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HomeMy WebLinkAbout1803-L wum" EVELOPER/OWNER Jill A rl A ,o-% & '-1 -l" 'qELr_"%PME1`T T UUI'Vb UALIFUHIN A HOMES tiui\j uAL L) V U NJ Suite Suite 355 E. Rincon Street, CA 92879 Anaheim, CA 92807 Corona, TITLE(909) 808-8702 (714) 693-6700 A A A A ff A A gmm= A *02 4498 50" An TRACTS 4496 , 144957 145237 14494 7 144937 1452;4e"th7 1 144 1 V Am ( DAY CREEK BLVD . , BLUEGRASS AVE . , BANYAN ST. , WILSON AVE M RACV15`AF40 1AFA91X.4r1d9A1 VICINITY MAP GENERAL NOTES SHEET INDEX - IRRIGATION PLAN ` WILSON AVE. TITLEIRRIGATION PLAN ` BLUEGRASS AVE. CONSTRUCTIONIRRIGATION DETA CONSTRUCTION - IRRIGATION DETA GENERAL NOTES. L-3A CONSTRUCTION PLAN DAY CREEK BLVD. 30 PLANTI — n li , E PROJECT SITE 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CONSTRUCTION4 - PLANTINGDAY CREEK 31 ' awsmss ; AV ACES OF THE D ANY DISCREPANCIES NDSCAPE ARCHITECT AND THE CITY. L-5 CRITERIA: _ CONSTRUCTION PLAN - [ - DAY CREEK BLVD. 'W�- - "I` '- --- -- ` m BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB 4 M°i 2. AN ENCROACHMENT PERMIT SHALL B OBTAINED FROM THE AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS - - DAY CREEK BLVD. - ' �' CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- NANCE-8'WIDE X 6"DEEP CONCRETE HEADERSDAY CREEK BLVD.VINTAGE L' 7 DR. L-33 PLANTING PLAN CONSTRUCTION PLAN �_ A' _______ 1, 3. ALL WORK SHALL E PERFORMED ACCORDING TO CURRENT BETWEEN CITY-MAINTAINED G.G.AND ANY PRIVATE-MAINTE- 4 - CITY TANDARDS AND E CURRENT STANDARD EEP E HEADERS , �_-.._ ___ c SPECIFICATIONS IGA1-IONS FQR PUHBLIG WORKS CONSTRUCTION. BENEATH METAL FENDC NG ADJAGEET TQ CITY-MAINTENANCE- - [ - • [ - BLVD.DAY CREEK E - 6"WIDE X 6"DEEP CONCRETE HEADERS .m AN -_ _ __._E --- 4. THIS WORK SHALL E INSTALLED BY A LICENSED CONTRACTOR law RE- ,; ; � $ stcrAaAcr i WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHAWN, IS L-9 CONSTRUCTION PLAN � � 9 Ad: l LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK [ - [ BANYAN ST. - " a t .�_ W'- M1 J " `'" *A' e n IN THE FIELD,AD ADJUSTED AS '¢ ` SSI Y W� NECESSARY TO MEEUT SHALL BE T FIELD CONDITIONS AS APPROVED BY THE ! «a' _ d ;`� I "' ''°• _ �" r - -`�- -` - 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO [ ` YAN • PLANTING37 - BANYAN • _ G - " q '` R �- ►- EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND FINAL CONSTRUCTION. C UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO -1 I - I PLANTING - BANYAN ! ARAQNiO'. f Cl4tq AIDE ® &M wo-Iwo _ 1 WORKING DAY-4 OilS PRIOR O CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL INSTALLED PER THE AV ' � 6. AT THE CONCLUSION OF ROUGH GRADING,A AGRONOMIC FOLLOWING CRITERIA; -1 I - I - I - BANYAN ST. ME a t D x �, �`� ( SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. _ T AtvA �_ �{ AND ALL RECOMMENDATIONS FRAM THIS REPORT SHALL PRlQR TQ THE COMMENCEMENT OF ANY PLANTINGg ANL-13 CONSTRUCTIONPLANTING39 - WILSON AVE. SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHAWN AGRONOMIC SAILS REPORT SHALL BE FURNISHED TO THE CITY MON THE PLANS, INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENTL-14 I I - [ - WILSON K , lip Pi- _ sr DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS " a z _ " E` `` a L c_ 7. WALL FOOTINGS D REINFORCING SHALL NOT BE LOCATED DETERMINED BY THE CITY INSPECTOR. _ I I _ I - AVE. G v sr WITHINTHE R.O.W. UNLESS DETAILED CONSTRUCTION AND a ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND LM ^` STRUCTURAL TIONS HAVE BEEN APPROVED BY THE ACCEPTANCE UCLTES EEIIPQBGG( E � CR BY T ENGINEERING PUBLIC IMPROVEMENT R 3 ` IRRIGATION ` A - [ DETAILS ; rxr PLANS ONLY. it FA9 �;_ - a w 1.3 8. SLOPES IN EXCESS OF 5 VERTICAL FE SHALL HAVE A 2"WIDE e� _ __ ar �� �;'° Q FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 4R xl " sr� HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. P will , + , i2P DR 1-------r - 4I 4 A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911 1 7A IRRIGATION - IRRIGATION �, ABLISHMENT _31i " w�^ ze i PERIOD HALL COMMENCE,AND UPO9. UPON COMPLETION OF N WRITAN TEN VERIFICATION JAMES F EI -1 IRRIGATION - - PLANTING 'q�-M TIN - -� , - -, FOM THE INSPECTOR THAT ESTABLISHMENT IS B. GENERAL TELEPHONE (800)483-3000 OR ACCOMPLISHED,AN ADEQUATE MAI ENANGE PERIODL-1 9 IRRIGATION PLAN DAY CREEK BLVD. L-46 ELECTRICAL PLAN - DECORATIVE LIGHTS ` MALL CONCLUDEO80 LYAFTERVERF GATIONSHALL COMMENCE. IQF LEAFEQUT,GE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 _' IRRIGATION - - I [ LIGHTS wf i "` "�' �I z0XIM fes. z �` F'AY. FALL COLOR, FLOWER COLOR,OVERALL T HEALTH,AND D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591 AIM 3 � PR i6 f M E WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. 9641 SAN BERNARDINO ROAD . s� `ct9 - 4IT=PL � � � L-21 IRRIGATION - I ELECTRICALPLAN - DECORATIVE `t n� 6' P � �` MAINTENANCE SHALL INCLUDE MOWING,WEEDING,IRRIGATION, CHO CUGAMONGA,GA 91730 leaWa,� - �`4 �x9 72 �, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW a Wiz_ W N U u,"M,L 24 GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE E. METROPOLITAN WATER DISTRICT (909)593-7474 - IRRIGATION ELECTRICAL - [ LIGHTS �� �- NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ---- ;P` m ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING,AND F. ADELPHIA CA LEVISIO (909)983-9895 - _ BANYAN ST. L-50 ELECTRICAL PLAN - DECORATIVE LIGHTS ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN DUPONT ST. a ° N �A ' ECRTREQUIRED ' ° RED HILL) - IRRIGATION - L-51 IPLAN - I IRAR ►� FH COVERAGE, GY � oA 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS GABLEVISION (800)566-2757 L-24 IRRIGATION PLAN - BANYAN ST. L-52I ` DECORATIVE LIGHTS PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 MAINTENANG"l R E zrj"% P 0"N ll B I L I TY M A P RECOMMENDATION. RANCHO CUCAMONGA,GA 91730 L-25 IRRIGATION PL - WILSON11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. 0-%r-% "LILTANT" 760-438-0525. FO ANA,CA 92336 L;UNO L A N D S C A P E CiVIL ELECTRICAL- iw ARCHITECTUREI I - LIGHTING PLANNINGSITE 8253 Sierra Avenue 051 _ngEr Ave. LEETLANDSCAPE MAINTENANCE :1--s, -2 ,L- Fontana , California Tustin , California 1- Trade ark Street 02335 9 780- 204 DISTRICT AREA Rancho Cucamonga Tel; (9091 358-1815 Tel, (949) 733- 8038 a CA 9 1730Fax ;(909) 356-17 5 Fax ;(94 9) 733- 8058 _j L DAY CREEK BLVD. gTY: SIZE VINTAGE DRIVE gTY. SIZE (909) 484-2800 MDS CDNSULTING I SHEETS:L-12, 2s,L- 0 TREES TREESFax ( 1 - 0 17320 Redhill Avenue, Suite 350 [iHEETS:L-11 L.-2 -1 lli Platanus racemosa California Sycamore 15 EA 36"box Brachychiton acerifolius Australian Flame Tree 16EA 15 gallon Richard Krumwiede Irvine , California E. Brachychiton po ulneus Bottle Tree 1 EA 15 gallon Rhus lancea (Multi-Trunk) African Sumac 25EA 15 gallon CA Lie.#2834 AZ Lie. #29115 •x A -- - -------- Platanus racemosa California S Sycamore 9 A 15 gallon NV Lie.#446 92614 - Ginkgo bilabe Ginkgo 2 A 15 gallon Y g Tel; (949) 251-8821 s i Lagerstroemia x Tuskegee Rose PinkCrape Myrtle 29 24 box TTL 38,113 SF SH :1--s,L-19, -33 :.; Pyrus calleryana Aristocrat' Aristocrat Pear 254 A 15 gallon Fax ;(9491 251-051 - - TTL ACRES 0.87Acres —WETS:L-13 L-27 L- 1 Washingtonia robusta Mexican Fan Palm 119 EA 15' TF HARDSCAPE AREA 9,860 SF ® - -� - - - __ TTL 234,165 SF TTL L.F. CITY MAINTAINED LL 130 LF - � -- - TTL ACRES 5.38 Acres HARDSCAPE30,253 SF 0ex rAlry of / r 2.311. - - - 1 TOTAL f L.F. CITY MAINTAINED LL 1,367 LF 'TTL I LI 40 9 e ll' rr7 P y [EEETS:L-4 L-18,L­�2k�2! �1�t DESCRIPTION REVISION i I I I GATE APPROVED L-9/L-9 A, � , � �� T TREES L-231L-23A,L-37/L-37A — — I t f�' !, i �, _r-, -� - I ; Platanus racemosa California Sycamore 3 EA 36 box Ginkgo bilabe (Male Tree only) Ginkgo 11 EA 15 gallon -% iT % / 0 f rH'% A N U" H' s U'-*' C% U C% A M U irttl b A Rhus lances (multi-trunk} African Sumac 16 A 15 gallon "�° L L-22Las E Rhus lancea African Sumac 66 A 15 gallon :L-1 L-2 s Lagerstraemia x'Muskoee' Purple Crape Myrtle 141 A 24"box � 4 , 1 414523, 14494, ftwo I itPlatanus racemosa California Sycamore 2 A 15 gallon 01 14493, 14522,1 144989 14497 & 159020 A VA I -oft, I I A a M BANYAN T. i I :t Rhus lancea (standard) African Sumac 10 EA 15 gallon TTL AREA 50 562 SF 7 >_4 AVE. TTL 101,402 SF TTL C 1.16 AcresRA1\JL;t1UET1WANUA LINIMMUIN DAY C LV WILSON AVE., — TTL 2,34 Acres 12,220 SF BLVD., BANYAN T., VINTAGE AVE., BLUEGRASS AVE.:L-3/ - 4, 6,444 SF I L- 31L-23A,L-371L-37A TTL L.F.OF CITY MAINTAINED WALL 1,310 LF % TTL S.F.TRAIL AREA 25,670 SFTITLE OHEET L:3/L-3A L.F.TOTAL 1, 15 LF L-17/1-47A,L-31/L- 1 BANYAN STREETISUMMIT AVENUE 9TY. I P Y: : AVE.__7 VINTAGE ITY ENGINEER ll/U& - T4 C RCE No. 24953 �P� A p p cc: I Rhus lancea (Multi-trunk} African Sumac 1 A 1 gallon y m '`�� ��y Lagerstraemiax'Muskagee' Purple Crape Myrtle 134- A 24"box �� ®-a [ A CHIT R A D SI GR UP REC LADED TS:L- ,L-21 L- i _ I Rhus lancea (Standard) African Sumac 2 A 15 gallon �, LMUKPF LANDSCAPE ARCHITECTURE i - SITE PLANNING I j TTL AREA 75,298 SF signature 10221-A TRADEMARK STREET DRAWN 7-31-06 RANCHO CUCAMONGA,CA 917;^ SHEET I TTL ACRES 1.73 Acres RSR r Da MSS/LP (909)484-2800 FAX. (909)484-2802 L-1A HARDSCAPE AREA 8,064 SF ,� gate `• LANDSCAPE ARCHITECTURAI PLANS RANCHO ETIWANDA LMD 1& 0 LANDSCAPE MAINTENANCE DISTRICT No 10 • » . TTLS.F.TRAIL 43,185 SF ? o CHECKED REVISED /23/04 L O. 2834 DRAWING Na. ROUTE30 TOTAL L.F.OF TRAIL FENCING 5,926 LF "�0 F G A�-�� JAF'/RW KDATE 8/28/02 JOB N0.0377-5 1803-L SHEET -30 OF CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. FOR SITE GRADING SEE CIVIL ENGINEER'S GRADING PLAN, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES. PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5. CONTRACTOR SHALL_ COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. - CONTR. MAY Al.SO REFER TO PLANS PREPARED BY JFI INC FOR ADDITIONAL SLEEVE LOCATION INFORMATION. = 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH _ rt _ s - _ �� -, �_-■ CONSTRUCTION OPERATIONS AS SHOWN. ■ ■ ■ f-- 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG. SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. LIJ ~ W o = 8. ALL CURVILINEAR WALKS, CURBS. HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL W2'-6" a 10 17 FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 3'R TYP U) ^ 10 4 00 -- ' • • ;_� ' • -_..__.. 9. IF IN THE FIELD. SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR EL EVATIONS, THE DESIGN El FVATION SHALL TAKE R 13 B �- I A4jC` - —t— - - t - - I F� — qt_R --t -- - - - --- _ — - B f` R� . - •P A - --- PRECEDENCE, 3 - _- _._- - - a 1 s " a i` + - W 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. O p1 -154 - __... j - - - - ■ �) � ,NF t,� ,,t,r� W z DAY CREEK BLVD. 11. FOR CONCRETE INFORMATION. REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION LJJ Q PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4. 201. 303. AND 400. AS WELL AS ANY OTHER SECTIONS RELATED TO THE ■ W INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR. AND CLEAN-UP. _ LIIVf'OF'SIC,1!T - - - - - - - -- - - - - - -- - - - CONSTRUCTION - - - -- - - - CONSTRUCTION LEGEND __. , ■ c) PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. 2 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) 1 ■ • 01' ' • . 1 — ' 3O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR ' REFERENCES TO HORIZONTAL CONTROL. ♦ •, ; O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. •� ,` ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. Rough Exposed Aggregate Finish '• STREET LIGHT PER STREET IMPROVEMENT PLANS. • Boulders O DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. f , 1 TYPICAL ISLAND 3' 0" R FIRE HYDRANT PER STREET IMPROVEMENT PL ANS TRANSITION CURB AND GUTTER PER STREET IMPROVEMENT PLANS. f B C `�=�` j - MATCHl INE 'K' - SEE SHEET L -710 LANDSCAPE BOULDER AVAIL, FROM LOCAL ROCK QUARRY APPROVED BY THE CITY. PER DETAILS A & B (CITY STANDARD DETAIL NO. 542). SHEET L-14 SEE CONSTRUCTION PLAN FOR S17F AND PLACEMENT. ■ • • • • - ._�:., �. -..may ; A. 36' ,�. 10'-0" Cobble TYPICAL ISLAND TRANSITION NOTE: C. 18" Typical Transition area .� COBBLES SHALL BF PLACED WITHIN EXPOSED •� within exposed aggregate finish. AGGREGATE ARE=A SO AS 10 APPS AR DIMINISHING. 21 1 1 COBBLE PAVING PER DETAILS B & C (CITY STANDARD DETAIL NO. 542). SHEET L-14. `% ,' DEPH OF COBBLE S IN TRANSITION ARE--A TO MATCH -- CD ■ • DEPTH OF COBBLES IN SOLID CORBLF FIELD- 12 6" CONCRETE HEADER PER DETAILS B & D (CITY STANDARD DETAIL NO. 534 & 542). SHEET L-14. ■ 13 SL OPES PER CIVIL ENGINEER'S PLANS. COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE L1j _ r - - - Z DETAILS E F, & G. SHEET L-14. - - - -_- - - - , m - - - - - -_ " - - • ' - ` . - 15 MAJOR MONUMENT WALL . SEE DETAILS H, I. K. & L. SHEET L-14, AND DETAIL A. SHEET L-15. U • 9 �- 17 _ we 10 .' ' 6 11 0� - _ 16 17 1 F ' 16 MINOR MONUMENT WALL. SEE DETAILS J. K. & L. SHEET L-14. AND DETAIL A. SHEET L-15. F— 1-77 rn - -— — _ _ _� - W : T_ - - T)" - - - 17 ROUGH EXPOSE AGGREGATE (SEE AGGREGATE MIX.. SHEET L-15 ). ----T _ r _ _.._-__ _ . _. - _ _ _ _ __�____ ____-__r ____ ----- _..._--- _—_ ----------.- _ Q PA- LL] . 2-0 F) U) 210'-0" 207-6_ 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-527 ■ �, �3'- *— �� L _♦' "' C_ Q DAY CREEK R LV D. SEE ENLARGEMENT ABOVE m W • 4 � 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. 7 . II' 20 6' CHAIN LINK FENCE - SEE CIVIL ENG, PLANS FOR ADDITIONAL INFORMATION. SEE L-8. J I 7 - - - - -- - �t>yE Qr SIGHT —— - - - ■ -____--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -FINE 4F-SI�'tT- - _ � we .Q Q ■ J W1LcXW AVE �1 ■ rf Y �{ J DESCRIP1IC� N MATCHLINE M - SEE SHEET l_-7 SHEET KEY MAP w -. G F R E V IS ICS N E,ATE �PFIRWEE) � � Q CITY of HANCHO CUCAMONGA r` f a 113AGI 15493 & 15902 RANVAN ST �, _i _ - u _ _. _ �:;_ � RANCHO ETIWAN DA L. M . D. r Nt . u TL _ 71 'C DAY CRI F K BL VD., WILSON AVE u BANYAN ST., VINTAGE AVE-. & BL OF GRASS AVE. s vlrrrA�r AVE i SCALE: 1" - 30' s CONSTRUCTION PLAN 9 Under round Service Alert -�� f,4k � 'Hi JvWeN .�� PND SCgp � F CITY ENGINE RCE No. 2459, Call: TOLL FREE PL,.-AN CROSS REFERENCES � � q ° �� wa s� c• N �:��� � iiE13F;A fVN[)E[) /� A��ym [ )E -)I�L ML Sll E� PLANNING WALKWAY' LAYOUT NOTE : � t -�, LANI>sCAF F AFu;Hn F c;�uHr l z � 1 -300 CONI HAC FORS SHALL FOLLOW THE SIDF�WALK LAYOUT AS INDICATED ON THE PLANS FOR NOTES AND LEGENDS, SEE THIS SHEET " -- IJI A �' 10621 CHUHCH S1 F4 t r. SUI1E 106 h,y AS CLOSE I_Y AS POSSIBLF. WHERE DIME NSIONS ARE NOT INDICATED, OR FOR J , RANCHO CUCAMONGA. CA 91730 I 422-4133 FOR SPECIFICATIONS, SEE SHEET L-44 �' MSS (909) 484 2800 FAX (909} 484 2802 L-.2 ADDITIONAL. INFORMATION AND CI IY Sl ANDARD DETAILS, REFER TO CIVIL ENGINEERS R IL EE MEET L- 14 & L-1,,) > �' ,, _ __ STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, �f��y Q . -- - CONI - - CONTACT T HE CITY INSPECTOR'S OF F ICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-16 ��'q �� C;I• I[ UKE L) RLA NO. 2832 [ )[AVVINI� TWO WORKING DAYS BFFORF YOU DIG FOR CORRESPONDING PLANTING PIAN, SEE-- SHEET L_-30 \r N[l. �F-o F c i���ivvK DATE s�2s�o2 ,LOB NO. 0104-5 3 D L CONSTRUCTION LEGEND MATCHLINE W — SEE SHEET L-70 PERIMETER WALL PER CIVIL ENGINEER'S ON SITE PLANS AND APPROVED CITY DESIGN. fawwwwwwwwwwassaw an ■ 14'-3"-- P.A. '3"- PA O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) 13'-0 : C 1T N �, 20'-9• NT PLANS. SEE CONST. PLAN FOR 18'-9" 27-0" 20'-6- T-9' 14'-9' 16'-3" 1T-9" 16-W O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEME w T-0'R , s R ZI)� 9 13 3 1 11 10 REFERENCES TO HORIZONTAL CONTROL. • 10' " -O ■ °D# P.A. 81 - �, np ■ 4 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. ECR Y`s _ _ �+ CD �* O •'.53�� • 5'911 R P'A o A� EP P.A. - - v cn A �4 '�• 5 ' � n'-0°R _ $ � � � _ ELECTRICAL VAULT PER ELECTRICAL ENGINEER'S PLANS. o B P.A. In C y - '_ - - 4' R - _ - 6 STREET LIGHT PER STREET IMPROVEMENT PLANS �,:- P . co �• • . • CEJ ,- - - - - - Q-Co. - C7 ' ' _� 3'-O"R •• ' ' Oi ,Cp - .i- � _ Uj O (7 - 16 _ _ _ - - - - - - P.A..- --- - W = OF S1 10'-0° _ A' " - -• _ 3'Ra W O DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. 1 « TYP NP 3-0' R 3'-9"R 2' 6'R 2'6"R 6' 3.. 311R 3'-6"R■ _ 4 fi -6" 21'-0" 31'-9" 29'-0' 16'-9" 30'-0" 13'-0" 28'-3" 12'-6" 16'-0" 12'-0" 21'-0" 13'-6" ■ U) M 1 3 4 G 10 17 21.31, 42'-6« 15'-s" 40'-3" 14'x" -9 15-3- z : O FIRE HYDRANT PER STREET IMPROVEMENT PLANS. m _ �j 6 7 23 8 6 2'-0"R ■ Z O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. 21 22 3'0"R 4 ■ F-- m _ _-�_ _ _ _ _ �_ _ A B C _•P.A. - B R - ----} - T W 10 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A 8c B M m 751-311N log'-0" 8,_31 •2'o' R _ - _ _ _ _ -- -_-; (n (ACI 6"STANDARD DETAIL NO. 542), SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. U) � DAY CREEK BLVD. --- - ■ v 1 � t 11-0 35-9 7 9 3 11 6 20'-3" 83'6" - -- _ ' 1b'-9"- - -21'-9" 22'-9" 10'-0" 10'-9' 21'x' ■ B. 24" MM �' _ _9t E_ SIGHT _ - -- -- _ W " � r- _f.�^iE4 1GNL_ 0'-0" 10'-0" 0'-0" C. 18 � 2 - -m 6-fi"R -- - - - - --- - z r- 4 -------- o = _ - - - • - P.A. 5-0„R a s'o"R B COBBLE PAVING PER DETAILS B & C (CITY STANDARD DETAIL NO. 542), SHEET L-14. _ O b r` v _«,=- •�- -� -ia cn P.A. A • � .� .• � � - ' ' - 6 CONCRETE HEADER PER DETAILS B � D (CITY STANDARD DETAIL NO. 534 & 54 ) SHEET L 14. . .- '� . � N I CMR ,� 2._91,R-,■ V 12 C 2 , . " •• 10'_0"R !r P.A. B P.A. IIR 4,-0"R Q • P.A. A - P.A. O SLOPES PER CIVIL ENGINEER'S PLANS * _ P. 18' 3"R 10-0 I 10'-0" 7'-9"R 5'-9"R 3'-3"R a 13 " TYP 10 1 18 ■ 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. BCR 1 TY) A G" 13'-60R O SEE DETAILS E, F, & G, SHEET L-14. b 6'-fi' 12'-0" 12'-3” 16'-0' 61-0181-952'-0" 12'f" 16'-0" 11'3" 54'fi" 1T-90 20'-7" 54'0" 52'-9" A.. . 16 ■ 11 °' - WOMEN 4-0 51-011 61.31 i 11-011 9 I • • 15 MAJOR MONUMENT WALL. SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. MATCHLINE 'M' — SEE SHEET L-7 ■ 1 g MINOR MONUMENT WALL. SEE DETAILS J, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15) 18 TRAIL LIGHT PER ELECTRICAL PLANS. SEE SHEETS L-46 THRU L-52. 19 CONCRETE DRAIN SWALE (SHEET L-12). SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V- DITCH DETAIL. 23 14 20 V CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. (SHEET L-8) 8' HIGH SLUMP STONE/WHITE SACK FINISH PERIMETER WALL WITH STONE ACCENT COLUMNS ALONG MATCHLINE 'N S E SHEET L-9A DAY CREEK BOULEVARD. PER CIVIL ENGINEER'S WALL PLANS. rlErvt,� ■ Oman ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ■i■ 22 11 22 7' HIGH SLUMP STONE /WHITE SACK FINISH PERIMETER WALL WITH STONE ACCENT COLUMNS ALONG 12-6 _ DAY CREEK BOULEVARD. PER CIVIL ENGINEER'S WALL PLANS. ?•rs1vgT� -0" 10'-0" 10'-011 / Q VE MY'3 i^� oY��erNrS 15 -' 1 ; 23 COBBLE STONE FINISH PILASTER WITH CAP. PER CIVIL ENGINEER'S WALL PLANS. Fftl✓Tr15r 1 • 12 81, ■R � � 9'-0' 19-T 25-0' 20'-" 23'-6• W-0" 16'-6" 2r-V � 42'-0" 10 v 9 1 co P.A. " co ■ , 21 13 3 6 12 21 B ' 10'-0" q, q� TYP TYP = _ _ I 11 23 o . ' s • �B C` P.A. --- A C - _ - -CP. P.A. = s f. " P.A. = - - 1, . P.A. � - � � _ P.A. = A 1 Uj •• 2'-6'1 • • P.A. . - "� W UJ 3'-3"R 3'6"R 3'-0"R 2'9"R• " 2'-9"R co—zo—N P.A. 3'-3"R 2' 9"R - - - - - - - - - - - - - - - - - - - - - - - - -q"j¢ fin- 6_' 0'R 3'-TR 1; 4 = 15f 58'-9 5-0 41-0 12 9 12-9 80 9 106-0 1T-O �'P • , 8 W ■ 2.3 1 43'-6" 14'-0" +T W _ ■ 11 17 fr NIP 6 W ' HT_ W ■ 25 2'-0'R N -- - _70-R s� V 28 2s m � - - - or LLJ W—P.A.--i - _ - - - .A. C ,- N- T . 2' 0" R 89 3" 75'-3" 1 , W r- 1 v ' DAY CREEK LVD. _ z W ■ 12'x' 5T-3" 15-0" 63'-0" 161-0" , 11 6 8 9 3 25.6 1 1 J N ■ 1 ■ ' ■ 1 J ' 5-9"R Cr z- 3-6- 12-0 1 "23'-9 �• 29'-0" 18'-9" ■ 4 U SHEET KEY MAP = 5-6 R ■ 5-3■R 3'0"R P.A. 3-9"R 21-6■R P.A. 3'-0"R - - _ _ �__ ____ n of sca_ Q - - Y LU r " .: •4'-fi'R N ' . 2'6"R 3'-0" R - - - - - • Q ■.: 2-3 R •B 2-9 R • ' ,• - _ N .0•C1 4'-0IIR• 5'-0"R 4'-6"R • • •,• .• ""o - - .s _r L�iES�E$I T 'a A. `Y P.A. - _ P.A. �,• w - 4 - ■ 3'-6"R 5'-0"R 8'-0' 6'-0"R 6-0"R 4'6"R 4'-6"R 3 R 1 B _ wttsoN AVE. 1R/�/�/'1 NE�SI T 3A `� Z-�► 0 ■ 18 - DESCRIPTION OF REVISION 10 Y -3„ i B A ?n, •(J`r�,+? •"• BCR ¢ DATE APPROVED ' 35-3' 21'-0' 18'-3' 67-6• 23'-0" 38'-0" 27-6 34'-0" 15-9" 2'-3" ,� B = �, Q a C ITY o f RANCHO CUCAMONGA I 5'_g" I I I A TRACT 14496, 14495, 14523, 14494, 11 1 10 B = 81-6"R ■ - 14493, 14522, 14498, 14497 & 15902 12 � BANYAN ST, m 12-0 3'-9" �; - RANCHO ETIWANDA L.M.D. MAL P A Cly DAY CREEK BLVD., WILSON AVE., 15 12 = VINTAGE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. 12 14 /� CONSTRUCTION PLAN ®/ Underground Service Alert � . . . . . . . . . - . . . . -- RO�I�E30 APPROVED BY. �s MATCHLINE 'R' — SEE SHEET L-9 06CAPp �N T s CITY ENGINEER ' ° RCE No. 2459 Call: TOLL FREE PLAN CROSS REFERENCES y�a�''� �q� 9s DESIGN ARCHITERRA DESIGN GROUP REC ENDED WALKWAY LAYOUT NOTE: I LANDSCAPE ARCHITECTURE ,� a� �, LML/KPF SITE PLANNING 1 -804 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS _ - FOR NOTES AND LEGENDS SEE SHEET L-2 10221-A TRADEMARK STREET AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR J a RAWN RANCHO CUCAMONGA,CA 4-280 SHEET L 3A FOR DETAILS, SEE SHEETS L-14 & 15 �-3,� MSS/JLP (�)a8a-2eoo FAX: �sos>aaa-2ao2 — ADDITIONAL INFORMATION AND CITY STANDARD DETAILS REFER TO CIVIL ENGINEERS _ 422-4133 FOR SPECIFICATIONS, SEE SHEET L-44 gw*nete STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-17A �� �e �`� 7/12/04 RLA NO. 2834 -;P TWO WORKING DAYS BEFORE YOU DIG CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. �� _ � FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-31 A �rF `�o� CHECKED /F RWK REVISED 8/28/02 - DRAWING N0. SCALE. 1 — 30 F C A� DATE JOB N0.0377 5 1803-L SHEET OF W > CONSTRUCTION LEGEND 1 PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS (SHOWN ADJACENT TO WAI L FOR GRAPHIC CLARITY.) --J CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR " Q REFERENCES TO HORIZONTAL. CONTROL, Cn ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. Liu MATO H L_I N E 'N' - SEE SHEET L-9 1 12 112'-6" 374' EL ECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. 0- am -lip- _ - - - - - - INTEX PROPERTY -0. • ■ STREET LIGHT PER STREET IMPROVEMENT PLANS. c� �.- • ' (NOT A PART) ,1 ' 2 5 ,o U 1 11 ;A C? C? � = a 7 DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. LLI1 W ■ - �-"'- ^f�'="_ t ;;_•_ : - _.____ . , . _ A \ y - - - - - - __ _ _ _ FIRE HYDRANT PER STREET IMPROVEMENT PLANS z �! NF • - - • - - - _ -•-- - - _ : _ : _ _ _ _ _ = y H_ c 4 \ F, A - 4 �; 'j - 9 CURB AND GUTTER PER STREET IMPROVEMENT PLANS. • 6 6'R 6'H \, j - - __ Y _ _ , . W } I 1 14' 0' 15 3` 4� 0 1 0 +I 35-0 I,NF ,, "'t4__4_' = 10 LANDSCAPE BOULDER AVAIL FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B 8 0-- 3 11 0 4-6 - +` ■ m 0 a �, 17 9 ■ F-- (CITY STANDARD DETAIL NO. 542). SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. ' El ui a W A. 36" � > W ■ B. 4 _ 2 [] 3-0 R N r 1 -6 R 2-0 R (f C. " 1 P A L- q� - • , q �• r: A W DAY CRKLVC . • 11 COBBLF PAVING PER DETAILS B & C (CITY STANDARD DETAIL NO. 542), SHEET L-14. LLJ U ■ ` ■ � Q fm mIm wwww - _ - wm ImIm � � www1wm � � � � � - - - - m - _ m � � � � � _ _ _ . _ _ _ _ _ w _ wwwwImImIm _ - wwImwww wImw Im w w wm - � � � � � � � � � � � � ,. � � � mImIm - - - - - w - - � � 6" CONCRETE HEADER PER DETAILS B & D (CITY STANDARD DETAIL NO. 534 & 542). SHEET L-14. Q ; �-- ,-' , 5 ' C 13 SLOPES PER CIVIL ENGINEER'S PLANS. 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS SEE ■ F • - DETAILS E F. & G. SHEET L-14. ■ ■ � • • ••, ! __ _ __.. -.-_. a T T-- .. , m --.-__ z T 18 _, _. - . . -:. - .--. ._ a . .._,__._ --- - _. _ _ .,. .. _ _ � __. - - -- -- - _ .._. _ . _ _ 15 MAJOR MONUMENT WALL. LL SEE DETAILS H. I. K. & L. SHEET L-14. AND DETAIL A. SHEET L-15. A - - - - - ' - ' - RANCHO ETIWANDA PARK DECORATIVE LIGHT NOTE: • MATO H L I N E 'R� r S E E SHEET L.-� � 16 MINOR MONUMENT WALL SEE DETAILS J. K. & L, SHEET L-14 AND DETAIL A. SHEET L-15, SEE PLANS BY ARCHITERRA DESIGN GROUP ALI. CONDUIT. WIRING FOOTINGS ANn PULL ■ ' (NOT A PART) BOXES ADJACENT TO THE PARK ARE TO BE 17 ROUGH EXPOSED AGGREGATE (SEE AGGREGATE MIX, SHEET L-15 ). INSTALL ED ON RANCHO ETIWANDA PARK PLANS ONLY AL1 LIG111 STANDARDS IO BE INSTALL ED ON THESE PLANS. ■ 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 ■ 19 CONCRETE DRAIN SWAL F L-12 SEF CIVIL ENGINFFR'S DRAINAGE PLAN FOR V-DITCH DETAIL. 20 6' CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION SEE L-8. 1 ■ 32'-3" 10`-0" 13'-9" 12'-3" 14'-0" 19'-3" 16'-9" 13'-6" 32'-0" 33'-0" 301-3" 11'-01' R-0" 21'-9" 12'-6" 221-0" 13'-0" 25'-6" 71-6' 331-01, 15'-311 31'-0" 22'-6'' 61-6" 16'-4" 41 " 46'-8" 10 " ■ I 30'-3" ' If "5` 11-8" 15'-0" 31'-3" --- ■ ■ ♦ L.10 -- 1 0-o 9' ■ 1 ■ ■ 1 101-0" 101-0" 101-0" �' - ' I F'A ■ c, - YP TYPI 7 'P N - _ _ - CR - 1 �,. .- - ._ P A. r, A -_ F F _. rn rr> C° c oo , 5 _ 6' 311 R A �_ ♦ I o A•:C, Ln . -._... � Z4� R 1 F ` N P.A. s., ._. .. _. - •»-_.. -_`.•_ .__..e - -�. _- • . : .� .< • n �- •<> .u_' _1'_ I- - _ _ U- -1 IL ---F3'- 4 W ■ _ 1 - - - _ w f A F A = r i > T .a . ,. i r 79-0 31 -6 +, --17 - - - - - - - - - - - - - _t_ _ 16 ■ - - R� 15, 35-3" 6 58•-0" 1 - 3 35' 3" 16' 9 15 6 I 3T-0° 15'-0" - a R 4 6' 6_3' 33'0' I '3-0 I 42'6" 15 0' I 60' 3" �� 14' 9" ■ co 3 a E-- 6� �8 - - - - - - - - 4-6 9 W O 8'-3" 191'6" - - - T 9" 51'-0I, 2 3" W ■ - _ -- _ P A' s F A C B LLJ F'- ■ � tiuri' - - G r` _ `11NE _ - - ' - 1 ! 17 DAY R F E K BLV ,� 1, Q ■ w w " " C I � •:: " -a • Z SHEET KEY MAP t 6 21 -0 19 9 35-0 13 9 63-0 14 0 38-0 17-0 16 0 41 -0 13 3 59-0 16 0 34 6 10_3 16-3 10 9 40-0 12-0 36.3 28'3" 9 • —- W - ■ J li !.INE OF Sr 1PT -"_ W ■ w z ■ - - - - - - - - - - - 7'6'R 15' - - - - - - - - - - - - -� 8°R_ 3'6"R 6'_O"R 8 16 cco - - -- ■ - — --->4 3 3_ - - ---4'-9'R- 3_Q"R 3'0"R 0 R 3'-6"R ` F-- 1 9" 3'-6"R 3 '� c - - - - _c 1 A 4 3"R - n L 6-0"H F P A. i 4 6"R 5 �" �,'.i iT P A ,F-' A� - I 3-3P '3-6P, - P A Q �. P A ► 1'� - I? it F A ■ z U - \\ h R -.- - = 1 . J ,' - - - - - - • , �� a Li 4t - - - - - - a WIL SON AVE ■ x� �, alp- 4-pR 36R 50 ;�, 26"R - - - - - - - - - _ - 6 .. ., , it In d' 6' 3 R - 4'-3"R ,• _ n •( ■uNr 1 iT _ :. -►•�: , Q A o 4 9 R 1 .per/ F • --� �. r P -- _ __ _. -_ } PA PA fi n - — 1 r 3-6 R PA r P.A.. i -. _. � .. a �; � i > _ � i-�� R � , - - ti r l :� Q L - LL. D CR1PZ 10N C) F RE VISIC) N ' rJ� �.F�F'f�OVE [?. A — EC c Q DATE ■ __ .._� _ ICY of RANCHO s , , , � � . � ,LLL . U I I I 10' 9"R ■ —_ BANYAN 114AC1 15493 & 15902 ■ J4 I'. I " I " I I: ,. I 11 11 r " 1, �- r' I- " 1 " I- " 1- " " I_ _ _ _ _ ■ �� _ - _ _- ST ■ � 18-0 11 -0 14-0 19-9 11'-3' 19-6 1 T-6 21 9 9 0 21 9 11 6 38-6 16 3 29-0 25 3 37-0 19 9" 9'9" 20'-0" 35'-6" 25'6' 19'9" 21'-3" 42'-0" 1 T-0" 11' 3" —_ _ __-- __-- ___ a_� _ _ _-_— _ _-___ ___ - __- :•: w RANCHO ETIWANDA L. M . D. ♦ ww - - w - wwJ ` 53 z , C ■ ■ �, r VINTArf AVE DAY CREEK BLVD., WILSON AVE., r 1!- _ BANYAN ST., VINTAGE AVE., & BL UFGRASS AVE. 1?�rTF �� CONSTRUCTION PLAN Underground Service Alerta�— ,_ SCALE : 1" = 30' 4 RCE No. 2459 �.� -dr, Call. TOLL FREE PLAN CROSS REFERENCES �p�oS� APF CITY ENGINES r s [ )[ ��;<� Lr j ♦fir �p Kr m',,0� 9c �'I C .,--I >< [ ' 7 t V � '� 1 �� % I AN(>SC•AP[ AWMI I F C:i URI WALKWAY LAYOUT NOTE : � � �' LML Q FOR NOTES AND LEGENDS, SEE SHEET L-2 - -- snE PLANNING 1 -800 CON1 HAC1 ORS SHAL L FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS J Cl10621 CHUF�cFI si FBF F t, sulT E ios % - ntt AS CL.OSE L Y AS POSSIBL F WHERE DIMENSIONS ARE NOT INDICATE D, OR FOR FOR DETAIL S, SEE. SHEETS L-14 & L-15 [)F;!\Vii`N RANCHO CUCAMONGA, CA 91730 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER 10 CIVIL ENGINEERS FOR SPECIFICATIONS, SEE SHEET L.-44 1* - *' MSS {sos� asa 2soo FAx l9osl asa 2s02 L-4 422-4133 STREET IMPROVE ME NT PLANS. FOR SIDE WAL K ALIGNMENT APPROVAL IN THE FIE L D, - -_ ----- — FOR CORRE SF ONDING IRRIGATION PLAN, SEE SHEET L-18 \s�, �9,�� �Q RLA Nn. 2832 CONTACT THE C11 INSPECTOR'S OFFICE AT (909) 477 2740. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-32 �9 �, G[ I[ L�K[ U , � � C)I 'AW1N( ; NO TWO WORKING DAYS BFFORF YOU DIG 0 F C A'v RWK DATE 8/28/02 /IOR NO. 0104-5 __1803- L - ��I It t i 3 3 L iI CONSTRUCTION LEGEND I O12 PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. • D • ■ ( \� . 2 RETAINING WALL EXTENSION PER CIVIL ENGINEERS PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) ■ I \�� 4'-3" 9'-0' T-0" 19'9" 8'-0" 10'-0" 22'6" 10'-6" 15'-3" 7-0" 9-9" 15'9" ■ O co 6 ■ 3 CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR rCR 16 , 3 ��.6 _ �! ♦ TYF' - M�o - ■ REFERENCES TO HORIZONTAL CONTROL. 115'9" 9 173'3" '-6" 56'9" '� 8'3" 5'-0" T-9" 2T-0" � �, `"'�o � � ■ R 1 �'A , it 4,0„R P A _ N a ■ C ACCESSIBIL ITY RAMP PER STREET IMPROVEMENT PLANS d' 1 \: i F unrr FSI;F„ _ ,3 Ij -_.._ �, A TYP - - -- 1\ j ' - �- •`� S - L� .• A R - . Y _. T _ .. ,. _n 1_ _ .._ y • ,, � 6 - � _-. .,„�:: �? � � � �.'._ _ �, El FCTRIGAL VAULT PER ELFCTRI CAL ENGINEERS PLANS. 4 -�• • 1,1 � .,r.. / A 4 4 b i - _w - - - - - - - ___ -- - - - - T -- - _ - - - - - - _ 36k ' W 1 ki _ � R3 O'P I. A 4 0 - - - IIr: r el -- - -` - --_ -- - - C!1 6 STREET LIGHT PER STREET IMPROVEMENT PLANS. ■ ��< 00 f, F � F. 0 ` � � - • F + , + - - - - - - - - - - - - - - ■ 3' 1s'9” ao s 111-6' 33's° 12'3° a2'o° 111,9. 12 0 1s'o f-- 7 DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. - 4W 7 3 11 6 8 10 6 1 0 1 3 s 17 ■ W ■ W 8O FIRE HYDRANT PER STREET IMPROVEMENT PLANS w : 3,-0,R N F 2'-0 R - (� .• . ■ EL • F3--_ _ F3 ._._.y•_ __-—__.a_ _ _ - _ ___ Fi _ ti_• - ■ C �,� A 13 ` , ._A - — _'a _ , 0 9 CURB AND GUTTER PER STREET IMPROVEMENT PLANS. ■ , - I _ W : 3' a f-- 75'3' 61'-9" 8 3' _ _ _ _ _ - - - - - _ 147-9" Ia 3� 10 4 10 LANDSCAPE BOULDER AVAIL_ FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B —~ 6cr 50 7 - - . T ,Nr of SI�1Fr - - - _ - — (CITY STANDARD DETAIL NO. 542). SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZF AND PLACEMENT. z TR DAY CREEK BLVD. 45' _,�a: 38 ,a' ,5 z5'b,19'-6" 34'-6' 15'6" 59'-3" 16'-s 4T-S 15' 3"-1 w __ 30'0" s s° s s >s 3 s - — A. 36'1 9 5'3"R 3'6 9 R 3-0"R" �'0" L `--- IYP 3'-0' R 3'6"R 3'3"R 6'0"R 6'-0"R 3'0"R_ -a - - - - - - \U - - - - - J w_- P - - -PA_ - - - -- P.A- Fi __ __ P.A 36H - - - - - - - - - - QG. 8�` ■ R ,� - - 4 - - - - - - - ¢moi� 3 O R - ;_. '. fi=b'R - _ -��----26R PA A4-0"R P Ai • - - - - - - - -•11 - - ,. " ' �( I 3 fi■ ` -'" > �' s 11 COBBLE PAVING PER DETAIL S B & C (CITY STANDARD DETAIL NO. 542 SHEET L-14. " n. �. - ' ■ ■ I 14'6'fR• • 3 6'R 4 9"R 5 R vC •3-0 R _ A. - - ) N• 3'0"R ■ . . r _ F . - - A 3`4"R • 4 fi"R . r - 1 ,R I AFT "s"-' f P A 3' "R A - �z ' F3 A � � . , `. • _.: . '•-' 6" CONCRETE HEADER PER DETAILS B & IN STANDARD DETAIL NO 53 $ 54 SHEET L-14 9: _ ■ SLOPES PER CNiI ENGINEER'S ■ - 1 -' 4T 3` . _�� 18,0:: 24 9' i?'-0' 22 0' 16'9 37 0„ , .^ ■ r, 1 _ — - _ - - _ 1� 3 0 _ C3 } ,� - C� PLANS 3 20sb' �8 ��� r 11 -s 1 0 - _ i ■ 43'-3" -- -' 39'o' 2 3° 21' T a1'o° ; ,4'3" 13 s' 14 COMMUNITYTRAiL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE ■ Q 6-.:R 16 3 3 J I + �■ O ■ DETAILS E F. & G. SHEET L-14. f • ,� 1 j k / 1 f 15 MAJOR MONUMENT WALL. SEE DETAILS H. L. K. & L., SHEET L-14. AND DETAIL A, SHEET L-15. 16 MINOR MONUMENT A U WALL. SEE DETAILS J, K. & L SHEET L-14. AND DETAIL A. SHEET L-15. C 5 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15 ). 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL, 13 M ATC H L I N E 'U - SEE SHEET L-1 1 20 U CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. Qr ■ ■ 14 f 1 1 PA o ■ ` 15 ■ v ; ■ ■ D -� I R'f"R 7' ■ ■ 12 1 A ■ ■ 3?'6" 1T-6" T-6" 19`6" 44'-6" `\♦ 22'6" 16'6" 23'-0" 10'-6"L. 16'-0" 4' 31'-0" 15'-0" 29'-6" 24'-0" 9'9"4' "T 9" 33'-3" 16' co F— ■ _ _.... 9 8 11 10 l A A rR 101-01, W ■ A - TYP P C _1 . .. JIG f - - , A _ A a" o ' - 9 R F 3'0"R - 7' t' . +n .n - - - _ - -- -- a _ A P, — - ,)- 0 ■ .. _ _ 7 6-0 R '. s � _ 1 4 P A ' F A K ' c: P A. 2 ..'cr - - -r-F R - - - - - - - 2'3'R .� r'� _ • wr nT 41F;i i, -� P A ,, `.R. - 2$ ', ..-.. - ------ _ ._ - ,dam._.. ..._-.—__ i. ---'- - -- �F�-?- _ .. _ _ _ -_ ..—..__._ _ - _ 1 _ .-_ - :- '`f - - - - 1- - - - - /� F x - - - - _ _ _ _ W 29R [ $ -•: - r` - - - - - - - - - 10�/{'0' .- I•' ■ , (S : -.f -._- : 2 .. 3 TYTI` - - - - -'- - - - - J-+ \ / ■ • ) :) I-: • I LTJ W - - + 16' 0' 3d'-3 I 16 9' 18-6 33'-0' 16 3' 60'-0" l 16 3 33'-6" 19 3' ,s'0° 94'0" W ■ 032141 9 51'6" 1 3 �It ? 9 / 6 3 3 1 9 r f W ■ -- 15 0" 11 6'' 8 3 T 9' 3' ' f (n 11 ■ L1.J ' P A Fs F)t, 13 P A ---- `_ r ■ , 8''3 141'-9" l8 3 -- ■ DAY CREEK BLVD. U ■ 4 6 _ '29' 3' ■ 7 , 43'-9" 16'-0" 38'-0" 15'3" 15'6" 12'-9" 61's' 15'-3' 39'-0" 14'-9" 16'-9" 10T-0" ■ 3T 0" U ■ - - - - - - - - - - - - -• - - - - - - - - - 6- 29, 1 3° 14'-9" 15'-0" 15'-0" 8'-0" 7'-6" ' PA Q - - - _ _ 2'�"R.. 3-0' R 5-9"R 6'6'R 5 6"R 5'3"R IL 0 4'6 • � t - - - 3'9'F_ _ -- - �i ■ Y f ■ ` 4 3 ., C. 1. 4 ,3.R - ! 1 n o• �? "' r` _ Q^.T------ �.T,__ -� - -' - -���-------- _ - - - --a, - - - L _ ■ ul ' '` 3'9" A A R. L L ' f 3 o R n N = r 3 w 3 ✓ � _ 3'-0°R .- - A. { 7 - _ > • ■ i ' F' A � P.A. C� __ '� ' I �_ ■4 04 2 ■ 101'-0' ', 6 16' 9' �3' 3" 15'9" 8'3" 12 6° 31'3' 16'0" 27 3" 03\ 1WILS(�N AVE _ 7 - � Ate- � - - - - - y �:, _ ti_ .� RAF: wI � � DESCHIP1 10N OF REVISION 1: 3 F' A;. I i ` ; , �: 1 ■ k - ---- DATA �,F'Pf3C)VF [? ■ 12 s I 5 � F-- \- A CITY of RANCHO CUCAMONGA 15 12 s s _ F z: ■ SS l ` ` tu: 1 HAC1 15493 & 15902 _— BANVA�qT RANCHO ETIWANDA L. M . D. 13 ■ `' , ■ LL, DAY CREE K BLVD_ Wil SON AVE., /� ' •.�� ■ w I BANYAN ST., VINTAGE AVE., & BLUE GRASS AVE. ( 14 _i _ C VINTAnF AVE �_ . . . . . . - � . .•. � . . . . . . . . ,� . , , �® CONSTRUCTION PLAN MATCHI INE 'W' - SEE SHEET L.-12 Underground Service Alert r nouTF so ry �- . E ' No sC 4 pE CITY ENGINES Call: TOLL FREE PLAN CROSS REFERENCES q9� CE No. F �.�/ R If �, iN F j0)'J' ' . i.r `" WALKWAY LAYOU i NOl E : /� :� LAN1,)SCAF I` AHCHII E 010131, _ r�; � � ��� LM� 511E PLANNING COM RAC1 ORS SHAT t F OL THE SIDEWAL K LAYOUT AS INDICATED ON THE PL ANS FOR NOTES AND LEGENDS, SEE SHEET L-2 o � 1 -800 AS CL OSE LY AS POSSIBLE. WFIERE DIMENSIONS ARE NOT INDICATED, OR FOR FOR DETAILS SEE SHE E T S L-14 & L-15 J � 1os21 cHUF3CH ST RF E t. su1,rE 1a6 SCALL 1" = 30' i - [)E in.�Nr� RANCHO CUCAMUNGA, CA 91 730 C'I it I I ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEERS FOR SPECIFICATIONS SEE SHEET L.-44 ` ' f;', MSS (909) 4B42800 FAX (909) 484 2802 L-5 422-4133 STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, CORRESPONDING - - ' �' FOR IRRIGATION F LAN, SEE SHEET L-19 CONIACT THE CITY INSPECTOR'S OFFICE AT (909) 4772740. , RLA NO. 2832 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-33 \9l �. CFiE C;KE L� U1,3llWIN[� No 0 TWO WORKING DAYS BEFORE YOU DIG F o ��F RwK \_ F c a 8/28/02 _ HATE __.____ _____.___JOB N0. 0104 5 180 3- L L)t it 1 1 _ (-)t MATCHLINE 'U' - SEE S EET L-11 1 m 13 L e % W i • 10-3 19'-6" 5'-0° 15 ' z w • o ■ ui CONSTRUCTION LEGEND ■ 2 ` I 6 ■ . - A PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DE ■ BCR E3 ,6� , 38'-0" 24'9" 11'-0" 15'-0" ` i '�" 23'6" 21'-9" 12'-6" 6'-9" 6'-0" ■ 1 SI w . o 1� P A co Q I O GN. w 26 U a 12 P _ � P ■ �, y' A 12'9" 14'-9" 30-0 22-0 1T-01."2" 1s' s 2 10'-0' a i �! O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) B P.A. _ '01, 3.6" 1 10'-0 A p a - r, — E CITY SIDEWALK or - - - - - - "" h�'� ALK PER CITY STANDARD NO. 103. REFER TO STREET - P A `- ,< - - 1 P A. I ♦♦ TR IMPROVEMENT PLANS. SEE CONST, PLAN FOR 4 1 10 11 P.A. B P cc' y A REFERENCES gid-- - - J ♦ CES TO HORIZONTAL CONTROL. W - - � ,� � —x__ ,. s - - - - - _._ _ _ - �'- : _ . '• 'F---' -- P.A. - � � .A P.A. r - - - - - - - - - - - F .A. .. - - � - _ - - 2 s R � 3 4 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. J o - , --- _ ... P.A. '�*• ■ o 0-0 7 10 0' 10'0' 5 6 R - ---- P.A. TYP P A P74 - - - - Nr of srsrrT A ■ 5 ELECTRICAL VAULT PER ELECTRI CAL (� Lij 11 - - - - - , _ _ _ - - F A P A ENGINEERS PLANS. -- _. 1 p 49'-0' 3 - - -- --2.6,� 2 s -_— f _ _ _ ------ - - - - - - - - - ~ + ar R 2'-0" 2 2'-6" 3,_p - - - __- �� ` Y. ; . W 6 STREET LIGHT PER STREET Q : \ ; m — 63, 3, 2 6" 's 2's 2 9, 2's" 4 2'6" 2_s - - - - - ■ ET IMP 57 s' 2-6" Z-6' W IMPROVEMENT P ' 14'-0" 35'-9,. 1 3'0" �- ■ PLANS, 58 _ 2'-9" 62' 3" ar O - 1 T 9" v 3T 5'6 -0" 1 , 2 9'' 1 a U) 7 DRAINAGE CATCH BA �_ s 5' 3° 6 62 2'-6' ' SIN PER ENGINEER'S PLANS. ■ z. v �* ■ ■ ■ v! N O ' , 129' DAY EEK BLVD. - - �' — FIRE ■ , C R HYDRANT PER STREET IMPROVEMENT PLANS ■ ' o, 5 pP P '^ 6Tf° 11' 3" 22'-0" 12'-0 2T-6" 8' 3" T-6 54'-6" 6' 11 -6'5 9 30:9, 6'-6"T-3" 12'-3" 7'-3" 14'-0" 6 9 ■ ~ ■ ■ V 1 10'_3" 14'-3" 15'-0" _ - 2'-9' — - --- ■ ---j 9 3 11 TYP 5 2' s° 5'.p 5 0' 4 0 — cc ■ LW O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. ■ i 5' 0' 10'-0" o o> c� 0' _ 3'"p o 2' 3" - 3 R 5'0" cr cr a -- -- W co `D �' m 4 I 4 ' "' "' 10 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B 7' 9" r, - - PA ' - ■ i1 — ■ r PA - STANDARD DETAIL N0. 54 SHEET L 14. P.A. P PA $ ,• . , . .. _.—_ r3__ E3 . A ._..__ __ .. _ � (CITY S 0 LAN FOR Z P A 2). SEE CONSTRUCTION P 0 SIZE AND PLACEMENT 6 W3611 rn v ' - P.A. ' ■ ■ ,19 C ti — ,,..� E3 F, ,,. . -d _ P A t _ � P.A. _ _ _ T-. _ P-A .n _ —1 C. 181, ' PA ` y. 0 _ __._ _ U ■ ■ ( TYP ' 10 18 L - ■ 1 1 COBBLE PAVING PER DETAILS B& C (CITY STANDARD DETAIL N0. 542 , SHEET - - - - o , - A 1g _ 1.0' TvF ■ / ) L 14. ■ TYP ■ �� 12 7 ' 12 6" CONCRETE HEADER PER DETAILS B & D (CITY STANDARD DETAIL N0. 534 & 542), SHEET L-14. ■ -0" 9'-0" 13'-3" 22 �. 39'-9" 1T-0" 23'6" 8'-0 10'-9" 21'-0" 14'-0" 19'-9" 21'-0" 1Tf" 12'-0' ■ ■ `P 8'�i - - r 41 17-0 1 -6-1 4' 0" / 13 SLOPES PER CIVIL ENGINEER'S PLANS. ■ ` 8'-6"R - — 10 1 -3 N O OT IN CONTRACT ' f • 1 1 4 P.A. COMMUNITY TRAIL AIL WITH FOR FUTURE REFERENCE ONLY � DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE _,. DETAILS E F, & G. SHEET L-14. ■ ■ ;: / i5i5 . ■ �• ` ■ - 15 MAJOR MON o UMENT WALL. SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. ■ ' it 16 MINOR MONUMENT WALL, SEE DETAILS J. K, & L, SHEET L-14. AND DETAIL A, SHEET L-15. ■ MATCHLINE W - SEE H - 17 ROUGH EXPOSED A SHEET ET L 12 AGGREGATE, SEE AGGREGATE( GTE MIX, SHEET - M O L 15 ). J / 1 TRAIL RAIL . ; 6 12 O LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 _w P '-9" 21'f ■ 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DET 10 22'-9" 6'-3" 13'-3" 1.1- � 1 ■ � AIL. 16'-3"R - - 4 6' CHAIN LINK FENCE SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. 11 U P.A. 30'-0"- 2'-0° 23'-0 r, ♦ , - - c> P A. P 24,�P " -0" °' �' 11,-"R�♦ A A C g"R, i .. --- - 23'-0 28' 3" - 42, 19'-0.. 14,-0P 21'-9" -0.. 28'-0" ■ { ' 3" ■ ri- P — \ P.A. - P.A. - - 2' 3° — r _ 3 r - , 1__ • P A P.A. -9"R '� P A. 2'6 R --- - _ ___...e .. —� ., R L P.A. P.A. m . 131- or.r 23R 3GFj W ' A 2 - - - - _ _s Grrr _ v - 30R Z6R• 3vf3 - 4 li W oeR - - - - - PA. _ ..9'R 3-0'R 2' 9'R 2 9 f3 2 6"R c 6' 0"R PA 3-9P- PA w t; - .. r F' A 6'Ft- 2 6' P A P A - v i ti _ ■ 3'-6"H �. 3'-3"R 3 0"R - - — _._ _ FA L - - 3'6'R - - - - X2'6"R- 2'-4 R�I - \2 `',F� � ■ 2-0 H 2'-0"R 2-6'R 2 6`R- I � - ■ — 3 10 11 ■ (/) ■ 17' 3" 58'-0" 12'-9'' 66' 3" 16'-0„ 18'-0„ g,. 15,-0„ g ■ 5T-0" 1T-0" ,-0, 16'-3" 18'-0" 35'9" 16'-0" 16-0„ ■ _ ■ 64 18+73.85 2'-6" 57'-3" IT-10" 3T-0" ■ W r — — 67 ss W W — — —�—-- — I— — --�-- — — I — U) w ■ DAY CREEK - ■ BLVD. • -� __ ■ 5 W ■ _ z W - — J z ■ J ■ U FIFO: 6 ■ 9 8 6 . Q — _ _ _ _ • Q ■ ■ i ■ • _ SHEET KEY MAP ■ 11 — 9 \ 1 Y w ' W _� - 3 F1 2 6 Fi 2 9"R z P A _ . 3 Q .T-aC ��Sc>N avE 6' 3"R ` ..� P A. P A. 2'_g" R g P A ` _.. - - -___ R _= ■ 3-0"R _P 2-6'H-- 3; R_ + t (� � LU , _ 6 8 3 �27-7` DESCRIPTION OF REVISIONATEAPPROVED _ 16'-3° ��-0,� 16'-9" 18'-6" � o a w ■ 18'-0" 36'6° 16'f" T-9° _�. < CITYW . 7, 26 720of RANCHO CUCAMONGA cn . - _ _ _ _ _ _ W -' DAY CREEK E E K B �- -�— BANYAN ST m T FACT 15493 & 15902 W ■ LVD. 6 9 o w RANCH E O TIWANDA L. M. D. Z ' - W DAY CREEK BLVD., WILSON AVE., — --. - m 2 J ■ virvracE AVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. Cr■ Underground Service Alert /LN CONSTRUCTION Hot � � PLAN IN I AF F HOVEU EKY. v�— �� '� �? Cali: TOLL FREE � � wAL_KwAY LAYOUT N01 E: PLAN CROSS REFERENCE -�'�-s��APF S p CITY ENGINEER RCE No. 2459 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS `• ■ AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED OR F `�° V4 urn 49n OR a c ' Q ■ � Ar2C-Fll e s [)E l E FMA DE �I A SIGN _ I L (a F, i 1 -800 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS REFER T F - 1� � OAF O CIVIL EN I OR NOTE E3 �, � �ANr�scAF E ARCHn E c1 UR[ E C �ED STREET IMP G NEER S SAND LEGENDS, SEE SHEET L-2 , LML SIlE PROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD _ TANNINGF R _ WO D - ETAILS E S E H SHEETS 422-4133 CONTACT THE CIT Y INSPECTOR S OFFICE AT (909) 477 2740. ETSL 14 & L 15 -� � -� 10621 CHURCH STF�EE T. SUITE 106 FOR SPECIFICATIONS, -,a„ ;. . ) RA ' DRAWN RANCHO CUCAMONGA. CA - C TIQNS, SEE SHEET L-44 91730 ' SF-IEE I 4 * MSc (909) 484-2800 FAX (909) 484-2802 L_6 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-20 �7 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-34 ��� �P RLA NO. 2832 TWO WORKING DAYS BEFORE YOU DIG s --.- SCALE: 1" = 30' ��r QCHE CKE U DF�l1WINC� NO. �0 F C Ilk RWK DATF 8/28/02 . IOB NO. 0104-5 $0 —L l 3 F-- CONSTRUCTION LEGEND w w O PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. ORETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) W 3 CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR O 12 i REFERENCES TO HORIZONTAL CONTROL. CC) --_._. 1 13 , 50'-3" 42-3" i 46'-6" 2T-9" I I ■ ? --- ' , 1 - --- - -- --- _ -- - P.A P. 12 I- 1 13 0 w O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. P A I 1 10'0. A o 76'-0" 1 49'-3" o _ r TYP `� .� P.A. o oA g �� - • A � ti , = _ 1 m �__ _ _ 'moo o TYP = _ _ O ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. <,, ,�, J �, c? a , ID ' CR'BCR - ' P.A. c': -- 93 - co A ro rn o b cD `i a A C m o 1= - i A - I G Bim' ,�_ B A _ r^ 6 STREET LIGHT PER STREET IMPROVEMENT PLANS. A [2 Ag cn in in n Ln CD CID vJ _ - h [O [6 O • 4 ' OD j _ DRAINAGE CATCH BASIN PER ENGINEERS PLANS. , - -- �, -_ ____ - - (7) . - FIRE HYDRANT PER STREET IMPROVEMENT PLANS 11 10 3 8 9 \ 38'-0" 56'0" 24 6' ■ 10 • 10 00 1 m 13 - 70's" 14 51'9" g 10 15 11 3 O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. ` VI TA G E D R. 6 W 10 LANDSCAPE BOULDER AVAIL, FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A & B (CITY STANDARD DETAIL NO. 542). SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. ' 4 4 ■ ___1 " Q I P.A. = A. 36" • a U B. 24" 8 - I v - - - .M _ - r - - ■ C. 18 NOT A PART OF THIS PROJECT \ 6 NOT A PART OF THIS PROJECT END O F PROJECT 11 COBBLE PAVING PER DETAILS B & C (CITY STANDARD DETAIL N0. 542), SHEET L-14. N' 12 " 6 CONCRETE HEADER PER DETAILS B & D CITY STANDARD DETAIL NO. & 542 SHEET -1 . O ( ). S L 4 13 SLOPES PER CIVIL ENGINEER'S PLANS. NC i L. WALKWAY ACCESS TO BE DETERMNED 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE AT A LATER DAY. DETAILS E F, & G, SHEET L-14. 15 MAJOR MONUMENT WALL. SEE DETAILS H. I, K• & L, SHEET L-14, AND DETAIL A. SHEET L-15. 16 MINOR MONUMENT WALL. SEE DETAILS J, K• & L, SHEET L-14. AND DETAIL A, SHEET L-15. 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX. SHEET L-15 ). 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. W 20 6' CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. U Q j i f o 12 f II M M i •� ' J Q 3 ! ' W 12 2 w ' , 58 W I c U7 a 11 to'o" _ .• r- 12 0 iY� 11 I 1 2 � �' f w - 14 6L ■ 13 1 11 10 ■ W '-= I cn LLQ , �r (" ■ 1 3 11 o �' n P A __ _ .,_ 12 ■1 34'3" 14'-3" ♦ Lt I 1 :� c q = G J ■1 01-0" -0 10'-0" -n h [ h B r. � q ,A ■ �?YF' TYP ■ '' 1 - - - CD o r_ 6 ___ _ \ ;- . .W _� - W __ �,. m v n■ � .. A. U A P.A - • M W — , ti, . W P A. 1 cli _ _ _ - -_ h- P.A. .. v n 0 rLOCcFQ 1 F .- � .co Ln Ln 4 1 �a as1,. . - 6 U 21 0 t �. � 3" 22 9 11 � _ ' CD 0 t~- PA ' l -3 °'� _ _ _ _ _ I 0 • ' W ■ 51 ,4, 9" 34'6„ , VINTAGE DR- W ■ T jSHEET KEY MAP , - 1s Z -- _ _ -- fi - J ■ 8 6 9 3 ■ j ! . 4-- Y Uj o W ■ __ _.. I z ■ w , - w NOT A PART OF THIS PROJECT Qm € ` W U . F .. ~ ■ NOTA PART OFTHIS PROJECT �` w w i DESCRIPTION OF REVISION Q ■ W I{ (� _ a DATE AF'E F�OVED CITYe- of RANCHO CUCAMONGA ■ Y W SCALE: 1" = 30' + �- � BANYAN ST i 01' 1 RACT 15493 & 15902 z_ — - RANCHO ETIWANDA L. M . D. J U w j DAY CREFK BLVD., WILSON AVE., _ ) �vfNTACEAVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. U Q Q L �.� / CONSTRUCTION PLAN Underground Service Alert HOUT � 9 N T 5 AF PHOVELJ Esq'. v� _ HA I E **� SC CAPp CITY ENGINEER RCE No. 2459 . Call: TOLL FREE �. - PLAN CROSS REFERENCES ��umw� - AF�(.HI - rtA DL f_,N 6tio OP �' a I N SIGN 14 ) ) `' e S LANDSCAPE ARCH Il E Cl URE WALKWAY LAYOUT NOTE. _ �� LML 4j SHL PLANNING ♦ -Q NI HACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS � (r� v 1 VOO C� F T - / w 10621 CHURCH STRE E T. SUITE 106 AS CLOSELY AS POS`ABLE. WHERE DIMENSIONS ARE NOT INDICATED OR FOR OR NO ES AND LEGENDS, SEE SHEET L 2 Llj jCr - L)13AV1/N RANCHO CUCAMONGA,CA 91730 vl 11 E I 422-4133 ADDITIONAL. INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEFR'S FOR SPECIFICATIONS, SEE SHEET .144 * ^`,a 4 *i MSS (909) 484-2800 FAX: (Q�9)484-2802 L-7 STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, CONTACT THE CII Y INSPECTOR'S OFFICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-21 s� � �` CF 11. CKE L) RLA NO. 2832 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-35 4TF OF CRWK DATE 8/28/02 JOB NO.0104-5 8D3-L SF1I E 1 01' LU NOT A PART OF THIS PROJECT - _ MWD Rani' w CONSTRUCTION LEGEND W Ir O ■ U) O PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. ■I LL— U O RETAINING WALL EXTENSION PER CIVIL. ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.)■ _ Q 12 O 15+00 1s ` �- _ f 6 1�'— - - —L - - -1 - - _ -�_ _ ■ W O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR 6 W ( 5'-0"R g' 9 14 BANYAN ST. 6 - � W REFERENCES TO HORIZONTAL CONTROL. W 5'-0"R 5'-0"R 5'-0"R 5'-0"R ■ 4 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. �..- _ - a 0 _ A. W - - - = _UJ ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. k v LIGHT PERSTREEI IMPRGVFMFN1 PLANS 0 U DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. I I 20 12 < 8O FIRE HYDRANT PER STREET IMPROVEMENT PLANS II SOUTH CALIFORNIA EDISON R/ W OCURB AND GUTTER PER STREET IMPROVEMENT PLANS. 10 LANDSCAPE BOULDER AVAIL, FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B (CITY STANDARD DETAIL NO. 542). SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. ■ A. 36" -- ; B. 24" W ■ C. 18" W ■ J , NOT A PART O F THIS P ROJ ECT W W 11 COBBLE PAVING PER DETAILS B & C (CITY STANDARD DETAIL N0. 542), SHEET L-14. -- W A ,� ,� I = 12 6" CONCRETE HEADER PER DETAILS B & D(CITY STANDARD DETAIL NO. 534 & 542), SHEET L-14. ■ _ ------------ - - --- ---------- A M.W.D.W.D W _ --- Q (n 13 SLOPES PER CIVIL ENGINEER'S PLANS. ■ ■ 21 22U COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE _1 �—_ 2--- -- _224 - - - 25 - - 26 W DETAILS E F, & G, SHEET L-14. ■ 6 27- - - - - -6 - - - - 6 —� - 4 _ _ _ W W ■ BANYAN ST. W . U) 15 MAJOR MONUMENT WALL SEE DETAILS R I, K. & L, SHEET L-14. AND DETAIL A. SHEET L-15. 5.-0"R 5.-0"R cc 5 0"R 5 0"R 9 14 g�-0" 3" W ■ ■ 5'-0"R 5'0"R TYc • 5'-0"R - _1 A W 16 MINOR MONUMENT WALL. SEE DETAILS J, K. & L, SHEET L-14. AND DETAIL A. SHEET L-15. W6AI . pZ 17 ROUGH EXPOSED AGGREGATE. (SFF AGGREGATE MIX SHEFT L-15 ). 20 2 TRAIL LIGHT PER El ECl F?ICAC PLANS SEE SHEE TS L-46 TFIFsU L-52 U ■ Q CONCRETE DRAIN SWALE L-12, SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. 12 1 ■ 20 6' CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. 19 SOUTH CALIFORNIA EDISON R/ W 2 12 ■ ' 22 6" 8116- 2 86'-3" 79'-6" 72 9" 23'9" '' ■ � � q c, 4 Q q/ q , ._._ -__ ���1= _ 1 11 10 W - � U n oo u, u� co co o 60 P.A. w NOT A PART OF THIS PROJECT - - �- B■ P.A. JA �_ o c "O _ W W �..o.,�.._ ,� .._. � I '° �• � _ v -� - o W 'Cf) _ L T P.A. - PA ■ ---_______ P.A. 6-3H- J H — _-- ■ PA ._ - _ __. _._ ._ •�,.� P . .. 80'-6" 85'-0" 64-0' O W ■ 27+59.97 2g 29 -- _ ' W _ �i — _ 1 _ -�---- — _ — — — 30+00 — — 31 32 23:-9` _ � 3n !n ■ 1 --�— _ _ _ - +- 0 VJ - ■ � m 5'-0"R 3 1 5 8 6 14 9 8 6 _ 6•-0,� g�.0• g�_g�� � W BANYAN T. , " S N— 5-0 R 5'-0"R c) v W m 4 — i SHEET KEY MAP 10-c, z z — P A 5-VOT 5'0 yF ^ J W ■ - �-� PA PA — • _-.rF-:. '---. -=-{7 -=-!S- '_�. -.f� '.`Fes'_`'1_ _ •, T p. ■ `Yom` E. ( •• 'F'='y � •LL Y .. . _- _ _ -.. .. _ { I U U Q �— ■ —) 4`1� o C �Q ■ I I _ '• I 15 0" 15 0' ' G z Q ■ ` — _a______ _ _ _ __ ■ _20 WLOAVE W [ 1� 0w — DESCRIPTION OF REVISION■ W Q DATE APPROVE C) L� LL W Q CITY of RANCHO CUCAMONGA • - 1 RAM 15493 & 15902 V) I CE BANYAN ST. Q a - _- RANCHO ETIWANDA L.M . D. w DAY CREEK BLVD., WILSON AVE., — BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. w — VINTAGE AVE C SCALE: 1 30 CONSTRUCTION PLAN 9 Under round Service Alert = ROUTE 30 N 1 S ftPf HUVELl BY. Uf{ I L .� �J I * Call: TOLL FREE �P�ID SC aF 4 CITY ENGINEERDaj--t-c- RCE No. 2459 O W w 9 : PLAN CROSS REFERENCES a � F�F�f� �E ��N c�f3o��F� s UESIUN =; � FEC [)Ef) WALKWAY LAYOUT NOTE. L.ML LANDSCAPE ARCHIL E C1 LIRE�(p C^ SIl L PLANNING - I If� 1 800 CONI RACIORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS FOR NOTES AND LEGENDS, SEE THIS SHEET -+ 10621 CHURCH ST RE E 1, SUITE 106 AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR ) RANCHO CUCAMONGA, CA 91730 L F��WN ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S FOR DETAILS, SEE SHEETS L-14 & L-15 -- ' * (909)494-2800 FAX: (909)484-2802 L_$ 42 -4133 FOR SPECIFICATIONS SEE SHEET L-44 MSS - STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, � _ Jlr�y `Q CONTACT THEA CITY INSPECTORS OFFICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-22 CHE CKE U RLA N0. 2832 C)fiAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-36 rF o F a�� RWK8/28/02 DATE JOB NO. 0104-53-(_ Sl iE_E-1 —Z OF CONSTRUCTION LEGEND 0 PERIMETER WALL PER CIVIL ENGINEER'S ON SITE PLANS AND APPROVED CITY DESIGN. EXISTING PERIMETER WALL FOR PANDA DEVELOPMENT TO REMAIN. ' ■ W O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC ■ W 2 CLARITY) YOUNG CALIFORNIA HOMES PROPERTY (NOT A PART) WCITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. CO ■ ■ W PLAN FOR REFERENCES TO HORIZONTAL CONTROL. J ■ ` • ; f~' O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. We z '. 5 ELECTRICAL VAULT PER ELECTRICAL ENGINEER'S PLANS. W ■ - _ ■ z 6 STREET LIGHT PER STREET IMPROVEMENT PLANS. (n ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - _ _ — O W --- - - - - - - - -- - - - - - - - - - - -- ---- - - - - - - -- ------ - - - - ----- -- - - - - - -- - - - - - - - - - -- --- --- - - - - - - --- -- -- - - - - - - - -- --- - - - - -- - - - - - ---- -- - - - - -- -- -- - - - - - - - - -- ---- - - - - -- - -■ X: ODRAINAGE CATCH BASIN PER ENGINEER'S PLANS. 2 35 36 37 38 – _ '�-qz FIRE HYDRANT PER STREET IMPROVEMENT PLANS. ■ V6 9-0" 11 12 9 14 BANYAN ST. ♦*, • • MWD PIPELINE CL■ 4 % 11 21 12 2'-0" , Q ■ • , O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. " M W Z 4 P.A. �-0J 10 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, • ■ PER DETAILS A & B (CITY STANDARD DETAIL NO. 542), SHEET L-14. = i ' . - - ~ SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. W N --- A. 36 Y I �A - .err-rr• .,Gcti• v N j r. - �a C / •r�� moo"11 1 A 2 B. 2 O 28 25 -0. 10-s 2,9. W r 11 COBBLE PAVING PER DETAILS B & C (CITY STANDARD DETAIL NO. 542), SHEET L-14. 28 ■ ti 25 ' (n O ■ ■ ' l 12 6" CONCRETE HEADER PER DETAILS B & D (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-14. 3 ■ z 27 NOTE: ■ a i Z CONTRACTOR TO MAKE SMOOTH TRANSITION ■ - 13 SLOPES PER CIVIL ENGINEER'S PLANS. IN TRAIL FENCE PARALLEL TO CURB. 26 ■ W O Y 3 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE DETAILS E, F, & G, SHEET L-14. SEE ENGINEER'S PLANS WHERE RETAINING WALL OCCURS. O � . ■ L.V.. = 15 MAJOR MONUMENT WALL. SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. r Q ;= s ■ r -` 16 MINOR MONUMENT WALL. SEE DETAILS J, K, & L, SHEET L-14. AND DETAIL A, SHEET L-15. 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15). 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52. 19 CONCRETE DRAIN SWALE (SHEET L-12). SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. f 20 V CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. (SHEET L-8). J ■ 21 PVC FENCE PER CITY STANDARDS. SEE DETAIL F, SHEET L-14 W W ■ O 8" WIDE CONCRETE BAND SIMILAR TO CONCRETE HEADER. SEE DETAIL D, SHEET L-14. u RANCHO ETIWANDA PARK " " ■ 23 8 x 24 WIDE VINE POCKET SPACED AT 15 ON CENTER. W ■ SEE PLANS BY ARCHITERRA DESIGN GROUP o ■ 24 CONCRETE PAVING AND DRAINAGE PER CIVIL ENGINEER'S PLANS. �' . (NOT A PART) r ` " ■ ■ J ....-........ 25 6' HIGH SLUMP STONE /TAN FINISH PERIMETER WALL WITH SPLIT-FACE ACCENT COLUMNS ALONG r = ■ , •----------- . _ BANYAN STREET PER CIVIL ENGINEER'S WALL PLANS. PIZ q Z _ .......----.. 26 7' HIGH SLUMP STONE /TAN FINISH PERIMETER WALL WITH SPLIT-FACE ACCENT COLUMNS ALONG J BANYAN STREET PER CIVIL ENGINEER'S WALL PLANS. 7"kivere (� _____ _ _ _ – ---•---_-------- _----'----_--------_--------_------------------- - - - - - - - - ----- - -- - - - - - - -- - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - ---- - -- - - -- - - - - - -* W ---- -- - - - -- - - - 27 6' HIGH SIDEYARD SPLIT-FACE WALL PER SEPARATE SUBMITTAL. SEE WALL PLANS PREPARED BY -_- ------------------------------------------------------------------------------------------------------------------------------------ .-- BANYAN ST-- - - -- - - - - - - - - - - - - - - ---- - ---------- -- ---- -- - -- - - - - - - -- - - - - - - - -- - - - - - _ '�.s Q ■ _ __ _ _ _ _ _ ARCH ITERRA DESIGN GROUP FOR TRACT 14493. M#vgrzr 42 43 45 46 a-, – �-- – 6 p 9 ---�— C/} � ' � 12 _ � _ ® 28 SLUMP STONE PILASTER WITH CAPPER CIVIL ENGINEER'S WALL PLANS. y ) ■ 11 TYP 12 18" ID7E //7, SEE ENLARGEMENT B BELOW. 11 TYP � � 12 P.A. TY _ 14 — MWD PIPELINE CL r op. IZ-0 A71 ..� _ - _ - - - MA(mm 04 �:... W ■ _. _ _ :_ _ __ _.F,. - - - ■ WALKWAY LAYOUT NOTE: N - - PLANS 21 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE P - AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR � ' ' S' ' • n ' 15'-0° 15'-0" 1S'-0" 15'-0" ■ ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S - W ■ ` ( STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, W : 1A IA CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. • ' ■ SEE SHEET L 10 j, ■ 14 FOR DIMENSION I 't4 SEE ENLARGEMENT A BELOW. •" ■ • • • . . -; ■ BEGINNING OF SWALE V-DITCH •' • • . . • • - ' ' ` • • . SHEET KEY MAP & VINE POCKETS. ♦•' ••. .' • • `. Y ' W W ' �+ ♦' 9 623 ♦ rm PHASE 11 ,. • i + TO BE COMPLETED AT LATER DATE Z 22 i1 f � ` _ WILSON AVE. i I Q v - _ • 11 W rn�yY 3 �vE�✓sHEE-f�f� q-z 1 A P.A. } w DESCRIPTION O F REVISION DATE APPROVED P.A. >t .�::.�� ;`ter .._ ._ co CITY of RANCHO CUCAMONGA F cc T� w TRACT 14496, 14495, 14523, 14494, ,� • + 14 • BANYAN ST. r- +. ADJACENT RESIDENCE •• ++ sem , , _; 14493, 14522, 14498, 14497 & 15902 +. PANDA DEVELOPMENT .' + • RANCHO ETIWAN DA L.M .D. DAY CREEK BLVD., WILSON AVE., Uj •. .• �, ,• INTAGE AVE' BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. • % ° •• • . � � � . . • ' � * 4, " _ _ _ _ _ . • Q ENLARGEMENT � • ENLARGEMENT e CONSTRUCTION PLAN Underground Service Alert N.T.S. FOR PHASE II ROUTE 30 N.T.S. APPROVED BY: �_, DATE:l�d1/�'j� CM3 • Call: TOLL FREE N.T.S. PLAN CROSS REFERENCES ���° ��"w� '9� CITY ENGINEER �R UP RCE No. 2459 °� s DESIGN ARC,yITERRA DESIGN G O REC LADED LANDSCAPE ARCHITECTURE a c� LML/KPF SITE PLANNING 1 _800 FOR NOTES AND LEGENDS, SEE SHEET L-2 w 10221-A TRADEMARK STREET h1�( FOR DETAILS, SEE SHEETS L-14 & L-15 J A,u,e DRAWN RANCHO CUCAMONGA,CA 91730 SHEET FOR SPECIFICATIONS, SEE SHEET L-44 - s * MSS/JLP (909)484-2800 FAX: (909)484-2802 L-9A 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-23A s ne TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-37A SCALE: 1" =30 �� eQ ��� CHECKED REVISEDS/23/04 RLA NO. 2834 DRAWING NO. rF OF C Ik JAF/RWK DATE 8/28/02 JOB NO.0377 5 1803-L SHEET OF CONSTRUCTION LEGEND O PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. ■ A EXISTING PERIMETER WALL FOR PANDA DEVELOPMENT TO REMAIN. RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR -'■ • . . . . _ _ _ GRAPHIC CLARITY.) ■ '•. O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE -,,i 14 •�� CONST. PLAN FOR REFERENCES TO HORIZONTAL CONTROL. rn ■ W O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. I ' ■ W 12 F— ; ______-- _ � (_ 24 23 O ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. ____ t W I ' STREET LIGHT PER STREET IMPROVEMENT PLANS. •'" — _ . ■ — — ——— —�`_�—_—�"'�`—+_a_�+.a:s.—a—fir--'!mss � ��� .e �. _'�„�,-,.�..,' , , S U) ` • 6 _ _ 1 A u) - �-'"--r- F— ; . DRAINAGE CATCH BASIN PER ENGINEER'S PLANS. W --- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- -- __ _ - ■ W - 8 FIRE HYDRANT PER STREET IMPROVEMENT PLANS _ - - - - - ---- - - - - BA►I1FA1V ST. ^ ; 47 ' O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. U) 49 49 50+00 _ �-- ` ' ' • W 15 0 14 11 9 8 6 _�— 11 12 ■ W `• 1�" 1 10 LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS • A& B z IGI� 8--q' 1 ' Z w (CITY STANDARD DETAIL NO. 542), SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND Ty 12 ■ J = 24 - _ - _ , •� PLACEMENT. - - •.' 4'-3" � 36 \ LL W U _ F �- o • ■ �. _ B. C. 2A Q � Z ♦ L11 ,�� 02i ' ' - - • • ' 11 COBBLE PAVING PER DETAILS B& C (CITY STANDARD DETAIL NO. 542), SHEET L-14. 15-0" 15'-0" 1A 15'-0" 15'-0" 15-0" ■ 12 CONCRETE HEADER PER DETAILS B & D {CITY STANDARD DETAIL LA0. 534 & 542 ' VINE POCKET I'(� 0 fi' CONCR )' SHEET L-14. SEE ENLARGEMENT END OF ■ 23 rM O SHEET L-9 SWALE V-DITCH IWIMH■ DECOMPOSED GRANITE 13 SLOPES PER CIVIL ENGINEER'S PLANS. PHASE 11 . CIVIL ENGINEEF770 ENLARGEMENTN.T.S. 8SEE COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. TO BE COMPLETED AT LATER DATE ■ DETAILS E, F & G, SHEET L-14. SEE ENGINEER'S PLANS WHERE RETAINING WALL OCCURS ■ ■ 15 MAJOR MONUMENT WALL. SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. NOTE: ■ ELAND OF HEADER, BEGINNNG OF RETAINING : s MINOR MONUMENT WALL. SEE DETAILS J, K, & L, SHEET L-14. AND DETAIL A, SHEET L-15. ' ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15 ). ■ 8 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINER'S DRAINAGE PLAN FOR V-DITCH DETAIL. O 6' CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. 21 PVC FENCE PER CITY STANDARDS, SEE DETAIL F, SHEET L-14 O 8" WIDE CONCRETE BAND SIMILAR TO CONCRETE HEADER. SEE DEETAIL D, SHEET L-14 • 8" x 24" WIDE VINE POCKET SPACED AT 15' ON CENTER. - 24 CONCRETE PAVING AND DRAINAGE PER CIVIL ENGINEER'S PLANS W ■ 1 W it — _ ' ' w U _ >Q 2 "� 1 W ■ R/W C BANYAN ST. CL c� ° V) ' 6 53 54 _ 5___ _� 7 �–----- -- 4 — LL W 24 W 0 ■ 5� _ 11 z fr - PVC RAIL 21 12 IV-9'R ::) Z W —j 21 12 _ ■ --` 6 m SHEET KEY MAP 14 -0"TYP o "v cc A.'o o B - o) o Q U J C o, b PA. - a, A� B_ " i Qm f: iD _ � �, °C' PA. tO � o> o m 3 �,, RA. 4 z - - ®. 'a BD Q WILSON AVE. REFERENCE FROM FACE OF WALL U W — • . DESCRIPTION OF REVISION U ■ 1 A .31'-s" 65.8• . . . — 14'-9 • .— 65-9"—... f6'-6" 8'-9" 8'-6" 1 w DATE APPROVED - CITY of RANCHO CUCAMONGA ' 12 21 W BANYAN ST. TRACT 15493 & 15902 ■ m ' 3 SCALE: RANCHO ETIWANDA L.M. D. ■ SWALE NOTE: Uj ■ SEE DRAWING 1782 FOR SWALE DETAILS. DAY CREEK BLVD., WILSON AVE., ■ w NTAGE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. ' Uj ir ®� CONSTRUCTION PLAN Underground Service Alert ! �� ■ ROUTE 30 N.T.S. PP Y: DATEV.. Cali: TOLL FREE ' �.�,°�m P� a CITY ENGINEER RCE No. 2459 PLAN CROSS REFERENCES WALKWAY LAYOUT NOTE: a LANDSCAPE ARCHITECTURE �`� � DESIGN ARCHITERRA DESIGN GROUP REC U ;D 1 -800 CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS w �w LML SITE PLANNING AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED OR FOR FOR NOTES AND LEGENDS, SEE SHEET L-2 � -4 10621 CHURCH STREET, SUITE 106 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS REFER TO CIVIL ENGINEER'S FOR DETAILS SEE SHEETS L-14 & L-15 �e fe DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 422-4133 FOR SPECIFICATIONS SEE SHEET L-44 ` 731 °° * MSS/FAC/CA c ��'`-280o FAX: I9os}484-2802 L-1 O STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, � �� ire TWO WORKING DAYS BEFORE YOU DIG CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, EET L-24 `��q� e CHECKED REVISED 12/03/03RLq NO. 2834 DRAWING NO. PLANTING PLAN, SEE SHEET L-38 OF CA RWK DATE 8/28/02 JOB NO. 0104-5 1803-L SHEET ON 1 I I 12 � R�3_ , A._ _- ; _ 2 �A- - -, U CONSTRUCTION LEGEND _ - - P.A. _ — 1.sj P A 46'-6 o's'o" 9s 3' �- 1. ( - O PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. 5'9,8,-0„ �,6, 6'-0,�,-0.. ,3,. P.A 6' -0° — �9 9" ' P.A. � � 1 PA. _ �" O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) Q �-- F'— W --- j i ) l ) 1 i JA - W 3 CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR _- •w>.. REFERENCES TO HORIZONTAL CONTROL Z 3'-0"R 3 4' R Ar. 3.-0.,R 3 0 H _ - N A 0 r —3 3 o R o R ;: A. 3-0 R ` 3 0 k 4 ACCESSIBILITY RAMP PER STREET IM OVEMENT PLANS. _ _ -._ – __. . U1 PR Q R __.._ s 3-0 R k (� I 11 10 9 3 _j 4 F– O ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. Q V86'-0" 75'-3" 83'-3" 76-0" � w (,j•j 10t00 11 12 13 14 6 w 6O STREET LIGHT PER STREET IMPROVEMENT PLANS. LL W — I — — ----�— — — -t---- — I— — _ c — 4 U) ��-----�� � —� DRAINAGE CATCH BASIN PER ENGINEER'S PLANS, Q cc WILSON AVE. ■ > U s 9 D 1 14 9 3 6 12 z —0• m,9„ W 8� FIRE HYDRANT PER STREET IMPROVEMENT PLANS TYF z W C 4-o R -- --� 9 CURB AND GUTTER PER STREET IMPROVEMENT PLANS. 4-0 •PA FA z � . - - _ • •_ _ _ _ O LANDSCAPE BOULDER AVAIL. FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B 217 .. � U 10 - Q A. (CITY STANDARD DETAIL NO. 542). SNFFT L-14 SFE CONSTRUCTION PLAN FOR S17F AND PLACFAIF NT \ A 36' A B 24" I 11 COBBLE PAVING PER DETAILS B&C (CITY STANDARD DETAIL NO. 542). SHEET L-14. 1 12 0 12 6" CONCRETE HEADER PER DETAILS B& D (CITY STANDARD DETAIL NO. 534 & 542), SHEET L-14. 13 SLOPES PER CIVIL ENGINEER'S PLANS. 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE 0 DETAILS E F, & G, SHEET L-14. 15 MAJOR MONUMENT WALL, SEE DETAILS H. I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. 0 16 MINOR MONUMENT WALL. SEE DETAILS J. K, & L, SHEET L-14. AND DETAIL A, SHEET L-15. I } 0 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15 ). TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 1 � /,' _ y` ! 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. 2 • % `` ��j 20 6' CHAIN LINK FENCE - SEE CIVIL ENG, PLANS FOR ADDITIONAL INFORMATION. SEE L-8. ■ W 12 10 3 13 11 w ■ '6'-0" 95'-3" -0 5 9 57-6 6'-3"6'-0" " " Y t ■ V J � � yl `s p 1 � 1 P.A. . .. - .--._ _ _ _____ ._ .� - — - - -. _ _ _ -- - U-1 i 1 � ! w _ ._ - - _ -— -- - w — _ - - P.A. P.A. w ■ ! , 33 _ P.A. ` y `J l _ r ��....JJ Ty ••_ --. 3 i .rte - .1 G _ _-_ _ .�—..—� .. .- • •" ` _ _ l3 dL 3-0 . 00- 3 0 P, 3 o F3 3 R Z w ■ C� - , w : 79'-6" 83'0" 8T-9" 84'0" : U \ . < — —m 16 17 18 ■ G ` z • —' 4 6 9 5 14 8 WILSON AVE. - L 1A J ■ � 6 3 ■ 1 0 7Y ■ _-J �,? � U m ■ F_ — ■ 4'-0"R w ■ t : P A P.A. Q ry` ,i �. _ a4 u � ■ Ljj fi <4 I SHEET KEY MAP �. w ■ \ y J 4, I ■ :. T \: 0 Z 1 — i ■ > a I U J ■ ico Q - p WILSON AVE. , 1 I w w � p cr_ LA _, �_ � DESCRIPTION OF REVISION w DATE JAPPROVED I o _ � co CITY of RANCHO CUCAMONGA w 1 F�A T1 C 4 1 5 93 & 2 - 590 BANYAN ST. J CD I ,1 II _ RANCHO ETIWANDA L. M . D. w DAY CREEK BLVD., WILSON AVE., VI BANYAN ST. VINTAGE AVE. & BLUEGRASS A CO _ NTAGE AVE. G SS VE. w = U CONSTRUCTION P LAN Under round Service Alert Ir o 9 RC5 E 30 �� - d 5 AF F r�CJVEU t�Y. L)Al E . �- • N T . SCALE: 1" 30' - ISCAP CITY ENGINEER ,� RCE No. 2459 C� �" � Call: TOLL FREE PN F I'I PLAN R REF y'T Um w,� 79 CROSS REFERENCES a r ARCHEI E RRA DE ;')AGN '_iR0UF' WALKWAY LAYOUT NOTE. i �� sA DESIGLML LANDSCAPE ARCHIIE(,EUHE EEC D 1 —800 CONTRACTORS SHALL FOLLOW THE SIDEWAL-K LAYOUT AS INDICATED ON THE PLANS FOR NOTES AND LE END H _ - "' �' SITE PLANNINGn� ?� G S SEES E ET L 2 w 1062, .+, v A CLOSELY A POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED OR FOR p � CHURCH S1[it F T. SUITE 106 S C OS S OS RANCHO NCHO CUCAMONGA, CA 91730 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINFER S FOR DETAILS SEE SHEETS L-14 & L-15 _. SE 1E E 1 4�2�4133 - FOR SPECIFICATIONS SEE SHEET L-44 * _ * MSS (909)484-2800 FAX: (909)484-2802 STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-25 r4at� ?�P CHF CKE D RLA N0. 2832 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-39 rF �oP DF�/1WINC� NO. �F �A�` RWK DATE _ 8/28/02 JOB N0. 0104-5 So ,3—L IS 3 L C�,I lE I 1 H _LA CONSTRUCTION LEGEND 4 \ LO PERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. J • RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PLANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) W O W ■ r 77 ■ O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS. SEE CONST. PLAN FOR ■ REFERENCES TO HORIZONTAL CONTROL. W : (NOT IN CONTRACT) O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. r .W Cn ■ ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. -- W ■ O STREET LIGHT PER STREET IMPROVEMENT PLANS. W ._ � ----- --___ DRAINAGECATCHBA IN PER ENGINEER'SPLANS..W_ ' ' U 8 FIRE HYDRANT PER STREET IMPROVEMENT PLANS U E ' ~ ■ U Cl) ■ 21 C ■ CD so's° t-15 189`-0" r-0" • = O CURB AND GUTTER PER STREET IMPROVEMENT PLANS. 22 } a - - --- — - --— - i ■ ■ ■ �� - - ----�— 23 1 24 25 26 7-3"R 27 ' - ■ � _ ._�.A .�� ._� LANDSCAPE BOULDER AVAIL FROM LOCAL ROCK QUARRY APPROVED BY THE CITY PER DETAILS A& B _- _ t a_ A [ _ _ ____-� . _P A_ W (CITY STANDARD DETAIL NO. 542), SHEET L-14. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. -77 19 WILSON AV -0"R — W ' E -17 __ — --- U) 1' 11 10 3 14 19 � X C. 18" • _ • W ■ -• 5'-0"R '7. S'-0°R z 11 COBBLE PAVING PER DETAILS B& C (CITY STANDARD DETAIL N0. 542), SHEET L-14. P.A. - - - - - - } PA.• - fi CONCRETE HEADER PER DETAIL & (CITY STANDARD DETAIL 534 & 54 ) SHEET L-14. s _, _ P A 12 S B N0. • 5 0" ' ' 51-01111 . y. 5'-0"R = D C 2 . UJ �3 ) SLOPES PER CIVIL ENG!nIrER'S PLANS. 12-0 _J ■ E 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE ' I DETAILS E SHEET L-14. is'3" X50' F, & G, -� - - 14'6" 18'3.. ■ I I ! 15 MAJOR MONUMENT WALL. SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. ' Q •_ -' x _"___ MINOR MONUMENT WALL SEE DETAILS J L SHEET L 14 AND DETAIL SHEET L-15 • . K, & A, P 17 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15 ). TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINNAGE PLAN FOR V-DITCH DETAIL. t � 20 U CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION. SEE L-8. ■ ' (NOT IN CONTRACT) W -- __ _ -- -- -- - -__ W . --- -- ---- __------- - ■ " 153'3" T 9" 152'6" — — — 8'-3" 159'-3" 11'9tD ■ 28 2-3"R 3"R 29 30+00 - . 32 uunu nrK :dans 2'0 {� 1 17 5 3 _ 80 WILSON �23R ` 2'-0"R `� IZ x ■ 8-0„•;: 1Y SON AVE. 12 OD 9 3 14 SEc;F wwnrw DL-m, 1Y 17 10 0 W ------- ! 12 4 W z • ' nF T —1` U 40R , r, o°07E7, > 5-0R .. a 3 ■ 4 . PA ; r 4 0"R `r • • ■ ■ ■ CID ■ ■ ■ ■ 1 i ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 19 1 14 12 Q 1 12 19 I _ MATCH INE 'Y' SEE SHEET L 13 SHEET KEY MAP - -- - --- _ _. __ — - _ ------ ---- — 19 Q - 12 ox � LLJ o O zm WILSON AVE 4 Yw DESCRIPTION OF REVISION DATE ArGF3nvE �; U ._ ._J" > SCAM , - 3o' Q 1w CITY of RANCHO CUCAMONGA co Q 0 1 RACT 15493 & 15902 W BANYAN ST. cc RANCHO ETIWANDA L. M . D. —, DAY CREEK BLVD., WILSON AVE., BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. w VINTAGE AVE. CONSTRUCTION PLAN Underground Service Alert . Ro E 3o N AF'E 1F;UVE U E)Y. • . L)AI E o>- Call: TOLL FREE ��� ID SC A P� CITY ENGINEER RCE No. 2459 PLAN CROSS REFERENCES �� ��"'w�P�9y [�ESIc�N ARCHIL E F HA DE �IIiN GROUP f�EC WALKWAY LAYOUT NOTE: z �6 � -A LML LANDSCAPE ARCHrrECIURE M DEL) {h� 1 -800 CONIHACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS FOR NOTES AND LEGENDS, SEE SHEET L-2 r w m SITE PLANNING v 0 c> 10621 CHURCH Sl HEI T, SUITE 106 N,, v AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR J L)F�A VI RANCHO CU0 FAX: (A,CA 91730 Sf IE [_ I FOR DETAILS SEE SHEETS L-14 & L-15 (909)484 2800 FAX: (909)484 2802 L- 1 2 �► 422-4133 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S FOR SPECIFICATIONS, SEE SHEET L-44 * MSS STREET IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, �� RLA N0 2832 CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-26 ��q �`� CFiE CK .U DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-40 TF of CIN1.� RWK DATE 8/28/02 .JOB NO. 0104-5 1 803-�-- SI 1E i I q1_ Uf CONSTRUCTION LEGEND OPERIMETER WALL PER CIVIL ENGINEERS ON SITE PLANS AND APPROVED CITY DESIGN. / > 2 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S PL_ANS.(SHOWN ADJACENT TO WALL FOR GRAPHIC CLARITY.) ' O CITY SIDEWALK PER CITY STANDARD NO. 103. REFER TO STREET IMPROVEMENT PLANS, SEE CONST. PLAN FOR t ' 0 REFERENCES TO HORIZONTAL CONTROL. 12 ' / I : z ■ F-- 4 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. i � w O 31'- 99'6" t 39'-9" 90'-6" 16 31'-9" 36'3' I 167'0" ' S ELECTRICAL VAULT PER ELECTRI CAL ENGINEERS PLANS. 3 11 10 10'-0" a C _ 44'-0' 8T-6" .P A ` ` :1„`0' rs �,, ' TYP YP T 1 10 0' `1 w o N-- `�_ '� P A-- ��` / 6 STREET LIGHT PER STREET IMPROVEMENT PLANS. F- TYP P.A. — >e 1 U rn o a: r rrJ` I 1 6YEA ( L rx o ��� 7 1 - p.. >� _ N r DRAINAGE CATCH BASIN PER ENGINEERS PLANS W PA. ;, o a' 4 . ” %'J o o r - - �,. �i' Jr> r t� `x�fit PA ■ O A w = y o r o `_, r -�, •.;; �Z. cn r� r ;. r za t.- ! F F W ,_ n- ,Y � _ n r., .ice, ;w ,. �. D ftG i AY LINE �.. o k - -.. _. ;, f..r':r" .:I -..; ; r -:� �' ,:... . ,,:.- _z � co o -- - -,-_., .;, ,: - I ., O ;' U, ,.,. ., g FIRE HYDRANT PER STREET IMPROVEMENT PLANS 1 _ n B 6, P. r. c, _- — ^ r ,.. 59P. x = PA PA 9 : .: r ,.••` -- CURB AND GUTTER PER STREET IMPROVEMENT PLANS. s. : •P.A. n .7171' LL F O O z - � - r r Q } 39 3' (6 3t 69'0' L6 _ 27 0' 6-0 Q _ - l= ` '��`'" Tye 31 10 LANDSCAPE BOULDER AVAIL, FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER DETAILS A& B . . y P.A. -�=-�—'�'. �, a ------- .,. f • - - 107'-3" IL N 4 14 -__ - _,,.___w_.__, . ; / 2r, 26 °; �— W (CITY STANDARD DETA 0. 5 2), SHEET L- SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 155'-3" 23 _ _ 2� - —t--- - - f - I- - - rn - ■ z A. 36,E 22 _ - 8 ■ J B. 24" 21 _ - -+ - BLUEGRASS AVE. ■ v C. 18" 9 6 �;� BLU EG _ ■ ~ 11 COBBLE PAVING PER DETAILS B& C (CITY STANDARD DETAIL NO. 542), SHEET L-14. 1 MWD RIGHT OF WAY LINE ■ Q< .._:-.,. R: �_- . F ^__•..--:....:. - .._ .: -•_,.- >-.- :... y.-:r._-_e. .. Y-...:-. .0 N^ :-. d' I .:..,.+....'c-•.._- E..fes'--,-, 6" CONCRETE HEADER P - """ C PER DETAILS 6& D CITY STANDARD DETAIL,.-, - ,....,. : � _ .. w.. _ . - - _ ___ -. - —.— _ . _ - - --- _:.., ., _ ■ S L N0. 534& 542 SHEET L 14. w 13 SLOPES PER CIVIL ENGINEERS PLANS. 14 COMMUNITY TRAIL WITH DECOMPOSED GRANITE AND PVC FENCE PER CITY STANDARDS. SEE DETAILS E F, & G. SHEET L-14. 15 > MAJOR MONUMENT WALL, SEE DETAILS H, I, K, & L, SHEET L-14, AND DETAIL A, SHEET L-15. _ O m 16 MINOR MONUMENT WALL. SEE DETAILS J, K. & L, SHEET L-14, AND DETAIL A, SHEET L-15. D i 7 ROUGH EXPOSED AGGREGATE. (SEE AGGREGATE MIX, SHEET L-15 ). z O 18 TRAIL LIGHT PER ELECTRICAL PLANS . SEE SHEETS L-46 THRU L-52 Q 19 CONCRETE DRAIN SWALE L-12. SEE CIVIL ENGINEER'S DRAINAGE PLAN FOR V-DITCH DETAIL. ■W 33'-0" 961_3" 21'-6 73'-6" 24'-0" 20 6 CHAIN LINK FENCE - SEE CIVIL ENG. PLANS FOR ADDITIONAL INFORMATION, SEE L-8. w 12 1 ' W _ 10'o" W Q 52'-6" 80'3., - — o?o o _ 10'0' J Y P W _ P.A o -_�� 10 9 8 11 P.A. C? ` �''4'"" cn 10 1 3 0 °° 1 CO CO _ p A m " U �Cp = _ _ °? rn nor Y T C ? - -.— C� / O Y\ i Y 4 -y( Cn 0P . N V r w r -? P.A `# P A � P A _-.... .. .. �� r;.�"-.-. r . ..:= P -'- tj, ,,z -:' 'i t, rye' -, �- � + . .,-a:az�-c,.�... - ..�,�,�..-�- . ,�L.._ ,-Z,. W V, ■ W 55'-9" _ 103'-3" 10 109'-0" 181'-3" 84'-9" ■ W Q 6 27Q — — — 28 _ — — 29 _ — 3000 — — — 31 — —�— — — 32 — --{ — — ■ W W . BLUEGRASS AVE. z J J ■ _ U .rte-�^-�•.�..-._ rWRI � �.......�-.-�+s w •-,•• " � - - _ a-•• .--' '■ • W ■ 0 W W Q cv SHEET KEY MAP ■ ■ T i r X ( w LLJ 1 3 8'-0" 8'-0" 120'-9.. 8'0" 7-0. I% -L� m W W � — U) n 1, .•a-e-m .. _ . O? , � ' Q WILSON AVEIF77 . VJ N - VJ e • . - .� R wa toR :w DESCRIPTION OF REVISION cc y,. P.A jLLJ Q — DATE APPRDVED CITY of RANCHO CUCAMONGA w w 153'-3' r� 1 — V1 _ ■ 10 11 34 - u I 1 RAC1 15493 & 15902 s 8 ■ W BANYAN ST. J - jm — — — — — - L ,� _ z � -�-- RANCHO ETIWANDA L. M . D. BLUEGAS AVE . - . W J r DAY REEK BLVD.,� C L D. W ' WILSON AVE. UjVINTAC AVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. U _ ' ~ `\ 1`�. CONSTRUCTION PLAN U . Under round Service AlertCQC a . ■ ■ G ROUTE 30 9 F F�ovE U BY Uel E }- AF" ; y o • ` G ' rCrumli . 9 Call: TOLL FREE �PNp SC APF CITY ENGINEER RCE No. 2459 PLAN CROSS REFERENCES ' a as DESIGN a L'A D EF�F�A DE s Iry UF4oi_�F FiECOMM )ED / WALKWAY LAYOUT NOTE: ��, m LML _ a LANDSCAPE ARCHII E Cl UFtf 0 ti 1 -804 CONIHACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS FOR NOTES AND LEGENDS, SEE SHEET L-2 SIZE PLANNING AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED, OR FOR `� 10621 CHURCH sTHEE t, SUITE los FOR DETAILS SEE SHEETS L-14 & L-15 D[iAWN RANCHO cu0 FAX: 90 CA sn3o oaf If E 1 ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S * ''' `"' �k' MSS (so9y a8a 2aoo FAX: Iso9}48a 2ao2 L- 13 422-4133 FOR SPECIFICATIONS, SEE SHEET L-44 Sl REST IMPROVEMENT PLANS. FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD, _ � � Q CONTACT THE CITY INSPECTOR'S OFFICE AT (909) 477 2740. „ - , FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-27 �� �` RLA NO. 2832 TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 - 30 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-41 \rF o F C a�•�FoQ CE1f CRW[K DFiAWINC NCI. � DATE 8�28�02 JOB NO. 0104-5 1503-L SHE [ 1 42 OF COBBI FST ONE f 2°a IN R O A FIA I SIN UP 6'POC MOW CURB CASE 1 PER GET STD 534 MORTAR TOOL MORTAR JOINTS 51DEWALK 1Q' 1• TO ACCENT COBB[F OR CONCRETE 1.VERTICAL.GRAF)Pi The following grades shall be ofnerved COBBLESTONE HEADER O.-S�x optimum HARDS!APE r�] r J r- 10ar rP.xnn n,for dislances over[00 feet. v MORTAR,EVEN 1 q� III- ,n for dlstancea hmnrd to BIM)feet or less. v • W,CURB Ili piniaxin u t ponh ,n em-ne cases and for short distances under 100 feet,and only 6'MIN CURB AND WAi K .n execs where•nn vehn lc access 1.Tchr cXNCled 2.('ROSS SLC I ION-2-oar o unuim.6x9..maximum in a owed location only JNDI RW A `f:N ! ,:;ION( P Pf'r 3.I)RAINAGF.: p,d [rail ,,h,rT ezreedc d water ban,splash curbs .ether diversIf,,, Y 1 ml may be rranired 1,,,anon of dr mape deux a�10 he review ed anA ap[x caved M1a[hc 7raih Ach ic+x a('urmrunrr C-1rotor to ms:all and a ppr-vel>.Gt halved - -2 BOULDER 0-St:2 (LOCATE PER PLAN 3'MIN.SOLI DEPTH AT 3,S11)F SFOPF,C'lITS and FD.J.-2:1 maximum,296 rrrazirmtm between curb and trail.':l rnaz turf&3,1 rnaz 1 EDGE OF CORN F shrub. gnwrnd cover M1ehI nA tral (k-cas,on. slop,varmlion,w 111 he considered on a case b)case basis and w411 require SIDFW AL K OR CURB COBB[.FSTONE i 4 3approval M the CityEngnxer CONCRETE HEADER-112'RADIUS END CONDMON \. 0 EXPOSED EDGES&FINISH PER PLAN S.Sf`REACING,Trail surface shall be decomposed granite with 4 inch mimmom base Remove rocks and debris and 1'IN LAWN (INSTALL AT GRADE LEVEL AT SVIALF gr do.carfare smtx+u. p C iF� F?� ROSSINGS) 1/2'RAD 6.C I EARAN('E All trees shall maintain a 10 foot minimum clearance.Adequate sight distance to he maintained at all • 4 -- ` o L7'MINPAUM 0 6'.OF1 8" rote ,evlion,and drive approaches Fence fine shall end IO fee;hack of the B( .R ar E.( R m all fool easements In f CON^•RE f RED -•-2/O MIN•�� FINISH GRADE smaller easemen(s.tletenun nnou should he-A,case h)case Fcucc h-shall cud s 1-1 hack tion.the top of Lire,X' at EE NOTE drrvr aplxoaches Ade<luatc access to uldne-s should Ex-mamtatned I-ce line shall end 2 feet to erthel sale of tyre C.) y `\ `) rhydrant and I toot to,ober side of any street hght oru11hIN pole --. 1 1 7.FI(1( N .>I>and I)KAIAGE CH A'v^v F.I ('ROS SIN(::V1T1ere trail must cros. existing or propr,sed drainage channels,the • CASE] 2'WI,X MORTAREOSTONFSWALE �) -r J T _ .•�• controuny of the trail shall be maintains h)the construction of an appropriate irusslny such a bi ramp ways. • • • DEPTH - `� _ T _. - v etth'en etc. 1 ransverse mediae broomfinish concrete shall he used to prevent slifli Ino metal.•car faces per mored) Narural strcanlhcd IT11-11:+.s ill-ild Ix-Zeit-naolTal a pos..rhic -- - \U� �� �- �•1 8.1 KAl7.F.. IRAN('h'T-rat[entrances shall be des.gned to prmlde for equestrian.pedestrian Rtikmg use anA sha)1 • _. a - ./"•- - - - • discouraee motor achicic and motor-Yc k access.except 1 Heal Feeder I raIis siwll provldr or,r, (x morn means of _ t IPA, 3 RE-BAR CONTINUOUS i - unolasu acted xebec alar ace rs. htt Benne vehl les Aacr.s Lew aliens sal+I e.-t to aiy+rural ha t}ie-Ire Is Advsor) • �' - CORN FSION! • �- CONCRETE CURB I [ 1 11NLES, 07HE NISE NSTRUC ED, (e nonAu< Kc(e Io stn nAnrd C.nw ft r ha Hers and g 'Whir-the., ..n. hn naa.the trail sht aid LTM sled. I .. S T l - T .5 .+ ,. + roes + sI ns -. - Ix' • 4•CONCRE EE BE i W:03 BAR / , BF N[.ATH CORR!i 10.CONCRU-1F;APRONS For dove app-bei,at trail entrances or at drAlnape croi concrete aprons shall he a transverse"medium hrc+o.,finish SEF ABOVE DETAIL 2 5 I I.C<ONC'RI-11,.RJAT)PK n Shall be 6 inch concrete header between the asservice asphalt road and the equestrian uestrn trail a - CURB&GUTTER FOR END CONDIT ION surface.Asphalt must have a(frquate structural xcuon if hwtt hY developer 2 WIC 14 MAX HAD 12.SPECIAL.NOT-ES-Most Regional Trails follow existing m planned flood contml facilities conirbructed by the San (• Bernardino Count)Rood Control 1)i5tT1Ct and Army Corps of E.n ne-eas 'ITerefore,an constnictlon w tUon dicer 14 2 $ + . LEGEND: r1 I t f a re ores review and approval ba those a entree and is sub c;t to their starydards and _ I _ry -_.. - -_.._-. <� �'..".,T_ . g i.00_w, 7� 9� t•P g. 1 pohcres 6'PCC MOW CURB PER 1. CONCRETE CURB PER CML ENGINEER'S STREET IMPROVEMENT PLANS. p q a crTr sT D 53a 2. CONCRETE BED UNDER COBBLES,T THICK MIN. LEGEND.�. 3'IIFM.14 MAX.Rao _ 3. WASHED GRANITE COBBLE,6°TO 12"DIAMFTER,FLATTEST SIDES FACING LR. 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOU.DER'S ' SET COBBL FS IM 0 CONCRETE BED IMMEDIATELY AFTER POURING CONCRETE. DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE NOTES SIDEWALK HARfWAPE NOBS U) PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT 1 CONCRETE CLASS 5?0D-?S o JOIN AT RIGHT ANGtFs(TYP, 4. MORTAR JOINTS WIDTH VARIES(114"TO 1"WIDE MAX.). o LOCATIONS PRIOR TO INSTALLATION. 2 ROCK SIZES UNLFSS OTHFRWSF SPECIFIED SHALL BE t PROVIDE SOME JOINTS AT 1(r-0'0.0 AND 3B'EXPANSION BOULDERS MAX 3-0'=MIN 2 0' o JOINTS AT 20'-0'O C. COBS,FSTONE s MAX 12` MIN 6 wrTH ONE FLAT SIDE 5. COMPACTED SUBGRADE-COMPACT TO 90%. 2 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 2. 1/2'POLY-FOAM EXPANSION JOINT AT EDGE OF Pt;VING ABUTTING BOULDERS. 3 BOULDERS Shut I RAVE 13 EWE COBBtFs SHALL HAVE M EMBEDMENT 3ROUND('.OVER AREAS AND BE`WEEN C!Tv-MAINTAINED TURF AND 4. ALI SPACES BE 1WEf N'STONE F S"ALI BE FILL FD WITH CLASS'D MORTAR 1 PART CFWNT d 3. ADJACENT CONCRETE PAVING POURED AROUND SOUL DER, SEE CIVIL Toe-12 PARTS SAN?12000 PSI liIIANDCEMENT CONCREIE (NO'DRY PACK IS ALI OWED) a ;. CINA L EMAINTAINErAREAS CITY OF RANCHO CUCAMONGA, CALIFORNIA ENGINE F RS PLANS FOR FINISH 5 A SAM YF AREA M'N 40 SG F1 SHALL BE APPROVED BY THE CITY'NSPECTOR,PRIOR TO PROC4 E DIN;;WE H RE VMNING HOCK WORK FINAL III NG POSITION Of ALI ROCKS TO BE APPROVED BY THE CITY INSPECTOR SI ANDA'Fit PIAN 6- ROCKS SHkt ELF SM)Ol n HOON[*D AND FREE OF OBJECTIONAR[,EASESSI tGURAT IONS&EXCESSIVE IRON CONT I WAPFKtr IvF Pv 4. (Dob COMPACTED SUB GRADE 7 ALL COBB[EST ONE ARE AS SHALL HAVE 6'x 6•CONCH[I L HEADER AS AN EDGE AT PLANTING O TRAIL NOTES 6 ROCKS:APE S40ULE IOL.OW GRADE WIHERF SL OPES EXIST AND MAINTAIN A 2`%•MIN AT AL TIMES WITHIN THE R O W f C WORKS1 00 ,tel Aq� PLANNY:i CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA - A,.;..�.. � ... p [7 C!Tv r INE f R CONCRETE HEADER � DATE USE WITH ST gNDARD SE'ECIFICAT IONS FOR PON W, CON`;1HUClION R.c E SHE E T 1 of 1 Q AI , RIVER WASHED GRANITE rAN(✓RDPIA" 534 24 953 C) OF I COBBLESTONES '.;'•Ft.,VJLtt; DA'i •,,t-111 STANDARDSPECIFr;ATIONSFOR PUB:K:W. --HJCr10N 542 F 24953 5~EE , DATE USE WIIHSTANDARDSPL:<_IF;CATKNJS FOP PL"Ir WORKS OJNISTROCTKNI SHE ET 1 CIF 24953 BOULDER BY PAVING COBBLE PAVING COBBLE PAVING AT MEDIAN NOSE r � CONCRETE HEADER TRAIL NOTES z. sm • SCALE: N 1.S. #0001 SCA[ E N.T.S. # 542 -` SCM E: NTS. , SCAL E N.I .S. 534 SCALE: N.Z.S. 41002-A 8'IJ'0C 3 5'X5'PVC POST TYPICAL SECTION _. RAIL ENDS TO BE 3 4 2 SEE DETAIL A, 1 2 3 y CENTERP)ON POST_ SHEET L-15 2'X6'PVC RAIL 2D'DEDICATION - Ir1___ Q) DECORATIVE BLOCK WAL 1 -"tr v - \\ _ ,�v MOUNTING RRACKF� `�J � PVC FENCE C FENCE POST CAP PER STD.DWG 1010 ,Y, ,ONCRFTEHEADF "r to l + - a S •-- -�-`\; --..- ,._m._._ ,:.fir • J t � C o� r �lk1#14C flO � l i ♦�lciII lu O �o � 0 � 4�\ R -TAPPIN HEX HEAD SCRFWS 4 DECOMPOSED GRANITE 6 - 5'X5'PVC,POST j , ,G n 270` t L\ N 2x6'PVC RAIL -- - v STREET 0 0 OO 1g' PLANT ER AREA CURB AND GLITTER ELEVATION A-A LEGEND: 7 d i, SEE DETAIL A, SCALE' 1/4"=1 -0 PLAN VIEW(REAR-ON) BEOCK WALL SHEET L-15 1. SMOOTH CONCRETE FIELD w/RECESSED CONCRETE LETTERS AND NATURAL COLOR PRECAST \ PLANET ER AREA MOLDING#J-4-L BY CALIFORNIA PRECAST 909 657-7913. MITER CUT CORNERS AND MORTAR TO W coNCRE I HEADEZR 5 MONUMENT WALL.ALL JOINTS TO BE SMOOTHANDEQUAL AROUND RADIUS OF WALL RECESSED RAILS SHALL REMOUNTED ON TRAIL SIDE OF POSTS CONCRETE LETTERS PAINTED BURGUNDY.FONT TO SEL ECTED BY THE CITY.SIZE,SPACING,& \ 2 TRAIL -r---- - PLACEMENT AS SHOWN.CONTRACTOR TO CENTER LETTERS ON WALL.A SHOP DRAWING OF THE CONCRETE HEADER PER STD No 534 1 fiAIL 4 LETTERING SHALL BE PROVIDED TO THE CITY INSPECTOR AND ASSOC PARK PLANNER FOR 3 26'SO 2 5 APPROVAL 5 FINISH,RADE � 1 - F' - - 2. COBBLE PILASTER w,'PRECAST CONCRETE CAP#Q-H26PC AVAILABLE (2)3 SQ TAPERED ROCK B TER Q- (:I,tlfa t NOTES STREET PVC EENCS- PE R S1 r, DwG Colo a'SQ --` ��`" ___ HROUGH QUICK CRETE(909)737-6240.ALLOW 4-6 WEEKS FOR DELIVERY. r • . F'ARKWAv 1 EVERY THIRD PVC POST AND ALI PVCPOSTS LOCATED AT 0 - _ _- __ 6 ORANGE q OF DIHF(r ION OR FND POSTS ARE REOJIRF D 0 0 3. (2)2'SQ.TAPERED ROCK COBBI E PILASTER w/PRECAST CONCRETE CAP#0-H24PC AVAILABLE _ -" TO Bf t IL.I F r�Y1rrH',ONCHf.It 1.ALl LANDSCAPE AREAS SRALI BE PLANTED AND IRRIGATED WnH MATERIALS APPROVED By THE CITY rD - - - - ___ _. - - THROUGH QUICK CRETE (909)737-6240,SEE DETAIL K THIS SHEET ALLOW 4-6 WEEKS FOR DELIVERY 2 APPROVE D ST RE F T TR EFS PLACED PER CITY STD DWG 501 _ 2 CAP ALI POSTS ANC FNDS'OF EXPOSED RAILS 0 3 TOXIC PLANiS ARE PEiONIBn ED � • � � - r FSTA,A.BEPvcFENCEavaLABLFFROM • TRA11suRFAce6coMPosEDOE•DEcoMPosEOGRANTfGRAOFSIaoTRToxPFRcerr (I�CIIIC TLO 6fi+ilanc�cl 4 44"SO PILASTERw.fPRECASTCONCRETECAP#O-H36PCAVAILABLETH OUGHQUICKWE(909) 12'SONC !.BE FORM[!) 70TIN� 3 ALI MFMBCRSSH 'COUnTR ., �EIINCE OF APPROVE!)ALTEHNATIVE COMI'AGIIONANDTHEATfDWITHASOILSTII I inti (4 6 Q p = - - *,' 737$240.ALLOW 4-6 WEEKS FOR DELIVERY. a'DECOMPOSED GRANET E 5 PLAN VIEW TYPICAL Of REAR ON SEE STU DING 1003 FOR FRONT-0N AND SIDE ON 0 B. 4 TRAI[SONCURVFS9EOIYFff SPECIAL DESIGN. O O 2 e SEE TRAIL NOTEssTu tat � Q � � � 5. T-13"HIGH T06-0"POURED IN PLACE MONUMENT WALL AND &,s g ��'J �s SEE TRAIL N'JTfSS D NO 1001 0 O O 4"THICK CAST IN PLACE NATURAL COLOR CONCRETE WALL CAP SEE DETAIL A,SHEET L-15.VENEE R TO BE STONE ON Jl \ FRONT SIDE AND STUCCO ON REAR ( r o -4 "_-` _ CITY OF RANCHO CUCAMONGA, CALIFORNIA -_ CITY OF RANCHO CUCAMONGA, CALIFORNIA ELEVATION J 6. 6"CONCRETE HEADER PER DETAIL D,THIS SHEET. 3 _ ;( L �r P S7ANF.A RD PIAN P.+,4.-NE IBV _ B-g 4 - - - ---- _ �`�1l'-- \'/`�I- -,<-it SCALE_ 1/4 -1'-0" 7. ADJACENT COBBLE PAVING.SEE CONSTRUCTION B _�� _ � �-_ B COMMUNITY TRAIL 2-RAIL 20' COMMUNITY COMMUNITY TRAIL PLAN FOR LAYOUT _ - 1010-A _ 1002-A >\ � ELR DATE usf wnHSTANr.aRD svE:yf ICATK>r�wRP,)R;Ic wc>Rr.s cc,NSTHucTI(tN .nYFN,WEER onTE USE wnR STANOARDSPE;:IFIcaTIONS FOR PUBLIC WORKS rxINSTRucTKm Or F 24953 sHFFT I Of 1 E 24953 SHEET I Of 1 8. LANDSCAPE BOULDERS SEE CONSTRUCTION PLAN , FOR SIZE AND LAYOUT. Ak COMMUNITY TRAIL. 2 RAIL COMMUNITY TRAIL MAJOR WALL LAYOUT 4 SCALE : N 1 .S. LIF 41010-A %ALE: N I .S. X1001 SCALE: N.T.S. F ; X19,-0•' 1 NATIVELOCALRIVERWASHEDCOBBLE- ___.-------------_---------_-_6'-8"dia MAX THICKNESS.SAMPLE AREA 1. 4'THICK POUR-IN-PLACE NATURAL COLOR CONCRETE CAPTIEDTO#4 VERT.REBAR IN WALL ALTERNATE BENDS INTO CAP 54" BASE TO BE APPROVED BY INSPECTOR AND COBBL FS PROVIDE(2)TWO#4 RFBAR HORIZ.SET IN MIDDLE OF CAP AS SHOWN. PROVIDE SAW CUT JOINTS EVERY 24"o.c.CONCRETE EQ EQ TO BE SMOOTH,ROUND AND FREE OF WITHIN FIRST 24 HRS.AF i ER POUR, 5 PHS SC APF OBJECTIONABLE DISFIGURATIONS AND 4 IRON CONTENT. 2. NATIVE WASHED ROCK COBBLE(FROM LOCAL SOURCE}6'-8°INDIA.MORTARED POUR-IN-PLACE WALL.BATTER t'OVER 9" �O Kr um W,�, VERTICAL RISE ON PILASTER.NO BATTER ON WALL JOINTS NOT TO EXCEE D 112"RAKED CLEAN. CONTRACTOR TO ATTACH SEE NOT 1 LEGEND: t a� y 36' 4,TOP 2. B x 8 x 16 CONC.PRECISION BLOCK AND MASONRY CLIPS TO WALL AND PILASTER PER MANUFACTURER'S RECOMMENDATIONS SAMPLE AREA TO BE APPROVED BY 1" 1 2 r, 'a 8 x 8 x 8 HALF BLOCK.SEE SECTION A-A INSPECTOR AND COBBLES TO BE SMOOTH,ROUND AND FRE E OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT. 1, NATIVE LOCAL RIVER WASHED COBBLE- chi C m 9 FOR LAYOUT,GROUT ALL CELLS SOLID. 6'-B"dia.ALL SIDES.SET IN MORTAR BED 0 BATTER 3. MONOLITIHIC POURED CONTINOUS CONCRETE FOOTING. PROVIDE MIN.6"COVER OVERTOP OF FOOTING TO FINISH GRADE - 2 ANGLE AS SHOWN RAKE JOINTS SMOOTH.SAMPLECr _ 3. #4 CONTINUOUS HORIZONTAL REBAR 9 212' I AREA TO BE APPROVED BY INSPECTOR AND COBBLES u 4 24"O C ATTACH PILASTER&8"WIDE 4. (3)THREE#4 HOR17 REBAR CONT SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE AND TIE INTO LOOPED REBAR OF a MA TO BE SMOOTH.ROUNDED AND FREE OF OBJECTIONABLE * - 7<:- a WALT TO EACH OTHER GROUT FIRST PPILASTER FOOTING n } t 20f 3 DISFIGURATIONS AND IRON CONTENT CELL SOLID WHERE DOWELLING OCCURS. z �I + ... J S. (2)TWO#4 VERT.REBAR 18'o.c.TIE INTO HOR17 REBAR AND FOOTING ALTERNATE BENDS AS SHOWN. TYP 25° ('' LL 2. 16 x 8 x 16 COLUMN BLOCK, 12 x 8 x 12 COLUMN BLOCK, 2 4- IN VERTICAL REBAR�24"OIC. _� �- v '_ 4 8 x fi x 16 CONC PRECISION BLOCK,8 x 6 x 8 HALF BLOCK F F� _ 6. #4 HORIZ REBAR CONTINOUS TIE INTO PILASTERS AT END OF WALL TYP. 9 cc A q AND 4 x 4 x 8 CONC.PRECISION BLOCK.SEE SECTION A-A F C 5. PRECAST CONCRETE MOULDING. E FOR LAYOUT.GROUT ALI CELLS SOLID • MODE L #J-9 8.5 H AVAILABLF THROUGH 7. 16'X 8"X 16°PILASTER CMU BLOCK FILL FD SOLID WITH(4)FOUR VERT.RFBAR IN EA CORNER TIE HORIZ CONTINUOUS RFBAR $ U) A A 3 CALIFORNIA PRECAST(909)657-7913. FROM WALL TO VERT TIES - p .; ',... 10 3. #4 CONTINUOUS HORIZONTAL REBAR.ATTACH PILASTER ALLOW 4-6 WE E KS FOR DELIVERY MOUNT z c) AND 8°WIDE WALI TO EACH OTHER GROUT FIRST CELL TO BLOCKING TO ALL OW MOULDING TO 8. NATURAL COLOR PRECAST CONCRETE PILASTER CAP#0-H26PC BY QUICK CRETE PRODUCTS(909)737-6240. i ''- SOLID WHERE DOWELLING OCCURS 4 PROTRUDE 3 1/2`BE YOND COBBLE 6 9. 12'X 18'BRONZE CUSTOM MADE PLAQUE WITH LETTERS'RF'OVERLAPPING AS SHOWN IN ENLARGEMENT.CONTRACTOR TO 4. #4 VERTICAL RFBAR 0 CORNERS, 6. FINISH GRADE HAVE SAMPLE OF PLAOUE LET TERING APPROV ED BY CITY PRIOR TO PURCHASE AND INSTAL IATION PLAQUE TO BE FIXED TO i \ A 5 PILASTER SO THAT COBBLE OVERHANGS 1"MAX. > - 5. PRECAST CONCRETE CAP.SEE ELEVATIONS AND PLAN 7 PROPOSED CONCRETE FOOTING PER - - 9 FOR MODE LIMA NUFACTURER f` STRUCTURAL ENGINEER'S REPORT 10. COMPACTED SUBGRADE PER SOIL ENGINFER'S REPORT. POUR PILASTER AND WAIL FOOTING , v� . 6. PROPOSED CONCRETE FOOTING PER STRUCTURAL 1 _ TOGETHER 11, 8'THICK CAST IN PLACE CONCRETE WALT w/STONE VENEER IN FRONT AND STUCCO ON REAR. - _ _ _ - ENGINEER'S RFPORI POUR PILASTER AND WALL DESCRIPTION OF REVISION e. 90%COMP.SUBGRADE NOTES: - _ _ _ 7 FOOTING TOGETHER DATE APPROVE U CONTRACTOR WILL BE REQUIRED TO PROVIDE SHOP DRAWINGS PREPARED BY A SIGN SHOP _ 6 9. PRECAST CONCRETE CAP#Q-H36PC AVAILABLE FOR Gl Y RE VIEW PRIOR TO PURCHASE OF STYROFOAM LE I TERS, 7. 90 COMP SUBGRADE CITY o f RANCHO C THROUGH QUICK CRETE(909)737-7032 C- PLAN 1 A R AL I OW 4-6 WE FKS FOR DEt(VERY ALL STEEL TO HAVE A MIN.OVERLAP OF 16 X DIAMETER AND WIRE TIED AS REQUIRED 8. FINISH GRADE ' , ±»'-0"- , 2 4 9. #4 REBAR HORIZONTAL HOOP TOP,MIDDLE TRACT 15493 & 15902 _ •-.- . _ ' 2 .•,` 8 BOTTOM AS SHOWN. 11 R 7 ENLARGEMENT 111-0" r ---- _ , , - .�;., o - � - - -- -- 1 MONUMENT WALL W CAST IN PLACE NATURAL COLOR I_ • �/ 2 1 i 2 S 3 0 CONCRETE WALL CAP SEE DETAIL A,SHEET L-15. • ---- VENFF R TO BE STONE ON FRONT SIDE AND STUCCO RANCHO E T I W A N D A L. M . D. - . . . O h °- 9 1 2 e" • • - -- - _ ON f -- 8 _ DAY CREEK BLVD., WILSON AVE., i. m BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. � � V p ��n / SECTION A A _ _ �? o SECTION A A NOTES-� 4 f. t IL ; I _ N CONSTRUCTION DETAILS 1. WIDTH AT TOP IS BASED ON WIDTH AT BASE AS STATED IN 10i WALL LAYOUTS. >rT ° ELEVATION 2.CONTRACTOR TO PROVIDE MASONARY CLIPS AT ALL JOINTS. {F r r U V E L] 1 )Y LJ E d ORR STRUCT ENG SECTION A - A SECTION B - B PILASTER ELEVATION - - - CITY ENGINEER � .� .e.� RCE No. 24953 '� 1 MON U M E ,T .BALL _ _ _w C)ESIGN ARGH11 EFFIAAPE UE Si11 vliOUF' MAJOR PILASTER PILASTER LASTS R DETAIL FOR COBBL E ATTACHMENT _ MSS LANDSCAPE ARCH IT E CT URF SITE PLANNING ' 10621 CHURCH STREE 1, SUITE 106 r [)[3nWN RANCHO CUCAMONGA,CA 91730 X71 II E I SCALE N.1.S. • SCALE: N.T.S. � SCALE: N.T.S. Mss (909)484-2800 FAX: (909)484-2802 L- 14 "ki r! CFS[ CKE D RLA NO. 2834 DFA i G NO. RWK DAT 8/28/02 JOB NO. 0104-5 ��00:'d_ 24" LEGEND: 1. 4"THICK POUR-IN-PLACE NATURAL COLOR CONCRETE CAP TIED TO#4 VERT.REBAR IN WALL ALTERNATE BENDS INTO CAP PROVIDE (2)TWO#4 REBAR HORIZ SET IN MIDDLE OF CAP AS SHOWN PROVIDE SAW FOOTING NOTE CONTRACTOR TO TIE PILASTER CUT JOINTS EVERY 24"O.C.CONCRETE WITHIN FIRST 24 HRS.AFTER POUR. FOOTINGS TO WALL FOOTING AS ONE POUR, CONTRACTOR WILL BE RE SPONSIBL E FOR VIBRATING ALL CONCRETE 2. NATIVE WASHED ROCK COBBLE(FROM LOCAL SOURCE)T'4'DIA.MAX THICKNESS MORTARED TO ) WITHIN SIGNAGE TO EL IMINATE ALL VOIDS AND AIR POCKETS POUR-IN-PLACE WALL. BATT ER 1"OVER 9"VERTICAL RISE ON PILASTER,NO BATTER ON WALL JOINTS CONTRACTOR TO PROVIDE EXTREME CARE WHEN VIBRATING NOT TO EXCEED 112"RAKED CLEAN. CONTRACTOR TO ATTACH MASONRY CLIPS TO WAII AND PILASTER EO EO NOT TO HIT OR TOUCH STYROFOAM LETTERING. PER MANUFACTURER'S RECOMMENDATIONS 4 3. NATURAL COLOR PRECAST MOLDING#J-4-L BY CALIFORNIA PRECAST(909)657-7913. MITER CUT CORNERS -�` 5 HOLUDAY COMPANIES-DAY CREEK MEDIAN EXPOSED AGGREGATE MIX AND MORTAR TO MONUMENT WALLALL JOINTS TO BE SMOOTH AND EQUAL AROUND RADIUS OF WALL I 1 55 in - ' a '" I o d "��•'�{ Mix Weights F'outids C. 4 MONUMENT LETTERING FOR PARK TO BE RECESSED 1 112"AND TO BE 1"WIDE X 12"TALL(CAPITALS). , . 1 _ _ VIBRATE FORM TO REMOVE AIR BUBBL FS FROM MONOLITHIC WALL POUR. FONT TO BE "LINOSCRIP "AND r --> _ _._. _ TO READ"Rancho Etiwanda" CITY INSPECTOR TO APROVE OF FOAM LETTERING LAYOUT PRIOR TO --- - i . �: _ ; r;1, ti - 5 3 AGGREGATE GRADATIONS PILASTER ELEVATION CONCRETE POUR SEE ENLARGEMENT FOR SAMPLE HEIGHTS AND SPACING FOR LETTERING. SLF V`1 SIIr #2 1.5' #3 1" #4 F'G SAND COMB. Sri CS. 5. MONOLITIHIC POURED CONTINOUS CONCRETE FOOTING PROVIDE MIN 6"COVER OVER TOP OF FOOTING O `/� ,, �U 02 1.5 A3GRF C,ATE o 2 n3 0.00 w r._. _.... ___._ __.. 10 TO FINISH GRADE `<r\- CFA [ ITE� ATL o _-.__ _ 1 29.8 i8 4 t 00,u Oli U U9 9 1 il 100 6. (3)THREE#4 HORIZ.REBAR CONT.SET IN MIDDLE OF CONCRETE FOOTING AND TERMINATE AND TIE 34 7.9 76.4 100.0 100.0 88 7. 13 93 2 9 2 INTO LOOPED REBAR OF PILASTER FOOTING. 1 2 3 5 s 7 #3 1 A� Rf i�AT E 1549 2 63 9.44 1 2 4.4 20.6 100.0 100 0 60 JFA. ;,jHf _-,ATE 50` 3'8 3.2 6.8 91.3 1000 52 50 10 70 7. (2)TWO#4 VERT.REBAR 18"o.c.TIE INTO HORIZ REBAR AND FOOTING ALTERNATE BENDS AS SHOWN. LEGEND: � 1 I � #4 2.1 2.9 18.3 99-6 43 39 10 51 8. #4 HORIZ.REBAR CONTINOUS TIE INTO PILASTERS AT END OF WALL 1. CONCRETE CURB PER CML ENGINEER'S STREET IMPROVEMENT PLANS. a4 PL A CRAVE l 30 2.61 1.89 98 0.0 119 4.0 82.0 34 31 TO 41 11 `,OF AGIi�RL GATE 10°0 416 0.0 0.0 2.2 60.9 25 22 TO 32 7 " � � 9. 16"X 8"X 16"and 20"X 8"X20"PILASTER CMU BLOCK FILLED SOLID WITH(4)FOUR VERT.REBAR IN 2. COLD JOINT. >:30 0.0 00 1.3 37.1 15 1� T o 22 (` EA CORNER TIE HORIZ.CONTINUOUS REBAR FROM WALL TO VERT TIES. 3. 4'THICK NATURAL COLOR ROUGH EXPOSED AGGREGATE CONCRETE. C,ONr,HE :E SAND 1230 261 7 55 050 0.0 00 0.0 16.8 7 3 T G 9 r 8 -'r A tE A'E 40 t t 0. NATURAL COLOR PRECAST CONCRETE PILASTER CAP#Q-H24PC BY QUICK CRETE PRODUCTS{809)737 6240 100 0.0 0.0 0.0 5 5 2 C TO a (� 4. 114'R BULLNOSE. #200 0.0 0.0 0.0 2.4 1 (; "0 2 • 7 { 11 STUCCO FINISH ON REAR OF MONUMENT SIGN.COLOR TO MATCH ADJACENT PERIMETER WALLS 5. x3 REBAR RUN CONTINUOUS NOTE rv1�3APPf U A!F; 1 s� 0.41 ;�T ,MIX 0 5u 10(, 40": 100% �- 4'MAX DEPTH TO ACCOMMODATE - --- j 12 ;, 12. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. A 4`MULCH LAYER. 6. #3RFBAR@20'O.C. WA'EHGAL iCNS 380 1.00 5.07 r • NOTE: WASH TO ACHIEVE SAME EFFECT AT SAMPLE (APPROVED)AREAS. N01 HIGH ` 6 7. 9v.COMPACTED SUBGRADE NOTES' PRESSURE. CONSULT INSPECTOR T.LY 12 CONTRACTOR WILL BE REQUIRED TO PROVIDE SHOP DRAWINGS PREPARED 6. STREET PER CML ENGINEER'S IMPROVEMENT PLANS. \, BY A SIGN SHOP FOR CITY REVIEW(P.W.I.&LAURA BONACCORSI)PRIOR TO PURCHASE OF STYROFOAM LETTERS. SECTION A A SECTION B - B ALL STEEL TO HAVE A MIN.OVERLAP OF 16 X DIAMETER AND WIRE TIED AS REQUIRED. - CONCRETE AT MEDIAN CONCRETE AT MEDIAN MONUMENT WALL DAY CREEK BOULEVARD AGGREGATE MIX( DAY CREEK BLVD) AGGREGATE GRADATIONS we. w�.w�� erla SC_,AL F . N.J .S. SCALE . N 1 S. � SCALE : N.I.S. IN n SCALE: N I.S. t r-o• A IES) 30' 3' 46" 18' 6• 3 6" 18' 6' U- v O 1•V`- ( V , ( 1 T 2 5 6 7 LFGFND 1. CONCRETE CURB PER CIVIL ENGINEER'S STRFFT IMPROVEMENT PLANS 2, CONCRFTF BED UNDER COBBLES,3'THICK MIN. 3. WASHED GRANITE COBBLE.6•TO 12"DIAMETER FLATTEST SIDES FACING LIP. SEI CORBt FS IMO(',ONCRF1E BE P IMMEDIATE{Y AFTE R POURING CONCRETE 4. MORTAR JOINTS-WIDTH VARIES(1 WTO 1'L4!DE MAX.). NOTE 5, 113 REBAR RUN CONTINUOUS 4'MAX DEPTH TO ACCOMMODATE A 4'MUt_CH LAYER 6. 901,,COMPACTED SUBGRADE_ 7. STRFFT PER CIVIL FNGINEFR'S IMPROVFMFNT PLANS COBBLE AT MEDIAN MILSON AVE.) , 1 S SCAL F N. . uw-:�,o...ssncae ST LA)11GtiTQt'i t A�S(K7ATFS _. _ ,R+.r,v ultra t�1tUTES a.__ Slk K. 6 K1 -• , q lnLG• IQO c %W sums talo E 16ti1 StrYrr y ti • ttt.•xs1n 7�n?�am w>< f7Ef_o, Inr tt....,-. tom$_ __ swR L.w pian ax ...m•g.. .s »c -)ax sea oa. s Z P N q $C A P 4c S1lOt'R ARP,CA 92701 `"[u L.bow rope ♦ .rr.<.n..Y=,.a.r.v °""ter" rt[u _.�-.�. ru m•n b,r}u.,r• _. 1 `s t (714)836-A6!45 Job 814201 T!_'�"_r'�,�.._- t _ (i7 i C S m �m 4 y O Kr w/o 9 • °� s LRQ,TF' :T LA&Stlmdw*d Footing L 19'c Pole oe�Icj+rAsxpnr 4x4x9n6'GeU Light �1. � s � � m �� rn _._ Trimark LM) K = it It q� LAKs A,,8,and C Truk 16QE 1-1 5675 We = as es s �� `•.' ,i+/�/�( � Q. J °C � 111 orq3,CA A JL&3h0= 95 17 _ ��` `� ('lt .� ,\ - 7 i v2 Q Wt A ole)= 6,51 x 11 =1i b" a \ 1'1 pm I.•ndt AreNteemm y ,Alf CI. 7': �MeeArthlu Bouleva 3119 . A(Pole)= r4A2)=n = 3.66 n 19762 ' J'Jq rcl,Swte 130 p l p 15 4r4z3/I6 COC • PVC-0.� E� C,p, mF F kve,CA 42612 1 Woi- of Lbs \ OF CAS'\ BUFI.ATNG CODE.: Q.&r- 1997 MW r,o t4YFt Exaow a•e ) !f � a MATFRIAM Srcr0 w otl+lenri,ee sprue+d leerti#cr WrrACK 3r6 I f'1. 1FOi V A,t�.,=P- 125 Its! - G[ntrebt �1 :/4- 3/4. 1 A8 IZ' T� III Conczete 2,500 PSI at 28 days 1 . 36•LONG 3ebnlc � Coi c e Stock Grade N. +.tJnk C-62 (34�V= w%G,x 1 x W= S6 x 44%I x 1 x++• .246 W ` I r yy 1,t *06 I- Bnck Maw-,my Grade MW,2,580 PSI Unim C-62 s 11Es -.1 *,I(z 15 u fop �(7 p's, Rnrd steel 20,000 PSI(ASTM Ably,C>rat4r 40) A' 0/C c r943)V•ib x Z%N =I%W = Ib x 4 x 1 x 1 x W/2?= 2a1w i OC __.---7.J -_.' StnAlural SIM 24,000 PSI(Cornrl o)(AS--M A-36) �GRAN T � DESCRIPTION O F REVISION Strurthmal Pwc 22,000 PSI(ASTM A-53,Grid -S-) 'I ___�_.___ , /�o� / DATE 1APPROVED (905)V• 25x6 xIxW25% 44x1%IxW/2.2 = SYi Pty-, o SFweiting D F.P A,Stmctreral lI,NrR P.S 143 Ohm Lwn Beams 2,400 PSI(D.F.-Larch,Comb."A^or Cbo*2i4F _ ;vf4 V,.V x WQ= x 121 =60,� I ...x. -�, I e4* « uttu K CITY of RANCHO CUCAMONGA III L,anher Grade Marked U.F. -Lrw&.W.C.L.B.GMM R,.de16 a - ,f• 1,"� .✓12x12x1r2'Base Plote Mr 4->Ar•••A.+c�-esu Satl PTrmltre See Fovrxtatxm Plan for Camptete Plate O.TN - rt.4=ss x n.n.,x sbt x s3 , 1c- _. _ _ Y�/ DESIGN RFFlMFNCBS,bd Crrt1•ts awO Tshketfront• Tf 1"2'°/` 1eTI�t+ i f TRACT 15493 & 15902 ...i.�� 3 r Pte= 1020/N = Y:1 bs Q U(�. J L.umbm dt TuTiber Wood Struchind Dmgn Datit(Votu Re I IYaricma! 4 �.ee = �IMF k. P` un�. - "�'�� RANCHO E T I W A N D A L. M . D. Forest Prp&)cts A-ist>✓'sR+xn�) ^s+ b• IS R. d.9A it 0 0 'I'R�l�2 `�1yL5 DAY CREEK BLVD., WILSON AVE., Steel �>�°f o ' 'r'n•AISC ,�- , 5, .� hnaes3.4 . =133xd1;'=Clop%1"xs0)/', ,°'p► BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. Coe,crete Reinforced Coaxcsc[?esgri Ftsru#xx,k,ACI' LAtim)rre A • 234 x p < 2.s< _•es = 35 rt 0 0 Strength D ign FirrlrlbcxA, ACI c - 3000 os ------- con="Btvek MawNmr Destgn Mtm.Fd,by Mxe>•rm•y twin" s %b 266% 15 AdvmtOng Corrtmsttee Q� °.?[1 . /I.436rHt 1� � . M [l. C'- `gxn r ] x2�� CONSTRUCTION DETAILS UGHT POLE FDN DETAIL = �ray.0.v9soAP H 0 V L U HY. A 1 L91AYC RCE No. 24953 53tatiRR 0.403r>es• 12'o/c.Tt 250 osv' 3 R" CITY ENGINEER #t C At t,1 i i IS' t', i)L X16"" OfcAl�°` 17 d UGC. U �S If SIGN HE GO U) M p fi1� I �T" LANDSCAPE ARCHIL _C1UFiE � M�S SITE PLANNING -_ _ ..e 10621 T T 1 062 CHURCH STRE E SUITE 06 ,. RANCHO CUCAMONGA,CA 91730 r1 LIGHT POLE FOOTING CALCULATIONS ► [)HAWN (909)484-2800 FAX: (909)484.2802 CO, +E E I L- 15 CFI CK1 U RLA NO. 2834 E)Fi WING NO. RWK DATE 8/28/02 JOB NO 0104- bv.3�___- _ CU IH I Ll Li Uf IRRIGATION NOTES. IRRIGATION LEGEND 1. NEW WATERE (SIZE PLAN),AS PROVIDEDY CCWD,IS REQUIREDT ALL POINTS OF CONNECTION. SYM. MANUFACTURERL NUMBER DESCRIPTIONIP.S.I. THE CONTRACTOR SHALL MAKE ARRANGEMENTSAY ALLC S FOR THE INSTALLATION OF A NEW WATER -b -RAINBIRD 1812-SAM-PRS-5Q Y HEAD 51 .10 3 METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS INSTALLATION PROC S. 2, TYPICAL POINTS OF CONNECTION SISI OF ANEW WATERMETER,FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED),FOLLOWED Y BACKFLOW PREVENTIONDEVICE,FOLLOWED Y A FLOW METER,FOLLOWED Y 0 RAINBIRD1812-SAM-PRS-5H 5" 3 A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL LL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANOF CT C f S AND LCL CODES. ACTUAL LOCATION F THE RAINBIRD1 - .40 30 EQUIPMENT T E AS DIRECTEDSITE BY A REPRESENTATIVEF THE CITY. 3. CFL PREVENTION IC LL INSTALLED WITHIN rzaCL L INSTALLED PARALLEL T TET IT SWHENEVERl I 1 1 _ _ _ r 4 POSSIBLE. ' 4. THIS SIC IS AIC,ALL PIPING,VALVES, TC.S WITHINV S F [ I I 1812-SAM-PRS-8Q POP-UP-SPRAY 3 3 `4CLARIFICATION ONLY LL EINSTALLED[ TI AREAS V POSSIBLE. AVOID Y ` - CONFLICTS BETWEEN THE I SYSTEM,WALLS,STREET LIGHTS, I L , TILI I I I 1812-SAM-PRS-8H POP-UP-SPRAY 5 3 Ing mzk EQUIPMENT, C [T L FEATURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 0 RAINBIRD1 1 _ _ - -U _ ..,, Y HEAD 8l 1.00 30 COMMENCEMENT FAY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTIONIMMEDIATELY TO THE CITY. RAINBIRD 1 1 - - _ POP-UP-SPRAY HEAD 84 .70 3 LU 6. THE CONTRACTORSHALL FAMILIARIZE H! L S F WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,A LL TAKE SOLE RESPONSIBILITYTHE REPAIR[REPLACEMENT,AT NO COST THE RAINBIRD1812-SAM-PRS-1 Y HEAD 1 ' .40 3 CITY,FOR ANY DAMAGE OF SAID C FACILITIES. . CONTRACTOR SHALL US ADJUST ALL ! VALVES TI VE IT I I 1812-SAM-PRS-1 Y 1 ` 0 3 Lij MINIMAL V S Y WALKS,STREETS, L , . THIS SHALL INCLUDE T SELECTION 4° 1° t' `4u INSTALLATION F PRESSURECOMPENSATING LE SCE ( CS)I ALL { T INITIAL 0-+-00 CONSTRUCTION. I I 1 1 -10FPOP-UP-SPRAY 1 ' 1.60 30 3/4"sf43/4° 1" 1° 1" 3/4" 3f4" 3 4" s/4u 4° 1 1 441 3/4 r 3!4 8. VERTICAL C T UCTI S�FIREHYDRANTS,STET LIGHTS,TREES, C,}INTERFERE IT Y 4 THE SPRINKLEF i S SO AS TO PREVENT PROPER COVERAGE, IRRIGATION CONTRACT l 1 1 12® -1 POP-UP-SPRAY 1 3 - S LL FIELD ADJUST THE SPRINKLERSYSTEM INSTALLING ARTER CIRCLE OR HALF CIRCLE SPRINKLER . HEAD ON EACHI FTE OBSTRUCTION SO AS TO PROVIDEPE VE L TET LL " [ w 1812-SAM-PRS-120POP-UP-SPRAY 1 3 3!4 1' 1° i 1_10 3/4 314 1 1 3l4" /4' p E ADDITIONAL COST T CI 3 4 2Hs 9. INSTALL E(1}S I L T ENTIRE LENGTH F T CLI T T FARTHEST T LIN OF ' �� T L V LVE CV2 C l T IL I T L C T L I L l i1812-SAM-PRS-12 Y 1 1.3 30 TIP IN ENCLOFOR IRRIGATION WI C . DAY CR[�,' K BLVD. < 10. C I I YST IS C F INCF WEEK(TUR ANDCHESOF /5 Y 21 E T E I [ 1 1 - - -1 Y 12' 2. 3 TE P ( U V S} L{ F URS C r HOURS OF 9® P.M.T 5: ONLY VALVE CONTROLLER L T TTIME. I [ 1 - -1 Y 1 ' 3 11. THE SYSTEMIS DESIGNEDMINIMUM TC E AS SHOWN AT EACHPOINT OF CONNECTION. CT L VE ��� �o�s ���� THE ! F LL E I I SPECIFIED. THE IRRIGATION CONT l I 1812-SAM-PRS-15Q Y 9 30 �� �� ��� T AVAILABLE T I I T T FINSTALTI Y E LL rw e E BROUGHTT THE ATTENTION OF THE CITY. 12. AUTOMATIC CONTROLLER ( )® -1, r11 ( RADIO) / I I 1812-SAM-PRS-15H 1 ' 1. 30 ` P INSTALLED WITHIN C LL LECT ICL CL T a a a a a a a a 0 a a a IV a U 0 0ANTENNA PORT(EPDXY-FILLED) TOP F' E ENCLOSURE PER MANUFACTURERSPECIFICATIONS ACH RAINBIRD 1812-SAM-PRS-1 POP-UP-SPRAY HEAD 15' 3.70 3 .wwA. XI LL . SYSTEM SHALL THE CCT CTUAL LCION F.� r T ENCLOSURE T E DIRECTED TTI F T CITY. I I 1 1 _ _ -15POP-UP-SPRAY 1 .90 3 1 . C ALL PLY T IT F T CONDUCTORS ALL E RESPONSIBLE FOR THE POWER HOOK-UPTHE IRRIGATION CONTROLLER. LECT IC L CONDUCTORS T TO BE 91 RAINBIRD1812-SAM-PRS-1 5 w - 4'x15' 3 PROVIDED THE 14LL PI L HEADS CE,COORDINATED LL BE S I PERPENDICULAR DEVELOPER. 2973ST FI IS F T T C C rr I I 1 12- -1 4' ' 1.2 30 e , UNLESSOTHERWISE DESIGNATED THE r 15. ALL POP-UP TYPE SPRINKLERINSTALLED SHALL BE INSTALLED THAT THE TOP OF THE [ L A C 114°' V FII A I I _ - - 0-14 1 POP-UP-BUBBLER L .25 30 . M3 " NOTES: AS= LT GS 1. CONTRACTOR TO INSTALL CRED TO ADJUST THE RADIUSC 1 %COVERAGE WALLS,TO REDUCE OVERTHROW ONTO L POSSIBLE.SEE DETAIL° 'p SHEET L-28. PrepoWed by a West . ALL IN TURF AREAS TO BE L . [ I 1806 BODIES. AIFII ' , l T l t ws 2DOMESTIC WATEREl ITI T o C 04 WATTS Signatu 4 - - LINE-SIZE T LE WILKENS 500 SERIES " PRESSURE REGULATOR "REDUCE PRESSURE N A MATCHLINEe :Q 7/0'q : -Y-BV-2.002 CL BACKFLOW [ - LLL[ K' - SEE SHEET L-21 L -1.25 11/4"FLOW METER I' @) SUPERIOR 3100I 11/2"NORMALLY OPEN MASTERVALVE WATTS 3 / "CALIBRATED PRESSURE RELIEFL L#3 273 XER.REF. L CALSENSE 00 - -L - 1- -1 24-STATION INTERIOR LL ELECTRIC CONTROLLER -11 INSTALL ITC S L L#. -2SS/1 L L - -L - 1-T -1 32-STATION INTERIOR LL MOUNTED ELECTRICCONTROLLER OD -1 10 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. - /1 20 VOLT Al CALSENSE ET2000-24-LR-RR1- -1 24-STATION INTERIOR LL MOUNTED ELECTRICLL -1 10 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL k SB-24SS/120 VOLT ' L T - 4-L - 1-T -1 24-STATION INTERIOR LL TELECTRICCONTROLLER r -11 INSTALL WITHIN T L L C -24 /12 L f . 13 ET2000-40-LR -TP-1 40-STATION INTERIOR WALL OUNTE D ELECTRIC CONTROLLER TP-110 INSTALL WITHIN A STRONG SOX DETER PEDESTAL MODEL#.SS- 4SS/1 0 VOLT �� -----L► �.F ► Y- - L T2 0 - -L - 1- -1 40-STATION INTERIOR LLELECTRICCONTROLLER -1 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL# SB-24SS/120 VOLT � �� � �� z XE L - -L - 1-T - 24-STATION INTERIOR LL MOUNTED ELECTRICCONTROLLER M R.REF. .2 10 -1 10 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.S - 4S /12 L RAINBIRD ELECTRIC L VALVE, I RAINBIRD 33DNPNON-POTABLE ICK COUPLER VALVE15 ' O.C. 13 i �1F"gin 1 17 �4„ 1 1 o� `" 1 1/ 1 1J4 ," 1 /4u 4 .1 1 n x. _ Y.�:n nKw TV: . , -w :�.4 w_�,, ,., :�. ..� r _, .4MAINLINE,SI , I 1 W CL 315, LARGER .cw o - J aan w.wv. ana ®a ,r,ta'j ® . a»r . +'® mwo - ; i,.. .h, ...... . =.rm-mw..cv.+ ter. wma m..v. an•vmv rvm war .tens ,n ON r1% rn APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12 X3/4 4' 1 1 4' 1.114" 1" 1 --wse4" A4 .www__w_w APPROVED SOH40 PVC.. SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS Uj r, 1 w w_w w w w_a a ® OTHERWISE NOTED �.� " ' 150 PAll �' , DAY CREEK ' " t rg 0 13 13 L W Ci Nth A _..,_ .., I I10 L( M ECH Wlb C�A K 5 .F WSLEEVE §c, rr w z n Is AVE. Z4 Al ® o CLAIMEDJ-NA14 TRACT 15493 & 15402 LANDSCAPE IMPROVEMENT* MATCHLINEV - SEE SHEET L-21 SHEET KEY MAP W DATE APPROVED • I Sheet / et.# > CITY of RANCHO CUCAMONGA / I 11. IRRIGATION(Pof t le} TRACT 15493 & 15902 1. Low gallonage irrigation system. L-16/11.1 PRESSURE REGULATOR NOTE: -- BANYAN sirRANCHO ETIWANDA L.M . D. ;- -1 /lC® . oto controller. } r WILSON AVE., CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE cc DAY CREEK 3. Designed to water plants by watering needs.(1 0) 10 L-16/11.3 PRS TO ALLOW SUFFICIENTco BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. �- . Soil moisture sensors.(1 r - NECESSARY.OPERATE EACH VALVE AS VINTAGE AVE. 5. IRRIGATION PLAN Rain sensors. 5} 5 L-16/11.4 : 1,r r Underground Service Alert 6. 0 APPROVED BY. DATE- Wind sensors.( } - _ •-.®. 0 :ll E N.T.S. Z4N 7. Sensitive to slope factors.(5) 5 L-1 6Al. UM TOLL FREE A a f_, f Call: Reclaimed or recycled iter.(5) - ARCHITECTUREPLAN CROSS REFERENCES :7 DESIGN ARCHITERRA DES N GROUP REG EDLIVIL " ' SITE PLANNINGF NOTES LEGENDS,� E THIS T 10621 -lR�- STREET,S UIiE 1C0" 0 Claimed: DRAWN , 9173 FOR SHEET L-1 6 DETAILS, Si tune (Minimum Points Required- 60) SPECIFICATIONS, w - - 7-31-04 C4 � L l JMH (909)4 .-2800 FAX: (909)484-280 ewa FOR ®CORRESPONDING CONSTRUCTION L SHEET LRLA 2832 CORRESPONDINGFOR PLANTING LANA ET L-3 ate CHECKED DRAWINGNo. TWO WORKING DAYS BEFORE YOU DIG OF C PNI RWK DATE 8/28/02 -JOB NO. 0104-5 dtl SHEET OF MATCHLINE1 1 — SEE SHEET 21 . 3/41 IRRIGATION LEGEND V\4 SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. 3/4" kL INBIRD 1812-SAM-PRS-5QPOP-UP-SPRAY HEAD 51 .10 30 3/4 . 3/A it OD AL It 0 1„ RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5" .20 30 11/1411 114° 1 11/4" 1 1 4 " 1 114" i 11i X411 1° 3i4" INBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 0 ' 1 114 �- oLnZ 111, 11/4" 1 1!4 1" 3I4' 3/4" s `'.3�"- 2111 1/21, %4 {e_. , 4,.. f ^CA 14 °r 1n 4�� 4, - c �.,fy -A •: iS � � '�� ��� � �` ~ ' '' � "� �� - INBIRD 1812 SA PRS EVAN POP UP SPRAY AD .40 30 ;_- 34 -'�. . 4 it a :. 4. „ " '-s $ u,r•' , . U y: ,i 9 tie 1 1 3i4 . INBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8 .30 30 s - . ,.Kz ;:;-- . ...>< _ .�. 1 4 ID m 111111 m no _'3 4nme_ '"1 1/4 3n _ _ ___ ' " 4 /4" . 411 ,g/41. 3t41 i1" 3/4°� 114 _111 "CD 3/4' RAINBID 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 LINE OF SIGHT /4, 4 --:, - .. X3%4 f , Uj —4 _ 314„ 4 4' RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 " INBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 0 41 F-32 44 - - - 1 -1 / " 1/ " 111211 ::11/4 / /f662sa 778 / " INBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10' .40 30 _ t " " " It " . � 23 21 22 3/4" a�411s t /411 X14„ 24 INBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 > 31 -21 _ _ _ _ ��; � i' RAINBIRD 1812-SAM-PRS-10 POP-UP-SPRAY HEAD 10' 1.60 30 rnIFtr r x a' �rt �" ``"`�''-'�"� `�_ � -�a=` 4� 4 4 4 /4" 3!4 {N {RD 1812-SAM-PRS-I0VA POP-UP-SPRAY HEAD 101 .80 30 05—SCO.ff. / - .�,z^w-9--°-� rY-..-v-� . '��t3� �t -sr 'wry.`�c-a �-^z. _ e'°,- ^.s:.t.:�__`�7s;--� �,�;�a`,�+'�`.3.c.,'5-- � "^�..�,.s„�,-,- � 1 u n � N 1 rG, ___ __ ____ ____ _ INBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 10' .70 30 X 0 DAY CREEK BLVD. ® " __-_ ° " - " 1/ ►► INBIRD 1812-SAM-PRS-12H PCP-UP-SPRAY HEAD 12' 1.30 3 m 5014" SLEEVE " " rF - -r_-m _ - r- - ___LIUESO Slcvn- --- --____-_-- ___ i„`_"4,1 _�,�;t41b INBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 - _- _ Y" -- - — "�'" `�� INBIRD 1812 SAM PRS 12VAN POP-UP-SPRAY HEAD 12° TO 30 _—-_ s4",r r 'T, 4us �3�u.x, t'3/4 — — ..*- 3/4"-1"- 4 �r 11/4" 411 f 2' , A -' "r�r"lf`" ,teaP' 4 z,{5,.9 t^'t' 4a 4,,f., Xb"r"a':.? }rt 1. 11/2" 11/4'" 3!4" 314 ' " L V , ��' �`°��'���f _ 31411 ii/4°'1 4 INBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 r Y° _ " 1" 4 a 11/2" }3/4°U1°m11 4" °3f4"` A. N � rt 3 4` 3/4" " 3/4" P u /4` 11 '3l4�s �;>3I411.T 4, .. 4, 11 3/411 ® � 1 $ 3/4 INBIRD 1812-SAM-PRS-15H POR-UP-SPRAY HEAD 15' 1.90 30 r..m r-a ^:uS-'.m=e�"'�.`i`��t.,"<%}.z..........Z-s 4 4 _ 4 4- 4 INBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3,70 30 ,a �- INBIRD 1812-SAM-PRS-1 VAN POP-UP-SPRAY HEAD 1 " .90 30 3l4 { IRD 1812-SAM-PRS-I5ST POP-UP-SPRAY HEAD 4'x15' .60 30 r 4" INBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'X30' 1.20 30 314 4'1 F. INBIRD 1806-SAM-PRS-PA80-1401 POP-UP- U LER BUBBLER .25 30 MATCHLINEM - SEE SHEET L-21 POINT OF CONNECTION NOTE CONTRACTOR T MAK POINT GTI IMMEDIATELY DOWNSTREAM TO A N 2" DOMESTIC AT . R F UTILITYPLANS F ADDITIONAL INFORMATION. EXTEND W TYPE / "K"G PIP (OR ASP R LOCAL CODE)AND INSTALL A " NOTES: PRESSURE REGULATOR,A 2" BACKFLOWPR T , A 11/4" L METER,AND A 11/2"MASTER VALVEA EXTEND MAINLINET VALVESAS SHOW 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUSTO PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.S DETAIL'M', SHEET L-28. STATIC WATER PRESSURE: 118-131 P. .I. 2. ALL HEADS LOCATED IN TURF AREAS TO INSTALLED O 6"POP-UPS.USE RAINBIRD 1806 BODIES. SYSTEM DESIGN PRESSURE: 85P.S.I. EQUIPMENT MAXIMUMIRRIGATION DEMAND: 46 G.P.M. Ifl 2" DOMESTIC AT METERS PR CUGAMONGA COUNTY WATER DISTRICT 110 04 WATTS 403-RT-RW LINE-SIZE GAT VALVE MATCHLINE1 6 — WILENS 500 SERIES 2" PRESSURE REGULATOR 4 24 F-2 ' F BCO 825-Y-BV-2.00 2" DUG PRESSURE BACKFLOWDEVICE INSTALL IN A / " STRONG BOX ENCLOSURE MOD L#S BC-45- L " ry/ ' cty CALSENSE FM-1,258 11/4"FLOW METER 3/411 4 SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE ® - 314' M WATTS 530 C 3/4"CALIBRATED PRESSURERELIEF VALVEMODEL#372273 / rd1843 So. ' 1 , CALSENSE T2000-24-L -RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER . 11 1 TP-110 INSTALL WITHIN STRONG BOX METER PEDESTAL MODEL#.S -24SS/120 VOLT 11/4 40-- ___F-35 32 toF-�36i ..13 - - 114 B CALSENSE T2000- 2-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 425 " " " / " 1096 irl' / rr " 11/2" 11/4 411 3! TP-110 INSTALL WITHIN A STRONG BOX MET PEDESTAL MODEL#.SB-24SS/120 VOLT SEE POINT OF CONNECTION 1 ,3/4 1" G CALSENSE T2000-24-L -RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ® TO RIGHT. 1114" " 314" 1 . TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL k S -24SS/120 VOLT .- �. _ 11/2 >. 314 ® " " GG��// ,1 11 �r, �1�,�,�� r�4, CALSENSE 1 31411 x/4,1 q 4 � .� � 3/4 1 ^� �� ,�� _ � D T2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i" _ 3!4 3I4" 1 411 4 ,? h* ® TP-110 INSTALL WITHIN A STRONG OX METER PEDESTAL MODEL .S -24SS/120 VOLT s14° _ _ _ . ` 3f4 T2000-40-L -RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 11/4" �r ` : ;��- 3 4�� �� t _ GALS - L. >. ,..:,.z. Y, .. , r. ,.,>.;,.,.rw.T,.; ...,,,,r,,. r,:,.. T -110 INSTALL WITHIN A STRONG OX METER PEDESTAL MODEL#. B-24SS/120 VOLT LIJ3 X3/4' 311 X411 4 ,� 1, 1„ 4 , ' i/4' F CALSENSE T2000-40-LR- 1-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 314 1114 11/4 1 1 3 4 n_,� 3 11 $ r� Lt{VE C}F StGN`F .. _ 4" 1Y = ra F 4" -__---�'--- TP-110 INSTALL WITHIN A STRONG OX METER PEDESTAL MODEL .SB-24SS/120 VOLT ®-- 314".____ _3l4LU t4° G CALSENSE T2000-24-L -RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER -- _ ,-..__--- 14 4 14-314 211 d ... 1567,2 TC TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL k SB-24SS/120 VOLT 39 - 'a F-17 111," f o Lij INBIRD F -CP-PRS- ELECTRIC REMOTE CONTROL VALVE,SIZES SHOWN / / -1Tt ® ►, � RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVEC� 150' O.C. 25 ,1; " 2C __ -`� _ 27 2 29 ' SCH.40 PVC MAINLINE,SI AS SHOWN,MIN.COVER 18"SNOW L 315,2"AND LARGER "1112 1114 " /4u_ - ' 11 4l _ .. 4, ._.g. a k/.<_ ^.- , ...,. APPROVED 3/4 9 1 314 ?, �,T .. ._ _.. .,-.<. ...s.._., ,�rR;eA.,.:�. �m � ". x a _ — ®. _ _ ' _ cry ' � ; p � APPROVED SCH.40 PVC LATERAL LINE,SIZEAS SHOWN,MIN.COVER 12 .314 q n ......_ _» f4 _ -�= APPROVED SCH.40 PVC SLE V S,SIZED 2 G THAN PIP T INSERTED,UNLESS OTHERWISE NOTED SEE POINT OF CONNECTION " - BELOW. Lij DAY CHEEK BLVD. - /w 11 rr rr _-_ ___ _ " " a " 9 - !f 504 S e " X POINT OF CONNECTION �® ° rt rt 21 44 G-7 1567.2 TC M SHEET KEY MAP — _ _ ._�.. 3/4° 411 3/ /4° / " ® CONTRACTOR T MAKE N W 21NT OF` DOMESTIC WATT IMMEDIATELY I F T 4.z F 4 . 10 111 e 4" i1 4 �� —-_ — M _r-uNo�S4trc_ DOWNSTREAM ....__. 4'. 11/2" 11/4 2 1° 3f4 —" `� .4'' _ UTILITYPLANS F ADDITIONAL INFORMATION. EXTEND - - --_ -' "K"COPPER PIPE( ASP LOCAL CD ) A INSTALL A 2" w 3" 3/4" 111 1�4° 1i/4 1 w IM 1" 3" - - ____ _ _ _ ° c PRESSURE REGULATOR A 2"BACKFLOW PREVENTER A 11/4" FLOW 11 „ u „ 1 n „ „2 11/2 n 11/4 — ._ __ ' L1r2Q0 �{G-HT !1 �—� '" PS& 7X 3/4" — - 3f4 314 314 11/4 �.1 1 4.. 3/4 3/ a" "� METER,AND A 11/2 MASTS VALVE D EXTENDMAINLINENT mer ° cL ^;.. - (..{p IWIAt4l /`�/t T �//\ _A 4 k*a _ r .� r..�® .., - -`� f'- ;, ti.,,. w; s-s Z*.;S t c.:,;. n 1 _ -- z 1 VALVES A SH 4 —&41hn J411 4 0 x"a Z < WILSON AVE. 47 TIC WATERPRESSURE: 119-132 P. .I. SYSTEM DESIGN PRESSURE: P.S.I. DESCRIPTION OF REVISION - "-' MAXIMUMIRRIGATION D o G.P.M. w DATE APPROVED !4" t LU 4 C IT 'T" lit Of RAN "HO " " AM ' NGA PRESSURE REGULATOR NOTE: _ f' vi v 31411 " � 3(44„ ETRACT 14496, 14495, 14523, 14494, CONTRACTOR T JUST TCONTROLVL £,- -= PRS T LL SUFFICIENT AMOUNT PRESSURE T 1' 31411 1 , D 14497 & 15902 OPERATEEACH VALVENECESSARY. 11 1" d M BANYAN ST. ' METER' RANCIIIIII110 ETIWANDA L.M.D. no 0 WATER „ I W ., I ., TYPICAL CONTROLLER NOTE • AT M T "A D I STALL D 1 G ;VINTAGE AVE. Y IAVE. CONTRACTOR T INSTALL(7) CALSENSE ALL CONTROLLERS, T kilf-1 PRESSUREt4�� - F pr AVE.,-r MODEL . (4) 2000-24--L - - -1,T -110, (1) T000-3 - - -TP-1,T -11 T , ,A TO BE AND I R Rm%IGO`A I "'Up% 0 N w Fmm PLAN 2L 2000-40-L - - P-1,T 110, IT U IC I [ TALL TH L P I underground Service Alert I T TRACT ALL VI , (1)STAINLESS STEmommmumommEMENNOWEL 4 I s -. UTI PEDESTAL(STSB-24-SS/120 L ' " ROUTE 33 N.T.S. APPROVED _ - DATE: CONTROLLER. F TELECTRICAL F 120 VOLT VI LOCATION HOOK-UP F AUTOMATIC COORDINATION - x" S A A� CITY ENGINEER 1�4LLL6�� I/Irl �� RCE No. 2459 • FINAL - CONTROLLERS ALL T RESPONSIBILITY F T UMW- q " IRRIGATION CONTRACTOR. L AT[ EXACT POSITIONT P%L CSEFERENCESti� . meq, DESIGN IT IGROUP CONTROLLERS SHALL APPROVED Y I RANCHO �°� LANDSCAPE ARCHITECTURE PRIORT INSTALLATION.ALL CONTROLLERS ALLOPERATIONALPRIORTo PLANNING 1 -800 14221-A TRADEMARKE STREET T I ACCEPTANCE F PROJECT. ACT HALL COORDINATE i1 PROGRAMMING IT REPRESENTATIVET I LEGENDS,FOR NOTES AND SEE SHEET_ - -� st9nata M' RANCHO CUCAMO GA,C 91734 SHEET CALSENSE - j FAC (sag)484422=4133 -2800 : (909)484-2802 GT I PUBLIC KSI GT A L _ newill Date CALSENSE,2075 GOR DEL OGAL, SUIT P, GARLS AD, CALIFORNIA(619)436-0525. I — '' T D�te ` I / / ' I W t•� IRRIGATION LEGEND N SYM. MANUFACTURER MODEL NUMBER DESCRIPTI Q - _- ___ --_—____-- ----_-___0 RADIUS G.P.M. P.S.I. 6_ RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 W 0 RAINBIRD 1812-SAM-PRS-5HP- PO U P- SPRAY HEAD 5 .20 30 J RAINBIRD 181 SAM P Q 2 RS 5F POP UP SPRAY H EAD 5 .40 30 Q "�` RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 26 E-16 ' 950 SO. FT. 11/4" v J 6L RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 el g W • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 ' Q 15 E-15 MATCHLINE 'N' - SEE SHEET L-23 ,� I , r -# ' - - - - - - - - - INTEX PROPERTY 13 E-il ' }" 420 SO. FT. 1 ■ X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8 1.00 30 T q (NOT A PART) 358 SO. '. 1" 314• X444 '�" RAINBIRD 1812 SAM PRS 8VAN POP-UP-SPRAY HEAD 8' 70 30 'J4' , RAINBIRD 1812-SAM-PRS-100 OQ POP UP SPRAY HEAD 10' 40 30 _ F- _._ �---� v - 3,4. ,aa` U-1 V RAINBIRD 1812 SAM PRS 10H POP-LIP-SPRAY HEAD 10 .80 30 W - a - — — - - iFEde _ ' ■ wr or ���- - - - e e '"� ■34 W RAINBIRD 1812-SAM-PRS-10F POP UP SPRAY HEAD ■ _ - - - - - - - ! �_ .� rsiF, - - - - - - - _ - 10' 1.60 30 W - - - - - - - __ r 3 a LIN - - - - - - t �- .!t s w sa �, �'- ^�.; ,. ... . . to ', E ,, :�-.- s£• :-."_ •. •,. a." �.... .-..ti..:<_ s_ _.-_ .�,-.y _.$, s A '� w at as as • ; . E � � -re: - s � - � -a��o - - - - - - i - - - - -' - - - - <. _ i '�► RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 L J _ .z___. __� ■ RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' 70 30 W • - - - - - - ■ W 6" SL E L \/1 35 i - -UNE OF sick.- ' ' _ RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 (n ■ m 12 E-18 960 So. FT. 11/2„ � � ~ O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 ■ r ' 360 SO. FT. 11/4" '' r 2' W ■ W RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 _ ■ ^r Sia" ■ - • - _ _ _ _ - -- -- - -- -- __ RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' 90 30 W ■ _ _ _ _. "' --�- l-:l--k- l- r e-1-� l-l- Reli-1-l- lr l f 2 R l-l !- l 1- !- !-11% -e- l- R_r■ .l- l-l-!-l-.R-t ' _ _ _ - - ■ fi __f:l�� i_ !• '?f--� __--- _ _., ___ �___�s - ,< w_ -_ `_: = - - t, r W RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD -' : W DAY CREEK BLVD. : z A RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 2 — .Z m U ■ ,o r - - - ■ - - ta - - - - - - - to - - - - - - - - - - - - - - ■ - m - - - - - ti - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * -J RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' .90 30 Q ■ ;� ■ O RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4'x15' .60 30 U ■ _ ■ e RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 • - - - - - ,- - - - --- --- Q ■ RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER■ ■ -__ ■ � LE 25 30 ■ NOTES: ■ ■ ■ ■ ■ : ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ' RANCHO ETIWANDA PARK DECORATIVE LIGHT NOTE: ■ ■ 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE I ■ MATC H L I N R SEE SHEET L-'23 TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL 'M' SHEET L-28. SEE PLANS BY ARCHITERRA DESIGN GROUP ALL CONDUIT, WIRING, FOOTINGS AND PULL . OU ■ BOXES ADJACENT TO THE PARK ARE TO BE ■ 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6' POP-UPS. USE RAINBIRD 1806 BODIES. NOT A PART INSTALLED ON RANCHO ETIWANDA PARK PLANS ■ ONLY. ALL LIGTH STANDARDS . QUIPMENT I ND TO BE INSTALLED ■ ON THESE PLANS. 2 DOMESTIC WATER METERS PER CUCAMONGA COUNTY ■ M WATER DISTRICT I ■ WATTS 403-RT-RW LINE-SIZE GATE VALVE ■ PRESSURE REGULATOR NOTE: WILKENS 500 SERIES 2 PRESSURE REGULATOR i CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE FEBCO 825-Y-BV-2.00 2 REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO STRONG BOX ENCLOSURE MODELS SBBC-45-AL I OPERATE EACH VALVE AS NECESSARY. I ® CALSENSE FM-1.258 1114"FLOW METER �3 SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL A 372273 A CALSENSE ET2000-24-LR-RR1-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL N. SB-24SS!120 VOLT E-� 32 CALSENSE ET2000-32-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 11/2" 965 SO. FT. 35 E-12 ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL 4. SB-24SS/120 VOLT E-1 l 20 . C CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER E-14 23 E-13 37 960 SO. FT. 11/2 I 1205$O. FT. 11/4" TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS!120 VOLT CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ 11/4 780 SO. FT 11/2 1475 SO. FT ♦ , ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT ■ 40 E-22 ♦ 3/a' < ya � A --_ ' E CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i 4 ; 1720 SO. FT. 11/2" ` -- --- 3/4' �� ` 314' „4'1114' ; INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL M. SB-24SS!120 VOLT ■ 1 . ' , ��4� ua• 'I ♦ ;.- - �` — 3'4° ��ia' �a' , -- _1. 3/4' _ _ 34 = ■ CALSENSE ET2000 40 LR RRI TP 1 40 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1114 1• -d -. a -"n ` ' • TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL q. SB-24SS'120 VOLT j 1' `� 1 a ''•;4 •�--T 314" 3/4" _...• Via' , -'• _ .,,4.... �=;-.� ..,1 t�r � �T-' a' ,'� - � � --T� CALSENSE 24-LR-LR -TP-1 - �a" 11'a' ■ MOUNTED IC s� ■ TP 110INSTALL IWITHIN A SOROWALIBOX MFIEP PEDESTAL MODEL # SB-24SS''20 VOLT G �,y J 64 I ,gyp .. : : FR - ` . - ae a. a _ - - . BIRD EFB CP PRS B .. -. -. as , -if lF a• ! a► ar � E-' ■ � � _ > -, � -° � � � � �,�a � - ., : � � '� •° s � r, 1� � 1'' � � • ,1 . l i 1 _ _ RAIN ELECTRIC REMOTE CONTROL VALVE. SIZE AS SHOWN :.. . . s - a! s- - s ,a s s• as • sP pu , - ■�.a.- s - c -_ ;.. a i.S' as • E s s ■. - E - _ - _ A � • � - _ at•. � :- .._ -- ... __ .. _ -- _. __ �._ .? �:,. - - - ��^ - ♦ - err ■. W _ _ deme f f ,f - - e{' _ LLI RAINBIRD 33DNP NON POTABLE QUICK COUPLER VALVE C� 150' O.C. - •- - l w +► _■-41N7. �' , t s !� : e_-I► �e-■-e- l-a-':�€ ase !-.! s ,R 7 `�1!'a'Q ,. . s- c •++ f c ! -f� a-e '.l-�e -a-- e, - '= - - ■ LL1 •, e. �s ■ ,•-. s. eme--e- s .� .,_ •-a-•- e - s�. ,w. �e__.+t .�t . . ' _ - - . _ _ - - _ f i 'r 'U'F - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN.MIN. COVER 18 SHOW CL 315,2"AND LARGER - - - - - - - - - - - - - - - - - - - - -_- - - - = E (n ■ ;; 42 E-23 _ - - APPROVED SCH.40 PVC LATERAL LINE. SIZE AS SHOWN, MIN.COVER 12" _ _ _ _ _ _E-24- -t t - " E-10 21 _32 E-25 E-9 41 (n E-21 42 ■ 11/2" 1220 SO. FT 1146 SO. FT 11/2" _ _ - - - - ' ' - - 948$Q• FT 11/2" 2" 1728 SO. FT W --===•::: APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED.UNLESS _ ■ - - - - - - - - - - - - - 1 309 SO. FT. 11/4 2071 SO. FT Q ■ W OTHERWISE NOTED 2' ,2` I-- ■ ' WA W Ott �• 1-l ll-l-1-f -� e < s- -!-_! . s � --� W � ---- .._a--- -- —._ -- - L!_ ■ NF SIGHT rl ppW W ■ _171 14 D-10 22 D" DAY CREEK BLVD. 31 D-15 J _ _ z_ SHEET KEY MAP ■ 265 SO. FT. 1" 380 SO. FT. 1" 765$O. FT 11/4" 651 SO. FT. 1112" 16 D-16 z J W ■ Y Z - • - - . - .� K;,,T- - - - - - - -- - - - - -- - - - - Cr - 425 SO. FT. 1 F" sLE vE W ■ _ : w r - ■ - _ _ _- err _ - _ _ ■ J ■ 4" _ _ _ _ _ _ - -- - �CD � _ . "17- U - - - .p._ •(i _..� __. .. Q ■' `) r • • •, s. f+, ., ,1 - - - - - - - - - - - ...'t€ - tt ..-11 � - �` L__._. J g - i-i-i_� t 3 t Z ■ - - . �` - - - - 3/a 3;4 4' 3/4^ - - - - - ° - - - - -• - - - ,er - •' - - - - - - - WILSON AVE _ - 3/4" 3 4 _ 1 2 4 a'4` roc SicaiT t Y 0 11.4' - 34' _ i• ay.r , s e_vd� I 3c° A14 _ sa - - _ _ "moi' g� 1F- _ _ - ■ w �- � • � -,�- 2. . . I Q DESCRIPTION 0F REVISION ,�._... - ■ ' _� 35 D-8 •t .r ■ o �-- Q DATE APPF10VEP 1240 SO. FT. 11/2" _ ■ - --" ■ .. ,R. � 268 SO. FT. ■ 12 D-12 4_ 3'4 ■ w CITY of RANCHO CUCAMONGA ■ BANYAN ST. m T HAC1 15493 & 15902 8 D-6 — ._ ■ ■ 490 SO. FT. 1" I 6 D-14 ■ iT - t` ;_ ■ 29050• FT• ' RANCHO ETIWANDA L. M . D. ■ 220 SO- FT. 1 w F - - - - - - - - J 36 o-9 I ■ _ r -VINTAGE AVE DAY CREEK BLVD., WILSON AVE., ■ 770 SO. FT. 11/2" C BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. ■ ROIFTE� IRRIGATION PLAN N T S Underground Service Alert „ / F,F Fc�vE UY: _ «A E :p ,� a �-- . PLAN CROSS REFERENCES SCALE. 1 = 30 ° S�apF CITY ENGINEER RCE No. 2459 Call: TOLL FREE o Y'rumw. q9 - ate. �a� �y DESIGN AHCHI1 E HHA DL SIuN Gf;ouF' F3ECO ENDEU FOR NOTES AND LEGENDS, SEE SHEET L-16 �? LML LANDSCAPE PLANNING uF�� ; � �^ SITE PLANNING 1 -800 FOR DETAILS, SEE SHEETS L-28 & L-29 d w 10621 CHURCH SIRE F T. SUITE 106 V [)F�A�/I�J RANCHO CUCAMONGA, CA 91730 S1 tl E 1 Ia �� 422 4133 FOR SPECIFICATIONS, SEE SHEET L-45 ; ,,64 (909) 484-2800 FAX: (909)484-2802 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 - g�,�.,.�a�y MLD/JMH L- 1 S FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-32 RLA N0. 2832 4Z1 oQ CFS[ CK[ U DRAWING NU. TWO WORKING DAYS BEFORE YOU DIG F 0 F C IN, RWK DATE 8/28/021OB N0. 0104-5 I SE i[ E I iA Z Uf IRRIGATION LEGEND ■ ■ SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. ' • ■ � RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5' .10 30 IA • 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 t r :�a \ 1 ., I� 1' 1114i• 3/4' ; ■ ■ ° RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 ■ '1'c � y t -_m ■ a s'a" rf - � _ _ ! ; "�` RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 CID r 3/4' as r ■ W 6L RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 14. !4' 1/4 p,e� : 11'2 11 µ' ■ W F - - - - - • -` _�. er, «, _ �, ,E= • • RAINfiIRD 1812 SAM PRS BH POP-UP-SPRAY HEAD 8' 50 30 x_71.�� rf's - _.. �T r- ... - s"'- ' it -I!1 -1�. J,�lf Ll 1 - _ i -. • • a_ • n. • • _ s s a _'._. r• / f• 0 w 0 ,,�,.. i _ • '. •e ■w } !« s . r - • • s - •. «+ r s �- �- !' i-s -s s_ _t •. •_ • � � ! .._ _ • • • ,y4 • . ! • ' • fir, ._. s. i.pc •' • - _ j _ _ L. - - •- L1 J 7•C RAINBIRD 1812-SAM-PRS-8F -is -,r-s ;ti.{ .'_ f POP-UP SPRAY HEAD 8' 1.00 30 t+NF !n - - - - _ _ _ - 1 -- RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 W 1 SLEEVE 34 - - - - - - - - - - - - - - - - - - -� _ ■ _ • Cr35 E-:?6 16 E-8 34 E-27 „2, 33 E-7 E-28 26 E-6 22 E SLEEVE W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 Cn ■ L.J. „ ,I ,t ■ 1290 SO- FT. 11/2„ 405 SO. FT. 1 1380 SO. FT. 2 I 971 SO. FT. 1112 11/4 1142 SO. FT. 11/4 1015 SO. FT. ■ `W V RAINBIRD 1812-SAM-PRS-1 OH POP-UP-SPRAY HEAD 10' .80 30 W [] III yj ■ Q 3/4" ';11!4' RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 ■ 1114 1114°'1' 1' 314'-- -3/ate 3 4 _ �i I � ■ � - o-o-o-o-o-oho o-o-ryo-o--o-o-o- o-o- o- - - - _ - - - -r` RAINBIRD 1812-SAM-PRS-I0VAN POP-UP-SPRAY HEAD 10' 80 30 Qq go C LL ■ W RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 • - - - ■ ■ --� _ - - . z RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 1 ' W _ - - 2 1.30 30 ■ 40 D-5 38 D-17 - _ _ _ _ _ _ _ - - 44 p-4 D-18 44 - DAY CREEK BLVD. ltNf SIGHT ' z Z _ _ J O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 _J ■ W 1000 SO. FT. 11/2" 1110 SO. FT. 1112" - - - - - - - - - - - - - - - - - 1424 SO. FT 2" 2" 1605 SO. FT. W _ . 4" SLEEVE _ _ _ _ 3/4. 4" �1 E E VE • C) RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 U W 14 3 - a" --- 4" 314 11 - - - - - �- - - - - - - -/4 R .- - _ ■ RAINBIRD 1812-SAM-PRS-150 POP UP PRAY H ■ _ _ s - - - t4° r _1 � -- ■ - S HEAD 15' 90 30 - - - - - - - _ _ 3/a' 1 _. 4 34 ■ __ Ids�k - �� =Y .' s ..,. • . w w _. y -A_ ,,i�! w;- - s s - s .. s s - s s - - • s fir... - 4t Q av ,_ - --,��- - •, - �. • '� ` w . . -_Z_ _._ _ . .-:- '�k ; ,2 - - - - - - - - - - - - - - - - - - - - - - - - - . . � + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 ■ _ _ -'.k - Lia` 11! 34 �31" 1/4" v4' 3i4w �_i- '•`_J- w w w w w w w w - �a 1. 11/- 114' 114:., t 1314" _ ,r z"? \ � b �� a _ _ - ■ 0 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 .., ., .. - - -, ..... R-•::� ��+.�..--.�` �•Pat! �. I .)k, - ``,, - � � Y. 1. f�l� .Y�� , • ' _ f�` �r_E E 'gyp , Y L� �' !� • RAINBIRD 1812 SAM PRS 15VAN POP-UP-SPRAY HEAD 15' 90 30 ■ jY s - __-� y / 1 W a Si RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 crB RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 ■ • 3a'' I I / �. ■ RAINBIRD 1806-SAM-PRS-PASO-1401 POP-UP-BUBBLER BUBBLER .25 30 rt ■ �• � tt tt cn NOTES. 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE ` TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL'M'. SHEET L-28- 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6" POP-UPS. USE RAINBIRD 1806 BODIES. POINT OF CONNECTION NOTE 'E': EQUIPMENT 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY WATER DISTRICT DOWNSTREAM TO A NEW 2" DOMESTIC WATER MET ER. REFER TO H WATTS 403-RT-RW LINE-SIZE GATE VALVE UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 2" WILKENS 500 SERIES 2" PRESSURE REGULATOR BACKFLOW PREY NTER, A 11/4" FLOW METER, AND A 11/2" MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. MATCHLINE 1U� - SEE SHEET L-255 FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A //�� STRONG BOX ENCLOSURE MODEL#SBBC-45-AL STATIC WATER PRESSURE: 58-64 P.S-I. , a •• ♦ +® CALSENSE FM-1.258 1114"FLOW METER m memo ■ SYSTEM DESIGN PRESSURE: 47 P.S.I. . - • • SUPERIOR 3100 I / M 1/ " MAXIMUM IRRIGATION DEMAND: 42 G.P.M. � � /� .� � ■ • Q • � 1 2 NORMALLY OPEN MASTER VALVE ■ -h ■ • WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL f 372273 CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ ��/, 1 "I • . TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS!120 VOLT O { I ' • • B CALSENSE ET2000-32-LR-RRI-TYP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER �c ■ �, I 2210E-.1 / O/ ,q 1 • ' �' •♦♦ •� TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT ' - 1075 SO. FT. 2 . L4 a' SLE E V E • �. ■ I ' E ■ • . • . • CALSENSE ET2000.24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 11. .�a � '. 3�4/ � �, ,�; - � , , TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL # SB-24SS,120 VOLT ■ / Ir, • $T _ �� P.O.C. E D CALSENSE ■ • 11 E-33 14' 1 ■ ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER \• i 1 1,F • , f;' SLEEVE TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS!120 VOLT 717 SO. FT. 11/4 / ♦• , C\I CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER W ' c --,� ,__ I'; / 4' ■ TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL# SB 24SS'i20 VOLT �1 W ' '- CALSENSE 4O LR RR1 TP 1 � - - _.._ _-----� � � , t,�`� / � � '� ■ � ET2000- - - - - 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER � 1>!C• 4r. 11ld ,l.,,a - �- { ----�rE � � �I . 1 ■ f- TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL # SR-24SS 120 VOLT - 341, 1' 1" a' '_" a \ a' - t_ _ 11 c �i ■ W G CALSENSE T 4 1 - 1 ,, - , �.: _ s E 2000 2 LR RR1-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER - r w s [ • « • .. • • • • . Pi IN_TALL WITHIN A STC30NG BOX MET R PED STA 4SS'1 k I;. « s « ., .j • # «1 • i ,t`. i- • _.-. 1�_ ._*_ t 1� aw w w .. 1 4 1q . J� . �+ 11 .. a4 _ C _ i: ) ■ E E LMODEL # SB2 _ 2 VOLT 1INV mF gIGM RAINBIRD EFB-CP-PRS-B ,�s- s - _ �. _ _ _ _ -- - - - - - - - - - - - • - - - - _ ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN T I In {a ,.:;, `-: tl-- !- _ >■- _.•... ..-R.--D- --l-. --,-.1 -._ + ' • R ! {:• s._ '. ., _ _ .. .. .--. „- --_! �._1.--2 -.�-' -1--. -1 ".-_.___.. __ _... T._..�. -f. _ �- -L ■ UNF nF ti1G 17 ,1�y!_. A-'►p-x�':. - ' ."£�. - ' ■ �� - - - - . _ - _. _ .: _ _ y _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - _ - L _ ,J ■ Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ' �W W - - - APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN,MIN. COVER 18"SHOW CL 315,2"AND LARGER {� ,I ■ W W ■ 7 E-29 13 E-5 29 E-30 29 E4 ';2 E-31 30 E-3 25 E-32 41 E-2 15 21 E-34 r ■ W APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" ' 171 SO. FT. 1 1 260 SO. FT. 1„ 810 SO. FT. 1 i/4" 1620 SO. FT. 1112" 1112" 1090 SO. FT 11/4" 810 SO. FT 2" 1185 SO. FT 1" 360 SO. FT 742 SO. FT. 2" r� ■ SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED.UNLESS (_ ■ _ - - - - ; '� ■ _ APPROVED SCH.40 PVC OTHERWISE NOTED v - -- - - - - ' 112 1112" _ - ■ 1114" 1114' 3/4' W _ - - - o -o o- g=o:9-o-C- 0-0-0-0-- o-o o- _ _*�-�-�t-,-,-�=� ..:-� �..:_,� � _ ■ W PLAN CROSS REFERENCES .sr.09-� z _ O z ■ 16 D-21 _ �� ■ -� FOR NOTES AND LEGENDS SEE SHEET L-16 DAY CREEK BLVD. D-20 34 653SO. FT. 11/2 �� ■ = FOR DETAILS, SEE SHEETS L-28 & L-29 U ■ _31 D--1 27 D-2 11/2" 1001 SO. FT. , IIJ►_lt OF SIGHT _ -_ _ _ 812 SO. FT. 1112" 1032 M. FT. 1i/2" 29 D-1 4° SLEE v � FOR SPECIFICATIONS, SEE SHEET L-45 Q ■ W - - _ _ _ _____ _ _ _ __ _ _ _ _ CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 - - -• y - - '�4` ' - - 4 - �'4' 4 _ 14' �1a---�;4' 1416 SO. FT. 2" �' ■ R CORRESPONDING PLANTING PL EE SHEET L-33 y _ - _ - _ - - , - - - _ _� - _ - - - - _ FO CO A S 1 , _ 3.4 r w w n - - w w - - w- - - - - - - - - w - w w - - . w w 11,4• w w - w 1j . �r n-p �.o-q G_p.,n..4 [i u 4 ti?tr C3 £1•„L 44 vfZ - _ ' I ■ w V `' V4 314' lkt'T±- 174 _ _ .i,4 V4 d ! - s - - - - - l _ 11'2 Ak 14 - ` i ■ .' D-3 6 -- - AVE • - -- - ■ _•.. 1„ 135 SO. FT. -- _ • . • . _ wr�soN I� ■ �• ♦• DATE APPROVED DESCRIPTION OF REVISION 11:4 . ■ • ■ ' PRESSURE REGULATOR NOTE: I . ,. ° • ® LIJ Q CITY of RANCHO C Ilk- ■■■L'e'' -_-1 CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE lra \ it ` ; M • ■ 0 T RACl 15493 & 15902 PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO I \ ' • • Uj J ^ OPERATE EACH VALVE AS NECESSARY. , \\ # D .•• ; •♦. .•♦ nn1vAN sr t RANCHO ET I WA N DA L. M . D. VJ _; 3 ____Yy_ WATER METER: } WATER METER A AND B ARE TO BE INSTALLED �' ■ ■ " ' • Cr _ DAY CREEK BLVD., WILSON AVE., TYPICAL CONTROLLER NOTE : ON THE HIGH PRESSURE ZONE 5. `� Q ■ P.O.C.'D' W BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. CONTRACTOR TO INSTALL (7) CALSENSE WALL MOUNTED CONTROLLERS, WATER METER C,D,E,F AND G ARE TO BE ■ ■ ■'`� ¢�■ ■ ■ ■ •■ ■ ■ ■ ■ ! s1 ■ * ■ o - vttvrnGr AVE MODEL NO. (4) ET2000-24--LR-RR-TP-I,TP-110, (1 ET2000-32-L.R-RR-TP-I,TP-110 INSTALLED ON THE LOW PRESSURE ZONE 4. V, Cr AND (2) ET2000-40-LR-RR-TP-I,TP110 , WITH COMMUNICATION MODEM M ATC H L I( 'W' - SEE SHEET L-26 06 LN IRRIGATION PLAN INSTALLED. CONTRACTOR SHALL PROVIDE ONE, (1) STAINLESS STEEL Underground Service Alert MOUNTING PEDESTAL (STRONGBOX MODEL #. SB-24-SS/120 VOLT) FOR EACH POINT OF CONNECTION NOTE 'D': _ROL„E30 N T s AF�PHOVE U BY: CONTROLLER REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICENllh� ■ LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY N0 S 0 A pE FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER. REFER TO �p 4 CITY ENGINEER RCE No. 2459 L� Call: TOLL FREE IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE `�� �Umw�a 9�' c AF{UHIJ E HHA DE i(;N UHOUP I s CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA �� � [JE�ICN F~iEC DE[) PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 2" 4? r' LML LANDSCAPE ARCHIILCTURE p BACKFLOW PREVENTER A 11/4" FLOW METER, AND A 11/2" MASTER �, w SITE PLANNING -QO� TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE VALVE AND EXTEND MAINLINE INE TO VALVES AS SHOWN. 10621 CHURCH STHE E 1, SUITE 106 CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND SCAT E_. 1" = 30' [_)[���/�/(v RANCHO CUCAMONGA,CA 91730 `;F {[ [ A CALSENSE REPRESENTATIVE. ,'4 - * MLD/JMH (909)484-2800 FAX: (909)484-2802 L- 1 9 422-4133 CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: STATIC WATER PRESSURE: 65-58 P.S.I. 7py CALSENSE. 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. SYSTEM DESIGN PRESSURE: 4s P.S.I. �q a` RLA N0. 2832 MAXIMUM IRRIGATION DEMAND: 45 G.P.M- � T Q. GHE:GKE U C)F�AWING NO. TWO WORKING DAYS BEFORE YOU DIG F OF-CN l-��� RWK DATE ..8/28/02 .TOB N0. 0104-5 1503- L sl IE I t UE 1 MATCH_LI 'U' - E Y�EET L-25 to aV4 o IRRIGATION LEGEND • ' Iya SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.. P ' % 1"\ '3/4" W I T RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 1 ■ 3/4 ■� \ \e, Z 'J ■ I -. S,ya' \ O . own *• ■ 0 RAI NBi RD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 W • i 3ra �'� .: , F_ ♦ • ■ RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' 40 30 W • g11! I I M ■ ■ "61 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' 40 30 . r ❑ �r � 'S • ■ (n 4' Sl E E VE f �l VC �- 1112 1114' •• 1 , ` ' , j 3i4' RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 1114 1 1 1 1 • �c - \--- ' 1 • ' • 1' ` a m • ♦ • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 � ._- (n ■ `iI P• : ` _ 1' 1• • 3/a• � • , X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 ■ w: 4 V 34 • • �a \ o ' _77 �'''� 4� ■ V RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 14 _ .. �_/a' ■ - . - _._ 1i a t E , \ a a __ - RS 10fl POP-UP-SPRAY HEAD 10' 40 30 ,� {.. ;�._ � s - --- - .. ..,:. _ 4 . , _ tc 4" SLE VE �' aa• ■ RAINBIRD 1812-SAM-PRS-100 W ■ , .'.. � .1-.Y-�h.�. .;. ,�� 4 - �f �-d. ..� m'-'_,.+r+a 1_ r...�. - _ #., !_ � <t - _- �=•"' `,�. �-�-. - -� �'`. '.�,.� S�ES1�L" _ _ - • _ __ _ _ _ _t,. - - - - - - - - - - - - - - �..■ -i - .. - ., . - _.,. .& _ s �'�.-s t - - '- e .-_ .....r ... - s"' ; - ,�.a.. . r - • s a _ , ,r ,x __�-_ _ v_ _ . -. s, _,_ _ _ - x #. ) r„ r,E :T, .T ., V RAINBIRD 1812-SAM-PRI;-10H POP-UP-SPRAY HEAD 10' 80 30 �_ • ' � - ._ . _ ---:�----_�-_� ' �.. - -..... . � - ..�:'t...� ;.... _._ ._. _.. -t.?.: .<. -i l� � i-:__. - r .►, .■_ s • �, � s s s s s - _ +�� d` _�' �._ `fr � - Y� it '� r i =F.' - - e ..e , .ems s s� E. ��i� s s. ..:.,• 1g eg, IL Q �-_... \ -.r - _ :.k; __ - ^ .! -_-- : �.� n - - '.c - k .-•r i. °o- J - ••tom \../ J ■ o 11'4' - : ->Ie._ - -It- a >� �' - = - F- rte _ RAINBIRD 1812-SAM-PRS-10F POP UP SPRAY HEAD 10' 1.60 30 - -.R" UNE OF,v";,, t---' F - ■ 43 A-17 RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10' .80 30 U ■ 1640 SQ F . 1112" --- - - - 1613SaFT- 2" E>' SLEEVE 1T c • �,,- - - - - - - - - - W f- + --- ■ ■ �, ■ ■ mpmN51 A-14 28 A-13 18 A-12 • ■ ■ • ■ _ * RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 ■ ' : ;s� 1462 SO. FT. 2" 1160 SO. FT 11/4" 726 S O. FT. 1 i/4" 21 A-1 (n V RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 30 A-16 _ A-19 46 # 4" sl.E E VE s3 • _ 60400 482SQ• FT• 1 ■ (n O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 °D 790 SQ. FT. i i/2° 2" _04-5-SO. FT. s9 RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 ° : ; �5 � • • ® DAY CREEK BLVD. ' �� 34 A-15 o A-20 36 A-22 33 • • ■ I Lworm" s •E E■vE SLEEVE NOTE.: ♦ RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 1325 SQ. FT. 11/2 1112'IV 1265 SO. FT. 11/2 1444 SO. FT. ■ ---� : CONTRACTOR TO INSTALL SLEEVES FOR ■ LLI + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 ■ ' ■ ■� ■1!s■ ■ ! ■ ■ I FUTURE MAINLINE AND WIRES. FROM • W ■ 3� -� WEST SIDE OF DAY CRFEK. _ = RAINBIRD 1812-SAM-PRS-15FPOP UP SPRAY HEAD 15 3.70 30 - -'- - a' a' v4a• 4• 3/4314" a° 4• 4' ■ ■ g f . .. . .. . . " - C?:f�t?52 SkS � 44�-r1e A-1--1! l-■�-�.._. " �' -!_-:.�-l,rla: <. ��= C 4 ' ■ ■ W ___ ■` !•^ �. �_ - ps. RAINBIRD 1812 SAM PRS i5VAN POP UP SPRAY HEAD 15' 90 30 ■ ! go z - ? „T2. . . . . w T _, / s "~O . . ,. �q - w 1 Iva _ 11:a" 11/4" o, 4 34' ■ J G RAINBIRD 1812 SAM PRS 15EST POP-UP-SPRAY HEAD 4x15 .60 30 1 ' 3J4'_ - q. L Jit , w . . 03/a " '1-» ■ - - - - -- f _. i� , • B RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 - ■ ' ,_ y '� ole , i \ `'` 4'a ■ . U ■ RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER .25 30 ■ > 1 - i 8 � I ■ � NOTES: ■ ' �a e , ■ I ■ 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%CO RA 31a" e = A-21 30 \ '` A-24 26 ' 1 - VE GE ■ TO REDUCE OVERTHROW ONTO WALLS.WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL 'M', SHEET L-28. ■ ■ 1'4' 11/7" 1437 SQ. FT t m 11/4" 842 SQ. FT POINT OF CONNECTION NOTE 'A': 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6" POP-UPS. USE RAINBIRD 18%BODIES. ' �� fiy°„ :�' NOT IN CONTRACT 45 EQUIPMENT A-23 CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY ' /314' �` FOR FUTURE REFERENCE ONLY DOWNSTREAM TO ANEW 2" DOMESTIC WATER METER. REFER TO � 2 DOMESTIC WATER METERS PER CUCAMONGA COUNTY ■ - ■ I 2 1474 SC. FT. UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE WATER DISTRICT ■ ■ ^4c "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 2" WATTS 403-RT-RW LINE-SIZE GATE VALVE 4" O / PRFSSURE REGULATOR. A 2" BACKFLOW PRFVENTER, A 11/4" FLOW ■ ' iYY �� METER, AND A 1112" MASTER VALVE AND EXTEND MAINLINE TO WILKENS 500 SERIES 2" PRESSURE REGULATOR ■ ■ ■ ■■1-� ■ ■ W! ■ ■ �e ■ ■ �■ ■ ■ ■ pmu ■ ■ moms■ ■ ■ �■ ■ ■ ■ ■ sem■ ■ ■ � ■ ■ ■ +■ ■ ■ ■ ■ �+� ■ VALVES AS SFIOWN. STATIC FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A ■ _■ a3� _ _ _ _ SYSTEMAESIGN PRESSURE: 127-14195 P.S.I. � � STRONG BOX ENCLOSURE MODEL#SBBC-45-AL * � CALSENSE FM-1.258 11/4"FLOW METER 0 MAXIMUM IRRIGATION DEMAND: 50 G.P.M. MATCH L I N E W - SEE SHEET I--26 ® SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE % --w ■ ■ � ■ ■ � ■ ■ w- ■ ■ 0 WATTS 530 C 3/4"CALIBRATED � WATER METER: -'�} PRESSURE RELIEF VALVE MODEL#372273 W WATER METER A AND B ARE TO BE INSTALLED ■ CALSENSE ET2000-24-LR-RR1-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 24 A-11 _ ON THE HIGH PRESSURE ZONE 5. ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS1120 VOLT 620 SQ. FT. 11/2" y WATER METER C,D,E,F, AND G ARE TO BE ■ • INSTALLED ON THE LOW PRESSURE ZONE 4. CALSENSE ET2000-32-LR-RR1-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT --�- a• � I � .. l C CALSENSE 3r 1 SE _ _1va711a 1• 3/a' 7¢F 3i4 3 I I A ET2000 24 LR RRi-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ♦ - "~ "x•1114• tv4" 3f4. 1 1 1 • TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT • 3'»° 3 =51 3:q / ::a° O W4' _ 314' y4. Kv �D CALSENSE ET2000-24-LR-RRi-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ♦ ' �- 1Y ya• va ' %.. 3' , �w 3/a• I 31x' -� tea. W TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL # SB 24SS/120 VOLT 1, `-L E E V E O- t?t' a q. __ 314"1= "" 3!4" _ l, 3/4> _ y, ,� i, _ --_ 3a ` �,4 31a as »" a +a' E CALSENSE ET2000-40-LR-RR1-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER _ W ■ .y_-_ \ - --- ..c ._ .uW - =e a �4 �r _ u -- f TP-110 I Y. �[ ►- `a, - . Y�-< 3 1E _- - - - , *' I �r _ l - -Y_ IN.-TALL WITHIN A STRONG OX T PEDESTAL S. S 120 VOLT , _� � ,� : ��� ` � � .. � -� - .. ��,]_Lt , - � �. .. � � - � - � 1. � .. . -, � - � .` _ - - - . .. ., - .` � - EDE TAL MODEL# SB 24 --'- - ,.. � -_ ::.. _.! � � s .� r. • ,. -. ....: le r n 1 1 7! 1t. -. t � �... s ar"" � .. - �� • s s a �- s ` ' ✓ i L %fit F CALSENSE ET2000 40 LR RRI-TP-1 40 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER - -- f--?f - - - - - - - s>� ■ : .>°µ T " F. j _ - - �, _ _ .:,. - - TP 110 INSTALL WITHIN A 4T r- - - - o - :-s-■-:-a- .■=� - ■ a _ . * R �e-- �< a► 41 ■ +11 a .,Ir • ■ .. * a- ♦ 0 �r.4_ - _-,. E- • u . ., al *-f a + ■ ♦ • c_ ♦ • R >I- _>� N STRONG BOX METER PEDESTAL MODEL # SR-24;S120 VOLT Lli _ _ _ _ _ G CALSENSE ET2000-24-LR-RRi-TP-1 24-STATION INTERIOR WA F E 1E - - - s ■ LL MOUNTED ELECTRIC CONTROLLER _ : - J : = TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT U) ■ 50 A-3 47 A_g 28 A-4 �-- RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 7 A-8 11rA7W Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 4 150' O.C. _ ■ 64 18+73.85 65 1228 SQ. FT. 2" E1245 SQ. FT. ?" 67 800 SQ. FT. 11/4" s8 90 SQ FT 1" 182 S FT 1" 04 I of W CO - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN. COVER 18" SHOW CL 315,2"AND LARGER �- ■ 21 _ APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN.COVER 12 W A-2 DAY CREEK BLVD. 13 A-5 ==== APPROVED SCH.40 PVC SLEEVESIS SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS W ■ 872 SO. FT. 1145 SO. FT. 1" W OTHERWISE w ■ ■ Z ■ 15 A-10 J W ■ 780 SQ. Fi.- 11/4" Z ■ ■ U U = - - - - - - --- - - - - - ------- - - - - - - - - ----- - - - -'- - - - - - Q ■ PRESSURE REGULATOR NOTE: ■ ■ �� CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE ■ ' PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO ■ _ I ` _ --�� OPERATE EACH VALVE AS NECESSARY. SHEET KEY MAP F- d _ \ 1 TYPICAL CONTROLLER NOTE : �. W _ CONTRACTOR TO INSTALL (7) CALSENSE WALL MOUNTED CONTROLLERS, _j 111 f; ��- �- e - .__._ _ _ __. .- - , MODEL NO- (4) ET2000-24--LR-RR-TP-1,TP-110, (1) ET2000-32-LR-RR-TP-i,TP-110 z - s - - �( IL SON AVE a ,, ` > -4) a AND (2) ET2000-40-LR-RR-TP-I,TP110 , WITH COMMUNICATION MODEM i - --- (n , -- - - - z - -� �- - INSTALLED. CONTRACTOR SHALL PROVIDE ONE. (1) STAINLESS STEEL ■ -�■y ■£ n_ *-"�`"■-'■-����R- �R- � `� ~ ' MOUNTING PEDESTAL (STRONGBOX MODEL # SB-24-SS/120 VOLT) FOR EACH Q _,, - D E S C R ( PTI O N O F REVISION CONTROLLER. REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE ■ i. m _ - DA1 L APPROVE D _ ■ {} Z LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS- COORDINATION OF o Uj > CITY ■ FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE o f RANCHO C _29 A-6 O IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE Q W ■ 71 781 SQ. FT. 11/2" CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA W ■ 72 Zl PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TRACT 15493 & 15902 V} ■ - - t - - --r- - - -t - - 1 -D TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE BANYA sT ■ CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND RANCHO ET I WA N DA L. M . D. ■ DAY CREEK BLVD. A CALSENSE REPRESENTATIVE w f W ■ O CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: ? DAY CREEK BLVD., WILSON AVE., r VINTAGE AVE Z ; 1 n CAL SENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD. CALJFORNIA (619) 436-0525- U • ROUTE 30 IRRIGATION PLAN Underground Service Alert �. ■ N1 s AF,F;F�ovE �� EKY: - • LJ A I E : / or . ♦ " ♦ Q ■ 1 PSD SC APF PLAN CROSS REFERENCES 4 CITY ENGINEER RCE No. 2459 Call: TOLL FREE ■ �° `qurnt.,010 9� AE�cHI� E HFLA DE sIUN GHouF' FSE CO ED ■ _ �a - 11 SIGN FOR NOTES AND LEGENDS, SEE SHEET L-16 T" LML LANDSCAPE ARCHITECTURE ■ L,, �, SITE PLANNING 1 -840 FOR DETAILS SEE SHEETS L-28 & L-29 a �• � 10621 CHURCH STREE 1, SUITE 106 L)fdAWN �`I IEE 1 ; RANCHO CUCAMONGA,CA 91730 �+ 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45 1 31 a> . MLD/JMH (909)484-2800 FAX: (909) 484-2802 L-20 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L 6 s� ` 1/'za�Q RLA NO. 2832 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-34 „ _ , qr oQ Eli[ GK[-[J DHAWING NO. TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 - 30 F o F C A��� RWK DATE - 8/28/02 _JOB NO. 0104-5 1 803-L S[-i[ E Iq IU, w w e 5 IRRIGATION LEGEND V4" SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. 3 2 1 k 64 62 61 h RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 \ V4!1• /• 'z;1 163 ' ' i o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 11/4' � 1/2. 1 1 1 ��. � 11/41 114' � rn � r t ate[ r w 1 34 % � - RAINBIRD 1812-SAM-PRS- w 5F POP-UP-SPRAY HEAD 5' .40 30 ` f _ t A 3 a 11/4' 1112' RAINBIRD �_ p-b--r Qr ���41 a , -e� • Iva• RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 o - - - .. -, l■E � � �. _ �-� ` " ..1'4 �F-1 1:4 ` �' it�� afa _ i - � �, � ' � �-�--� $� � � k 6 RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 '� • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 - - - _ -..� \..! �""'._._ _ICJ' . 1, -.�'- .". -^--- .. �:-_..:� ._ a • s r .; ,s - r • s -.- i • .\ �,': F, _ -�.. '---•---- __. - -�_ _ �.. - - - . �_ . v,r O� - _ - - t = �,� , >.:, - _ - - _____�-. -_`.__. _ X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 ---- 4 "P` RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 21 F-27 36 F-25 - W 70 30 26 F-29 597 SO, 11/4" o0 1164 SQ. FT. 11/2" - _ W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' 40 30 -- _._`. 12 13 1193 SO.-FT-.- Q- FT. 11/4" t5 ■ -+ P__-�._ _ ___ t ___.-.____. __., _ �._ _.._ - _ I _ _ f _.._..._-___ ■ J V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 80 30 46 F-26 V TAG E D h. 19 F-24 W RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 2025 0, FT. 2 698 SQ. FT. 11/4" ■ z '� RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 ■ J ('47( 4e F-28 - _ RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 I U 2025 SO. FT. 2 _- _ _ _ ____ _. _. _ - - -f .:-,-- T, 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 � � �. .. z �-_._., � ■ � � RAINBIRD - -�-- - ' NOT A PART OF bt1� _Y f NOT A PART OF THIS PROJECT = Q o RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD ,r 2.60 30 END OF PROJECT i ■ * RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 27 40 i _ RAINBIRD 1812-SAM-PRS-150 15Q POP-UP-SPRAY HEAD 1 ' i 5 .90 30 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 A RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 N01L. WALKWAY ACCESS TO BE DETERMNED RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 AT A LATER DAY. 61 RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 B RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 • RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER .25 30 PRESSURE REGULATOR NOTE: NOTES: CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL IM'. SHEET L-28. OPERATE EACH VALVE AS NECESSARY. 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6" POP-UPS. USE RAINBIRD 1806 BODIES. EQUIPMENT 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT W H WATTS 403-RT-RW LINE-SIZE GATE VALVE U fw WILKENS 500 SERIES 2" PRESSURE REGULATOR Q 0 FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A STRONG BOX ENCLOSURE MODEL#SRBC-45-AL Q„_ ® CALSENSE FM-1.25B 1114"FLOW METER SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE - WATTS 530 C 314 CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 O . i I 1 i CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT N ( J Z CALSENSE ET2000-32-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER r ! 1 Q TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS1120 VOLT J I ° w ! , 3�.' �C CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ' I V TP-110 INSTALL.WITHIN A STRONG BOX METER PEDESTAL MODEL# SB-24SS/120 VOLT w I 1.■' CALSENSE W �� ! � � �� �`, ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i -f ' _ 4 25 24 4'- TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT €; , 58 = �l� C .t c 3`4 1' O CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 5g �'" �; i, O 11/a• TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS,1120 VOLT 60 w � °" . . F CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ ■ Alf f I I >., $u w 3 s a 1 t-)va• 1 va• 1112• L E ■ w ,. .� F,r ■ }- TP-110 INSTALL.WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS'120 VOLT I I ` ■ w '` r ' _' _ T =, !. O 314 G CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■' ' ■ V4, Q y" yc�x 4 1 - - 1- 1t a Y 11 v in TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB 24SS!120 VOLT n F ■ . - `� ` ; � --- � - � � +' ■ � � � � RAINBIRD EFB-CP-PRS-B ■ "` �a - _ f-- ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN �• W •.3/ • �' W -- 0-� ■ - 1 ` Z - �' _ _ i �y Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 150' O.C. - - .-. w ■ -e�4 - �- ?! W o O O O e- ©-ell a" s I L - - CL 315.2 AND LARGER ,µ ,-, _ . �.,�. J _ "�'"�`. _ �_ _ _ _ _ � _ _ _ _ _ _ - � _ .._.______.�..__ . -�---s--■ - - - APPROVED SCH 40 PVC MAINLINE SIZE AS SHOWN MIN COVER 18"SHOW - -� - - -� - - -� - 11,d (1112 tt2 � 1r . � ;tl -�` T -.� - - - - _.P. _a___..._ _*._ t_ � y � 11,a _ - _ APPROVED SCH 40 PVC ■ 1, ,� ___�-- Q LATERAL LINE. SIZE AS SHOWN,MIN. COVER 12' e . ! a- ¢� --� __ - ---- SLEEVES. SIZED 2X LARGER THAN PIPE TO BE INSERTED. UNLESS ■ "q` � • . t _; ,. __ F-- ■ -27 G-15 Cr APPROVED SCH 40 PVC OTHERWISE NOTED 4' S _ 2, 142oso. FT _ _ ■ :- • s z� . r a 60 SQ FT - 1776 SQ f _ - F- ■ �_ _ c ------- 4t LL L-- - - O - 'c 7 � • 20�oo t --- ■ _ _ I 11/2" FT. w ■ F-22 27 _I� Y _ :. _ AG D R, 13 G-12 Q E F VINTAGE w ■ ' ■ F-30 50 1s F-23 19 11/4" 1272 SQ. FT ■ L_ ■ 645 SD. FT. 1" - - ti, ET KEY MAP J 6 2„ 2470 bO. FT.__ 1 i/4" 721 SQ. FT. F-31 50 T' -J - -- _ - r- .� G- t - �- r� � _ w ujb w ■ I, ' .-� �> - F ! _ 570 SO. FT. 1" ? 1510 SO. FT ■ _��-- - ;f, K _ >J z ■ i- - _ - - _� -• W Q m • ►.,� w NOT A PART OF THIS PROJECT w _ • w z - - U Cn a � vv�soN avE L �- ' w w DESCRIPTION OF REVISION Q NOT A PART OF THIS PROJECT w �� w Q LL DATA APPROVED ' `� CITYo RANCHO CUCAMONGA ' Y w SCALE: 1" = 30' u 1 FACT 15493 & 15902 BANYAN ST. z_ RANCHO ETIWANDA L. M . D. _1 = w DAY CREEK BLVD., WILSON AVE., _ FU- VINTAGF AVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. U Q f- qUVr IRRIGATION PLAN Under round Service Alert ROUTE 30g N r AF�E EKY: _ UA 1 Eo�- � Call: TOLL FREE PLAN CROSS REFERENCES �,o*D sc"PF CITY EN_ GINEER RCE No. 2459 4 o ,vumw'' 9� DESIGN AHCH11 E HHA DE SI �iHOUP F3EC F D FOR NOTES AND LEGENDS, SEE SHEET L-16 �? a LML LANDSCAPE AHCH�lECTUHl SHE P E LANNING - 1 -800 FOR DETAILS, SEE SHEETS L-28 & L-29 � � �' 106?1 CHURCH S1HEE T, SUITE 106 - DF,l1WN C;F�E E I � -' � RANCHO CUCAMONGA. CA 91730 E' FOR SPECIFICATIONS SEE SHEET L-45 MLD/JMH (909 484-2800 FAX: (909)484-2802 L-21 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-7 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-35 q -Wr � CH[ CK[D RLA NO. 2832 DRAWING NO. r O F C A� R W K DATE 8/28/02 .LOB NO.0104-5 / 803-L SE 1E_t I 50 OF U , _NOT A PART OF THIS PROJECT F— W _ _. _ MWD R/W, W W o ■ _ w , O > 12 44 F-6 = 0 Q 15x00 16 IRRIGATION LEGEND • —�— 1884 SO. FT 11/2" 1� _ _ - _18� �s 2000 W SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS S G.P.M. P.S.I. z �— ■ W � RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 W BANYAN ST. cn o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 W - - - - - - - - - - - - „ _ - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - -o- �z- eta' gra"_ a°-,° t• $ tsP . � t- – -%r 1° t" L4, t _ — ___T4 _ " RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' 40 30 A •�l1817SAna.PRc_a/AN PQP UP SPaAY HEAD T> Ll1 6' 40 30 _ 7 181?-SAM-MQ AQ 0OP-1UP-SP'_7AY HEAD 8 30 30 `j tv1VV Ii V'4 _ RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 O ■ U X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 I I ' Q RAINBIRD 1812 SAM PRS 8VAN POP-UP-SPRAY HEAD 8' 70 30 I I RAINBIRD II W 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 SOUTH CALIFORNIA EDISON R/ W V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 + RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 ■ RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 W ■ W f O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 ■ ■ NOT A PART OF THIS PROJECT W. W RAINBIRD 1812 SAM PRS 12VAN POP-UP-SPRAY HEAD 12' 70 30 ' .90 30 :z■ W RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15 (n : A A � J � _ _., ..: . _ _.. _ � ._ _ _ . _ _ .M.W.D. RIW _ , _ — i i ___ /�__________ _moi _ -1�_____-_--__ -��� A z� RAINBIRD 1812-SAM-PRS-15H POP UP SPRAY HEAD 15 1.90 30 W -------------------------------------------- -- --------- -- ------------------------ 00 T_ J ■ ■ W ■ ■ W J< YOUNG CALIFORNIA HOMES PROPERTY s � IRRIGATION LEGEND '4;1 CM w (NOT A PART) ■ W SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G-PIL E$_ N ■ W b RAINSIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 ■ - �. - ' ' � Z F RAINSIRD 1812-SAM-PRS-5H POP-UP PRAY HEA 5 20 30 o RD -S D ' an W ■ z RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 W ■ _ `; r! . RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6 .40 30 W ■ _ _ - - - - - - -_- - - - - - - - -_- - - - - - - - - _ - - - - - - - - -_ - - - - - - - - -_-- - - - - - - - - - - - - - - - - - - _ - - - - - - - - -_- - - - - - - - - -_- - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - J IL RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 W ■ --- - - - - - - ----- --- - - - - - - - - -- --- - - - - - - - - -- --- F-3 13 - - - - - - - - - - ---- - - - - - - - - - - - - - - - F-15 - -i3----- T- --- - - - - - - - - - - --- - F-37 '31- - - - --- - - - - - - -- -- -- -- - - - - - - - ' _ • RAINSIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8 50 30 U) 35 1" 545 SO.Fl.— ( _ 1" 289 SO" Fr. _ 11/7" 1105 SO. FT" ■ X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 O ■ W " SLEEVE -----�— — — -t-- — I— r• . . . ■■ — ■ U BAN NST. � � � MWD PIPELINE CL 'O` RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 8' .70 30 ag � � f ��� . . . . . . . . . . . .� � � a � . ■ T �j/ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10 .40 30 W . _- _ _ v4 11/4' � . . . . . . . � . . OCT) . . . . . r . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . � 1 Z -J 4" SLEEVE — — — _ °" 1 4' 4• C J V RAINSIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10' .80 30 _ a" " - ■ �-- RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 ■ W W INBIR 1812-SAM-PRS 10VAN POP-UP-SPRAY HE 10 .80 30 .. :: :. .: _:_... RA D - = _ AD ' F- Cn i - r, 1s..c _ ■ �r� —� ''" 3i4 _ - _ ' RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 Q ■ I �1' -_ �11 .,1f1. •.[fl Y �r T.it , Cu [ll " s 1v-a _ - a .::::Iva 1 ::::e::. 1 :::::a�a".�J...-;.. l�J...,......d�J !a� U} ■ O I h _ -� = W 4 RAINBIRD 1812-SAM-PRS-12H POP UP SPRAY HEAD 17 1.30 30 I ■ ■ ■ W O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 1Z 2.60 30 ■ 'R ■ RAINSIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 17 .70 30 V ■ 4 + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15 .90 30 z L� Tn�yy9� /•>P�evc�V�'3 ■ z '�� RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 • 8 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15 3.70 30 U J O ■ _ -- + RAINSIRD 1812-SAM-PRS-ISVAN POP-UP-SPRAY HEAD 15 .90 30 ■ , ` ., = �� ■ U 4� ■ 0 RAINSIRD 1812-SAM-PRS ISEST POP-UP-SPRAY HEAD 4'x15' 60 30 a: I--- B RAINSIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30' 120 30 `�. ■ RAINSIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER 25 30 NOTES: 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE IWO%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.SEE DETAIL M', SHEET L-28. PRESSURE REGULATOR NOTE: 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6"POP-UPS.USE RAINBIRD 1806 BODIES. CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE EQUIPMENT � PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO M 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY r OPERATE EACH VALVE AS NECESSARY. ❑ WATER DISTRICT _J N WATTS 403-RT-RW LINE-SIZE GATE VALVE W ■ WILKENS 500 SERIES 2" PRESSURE REGULATOR W ■ 0 FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A � ■ RANCHO ETI WAN DA PARK STRONG BOX ENCLOSURE MODEL#SBBC-45-AL C O ® CALSENSE FM-1.258 1114 FLOW METER W ' SEE PLANS BY A R C H I T E R R A DESIGN GROUP ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE s ■ U) ■ N - WATTS 530 C 3/4"CALIBRATED PRESSURE RELIEF VALVE MODEL#372273 ; . (NOT A PART) _.I CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER N ■ ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS1120 VOLT �' ` ■ CALSENSE -LR-LR -TP-I ------------------ a..� /J�y��/ W r——-————— aro ._ t i 4 Y l4 ? fes:4ni+ 0 4!? •!7 +1® �^ �^Tom: ■ B ET2000-32 - - 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER - _--� lw TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT Z _ �C CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER J ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT :. ■ D CALSENSE E1-2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ..................................... U A---------- ------------- _ --_-- -_--------_---------_---------_--------_--------_------------------- - - - - - - - - - - - - - - - - - -_- - - - - - - - - _ - - - - - - - - -_- - - -- - - - - - - - - - - -- - - - -_ - - - - - - - W TP-110 INSTALL WITHIN ASTRONG BOX METER PEDESTAL MODEL#.SB-24SS1120VOLT 1 _ 2 : ♦� CALSENSE R-40TP 1 A- Q ■ ----------------------663 SO. FT. 2" ------------------------------------------------------•-------------------•----- B --- - - - - - - - - - - - - - - - -- -- - - - - - ----- - -- - -61SO. FT. iia - - - - - - -- --- - - - - -■ vJ TP-110 INSTALL INTALLWITHINARSTRONG BONXMETER PEDESTALMODEL kSB-24SS/120VOLT - ANYAN ST - � "` CALSENSE ET2000-40-LR-RRI-TP-1 140-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 46 s . . . -. . .�. . a_ _ a4 45 PER PHASE 2; TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT r . �� 1:■� CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■©ME m - m ME � � m m ON m � ED m � ■� N ME ME � �� - On m m - - - - - - - - - - m - m GO m - TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT J ■ �^2>Irr 1 . MWD PIPELINE CL 0 RAINSIRO EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN <- �+3rrt id'�3,4�1 ��1'—..1�4 t t/a" 1114'.1112`L.�.11i'2'�..-11/2��1112 X11/4�1 — — — 3/q — __ rm O RAINSIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 015Y O.C. _ - -- - # - - — — — APP 40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2'AND LARGER ■ ROVED SCH. ■ APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" _ _ _ .. - - - - SLEEVES,SIZED 2X LARGER THAN PIPE TOB INSERTED,UNLESS W A I sia - - - �, . .. --s g�, _ ,. a — _ _� ,�Q :: APPROVED SCH.40 PVC OTHERWISE NOTED is r � � • ' • CAP OFF FOR FUTURE CONNECTION _ SHEET KEY MAP W ■ ,w Z Qo r ■ UJ ' I } —J ■ Q m IRRIGATION NOTE: W L9 TO BE COMPLETED AT LATER DATE Z CONTRACTOR_ (� ■ HEADS SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CO Z TO LOCATE ALL HEADS&VALVES ON STREET-SIDE OF WALL. _ - ��N AVE. U _ a w DESCRIPTION OF REVISION DATE APPROVE? CITY of RANCHO CUCAMONGA W TRACT 14496, 14495, 14523, 14494, BANYAN Sr m 14493, 14522, 14498, 14497 & 15902 F W RANCHO ETIWANDA L.M. D. i i W DAY CREEK BLVD., WILSON AVE., o -- NTAGE\ BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. ® IRRIGATION PLAN Underground Service Alert _ N.T.S. APPROVED BY: DATE: RouTE 30 • C A Pp Cali: TOLL FREE PLAN CROSS REFERENCES v \1 SUm 4 CITY ENGINEER RCE N0. 2459 a ARCHITERRA DESIGN GROUP y a s, DESIGN RECO ENDED FOR NOTES AND LEGENDS, SEE SHEET L-16 LML/KPF LANDSCAPE ARCHITECTURE 1 -800 W SITE PLANNING +n� FOR DETAILS, SEE SHEETS L-28 & L-29 DRAWN RANCHO CTRADEMARK AMONGA,CAA 9 730 SHEET 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45 L_ A 7a'A'"s L-23A (909)484-2800 FAX: (909)484-2802 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET 9 • - _ ate e�� ` FAC REVISED8/23/04 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-37A SCALE. 1 -30 r � CHECKED/F REVISED12/03/03 RLA NO. 2834 DRAWING NO. o F C IN DATE 8/28/02 JOB NO.0377 5 1803-L SHEET OF ■ IRRIGATION LEGEND ■ SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G P-M• pj.$.I. ■ ■ b_ RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 ' C RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 M W cv V RAINSIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 ■� _ ''--- ■ W J ■ __-- -'' 1F1r _ hL RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 30 30 W ________ -' -' ■ 0 RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 W -gam - _ ��_- � - .. •;: ,1 ..;:� .,, .:. •-_., ..,.; :: •:. . �:._,.. "•� :.-.� _ .£- ."*�,�,�-�: — )K RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 W ■ G-6 _ - -- W W r_ _ __ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ __ _ _ _ - --- - - - - - -+_` _ _ ■ W W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10 40 30 - - - - - -- ----- - - - - - -_ —573 SQ. Fr 11/2" --- - - - - - - BANYAN ST ' V RAINSIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 ' ---- _ _ _ _- -PER PHASE 2- - -- - - -- - -- - -- - - -- - ■ 47 48 '^ 50+00K RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 49 - - - + RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 LU - ■ W Z - - - - - - _ - - - - - - - - - - - - - - - - . 41 Z RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 2 11/4° ■ J RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 1:4 11,2" 11! of _ U2 1112 12 1114 11 _ _ 4 _ V O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 1Y' 2.60 30 U - - - - - - - - - a(a� ■ ■ Q RAINSIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 _ v :-_ RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' 90 30 IN ■ 0 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 IRRIGATION NOTE: ■ 0 RAINSIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 HEADS SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR ■ TO LOCATE ALL HEADS&VALVES ON STREET-SIDE OF WALL. END OF ■ + RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' -90 30 SWALE V-0ITCH ■ O RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 PHASE 11 ■ e RAINSIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30' 120 30 TO BE COMPLETED AT LATER DATE ■ ■ RAINBIRD 1806-SAM-PRS-PA8D-1401 POP-UP-BUBBLER BUBBLER .25 30 ■ PRESSURE REGULATOR NOTE: ■ ■ CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE ■ PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO NOTES: ■ OPERATE EACH VALVE AS NECESSARY. 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE ■ TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE.SEE DETAIL W', SHEET L-28. ■ 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6"POP-UPS.USE RAINSIRD 1806 BODIES. EQUIPMENT 0 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT H WATTS 403-RT-RW LINE-SIZE GATE VALVE WILKENS 500 SERIES 2" PRESSURE REGULATOR Q FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A STRONG BOX ENCLOSURE MODEL#t SBBC-45-AL CALSENSE FM-1.256 11/4"FLOW METER SUPERIOR 3100 SERIES 11/2'NORMALLY OPEN MASTER VALVE •' 4{ WATTS 530 C 3/4'CALIBRATED PRESSURE RELIEF VALVE MODEL i 372273 CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER • # TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT ■ �' '� #? B� CALSENSE ET2000-32-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT CALSENSE ET2000-24-LR-RR1-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ `�. TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT ■ -' - � �D CALSENSE ET2000-24-LR-RR1-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ y, TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL It.SB-24SS/120 VOLT W ■ .-- CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER w IrTP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SS-24SS/120 VOLT 32 / N\ W CALSENSE ET2000-40-LR-RRI-P-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER --' G-3 `� ` TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT 1724 FT. Cl) y 11/2" n G CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ r-,: _ y - Q TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS1120 VOLT W " .. RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN _ ■ r^ 48 G-3 v J O Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 0 15U O.C. ■ , ►�. . BANYAN ST. WW 3�" 2�, APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18'SHOW CL 315,2"AND LARGER ■ 53 g � �. ( J `'4 0 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' ' 52G-4 LL === APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS F- ■ 29 /72 ... 11/4" 1130 SQ. FT, v O OTHERWISE NOTED W ■ 51 _ 1314 SO. FT. 1 1/4" W Z Z ■ _—�-__ - —}.r r - - + & 2. 1112' W _ ■ _ . . . - - • „12 3 _ 1° 3/4. 3/ 3,14° - - �4e 10 w �, 314 m SHEET KEY MAP - 3/4' ■ s so3A 1114 11/4" 1/4` • - 3� "11/4° 3/4` 1" ::914 Y - _ W /4 W ,. 1� 9/4' � .;::, 1 1/4..,_ 3r4^ . �4' •U� 4' 3/4 . 3/4 4 >m 3!4 3/4' j I 11/4" 3/a" 4 4 1• 3(4' 1 1/4 3/ . 4' 4 314" 314' w Z ■, y4:: 1 11a 3/4 ala a WILSON AVE. 34 i lr4 1114' 11/21 1 --- 3 4 -- U ■ 3/4` 1 1r2' 1 lit' 1.4" i U4` 3'4 W W DESCRIPTION OF REVISION — - — -- -. . —_ . . — . . . - - • — - •— • -- . . — . - • —• — • — . . .— . . .— . . .—._ . — . . . , .. . — . _. — . .. —. . . ui DATE APPROVED ■ _- N CITY of RANCHO CUCAMONGA ' W BANYAN ST. _jTRACT 15493 & 15902 ■ ) m RANCHO ETIWANDA L.M . D. ■ SCALE. 1._-30 DAY CREEK BLVD., WILSON AVE., ■ wBANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. WAGE AVE. ' � ®N IRRIGATION PLAN Underground Service Alert Rou,-E 30 N.T.S. APPROVED 3 , ,: PLAN CROSS REFERENCES ��pSCAp- 4 CITY ENGINEER RCE No. 2459 C3 Call: TOLL FREE o �mw� � �`' a a@ nm DESIGN ARCHITERRA DE IGN GROUP REC DED FOR NOTES AND LEGENDS, SEE SHEET L-16 . LML LANDSCAPESITE PLANNING ARCHITECTORE 1 -800 � - DRAWN RANCHO CUCAMONGA,CA 91730 SHEET DETAILS SEE SHEETS L-28 & L-29 10621 CHURCH STREET, SUITE 106 :7 FOR SPECIFICATIONS, SEE SHEET L-45 7-31-04 MLD/JMH/FAC (909)484-2800 FAX: (909)484-2802 L-24- 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-10 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-38 fill �e REVISEDI2/03/03RLA N0. 2834 O4t'� CHECKED DRAWING NO. �F CA DATE 8/28/02 JOB NO. 0104-5 1803-L TWO WORKING DAYS BEFORE YOU DIG RWK SHEET OF • 1 1 3. IT : ya -�' 114 0-0-0 O O ---0 -0--,-�©--�8- -� O__Oaf p Q O-"p e Lam---O i4' O a a. 3/4" 314" 1114' 2112' 114 11J4° Qi /� �> ■ 1° 11Ja' 1112` 2' 1 2' 1 2' 2112' II, ,�- ) 11 11/4° .�, 1114" 1" 1'1 3/4" 34. 1�Oyq��-y-� -� 1'4 7T--� / / a4 IRRIGATION LEGEND 11 4 .-1 i ■ t o • --� • •-s -4'` � / SYM MANUFACTURER MODEL NUh1F3ER DESCRIPTION RADIUS G.P.M. P. W W k- - 1� .■r -� 1 •.::w _ _ w - ww w w �r-, *.� v F € -• :- w w -• wt� U , • . . . . ) . „ ■ _ --V- �,(- y �/ �(_ - }� RAINE�IRD 1812-SAM-PRS-50 POP UP-SPRA HEAD 5 10 30 .vl r ;s- . • as ■' ...r s. H" s, se 'ir 3' '7 ■r -J J L1.1 r'. O • e- ■ _ ,._ - �_.: s■ :... -a - l .. , - - - - - - C - -j w--w--c } . _ ., RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAT HEAD 5' 20 30 _...� 13ar *_■ s 1R • • s a �. • ■ . - �. _ t -, • _�I 11- �1 s �t ■ . • w• . _.- ? i (n O = f> 1 15 4 _ RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 22 8-10 � 3g 8-8 34 B-7 8-14 40 8.15 58 f E I: ,I_ � - RAINBIRD 1812 SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 U 1287 SQ. FT. 11/4" 1024 SQ. FT. 11/2" 1405 SQ. FT. 11/2" 11/2" 4035 SQ. FT. 2" 1500 SQ. FT. � -"'� , W Y ,o*� 11 12 Q w k RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 U_ W - 551 B-9 - _+- _ - 13 - 14 W � 57 B-11 1_ _ �- _ B-6 42 8-5 32 _ 0 • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 O (� 1425 SQ. FT. 11/2" 2905 SQ. FT. 2" WILSON AVE. 1111' 4035 S.Q. FT. 11/2" 1500 SQ. FT. ■ > X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 20 8-12 B-13 36 L11 RAINBIRD 1812-SAM-PRS-BVAN POP-UP-SPRAY HEAD 8' .70 30 Z Q 1597 SQ. FT. 11/4" 11/2" 1549 SQ. FT '1. W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' 40 30 .4 E E JE _._ W _ ---- --I V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 1 3/4° 3/4" 1 (P� �4 ■ ■. • w ■i ■. ■ r , .� s �` r , -- - - RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10 160 30 - °r1; -Tse: y - _ _ _ a Sia _ � H r i 1 . `�-. ... r rt i `tir ;1-7-707-Tr T c� �`ff11 1812-SAIkA-QPS-I OVA"! POP-UP-SPRA`' HEAD 10' .80 30 8.2-SANA.uric, ? 120 =rP-l)P-SP�AV HE AD 10 70 30 `V Y r" _ \` ; �7 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 9 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 O RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 B RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 ■ RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER .25 30 ,t2 NOTES: 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE ? TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. SEE DETAIL'M', SHEET L-28. ■ (V 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6"POP-UPS. USE RAINBIRD 18%BODIES. B-26 ■ J i-� EQUIPMENT 2883 SQ. FT. 2" : j a WATER METER: 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY L j WATER METER A AND B ARE TO BE INSTALLED M❑ -y ' ON THE HIGH PRESSURE ZONE 5. WATER DISTRICT ■!W -�9 WATER METER C,D.E.F, AND G ARE TO BE WATTS 403-RT-RW LINE-SIZE GATE VALVE INSTALLED ON THE LOW PRESSURE ZONE 4. ~ 1114' 11 • 11/4' .�2 "` 1 ■ 34' - WILKENS 500 SERIES 2 PRESSURE REGULATOR - y4• 1• ttla• _ - _ - ■ as a4 __ ^17, !! --.. 4 3'c 1 t t 1-4 1 1'?' ,1 2' c 1 ` ■ P W ? ■ W ia,4 r 4� t _ _ _ �, FEBCO 825-Y-BV-2.00 LL IN A W ` " ����� - � � �' ��-�"a45 2_w PRESSURE REGULATOR NOTE. STRONG BOX ENCLOSURE MODEL#SBBC-45-AL �__ \ - - - - - A/-\ , , 1 va' 1;4" ,` r ;,4 s a Q 2"REDUCE PRESSURE BACKFLOW DEVICE INSTA ■ U va -,.IIF �1( �.1( -� - - - -� - - W - 4 a 4° . :r , ' - CAL.FNSE FM 1.258 a° ■ ■ __ _, _ - s = v - n . '' CONTRACTOR TO ADJUST EACH REMOTE CONTROL VAL VE 1114" ■ \ . r -;.aL__ a � r •s ■_ ■ •� ._ •�-_ t PRS TO ALLOW SUFE ICIE NT AMOUNT OF PRESSURE TO SUPERIOR 3100 SERIES LOW METER ■ ��-. =; '-,� �- 1�a tie-e_<•.., _, _ _ OPERATE EACH VALVE AS NF CE SSARY w� ALVE a` e c _ WATTS 530 C 3/4"CALIBRATED PRESSURE R11,2"NORMALLY OPEN ELIEF VALVE MODEL#372273 - Cn - - _ - --1 - -Y-gY--�V- - __ I s r _ ' t �;r s . s3 s, �i<- s: •. ■i . r- . s c w �. - �� r. s: t �Y ■ ;.� ; ■- - C J IL , i CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER �- ■ ' • ■ . •- s ■ ■ ,■ +d w 4<. ¢ _ - �,_ . ,.- .r +fr +�- • •-:: ■ •- 3. E, i a 4SS 120 VOLT TP 0 INSTALL WITHIN A STRONG BOX METER PEDFSTAI MODEL # SP-24S`1120 W ■ ^ . ■ • • << POINT OF CONNE CTION NOTE 'B': B CALSENSE ET2000 32 LR RRI-TP-1 32 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER L,. 23 8-4 28 8-16 1�VB:-18 31 8-1 45 • • - � TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT W ■ Q --- - - • • a CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY U) ■ 1160 SQ. FT. 11/4" 2275 SQ. FT. 11/4" 11/2" 819 SQ. FT. 2" 2355 SQ. F7 •• . . .t • •• r`"` DOWNSTREAM TO A NEW 2" DOMESTIC WATER MET[ R. REFER TO �C CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER _ ■ ■ Q UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT M 1s "K" COPPER PIPE OR AS PER LOCAL CODE AND INSTALL A 2" c D CALSENSE � ■ Q ,7 1s ■ G ❑ , _,. r ( ) ET2000 24 LR RRI-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 36 B-3 $-2 25 ■ � � .- - PRESSURE REGULATOR. A 2" BACKFLOW PREVENTER, A 11/4" FLOW _ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL C SB-24SS/120 VOLT ■ - • METER. ANDA 11/2" MASTER VALVE AND EXTEND MAINLINE TO LU ■ / 1474 . FT. 11/2 I 11/4 1095 SQ. FT. �- • - - _ VALVES AS SHOWN E CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ J I LS O N AV E . • �• • A I TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT Z Q ■ • g •• STATIC WATER PRESSURE: 142-158 P.S.I. F CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ 33 B-17 B-19 23 ■ r-- • } SYSTEM DESIGN PRESSURE: 80.4 P.S.I. TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT _ ■ 1474 SQ. FT. 11/2" 11/4 1813 SQ. FT. : J ■ ■ ` r + 4 MAXIMUM IRRIGATION DEMAND 59 G.P.M. �G CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER U F' `ilE E VE , r _ , ■ I'- P.O.C. B '1 EL C SB-24SS/120VOLT Y� � � � 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MOD �� - -■ ■ ■ ■ ■ ■� 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ to . ■ ■ ■ ■ ■ ■O■ soon ■ ■I)■ ■ ■ 314 ■ 1V4 j-' a4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �/14� ;�1� 1 = ��a � r RAINBIRD EFBCPPRSB SHOWN `/ W ELECTRIC REMOTE CO AS _ 0-0-0- - _ _..-__�_.� .--_-_._. __m. :\ RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE SIZE �E150' O.C. . .,1 . � _• , _ -_- ��_..=_ - __ � R OTE TYPICAL CONTROLLER N O -�� �^ CONTRACTOR TO INSTALL 7 CALSENSE WALL. MOUNTED CONTROLLERS, ■ (� MODEL NO (4) ET2000-24--LR-RR-TP-I.TP-110, 1) ET2n00.32-L R-RR-TP-I.TP-110 APPROVED SCH. 40 PV„ MA.NLINE. S17F AS SHOWN. MIN. COVER 18"SHOW CL 315.2"ANn LARGER ■ AND L I E i` 1 -- PPROVFD SCH 40 PVC LATERAL LINE, S17F AS SHOWN, MIN. COVFR 12" t (' '000 ��-L R-RFt TF'-1,TP110 , WITH COMMIINIr'A ��7N MODEM !_j 1 NST AILED- CONTf1�rTC)R SHALL PROVIDE ONF (1 ) til AWL F`'S S I E t-L A ` W MOUNTING PEI)E S1 AL (SI RONGBOX MODEL # SB-24-SSi120 VOLT) FOR EACH APPROVED SCH.40 PVC S. SIZE[)2X LARGER THAN PIPE TO BE INSFRTEU. UNLESS SLEEVE }_ ______ _._ . __ _ __ _- _ .. , ■ (f) CONTROLLER. REFER10 ELECTRICAL PLANS FOR 120VOLI POWER SERVICE OTHERWISE NOTED LOCATION FOR HOOK UP OF AUTOMATIC CONTROLLERS- COORDINATION OF FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE ' ` / ■ �_ \ :, "rr - IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE 1 CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA ■ TOIOF�O INSTALLATION, OF PROJECT. CONTRACTOR SHALL COORDINATEIOR SHEET KEY MAP ■ W \- 4 FT ■ � CONTROLLER PROGRAMMING WITH A REPRESENTATIVE O HE CITY AND Y �. w ■ _J � A CALSENSE REPRESENTATIVE. iu I CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT: >z t . I ■ ! CALSENSE, 2075 CORE DEL NOGAL. SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. z Q ■ Q U Y WILSON AVE. W F. DESCRIPTION OF REVISION w A AP ( U DTE PROVED \ i ' _... Q _ - E � CITY of RANCHO CUCAMONGA 1 i W 1 FACT 15493 & 15902 BANYAN ST. -- _ -_-u RANCHO ETIWANDA L. M. D. W DAY CREEK BLVD., WILSON AVE., VINTAGE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. W n 0 /� IRRIGATION PLAN Underground Service Alert r ROUT E 30 °Y� , , SCALE: 1" = 30' PLAN CROSS REFERENCES DSCAP t 5 AF E FiUVE L� r�Y. _ U/11 E_. ? l 0�- Call: TOLL FREE � CPN Krumyy� 49 CITY ENGINEER ' RCE No. 2459 a� s, DESIGN AHCH11 E R, iA LA 'IG ��r iC�uF' ESE C M DE D FOR NOTES AND LEGENDS, SEE SHEET L-16 �, LML LANDSCAPE ARNNIIFCIURI rr!! SIl E. PLANNING NI 1 -800 FOR DETAILS, SEE SHEETS L-28 & L-29 a 10621 CHURCH SIRE FT, SUITE 106 RANCHO CUCAMONGA, CA 91730 FORSPECIFICATIONS, EE HEET L-4 UF�/1WN SE E E I O S S 5 .a MLD/JMH {909)484 2800 FAX: (909)484 2802 L-25 422-4133 -- EE SHEET e FOR CORRESPONDING CONSTRUCTION PLAN, S S L 11 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-39 s� _ � ��� RLA N0. 2832 9 CHI CKE U DF�AWING NO. TWO WORKING DAYS BEFORE YOU DIGr �' F o F Cp��F0 RWK DATE 8/28/02 .TOB N0. 0104-5I 503 -t- I � �y �\ O � N ■ W : IRRIGATION LEGEND _ : SYM.. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. ■ 6 RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 W (NOT IN CONTRACT) o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 < ■ RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 ■ W ■ RAfNBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 30 30 ■ W • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .50 30 • - -_ ■ W 0 RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 I 0 ■ ■ (n RAINBIRD 1812 SAM PRS 8VAN POP-UP-SPRAY HEAD 8' 70 30 ■ ■ U W RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 21 0) 22 C ■ ■ r ■G� � 23 24 2s 2s ■ = V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 80 30 k � -.--- J - � __�.. _._.. - - RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10 160 30 __ _ _._ .. — _.. LU ■ - • - s = s„ •v ■�-.1-- w a R • •_ •_.• z W RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' 80 30 _E_ 8-25 41 WILSON AVE. '; -C ■ 11/2° 1685$Q. FT ■ RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 °_ � ■ 32 B-20 B-24 19 ■ X � RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 -- — -- 1368 SQ. FT. 1112" 2„ 1840 SQ. FT W ' ■ z O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 Wa - -o- c� - - - - - - - - - - - ID- - - - - - - - - - - _ _ ur _ - - - - - - - ■ J RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 j ��... .. , . - , a 3 -_- 1� -- -_m_ Q - 3/4• �" + RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15 .90 30 �"_ C) R4tnlr�Pr1 1812-SAM-PRS-15H POP-UP-SPPAY HE 1. 30 A D 15' 90 LU elx Q @ a° ^^' ") 1812-SAM Pati-15F POP-UP-SPPA.Y HF AD 15' 3.70 30 Y; -U ■ s i RAINBIRD 1812-SAM-PFIS-15VAN POP-UP-SPRAY HEAD 15' 90 30 I' - --- ., y.. >- - l ---_ -.-- __. ___-- -- - - � � I � RAINBIRD 1812 SAM-PRS 15EST P ' �� ■ — ----- ( — O PO UP SPRAY HEAD 4'x15' 60 30 i % F- ■ , B RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 ` err, _ � ' _ ■ - _ _` • RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER .25 30 NOTES: WATER METER: [, 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE WATER METER A AND B ARE TO BE INSTALLED TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE, SEE DETAIL'M', SHEET L-28. ` ON THE HIGH PRESSURE ZONE 5 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6"POP-UPS. USE RAINBIRD 1806 BODIES. WATER METER C D E F AND G ARE TO BE i E I ' INSTALLED ON THE LOW PRESSURE ZONE 4. EQUIPMENT i � 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT POINT OF CONNECTION NOTE 'C': WATTS 403-RT-RW LINE-SIZE GATE VALVE CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY WILKENS 500 SERIES 2" PRESSURE REGULATOR DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXT END NEW TYPE FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A K" COPPER PIPE OR AS PER LOCAL CODE) AND INSTALL A 2" STRONG BOX ENCLOSURE MODEL#SBBC-45-AL ■ BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" MASTER ■ VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. CALSENSE FM-1.258 11/4"FLOW METER (NOT IN CONTRACT) STATIC WATER PRESSURE: 60-67 P.S.I. I* SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE ■ SYSTEM DESIGN PRESSURE? 45 P.S.I. WATTS 530 C 314"CALIBRATED PRESSURE RELIEF VALVE MODEL# 7 7 F— 3 22 3 W MAXIMUM IRRIGATION DEMAND: 48 G.P.M. A- CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ' _-- TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ■ Lj CALSENSE ET2000-32-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT ■ 0. - . • • C CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 2s • F-- 3a+oo • 31 • ♦ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT +4 .. ra 1.11/2 1"� ;q 32 . 33 �• - a _ ♦ D CALSENSE ET2000 24 LR RRI TP 1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN T A HNA F 4T S �;: � � s � ■ e ♦ � s e � • ... t- � �f.,, �.� s - w . •_ a . � � i s e- .♦ � •- �� ♦� f • -- - :a ,#.. : _ '�"�'"■"')=�"'_`�' � : : t '■` -� --�_-�� .,_ _._,. ..__ _._ � TP 110 LL STRONG X METER P ) 4 S 1 ■ ■_ + s sy s� ■- r ., s i, f ■;- r-- .` - ► ,�_ k - 3 • . -7 20 VOLT ■ s- • - BO ME E EC E Al MODEL # SB Ll1 CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER2 i ■�_� - s- t -� E W ■ - ! - - v� • i ,� � i / �� TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL # SB-24SS!120 VOLT I >> • L� F CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR ELECTRIC ' • • TP-110 INSTALL WITHIN ASTRONG LB XO METER PEDESTAL MODEL#. SB-24SS/120 VOLT 8-21 • .. 47 W I L c X • SON AVE a-23 B- 2 � � LL. 2 3 25 ♦ G CALSENSE ET2000 24 LR RR1 TP 1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ 6 SL E L VE J -� • r^ � OLLE 2 190 SQ FT „ •• • v! TP-110 INSTAL WITHIN A T 11/2 OL N STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT t 802 . FT. 11/4 1 • W SQ 090 SQ FT � 1716 TC •• - - • oc �c� z 0 -� r i .r r r r r r -r r t r _ _ .. - - - ,�- - - - O _ - AINBIR EFB CP PRS B N 3 _ _ _ _ _ - - ELECTRIC REMOTE CONTROL VALVE SIZE AS SHOW - - - - - - - �- - - - ♦ P' Z O RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE 0 150' O.C. m—m—lD -8—�- . .___ _ y . �� r I vIf m �' �j -�--m-- 2' _ = r._ : !� �,....- _.,_ I�1= Ir � r� [L}-- ��� ' C M � -♦ W - - - APPROVED � _ ■ g __ . ,_ .. ,- _r �" , --�h[j µQ]._ ���- �- - . LJ tf ED SCH. 40 PVC MAINLINE, SIZE A.. SHOWN.MIN.COVER 18" SHOW CL 315,2"AND LARGER R� �{ m rt i OT ,A <'.;`re , s s . , _ J9 .yl+ _ _��--Z.r ►dI R1£ E ,s APDCt/l _• • W VED SCH 40 PVC LATERAL LINE S17P AS S�!OWN' MIN COVER 12' I-- - ` ti- r c c r Q i A�G;r,^�F, ';CH, 40 PVC i SLFF,F . S17F 2X LAR R THAN ply Tv BF INSFPTFD, UNI FSS 1 00, MATCH LINE Y SEE SHEET L-27 SHEET KEY MAP J Z m Q ` WILSON AVE. Y 'L :- DESCRIPTION OF REVISION L, DATE APP�OVEn PRESSURE REGULATOR NOTE: � - -�— Q SCALE . , - 3°' Q r � CITY of RANCHO CUCAMONGA r. CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE Q PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO -- CC OPERATEEACH VALVE AS NECESSARY, D T HAC1 15493 & 15902 BANYAN ST. m RANCHO ETIWANDA L. M . D. — - - art DAY CREEK BLVD., WILSON AVE., TYPICAL CONTROLLER NOTE : w CONTRACTOR TO INSTALL (7) CALSENSE WALL MOUNTED CONTROLLERS,„ BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. MODEL NO. (4) ET2000-24—LR-RR-TP-I,TP-110, (1) ET2000-32-LR-RF1-TP-1,TP-110 = VINTAGE AVE. AND (2) E72000-40-LR-RR-TP-I,TP110 , WITH COMMUNICATION MODEM O IRRIGATION INSTALLED. CONTRACTOR SHALL PROVIDE ONE.., (1) STAINLESS STEEL O /� PLAN Underground Service Alert MOUNTING PEDESTAL (STRONGBOX MODEL #. SB-24-SS/120 VOLT) FOR EACH w CONTROLLER. REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE RO E30 APP[OVE U BY- U�1 E : 07-- LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF N f FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE PLAN CROSS REFERENCES SCAP ' Call: TOLL FREE IRRIGATION CONTRACTOR FINAL. LOCATION AND EXACT POSITION OF THE �pN� F CITY ENGINEER RCE No. 2459 CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA KrUmw 9 0 Z �, AF3C:rsf 1 E RHA DL SI��N t ]_,1,jF a DESIGN PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR � a Q s LANDSCAPE ARCH11 LCI URE FSE C DEU TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE FOR NOTES AND LEGENDS, SEE SHEET L-16 �? � LML P S v � m SITE PLANNING CONTROLLER PROGRAMMING WITH A REPF'E ENTATIVE OF THE CITY AND w 10621 CHURCH STREET SUIT 1 1 sao _ .. F R DETAIL EE HFETS L-2 L 2 Eos V A CALSENSE REPRESENTATIVE S, S S 8 & 9 J -' C)HAWN RANCHO CUCAMONGA,CA 91730 Cc;[ II E C - 422-4133 CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT FOR SPECIFICATIONS, SEE SHEET L-45 a MLD/JMH (909) 484-2800 FAX: (909)484-2802 L_26 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-12 - CALSENSE, 2075 CORE DEL NODAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-40 s�4 - �°� �� RLA N0. 2832 CH[ CKE U DRAWING NU. TWO WORKING DAYS BEFORE YOU DIG rF O F C p��FoQ RWK DATE 8/28/02 .)OB N0. 0104-53- L g SE iE L i - OF w IRRIGATION LEGEND > SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. b_ RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 1 ° Q o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 20 30 �' I ■ RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30 z F- W RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 a. 1, 11�a• Q = 6- RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' 30 30 • RAINBIRD 1812-SAM-PRS-8H POP UP -- - 8 SPRAY HEAD .50 30 3;4 ? 11/4`1• /�.�.. -: ;'�A-- 114" E)- O _ 7�_: 4- va• 1112•- �;a r ! - X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 a1 __41 s s _ / 2� �... d � ' RAINBIRD 1812 SAMPRS 8VAN POP-UP-SPRAY HEAD 8 70 30 O O OLL4W W RAINBIRD 1812-SAM-PRS-100 POPUPSPAY HA10' 40 30/ _ � ,1114 314 gam a ,, r..'.. - „ .' �' "_•... ^..(LL� �..fir r�:•A,YjX.1 ,>.s..,,,.tt..J..(,'r 5-.. -s`-_i-'.d.r'i_-,°'1."{.'i•.:.3S.'...:: ---...�r-^^.'-..-�.�...-iF i[►...- f'...:.._:z,-.-�.' �-� -,-1I.. .-- �'. . `, - f,.i-,,X.,.-..1-s'w�e3�d,��-ti� -. �-_ '..���'-�..". i i .�- s s s�-Qc:-s'�iS;ax:s r.. i-_�zi...z!d, eR-T [`P r�-..Z.lr__s.i s ce���," .. --.�'-?_._... Y�.- -Y. f � � l'.y+'.V^a`_-`• '�r;te. __. .. - - , �i _I_t�Y-¢!(-!tR\v!/¢,si-•_�- __i-R-_!�._l_...t�-!!1'�•R4. !a. *Q.I!i _Ti-� r x 4-^:"^�:--i-`pylY 'PO r i rs r�a•-. .~<�l-r-i---��e..°/ r V RAINBIRD 1812-SAM-PPS-101-1 POP_UP_ SPRAY HEAD 10' .80 30 RAINBIRD -SAM-PRS-10F POP -UP-SPRAY HEAD 10' 160 302oA 7� '' - - ' ' - 1I ! LL i _l , • _ O '. .e Q - N - - SPRAY HEAD 10' 80 30 L r r RAINBIRD 1812 SAM PRS 10VA POP UP i a c * 1 L F t V F t Cres c1=cic� - _• •-• -�^ r .• r' • �!• RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 10' .70 30 _._ _ + -- - _ - _. _ 24 25 6 W z 23 9 z �7 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 W ' C-11 39 C-1�' 15 C-8 z2 - �� _ _-t-- -- -2 C-14 44 C-7 32 C-16 , _I 722 SQ. FT. 11/4" 1670 SQ, FT. 11/2" - 1140 SQ. FT. 1" - 16£6 SQ. FT. 11/4" 1595 SQ. FT. 11/2" 880 SQ. FT. 1112" ■ _ RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 20400 - -----+ g�U EG RASS AVE• - Y • (,� RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 49 C-10 46 C-9 41 C-15 ■ Q RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 �k - . . . 1441 SQ. F1. 11/7" - s . _ .� � .-._ .....�. � .�_,._._.�v �, e,., ._��_�, �. ,.. _._...�_� � � ..-_�._.,..,. � ,.�---�.,..� . .��-,�gs,.�..� .: ,���� � 2445 SQ. FT. 2 2125 SQ. FT. 2 .� _-- + RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 RAINBIRD 8 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 20 C-13 �: - ` 48 C-6 * RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' _90 30 *-'w'' 6 5 SQ. FT. 11/4" 2030 SQ. F1. 2" Irk RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 30 8 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30' 1.20 30 PRESSURE REGULATOR NOTE: w ■ RAINBIRD 1806-SAM-PRS-PA80-1401 POP-UP-BUBBLER BUBBLER .25 30 CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE /� PRS TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE AS NECESSARY. 0 NOTES: Z 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUI RED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE O TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE SEE DETAIL 'M', SHE F T L-28. ^ 2. ALL HEADS LOCATED IN TURF AREAS TO BE INSTALLED ON 6° POP-UPS, USE RAINBIRD 1806 BODIES. ■ z fzQUIPMENT 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY ■ w / ' a WATER DISTRICT _.J 11/4' W H WATTS 403-RT-RW LINE-SIZE GATE VALVE W _.,.� / 1 va• 1 n = Q _ I <. _ = Q +114• �jJ WILKENS 500 SERIES 2" PRESSURE REGULATOR �` c' �` a • 1" - •_e l , : FEBCO 825-Y-BV-2.00 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A i /r Iva° Iia 1ra� r,> �a Via• �4�, - T1 1•. _4n STRONG BOX ENCLOSURE MODEL#SBBC-45-AL �J _ _ 1" - � 11 - �3! 314 ..x. ;�-�:_ �!z,,,., p - - r - - -$1 r a. CAL SENSE -1 +t 7 r y t 4 a # « - FM .25B 11:4 FL01ti >�ETER _ - - a° . r r J� . .. - _, ., ;. �. ,. - _ � �. • �, s ` _ _ _ _ _ _ _ _ __ _ -_ . � �� .,�f n.T - - cx;-' ,. . �, ;t_,�.--�L _SI . �•s ,�.- ?. __. ._.. __ _. -- � - - -.,. �. cr •-•- - - - - - -s�' ��. _ ��/ : Y__..x �/ # ._�__.11t_ s _,■ -_R ._s�lk. stt ! � ,� �._._.lR �1 ac-\/ �/.` lbs+# . -'¢ ® SUPERIOR 3100 SERIES 11'2"NORMALLY OPEN MASTER VAt VE t _�� � .' .. � �,•`s ti � J y l:.ae f • t E !S- �-� .. i . i E ! 1. � i ! ! .Y .... '! ii i . .i T l�•E. __. - F-- Lij _,. ... . , e �` r +rte s--s � zt x; W •-€' �� + _. . z ` WATTS 530 C 3/4"CALIBRATED ED PRESSURE REL IFF VALVE 0 # 7 7 g . ..,: .-., . . . ., e P E EM MODEL 3 22 3 CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER �;,1 TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT Q 12 C-5 17 C-17 36 C-3 30-j00 31 29 C-19 3 33 ■ - CALSENSE ET2000-32-LR-RRI-TP-1 32-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 2e _ N TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT Q 347 SQ. FT.- 1" - I - 312 SQ. FT -� 1" 1348 SQ, FT. 11/2" - - ---�- - - -�----- - F- 1050 SQ. .- 1114 - - -� - - �� C CALSENSE 24-STATION INTERIOR■ ■ � ET2000-24-LR-RRI-TP-1 ON NTE OR WALL MOUNTED ELECTRIC CONTROLLER W TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS/120 VOLT W . � BLUEGRASS AVE. D CALSENSE Z ■ 33 G-4 35 C-2 Z � ET2000-24-LR-RR1-TP-1 24 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT J 1370 SQ. FT. 1112 _1605SQ, FT. 1112 - J E ■ ■ � CALSENSE ET2000-40 LR RR1 TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TP 110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS:120 VOLT ■ a:�...-.,-.�->- _ s mer- .. a=. .. .. _. <_. ., cr- �..,. _,. ..,.,_. ...._ ,n 4w- • U CALSENSE ET2000-40-LR-RRI-TP-1 40-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER .��--�.-�� .� 4 ,� .P-, -.-.�..� . .�-�-A,-.r=. 32 C-18 � .,__. � . .. _�.. .. . _ 31 ._, .r� __._� .- �.-.,; _,..._ ■ _ F'- ■ --C-20._ . .,_..,,. .� -�- -a TP 110 INSTALWITHIN A T I L STRONG BOX METER PEDESTAL MODEL#. SB 24SS 120 VOLT Q ■ 1370 SQ. FT. 1112 s 1605 SQ. F1. 1112 CALSENSE ET2000-24-LR-RRI-TP-1 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER ■ ■ TP-110 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL #. SB-24SS'120 VOLT ■ w ■ RAINBIRD EFB-CP-PRS-B i ^ ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN L..J Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. m - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN.MIN, COVER 18"SHOW CL 315.2"AND LARGER w w APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN,MIN. COVER 12' === APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS Q OTHERWISE NOTED VJ c� SHEET KEY MAP ■ N I Y F- ■ ■ Ji W' w W Z L �Z , - - - - y/ �4 ya,...�.la lR 2 .... _iJ 2. -. .._. .�/ u:Y :+. �xY g?.'. �, i'dp -� -. (�11�� - - _ 314 y JI V ,1 SON r Q WILSON AVE _ ' ! k U , t'.' Y It 71ECO - _ - .� , ; . - -- . Q --� N OF REVISION DATE V J - PROVE[ W �- JL CITY of RANCHO CUCAMONGA 6 cn x c-21 16 ■ >- - TRACT 15493 & 15902 N ■ �- -�- 1" i 30 SQ. FT._m u J .-.-- _ _ __ _ _ BANYAN ST - �m 1 RANCHO ETIWANDA L. M . D. . z � - BLUEGRASS AVE . . - w W C-1 31 = >v F DAY CREEK BLVD., WILSON AVE., Z - 1112 10$6 S0. F7 U VINTAGE_ AVE PLAN BANYAN ST VINTAGE AVE A BI I]EG-RASS AVEQ R /� IRRIGATION Underground Service Alert $, ®� .. tR r.. _ `� �J ROUTE 30 ��F�F�uvE a �Y [)All Q NTS. f OCa - • : ' � PLAN CROSS REFERENCES ���DSCgpF 4 CITY ENGINES RCE No. 2459 • Call: TOLL FREE I �o .�`"'"w� 9� a � AF;t.r1n E F1F1a L�[ :�Ic;ry UF3ouP REC M E EU DESIGN r' LML LANDSCAPE ARCHITECT URF 1 -SOO FOR NOTES AND LEGENDS, SEE SHEET L-16 �, n S11 PLANNING 4. 10621 CHURCH STRF F 1, SUITE 106 n11 FOR DETAILS, SEE SHEETS L-28 & L-29 Cr UHAV\/N RANCHO CUCAMONGA,CA 91730 L- 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45 7 - * MLD/JMH (909)484-2800 FAX: (909) 484-2802 2 G FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-13s� __V#/h!_ TWO WORKING DAYS BEFORE YOU DIG SCALE: 1" = 30' FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-41 qr F F o�' CHECK U RLA NO. 2832 UHAWING NO. O F C ALS RWK DATE 8/28/02 LOB NO. 0104-5 SHE L 1 50_ UE „a1 BRASS WYE STRAINER zSTRONG BOX SSBC-45-AL MONEI�S�CRFEN ENCLOSURE z --POUND PLASTIC VALVE BOX& BACKFLOW PREVENTER m COVER FTCHEC'IRRIGATIUN GATE" ASSEMBLY 0 Z 0 TO SPRiNKL FR 11NG1 F PIPE TO ICARS0IJOR FDUALi NIPPLE -TYPICAL STRONGBOX fINo (4)PLACES SPL GIP IEODEP1HwnTH4s"Eus S8[ _N)v rSCH 40 PVC MALE ADAPTOR INISH GRADE I I WHITE SCH 90 PVC UNION 'SNAP-TTTE'WATFRPROOF NIPPLE BE LIE BRASS OR PVC NIPPLE CONNE CT ORS OR EQUAL HI-POP SPERM HEAD BODY SET TO ELFCIRICCONIROt VALVE 114"ABOVE RNISH GRADE - ) - WD1E _ I U) PLASTIC VAI VE BOX MULCH 6°THICK X 12'WIDE EPDXY FILL ED WATERPROOF o MARK[[.'IRRIGATION ROW s�:r,<<t-; 'i K•v� " N. _ CONCRETE PAD LENGTH VARIFS T I ! UNION-�- ( REFI CONN[CTCIFt OH EC?LIAL m rCAft- )N ISR EQUAL 1 - - F!MISH GRADE BALI$A '', Y�, y�IL ,RWITH --7� _ PER SITE 1iANUFACTURE Rl HANDL c fT BLACK Q AN':v4 VE E j(4 N PRESSURE REGULATOR I m 1 SLOPE TO DRAIN AT MINIMUM 2°o PIGTAIL EXPANSION i( t SEE LEGEND FOR MODEL I IRRIGATION CONTROLI FFt LOO{'!MIN 24 LONG) z s'WN RE SIL IF NT WEDGE GATE VAL VE-EPDXY I NO AND BRAND FINISH GRADE FIMsIT RAnE I i FINISH )13 t COATED.2'OR LARGER WIT 2'OPERATING T 12°I 1 1 1 -ilk �IE �I ilf: tlr. GRADE �Y ' PVC SL FIVE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL - ?v X.14 e'coW RETE I VALVE • EOUALI WI i) P AGF ATJ1;W FIN I MOSTURE REQUIRED FOR tk EI) WIRE CONNECTORS ,n)E WA:K • r • I. LOCKIN. L n T � I � I) Euo INC,1"a. AMI IFr..1J f• •.• . • PIPE THROl1GH -VALVE aB) E I �• •• = j ANI ABrnF �� RF 4REA, {' SFN : •� 1 CONCRETE PAD PLAN BFI` '� " w ';E ♦ • �t , ,•. $ TOP'ODRAI a .,. _ I!- i \ •• I ) - -_ _ :11 )'IRE D r + '-(;'Ai[ E xPaN•a m I k ill m j z_ ROM WATER 50UR1 NIPPLF-TYPICAL PIG TAIL EXPANSION tM, %a• 1N CONRd M w Rt coh ,) v h 3 f r � LAC S LOOP ( RJ 24 LON I _ ... h: .; 'S(.t .10 ver rr,?NI II:: A MALE , / !a BRASS WlN Nr 1 (2)P E M r " W}IiTE. 2 t- J OD 90%COMP [TIO I'__ SCH 40 PVC " (COMi'40N; 5 N'!E 120 roti WIRE In RI nIs[Ef F " '!J ` REQUIRE D ADAPTOR +': >EG SWI (� xx _ .. fX)N[IUIt IPIH NA '-OI iC -. . � L•=Ffi `:. 4 r. - +• •♦ 1 JF 14 ) Ntic _ �..- - N4 WASHED Tf)POVdf L CII I! ')I 'AFiINF' • ... _ _ - J�� •:"` GRUS"I 4GGRE GATE 11 .� WIRES o TO METER- T _ FLOW ,. e 2 REn � � �o ( J = i -LINE TO SYSTEMS MASTER CONTROL HEA1•V DUTY WEATHER RESISTANT F = '` tI RACK VE 4'AL VE _ s EK'PVC MPP!E PHOTO[I f C HI(:SWI!CH I OR SEC ' ' •' 1 s E o -GRA CON R,) om1 IIGIt!rpNI RLL AS R[OOIHCI'�,+ ,`. y CJ' AN A'''fN,• "` ..I b ,.rxv RE_ CONCRETE THRUST BLOCK ELBOW �. r� PER CCWD STANDARDS TYPICAL(4)PLACES r/ D �0� MF1EIt - NOT[ MARI Fx9�S1 RE F) . S4HE�FtI Fl Fc1R1. MEz srf DIAMETER COM HACTOP TO IN`;TALL C,ALSFNSF C WROLLFaMDDEI N� 1 A ' -. RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY ,RAVEL SAME SIZE AS SCOT Cl LOK EF'OXv FILLED LATERAL RIVNG MARL Exso'sTREFTEu PLR PL ANS !} *� ( WATER DISTRICT STANDARDS. CONTRACTOR SHALI VERIFY WITH FLOwMETEFt CONNECTOR(,FOR ALL FLOW RfFEiiTOCOh`TROLIFR111CTAllAT10 ,.1IF 'I - -' 1 -I� - -- - 1 I It ,Ij j j CCWD PRIOR TO CONSi RUCTION. DIAMETER SAMF SI7F SIZE- f, SENSOR WIRE CONNECT IONS HRast,NI"c,l F- NON PFtFssuRF tATFRAt t INE 'rT N')ARI A(;FLOW MF T[It SI7F INSTALL SCOTCH LOKS TYPICAL(2)PtACES - J IMME0IATLFYAF1EH SC.H40PVt Sxsx1TFF NOTES: IWAALLING FLOW SENSOR. PRESSURF SUPPLY LINE ANTI-DRAIN VALVE AS WOUIRFD FlNISH ' 3/a'WASHED CRUSHED 1. INSTALL PER LOCAL CODES. NOTES GRADF 8 GROUND ROD AGGREGATE.BASE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY 1 INSTALL CONTROL VAL VES A MINI W OF 12 FROM STRUCTURE OR HARCISCAPING NOTE. a• ' " ` " STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE DOWNSTHEAM OF 21NSTAlI VALVE,'INPiANTBLYhHtt;f VFRPOSSIRLFNEXITOSIDFWAIICS i LOGITF HFAD?'TO WFROMWALKS.CURBS,HARDSCAPING.MOWSTRIPS „ , �� UNINTE10401 LD PIPE (SX DIAMF I EH 3 PLA F VALVE BOX AT RIGW ANGLE-,TO SIRU('URf OR HAR ISrAPING AND EDGES OF LAWN !'1I 120VOLTWIREIN RIGID 3. WHEN UNIT FS NEXT 10 A STRUCTURE TLE.WALL,BUILDING,ETC.) 4 PLATE AG(REGAII PREOPTC !NS141,AT1ON OF VALVE BOX 2. USE TU LON TAPE ON ALL MALF THREADS TOIN&Tk-la JON(Df,VALVEBOX. MOUNT TEST COCKS ON OPEN OR NON STRUCTURE SIDE. OF AP41h IAS`)( IDEFIIHrAi!OnTAGY/THAP'ROPRIAIF•X7NTROIiFRANC 3INSIALIHEADS WITH INTERNAL CHICK VAIVfAND PRF8SURfCOMr'FNSATING 24M L=` f e, At'V A MIN10F72'FT1t0 RUCiURE S OR HARDSCAPING MINIMUM DISTANCE t1F'^TRFAM OF A `N' ""`` FEAT URE as PER THE IRRa;ATlun P_AN i 4. ORIENT UNIT PARALLEL TO STREF i. 4 HE A I'OHNE^I IOF;a' 3C,,,'N,t INT E'ONLY X181 F NE X '0 SIFT WAI KS 5. SCREEN UNIT WITH SHRUBS WHE NEVER POSSIBLE. uNINTEItHUI'7 F I'PIPE 11,0 i IIAMFTER 40"', 'S1ROC'URE S OF,t,ARDSCANW, 6 DIALFTIC FITTINGS ARE REOLIIRF I'FOR CONN[GTIONS OF t ATION OF`JALJE BOX DISIMIAR METALS. '.i f:)N TAG WITH APPROPRIATE CONTROLI FR AND 7 VALVE PER STD.518 REOUIREtx'BEFORE BACKFLOW PRFVFNTER .AL If NI!ME+F rt WHEN MAINLINE IS 3'OR LARGE R LINE SIZE GATE VALVE v BACKFLOW PREVENTER L MASTER VAL_ VE REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEAD _. SCALE: N.1 S. 517 . SCA[ F N T.S. #524 � SCAI E N.l .S 0 516 ';(,A[ E: N.I .S 4 518 SCATS : N.I.S. 4 539 STAND ALONE CONTROLLER WITH ANTENNA 24' STRONG BOX 2MODE20 0 PLASTIC VALVE BOX 8 COVER: STRUCTURE OR ETCHED"OC"(CARSON OR EQUAL) HARDSCAPING uPTuFINISH RcxwsFTTo FINISH GRADE AT GRADE IN LAWN AREAS HRUB 6"MIN. ,r_",4r11PkB.,,, FINISH GRADE LR-DOME ANTENNA PORT 3"GROVE GRADE N REAS rTNlsE1 GRADE EPDXY FILLED LOCATED - - OUTSIDE OF BOX. NOTE AS REQUIRED AND GROUNDCOVE R ARE AS-I - INSTALL 18' MAX INST ALI ATION'LOCATION COAXIAL CABLE ENT OS.1RF TO BF GROUNDED PER PER CITY AND CALSENSE t LocAL nuDE GRouN ROD 10 BE "MI 1 �, f ♦ REPRESENTATIVE IN 1A,.F INS 11 IF RE ON FINISH GRADE _ � o.,n,P: T , CALSENSE CONTROLI FR, MODEL NO,PER PLANS11 J j' / •'►:►,'•:.•' / N TF�I �� FnrTSH 33 DNP QUICK I I� INSTALL CALSENSE - - INSTALL CONDULETTE W/ '\ �r' 1L s ' ' 3-6* ! COUPLING VALVE _ 3 6'x x s'CroNCRETE ': : TP 110 L DEEP WP°J'BOX " . 1 2. FOOIING IINS!Al L AMININ.x,1 ' ' �I ` / WITH PURPLE .. },'�� •. ♦� OF 3'ABOVE GP V4 AN S OPS -- /` d /X f mRURBFR CAP _z u• OP TO DRAIN Mlhll '!!:$ 120 VOLT DUPLEX CALSENSE HARNESS OUTLFT(GFI) ' STAINLESS STEEL NON PRESSURE ,.� ' SCREW CLAMP COMow)N WIRE�CONTE I MRFS IN LATERAL LINE /,/ r SCN 80 WC NIPPLE _ _ \. SC'N 40 P'V'C CX)NDUi" MINIMUM(3)PLACES IMININUN Y LONGI RESET - - 'J' i / _Z 3+4"WASHED - 12010[7 WIF -N Hlr scN s0 MPPLE s LONG CALSENSE TP-1 CONDOR 'T F+I o a +,DE G sWE f f 'a l f` CRUSHED 1-00)Wf R SID[OE r'ARNf' (TVP / - ► ► TRANSIENT PROTECTION BOARD - � AGGREGATE BASE `.SCH ao Fvc . . 'XT90 ELL CLEAN BACKFILL- • ' 90 COMPACTION .�.•.� .�.•.�, - --- PRESSURE SUPPLY LINE •• �• ► 1 MA2 FX 90`STFiCFT ELL 10--j- 16' .•.• . • • - • -•' ' SCH 40 BRASS NIPPLE ` TIL O HEAVY DUTY WEATHER RESISTANT ER-DOMF ANTENNA PORT FPDXY PHOTO R a Hlc SWITCH EOR Sf r,0W1� Fu 1 FO I oral ED OLTSL1 OF BOX SCH 40 BRASS NIPPLE LIGT H CONI ROL AS REOUIRE i)PEH PLANS _ INSI AL ATION�LOCAI K)N PER 24"LONG ENCLOSURE MOUNT SEI EIFCTHICAI NANStORAOTAIONAL �,� , n CITY AN!.C'.ALSFNSf RFP M9'! Ell INFORNJ,I ION `� , ,, r EtEr.tRICMFTFF{PT-R SCE CONTROL WIRES MIN 2'OF CLEAN EARTH - Ix iC SSURE F.RAI PT11NG NOTES: CALSFNSFCONTROLLFRMODEI No 1. INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL PER PLANS REFER Io CONTROH R M'1µPRF SSl1RI T ATF RAT I INC CODES. LOCATION TO BE APPROVED IN FIELD BY THE CiTY INSPECTOR Ns1AI ANON 5 ANDnaos , PRIOR TO CONSTRUCTION SE(XJRITY UGTH TIMER REouIRFT) NOTES: 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN PER PLANS SEI FU C1 HICAI , ' SCH 80 PVC 90° SCH 40 BRASS 90" ELL SEQUENCE OF REMOTE CONTROL VALVES, PIANSFORADF"OW,. INFORMATION •-; 1 BELOW PAVED AREAS A MINIMUM OF 6'LAYER OF CLEAN EARTH SHALL BE STREET ELL FINISH NI 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH -. RADF 8 GROUND ROD INSi Al L FD ABOVE AND BE LOW PIPING PRESSURE SUPPLY SCH 40 BRASS 90' LOCATF HF#D 2'7 O s'FROM WAt KS,CURBS,HARDSCADING MOW STRIPS. BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE �a-'. „ , LINE FIT 1 TNG STREET ELI. AND F DG S 'I IAWN WIRE AT THE ENCLOSURE 2"SCH 4000NDUrTFOR I E"" z° 120VOITWIRF FN RIGID 2 PROVIDE MINIMUM COVER OF 24'ON PRESSURE SUPPLY LINES 3'AND LARGER. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. SECURITY LIG1H WIRING STI FI CONDUIT rPLH ST F FLECTEUCAW[ANs _ ocAl CODE PRESSURE SUPPLY UNE #4 RESAR STAKE 2.usf '.ON7APE ON At I MAI THWADs. �� 3. WHEN USING RECLAIMFD WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION 5. NO SPLICES SHALI BE MADE.BETWEEN CONTROLLER AND REMOTE I-oRAnrXtu>Nn,INFORMrnon .. (24"LONG) 9.1 S.A,, HE ADS WITHINTERNaf cHFCKvALVF AND PRFssvRF CONTROL VALVES. BETWEEN POiABLF AND RECLAIMED PRESSURE. LINES. WHERE LINES CROSS. »a!F NSaT!NTa FE Al IRE as PE'1 THF IRR!r>anoN PI AN 6. LR DOME ANTENNA PORT TO BE CONNECTED TO DIGITAL RADIO ._ �' --- - PROVIDE PVC Sl F E VE FOR POTABLE LINE MINIMUM 5 EACH SIDE OF RECLAIMED AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER ;T WAi E R LINE NOTE: 4 HE AI)CONN[C1 ION AT BOTI OM INl FT ONL Y. SYSTEM PRIOR TO ACCEPTANCE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VANE BOX. 7. ALL Et FCTRICAL DEVICES SHALI BE GROUNDED PER LOCAL CODE. - PVC CONDI FOR CONTROL 4 BUNDL F WIRFS WITH TAPE EVERY 10'. VALVE WIRING 11 HIGH POP UP TURF HEAD CONTROLLER ASSEMBLY CONTROLLER TRENCHING DETAIL 6 G � � � QUICK COUPLER VALVE SCALE: N.I .S. 1 532 SCA[ E N 1.5. ��37 X524 �� SCA[ E N.I .S.N1S ��22_ SCALE: N.i .S. r � SCALE : N.I .S.N1 #53� PROJECT: RANCHO ETIWANDA LMD BY: FAC STATIC PRESSURE HIGH: 141 LOW: 127 N0 SC A pE "SNAP-TiM WATERPROOF 1800 PCS SCREEN PERFORMANCE P SOURCE OF INFORMATION: CARLOS �, CONNECTOR OR EQUAL FOR aTANDARD_&SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS SUPPLIER: CUCAMONGA COUNTY �,� V4 umw'�a �q� NON FLOW SENSOR CONNEC- TIONS. c S - - - -- -- MODEL Pc s-010 PCS-020 F'CS 03o PCS-040 PCS-06o PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 PHONE NUMBER: (909) 987-2591 Z � GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 VALVE STATION/GPM: STATION: A-7 GPM: 15 WIRE SERVICE LOOP(LOOP COLOR PURPLE BROWN SILVER ORANGE BLACK WHILE GRFFN YELLOW BLUE RED v w � ENOUGH WIRE TO EXTEND WIRE 8F 1 3' 5' 8'4 CLEAN BACKFILL SEE SPECS BUNDLE 6"ABOVE GRADE) 8H 2' 4' 1, 7' 8'# ITEM__ P.S.I. LOSS: _ FOR MATERIAL 90% COMPACTION HARDSCAPING(SEE NOTE#4) SPLICE BOX COVER WITH 8T 3' 5' 5' 9'# J v4 C( REQUIRED LOCKING TOP ETCHED"S.13" 80 2 5 7 7' WATER METER SIZE: 2" @ 15 GPM 0.00 s � �� Q 1OF - 8' 5' 8' 10' PRESSURE REGULATOR: 2" @ 15 GPM 2.00 10H 2' 6' 2' 10' 11'# 11'# " q Q` .. BACKFLOW W EVI r o . C O DEVICE: 2 � 15 GPM 11. 00 • • m 10T 2' 6' 7' 104 FLOW SENSOR: 11/4" @ 15 GPM 0.40 \0 F C ILII f/f'/ 'j;;`;�,/ AI GRADE IN AREAS l 100 2' 5' s' 7' MASTER VALVE: 11/2" 15 GPM 0.00 P,ANI ARE A � 12F - 10'# 5' 7' 8' 12'# 12TQ 2' 3' S' 7' 10' 70' GATE VALVE(S): 2 3" @ 15 GPM 1.00 z __ „ 12TT - - 2' 3' 5 s' 11 124 MAINLINE (CL. 315): 3 1194 L.F. @ 15 GPM 0.48 / 12H 4' 3' 8' 10' 12'# 12'# " _ AUTOMATIC VALVE SIZE: 1 @ 15 GPM 4.00 12T 2' 6' 4' 10' 12'# " 12Q 8' 8' 124 LATERAL LINE SIZE: 3/4 42 L.F. Q 8 GPM 2.16 / 10 11/4 5 L.F. @ 15 GPM 0.07 i SF - - - - 5' T 11' 13'# PROVIDE 6'MIN.OF SAND 6" BEDDING AND SHADDING CONTROL WIRE SLEEVE 12"X 18"GREFN PLASTIC METER 15T T 1' 5' 6' 8' 12' 15'# SIZE PER PLAN, INSTALL BOX,CARSON OR EQUAL 15H 1' 4' 5' 8' 12' 12' NONPRESSURE LATERAL LINE ADJACENT LA PRESSURE 15T 3' 4' 8' 12' 15'# 15'# D E S C R I P T 10 N OF REVISION DATE APPROVED SLEEVE. -SIZF TWICE DIAMETER SUPPLY[INF pyo,, 3 150 _ 2' S' 6' 12' 15'# 15SS '2x,2' 14X14' 2°X2°' 23X23' CITY o f RANCHO C OF NON PRESSURE LATERAL 17SST 0X18' 0X10' 16X16' 9X30' IRRIGATION HEAD PRESSURE: 30.00 LINE -' 15csT 4x22' 4x29' 4x3s' 9x24' SYSTEM LOSSES SUBTOTAL: 51.11 3' # 15SST 4X12' 4X24' 4x27' 4x3 4x40' FITTING LOSSES (10% OF SUBTOTAL): 5.11 15EST - 4X14' 4X16' 4X20' ax18' ELEVATION LOSSES/GAINS (ELEV. X .433) +(39-22) TRACT 15493 & 15902 5F - 3" 4" 1' 2' 3' PRESSURE SUPPLY LINE SLEEVE - „ SIZE TWICE DIAMETER OSUPPLY INE 5H-B 5 ,° 6" 2' RANCHO ETIWANDA L. M . D. SUPPLY LINE sQ-B s" to" 3' 1' TOTAL SYSTEM LOSSES: 95.45 - - - 5CST-B 7' 14" 3' 5' AVAILABLE PRESSURE (LOW): 127.00 16F-SA - - 6" 5' 1' 4' 6' 14' 16'0 (-) DEFICIT OR (4) RESIDUAL PRESSURE: (+)17.00 DAY CREEK BLVD., WILSON AVE., NOTES: 16KSLA - 6" 1' r' 5' 10' 13' 10' BANYAN ST., VINTAGE AVE. & BLUEGRASS AVE. 1- ALL SLEFVESTO SE SCH.40PVC. 160-SA 6" 2' 5' 3' 12 16# 16# 'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN /24OLT WIRES.TAPED AND 22F-SS - - 8' 1' 4' 6' 17' 21'# PRESSURE OF 110 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS 2 EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 75 FT.INTERVALS 22H-SS - 4" 1' 3" 5' 12' 18' 12' IRRIGATION DETAILS NECESSARY.ALSO, CONTRACTOR TO ADJUST EACH REMOTE CONTROL 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 220 SS 6" 2' 6' 3`1 15_ 20'# 22'# 2 CU.Ft.PEA GRAVEL VALVE PRS TO ALLOW ENOUGH PRESSURE TO OPERATE EACH VALVE 4 PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY #RECOMMFNDED N0771 E/SCREF N COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI AS NECESSARY. APPH LM [) HY. [)A I E .( SID, (24'MIN. TO 36'MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). NOTE: SCREENS WERF TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRE SSURES AND LONGER RUN TIMES CITY ENGINEER ,EE^ RCE No. 24953 SLEEVING DETAIL 24 VOLT SPLICE PCS SCREEN CHART PRESSURE LOSS CALCULATION 'A' ��E `�Ic „ND r�E,t_�f--Ilit APE FI HII CIUH[� F Iffco F If[) LANDSCAPE AFiCHI L E CT UFiE SITE PLANNING 10621 CHURCH STREFi. SUITE 106 _ } 0533 - SCALE: N.1.S. X540 SCA[ E N I .S. SCALE: [)FAWN RANCHOCUCAMONGA,CA 41730 C' SCALE : N.i .S. MLD t9091 484 2800 FAx (909)454-2802 L_) � ! L-28 CHE_CKE U RLA NO. 2834 DFA WIND NU. RWK DATE 8/28/02 JOB NO.0104-5 SHE L i 57 OF PROJECT: RANCHO ETIWANDA LMD BY: MLD PROJECT: RANCHO ETIWANDA LMD BY: FAC PROJECT: RANCHO ETIWANDA LMD BY: FAC PROJECT: RANCHO ETIWANDA LMD BY: FAC PROJECT: RANCHO ETIWANDA LMD BY: FAC STATIC PRESSURE HIGH: 158 LOW: 142 STATIC PRESSURE HIGH: 67 LOW: 60.3 STATIC PRESSURE HIGH: 65 LOW: 58 STATIC PRESSURE HIGH: 64 LOW: 58 STATIC PRESSURE HIGH: 131 LOW: 118 SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: RUSSEL SILVA SOURCE OF INFORMATION: RUSSEL SILVA SOURCE OF INFORMATION: RUSSEL SILVA SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY SUPPLIER: CUCAMONGA COUNTY PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 PHONE NUMBER: (909) 987-2591 VALVE STATION/GPM: STATION: B-9 GPM: 55 VALVE STATION/GPM: STATION: G1 GPM: 31 VALVE STATION/GPM: STATION: D-1 GPM: 29 VALVE STATION/GPM: STATION: E-1 GPM: 22 VALVE STATION/GPM: STATION: F-6 GPM: 44 ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: WATER METER SIZE: 2" @ 55 GPM 2.25 WATER METER SIZE: 2" @ 31 GPM 0.00 WATER METER SIZE: 2" @ 29 GPM 0.00 WATER METER SIZE: 2" @ 22 GPM 0.00 WATER METER SIZE: 2" @ 44 GPM 0.00 PRESSURE REGULATOR: 2" @ 55 GPM 6.00 BACKFLOW DEVICE: 2" @ 31 GPM 12.00 BACKFLOW DEVICE: 2" @ 29 GPM 12.00 BACKFLOW DEVICE: 2" @ 22 GPM 11.00 PRESSURE REGULATOR: 2" @ 44 GPM 3.00 BACKFLOW DEVICE: 2" @ 55 GPM 12.50 FLOW SENSOR: 11/4" @ 31 GPM 1.25 FLOW SENSOR: 11/4" @ 29 GPM 1.14 FLOW SENSOR: 11/4" @ 22 GPM 0.72 BACKFLOW DEVICE: 2" @ 44 GPM 11.00 FLOW SENSOR: 11/4" @ 55 GPM 4.35 MASTER VALVE: 11/2" @ 31 GPM 1.00 MASTER VALVE: 11/2" @ 29 GPM 0.94 MASTER VALVE: 11/2" @ 22 GPM 0.51 FLOW SENSOR: 11/4" @ 44 GPM 0.66 MASTER VALVE: 11/2" @ 55 GPM 3.45 GATE VALVE(S): 1 21/2" @ 31 GPM 0.50 GATE VALVE(S): 1 3" @ 29 GPM 0.25 GATE VALVE(S): 1 3" @ 22 GPM 0.00 MASTER VALVE: 11/2" @ 44 GPM 0.51 GATE VALVE(S): 2 3" @ 55 GPM 1.00 MAINLINE (CL. 315): 3" 150 L.F.@ 31 GPM 0.17 MAINLINE (CL. 315): 3" 80 L.F.@ 29 GPM 0.08 MAINLINE (CL. 315): 3" 78 L.F.@ 22 GPM 0.05 GATE VALVE(S): 2 3" @ 44 GPM 1.00 MAINLINE (CL. 315): 3" 795 L.F.@ 55 GPM 2.78 AUTOMATIC VALVE SIZE: 2" @ 31 GPM 1.40 AUTOMATIC VALVE SIZE: 2" @ 29 GPM 1.40 AUTOMATIC VALVE SIZE: 2" @ 22 GPM 1.20 MAINLINE (CL. 315): 3" 2335 L.F. @ 44 GPM 0.91 AUTOMATIC VALVE SIZE: 2" @ 55 GPM 1.40 LATERAL LINE SIZE: 1" 113L.F. @ 8 GPM 1.80 LATERAL LINE SIZE: 1" 68 L.F.@ 6 GPM 0.63 LATERAL LINE SIZE: 1" 50 L.F. @ 7 GPM 0.80 AUTOMATIC VALVE SIZE: 11/4" @ 44 GPM 5.10 LATERAL LINE SIZE: 3/4" 14 L.F.@ 8 GPM 0.20 11/4" 10 L.F.@ 15 GPM 0.11 11/4" 40 L.F.@ 12 GPM 0.36 11/4" 50 L.F. @ 11 GPM 0.37 LATERAL LINE SIZE: 3/4" 137 LF.@ 8 GPM 1.59 1" 14 L.F.@ 12 GPM 0.34 11/2" 5 L.F.@ 31 GPM 0.11 11/4" 8 L.F.@ 15 GPM 0.13 2" 21 L.F. @ 22 GPM 0.09 1" 25 L.F. @ 12 GPM 1.79 11/4" 59 L.F.@ 21 GPM 1.35 2" 25 LF.@ 29 GPM 0.07 11/4" 15 L.F.@ 21 GPM 0.37 11/2" 7 L.F. @ 23 GPM 0.09 2" 10 L.F. @ 44 GPM 0.15 21/2" 32 L.F. @ 55 GPM 0.29 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 66.00 SYSTEM LOSSES SUBTOTAL: 48.34 SYSTEM LOSSES SUBTOTAL: 17.00 SYSTEM LOSSES SUBTOTAL: 44.74 SYSTEM LOSSES SUBTOTAL: 65.79 FITTING LOSSES (100% OF SUBTOTAL): 6.60 FITTING LOSSES (5 % OF SUBTOTAL): 2.41 FITTING LOSSES (5 %OF SUBTOTAL): 2.35 FITTING LOSSES (5 %OF SUBTOTAL): 2.24 FITTING LOSSES (109'6 OF SUBTOTAL): 6.6 ELEVATION LOSSES/GAINS (ELEV. X .433) +(15.12) ELEVATION LOSSES/GAINS (ELEV. X .433) -(5.63) ELEVATION LOSSES/GAINS (ELEV. X .433) -( 0.87) ELEVATION LOSSES/GAINS (ELEV. X .433) +( 0.00) ELEVATION LOSSES/GAINS (ELEV. X .433) (12.99) TOTAL SYSTEM LOSSES: 87.72 TOTAL SYSTEM LOSSES: 45.12 TOTAL SYSTEM LOSSES: 48.48 TOTAL SYSTEM LOSSES: 46.98 TOTAL SYSTEM LOSSES: 85.38 AVAILABLE PRESSURE (LOW): 142.00 AVAILABLE PRESSURE (LOW): 60.30 AVAILABLE PRESSURE (LOW): 58.89 AVAILABLE PRESSURE (LOW): 58.00 AVAILABLE PRESSURE (LOW): 118.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)20.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 15.18 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)10.41 {-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)11.02 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)18.00 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 122 PSI. CONTRACTOR TO FIELD ADJUST REGULATOR AS PRESSURE REGULATOR IS NOT REQUIRED AT POINT OF PRESSURE REGULATOR IS NOT REQUIRED AT POINT OF PRESSURE REGULATOR IS NOT REQUIRED AT POINT OF PRESSURE OF 100 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY.ALSO, CONTRACTOR TO ADJUST EACH REMOTE CONTROL CONNECTION 'C', BECAUSE THE MAXIMUM PRESSURE CONNECTION 'D', BECAUSE THE MAXIMUM PRESSURE CONNECTION 'E', BECAUSE THE MAXIMUM PRESSURE NECESSARY.ALSO, CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE PRS TO ALLOW ENOUGH PRESSURE TO OPERATE EACH VALVE FROM CCWD IS 60.3 PSI. FROM CCWD IS 58.89 PSI. FROM CCWD IS 58 PSI. VALVE PRS TO ALLOW ENOUGH PRESSURE TO OPERATE EACH VALVE AS NECESSARY. AS NECESSARY. PRESSURE LOSS CAL. 'B' PRESSURE LOSS CAL. 'C' Pk PRESSURE LOSS CAL 'D' PRESSURE LOSS CAL. 'E' PRESSURE LOSS CAL. 'F' 0 ■ SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PROJECT: RANCHO ETIWANDA LMD BY: FAC/CA/MPH STATIC PRESSURE HIGH: 132 LOW: 119 SOURCE OF INFORMATION: CARLOS SUPPLIER: CUCAMONGA COUNTY PHONE NUMBER: (909) 987-2591 VALVE STATION/GPM: STATION: G-5 GPM: 48 ITEM: P.S.I. LOSS: WATER METER SIZE: 2" @ 48 GPM 1.70 PRESSURE REGULATOR: 2" @ 48 GPM 5.00 BACKFLOW DEVICE: 2" @ 48 GPM 13.00 FLOW SENSOR: 11/4" @ 48 GPM 3.28 MASTER VALVE: 11/2" @ 48 GPM 2.60 GATE VALVE(S): 2 3" @ 48 GPM 1.00 MAINLINE (CL. 315): 3" 1194 L.F. @ 48 GPM 3.30 AUTOMATIC VALVE SIZE: 2" @ 48 GPM 1.30 LATERAL LINE SIZE: 3/4" 70 L.F.@ 8 GPM 3.60 1" 25 LF.@ 12 GPM 0.84 11/4" 40 L.F. @ 22 GPM 1.10 1 1/2" 12 LF.@ 24 GPM 0.20 2" 45 L.F.@ 48 GPM 0.90 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 67.82 FITTING LOSSES (10%. OF SUBTOTAL): 6.78 ELEVATION LOSSES/GAINS (ELEV. X .433) (5.8) TOTAL SYSTEM LOSSES: 68.80 AVAILABLE PRESSURE (LOW): 119.33 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)19.33 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 100 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY.ALSO, CONTRACTOR TO ADJUST EACH REMOTE CONTROL VALVE PRS TO ALLOW ENOUGH PRESSURE TO OPERATE EACH VALVE AS NECESSARY. PRESSURE LOSS CAL. 'G' SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: �,*pSCApf iso YrOmw� e4 9�s. m igna 1-04 nEN' 2 Date 'T F 0 F C A����� DESCRIPTION O F REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 15493 & 15902 RANCHO ETIWANDA L.M . D. DAY CREEK BLVD., WILSON AVE., BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. IRRIGATION DETAILS APPROVED BY: DATES /o 03 CITY ENGINEER RCE No. 24953 DESt ARCHITERRA DESIGN GROUP REC DED LD LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 RANCHO CUCAMONGA,CA 91730 SCALE: SCALE: SCALE: SCALE: DRAM D (909)484-2800 FAX: (909)484-2802 SHEET L-29 K G 7 REVISED 12/03/03 RLA NO. 2834 CHECKED DRAWING N0. RWK DATE 8/28/02 JOB NO.0104-5 1803-L SHEET OF PLANTING NOTES: PLANTING LEGEND: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT SYMBOL INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING RE INSTAL[LNG IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT lNS1AllED PER PLAN AND _ — COMMENTS QTY, SPECIE ICAT IONS TREES 2 CONTRACTOR SHALL FOE LOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION.PLANT PIT REQUIREMENI S,STAKING AND BACKFILL REQUIRE MENIS O T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 0 3. CONTRACTOR SHALL FAMILIARIZE HIMSEI FMERSEL F WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, ETC.AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COSI TO THE CITY,ANYO T-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 0 DAMAGE OF SAID UNDE RGROUND FACILITIES. 4. NO PLANTING SHAL I BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THEO T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Trunk 0 SPRINKLER SYSI EM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPS RLY GRADED AND PREPARED AS SPECIFIED AND THE WORK APPROVED BY THE CITY O T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 5. ALI PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TOO T-5 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi-Trunk 0 INSTAL I ATION FINAL LOCATION OF ALI PLANT MATERIAL SHAT L BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THL CI1Y PRIOR TO EXCAVATION T-6 Platanus racemosa Califomia Sycamore 15 gallon 35'o.c. Standard 0 - 6. CONTRACTOR IS RESPONSIBLF FOR ALI REPAIRS ANDIOR RFPLACEMFNT OF ANY DAMAGED LANDSCAPE AREAS O BEYOND THE LIMIT OF WORK,THAT ISA DIRECT RE SULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 26 CONIRACTOR REPLACEMENT 11EMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS.UNLESS OTHERWISE APPROVED BY IHE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY FINAL QUANTITIES FOR PLANT O T-8 Rhus lancea African Sumac 15 gallon 20'o.c. Standard p MATERIALS INSTALLED SHAL L BE GOVERNED BY THE INDICATED PLANT SPACING REQUIREDO T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard p 1 T-7 �° 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE _ 17 ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDSO T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 0 ■ AND DE 1 AILS HEREON ------- _ ___-_____ ____ _ __ _ _. --.._ .____-._-____.____■ W 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNE ESS OTHERWISE APPROVED BY THE CITY. O T-11 Brachychiton aceHfolius Flame Tree 15 gallon 30'o.c. Standard 0 I— • U W 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND W XF,R. RFT. 1.3 = QUANTITIES SHALT BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS) ROT OT IL THE REQUIRED U) SOIL AMENDMENIS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1.000 SQ FT. 10400 a la ', a�.} .a -.• w�, .'4?t f E x� , 0 �� ! (f} 4 CY NITROrFN OTAP01 D S SHRUBS >>��� z iv .�. C�c. r y• 7,: �`` ,` c <4.r �- `^ - a — 1201 RS ;M B IZFD SAN LJ. T . ` r c. a^ r . of S 1 AL>Plia ranrfifl ra Edward Goucher A G ;.• �_ .� ,� _ 'E; .� r .� �- 12,I BS..� .,v. US O be a 5 anon 48 o.c. /'� ` 9 L.J .. - . - ...- .. Y F - •/ s <. �-:' -.�'>?S'n'�. *?-=-2*"s7C it-. d, -,n jot, h _ _ 3 t pr r ccEi RTCF! rr �P iI +I SRA Q C�7Ri+ ICk T W _ s> 11 LANDti AP A 4L� RCF t E 4' 0. t,_,:[}CFI M, I .,H N(� I( TRF,S AND RS AN['R, : ID INT 0 .r n.. r .,,.,,� .a ...,..:1 ..� n���.,:.. '� 1 P s �: . .n rt . .. :. 1 n l l S F S Jntr r �r � Lla F. ., :All G� .,, ...: R AMAO PUBS,....... .: .,��Y S q.., .. ,,,.ars F All`raE� E'.�N ,L r .IN;: �, �,A I;,Nc 5� 2 B.rt en. tht gn Cnl s� vgm? Rart�rry 5gallon 30"o.c. 535 `�.a,-� - ji/l; AC COMAgc-i r�. E THE MUL ;H CON?E,ACIOR SHAT t E: F3t,11; A SAP,IF I F Fi R 'HE GI'Y S AF I r�CVAi PPIOP '�?4 Cnmson Pygmy ■ W C PURCHASE ANC;PLACEMENI SHREDDED MULCH IS AVAIL ABt F FR,t�1 � D Y REEK BLV ' � Q S-3 Dietes bicolor Yellow Fortnight Lily 5gallon 48"o.c. p z NARCO. C RKS %%%%%% S-4 Hemerocallis hybrids Dwarf Red Dwarf Red Evergreen Da Ilv 1 anon 24"o.c. p W S-12 S-6 S-6 S-2 S-2 S-6 S-6 S-6 " S-6 S-2 S-6 � (909)538-3321 36 42 49 248 152 27 25 14 14 51 r - TINE Of SIG1 fT 3 W S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5gallon 48'o.c. p 0 S-6 Lantana 'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 220 ' S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24"o.c. - ,..r. ■ U QO S-8 Lts.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. p _T_.. _ _ _ ___ _-.--_--. PLANTING NEAR HARDSCAPE NOTE: ® S-9 Juniperus c. 'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 0 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING O x ---; AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT FOR S 10 Myrsine africana African Boxwood 5gallon 48"o.c. p ROCKSCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12"MIN.). ® S-11 Nandina domestica Heavenly Bamboo 5 gallon 30"o.c. p 3. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH FROM WALKS,WALLS,CURBS, AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING ® S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 53 SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 8'OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4OF ROCKSCAPE, PROVIDED THAT THERE EI ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS WALKS,WALLS.OR ::. S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. p CURBS). WHERE POSSIBLE,-TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING_ Fountain Grass Ll AREAS RECOMME NI ED ON 'raE i1�5 T ?E E LIST WI,ERE '_AN'LNG AREA ARE MULCH NOTE: O S-14 Juniperus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. p ME DLC' BY RL;CK�CAPE 'C A DE GRE �,rv",ERE THESE STANDARDS CANNOT BE CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL FOLLOWED,THEN IN THE INTEREST OF PROVIDING THE ES.WE CAN COMPROMISE ON THE SHRUB AREAS, 1-112" IN GROUNDCOVER AREAS. MULCH SHALL BE WOOD PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAYBE PLANTED WITHIN 2'OF ® S-15 Phormim tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 0 FIBER MATERIAL AS MADE BY EARHTWORKS, NORCO.CA,(909)538.3321 ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED (OR EQUAL). SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO ABOVE TREES REQUIRING A MINIMUM 2 PLANTING AREA SHOULD NOT BE PLANTED ® S-16 Phormium'Maori Maiden' Maori Maiden Flax 59allon 48"o.c. p PURCHASE AND/OR PLACEMENT FOR CITY INSPECTOR'S APPROVAL. CLOSER THAN 1 ,JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. 0 S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 0 S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 OS-19 Rosmarinus officinalis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 0 M ATC H L I N E W -- SEE SHEET L-35 O S-20 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. 0 S-21 Salvia leucantha Mexican Sage 5 gallon 48"o.c. p E) S-22 Westringia Wynyabbie Gem 5 gallon 48"o.c. p 'Wynyabbie Gem' Coast Rosemary 0 GROUND COVER CD ` _._.{ 1 • GC-1 Trachelospermum jasrniodes Star Jasmine 1 gallon 24"'o.c. p ■ ■ ■ ■ � > VINES ■ S-2 S 2 S-6 S-2 S 6 S-2 S-12 - ■ 14 s _ 13 - 16 _ - - 44 15 13 17 � �- ='4 - _ V 1 Parthenoclssus pldata 5 gallon 15'o.c. Train to wall p _ - tricus wer W --- S-6 cn • .� 00 ■ _ - - - - - - 16 18 -- - rn W 4 . . _ 4 - Q ; XI'K: KIT. 1.7 DAY CREEK BLVD. m W M z ■ �- - - - - - - - - -- - 1.mEQFS+GK7 r _ - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W ■ - - - - - - - - - - - - - - - - - - - - -- -- Y Q ■ - -. ..-. GT� 1 — �— OD In y_ - • ■ • . . ■ ■ ■ ■ ■ . . . . . . a WILSON AVE XERISCAPE ASSESSMENT SYSTEM SUMMARY MATCHLINE IMr - SEE SHEET L-35 SHEET KEY MAP w r� DESCRIPTION O F REVISION *TRACT 15493 & 15902 LANDSCAPE IMPROVEMENT* – — Lu C__ DATE- APPROVE E) REFERENCE CLAIMED Q r- -- rLT CITY of RANCHO CUCAMONGA POINTS LSheet#'Ret.(t) o I. LANDSCAPE(Paant Value) C,, l HACT 15493 & 15902 W 1. Water conserving plants. L-3011.1 (20) 20 BANYAN ST. m AN _ CHO ETIWANDA L. M . D. 2. Turf limited to 25% residential .45% 20 ( ) ( ) 20 ll� DAY CREEK BLVD., WILSON AVE., 3 Plants grouped by watering need.(10) 10 L-311.3 w BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. _ VINTA(,E AVE 4. Hardscape(non-irrigated)surfaces.(10) 10 L-3011.4 SCA 1. 1" - 30' PLANTING PLAN Underground Service Alert 5 Permeable (5) AAN 6. Low-water turf varieties 5 AP' flUVE H BY. ) lJ � O SYMBOL LEGEND -S� N T n E . o�- �J�-*� Call: TOLL FREE 7. Mulch provided in non ground cover areas (5) 5 L3011.6 �pND4p f CITY ENGINEER RCE No. 2459 TREES SHRUBS PLAN CROSS REFERENCES �� �� w� AHGi-iII t_Ri;A L)L I��N 6F;0�F� RICO )ED 8. Soil amendments. (5) 5 L-46/L7 a6y L)E SIGN 1 QOO __ _____ W SITE PLANNING ( 1 �V CALL-OUT =� LML LANDSCAPE ARCHIN E CI URF 10621 CHURCH STREET, SUITE 106 Total Polnts Clalmed: 7p FOR NOTES AND LEGENDS, SEE THIS SHEET -� - v _ RANCHO C A t - UC MONGA A t YMB L . c 91730 S 0 ALL T C OU UF3AW FOR DETAILS, SEE SHEET L-42 N 90s 484-2800 FAX: 4 4- ��E-�E E 1 4 909 8 2802 �. .`. – ll MLD D L (Minimum Pants R ulred. so SYMBOL /J D 3O 4�2 4133 ( � ) FOR SPECIFICATIONS, SEE SHEET L-45 ��„ ,a FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 � SIZE – `� '�� �`� CFiE GKE U RLA N 32 UF�AV'JINC� TWO WORKING DAYS BEFORE YOU DIG (gal./box) QUANTITY QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-16 4rF FaQ RWK 8/28/02 NO. OF l= c A�,� DATE .TOB NO. 0104 5 go3 F1 S EEI OF ACL s$ rS17 s$ 5-16 rS4 V-1 PLANTING LEGEND: 9 5 13 12 k,24 28 S-16 S-1 GC-1 S-13 S-13 GC-1 SYMBOL CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS ML 7 MATC ' - SEE L-3 18 7 13 21 19 5$ TREES S-2 ■ ■ ■ ■ ■ ■ • .- S-16 S-1 S-16 GC-1 S-15 GC-1 S-13 1Q T-1 Platanus raeemosa California Sycamore 36'Box 35'o.c. Mink-Trunk 7 59 ■ ; . 19 35 6 17 29 28 11 O T-2 Brachychiton populneus Battle Tree 15 gallon 25'o.c. Standard 9 �4 T-9 S-1 S-4 S-6 rS4 S-6 S-1 S-4 r <. � T-3 Rhus lances African Sumac 15 gaflon 20'o.c. Multi-Trunk 0 14 S 21 / TF 4 24 24 9 31 17 20 16 • T-4 Ginkgo bildm Ginkgo 15 gallon 25'o.c. Male trees only 2 S-9 # a T-5 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi Trunk 0 T-6 PI t California Sycamore 1 gallon 35 o c Standard 0 a anus racemosa ? 1s5 - - a S-12 - � � � p _ ,� T-9 (D 5 T-7 Pyrus calleryana'AristocraY Aristocrat Pear 15 gallon 25'o.c. Standard 46 D - - - - - African Sumac 15 gallon 20'o.c. Standard 0 . . ' , ,y� « ■. t T-8 Rhus lances 1 -__ I-- 3 • 15' 15' - - - �; 15 W O n -- - -- - - - - - - - - ur�oFsrc;� - _ > '. >.- ,,,,,, ., ,,,I„ - ; _ -; , .. W O T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard 30 :� _, - _ _ S-6 T-4 S-16 S-4 S-16 1s' S' ---- — 19r 1: O T-10 Lagerstmemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 3 Z 2 22 15 1 14 33 16 S-12 S-fi S-6 S-2 S-2 S-2 • M z 9 15 12 14 12 6 (1) O T-11 Brachychiton aceriolius Flame Tree 15 gallon 30'o.c. Standard 0 05 � S-13 T-7 S-6 = D 21 6 15 9 22 23 24 mG)--- - I - �- - --t- - - -- .:: . . . . . . - W SHRUBS M - _ - • I I I i rn _ XER. REF. I.1 v3 �"'fi s-s AY CREEK BLVD. _ _ _ - - Q s-, Abelia grandiftora Edward Goucher Abelia 5 gallon 48"o.c. 227 = m 0 8 9 T-7 GC 1 g� GC-1 S-15 -' - GC-1 _ - S-4 S-6 . V S 2 Berbe'Edward nbe Goucher' Crimson Pygmy Barberry 5 cellon 30"o.c. 173 �1 15 7 £ sem__ �56 - 44 42 55 50 18 15 . W ® 'Crimson Pygmy, M T-1 S$ S-4 S$ S-1fi S$ S-16 S-4 _ ___ ___ _ - - -- _ - _ _ ____ _ _ _ � 1 - - ---- _ z Q S-3 Dieter bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 0 r �- ____ _____ 3 21 18 3 6 _ _ 3 21 n (Dwarf a yhly 24 o.c. s2e r111.11.1 I'll Hemerocafffs hybrids(Dwa Red) Dwarf Red Evergreen Da ' 1 gallon W _ is ts' ts' 151 5 l }i' � h V G) S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48'o.c. 0 S-9 ,,, ♦• • • • • • • 5' - Q Q S� Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 254 3 4- ® S-7 Lavandula stoechas'Leucan ' White Spanish Lavender 5 gallon 24"o.c. 37 S-1 I 4 T-7 T-9 5-13 S-13 S-1 S-4 GC-1 S-11 S-11 ; Q S-8 Lepbspermum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 83 X$ _ ■ ■ ■ 15 9 T 8 4 TYPICAL VINE NOTE: HI CLARITY. CONTRACTOR ® S-9 J 13 10 23 16 6 11 ■ uniperus c.'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 44 S-16 • ■ VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLA Q S-10 Myrsine africana African Boxwood 5 gallon 48'o.c. 0 8 M E 'M' - SEE SHEET L-35 S-6 S-13 S-11 S-4 GC-1 ■ TO LOCATE VINES ON STREET-SIDE OF WALL. 16 10 17 27 32 ® S-11 Nandina domestica Heavenly Bamboo 5 gallon 30'o.c. 84 T-4 ® S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 401 15 1 V-1 S-12 25 S-13 Pennisetrrm'Eaton Canyon' Eaton Canyon 5 gallon 24'o.c. 197 Fountain Grass 31 O S-14 Juniperus sabina'Bulfab' Buffalo Junipers 5 gallon 72"o.c. 0 S-15 Phomrim trenax'Jack SpratY Jack Spratt Flax 1 gallon 24'o.c. 449 S-16 Phomrfum'Maori Maiden' Maori Maiden Flax 5gallon 48'o.c. 189 T-2 T-7 15 4 15 5 O S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 5 s_1 MAT(ATQ( H L I N E 'N' - SEE SHEET L-37A ® S-18 Rhaphiolepis �'Clara' gars Indian Hawthorne 5 gallon 60•o.c. 0 S-15 Y■ ■ . . ■ ■ ■ ■ ■ ■ � . . ■ � - - ■ T-111 S-16 O S-19 Rosmarinus officinaliis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 0 1a 34 17 20 90 S-1 ' V-1 S-7 GC-1 S$ S-4 _1 7-)Z 9 fe*? Z ✓E 36 2 .t - 15 GC 19 � Q S-20 Salvia greggri'Red' Red Autumn Sage 5 gallon 48'o.c. 0 31 37 21 8 17 8 S-16 S-9 S-6 Q Q S-21 Salvia leucantha Mexican Sage5 Icon 48"o.c. 0 S-1 GC-1 S-4 GC-1 S-13 T-9 S$ S-lfi T_9 S-1 24 18 12 a S-22 Westringia Wynyabbie Gem 5 gallon 48"o.c. 0 1 28 23 31 11 T 23 17 19 � � Wynyabfxe Gem' Coast Rosemary TF z S-15 5-15 T-7 S$ S-16 S$ � Q GROUND COVER 27 � 9 10 15 2 13 � , GC-1 Trachelospermum jasmiodes Star Jasmine 1 gallon 24'"o.c. 491 4 GC-1 r j M VINES ll 5 T b ll 115 k AA - ._ _.. s a ♦ • • h. .. '. :. ♦ ♦F• ♦ ♦ �4 .. ♦ - PartherlOCISSUS tnCUSpidata gallon 1 'O.C. rain wall T - qq e J -iA W - 15 Mt W _ = _ w — S-4 �x+e - _ . - - - — - ■ 15 - - - - - �`_ 5-12 S-13 S-12 ■ S-13 50 38 116 93 8 U) (1) S-13 S-12 T-7 T-2 T-2 ■ 9 S-6 ' . a T W _ ■ 15 g 5 15 7 15 1 15 1 W 7 ___ _ G"-T- - 26 U) - - _ - 27 , . . . ;. AA W '' v ■ - - S-2 S-12 S-2 AY CREEK E K BLVD. __ z ■ GC-1 S-6 s-12 D C R --_ _ -- - Z ■ 28 6 7 fi5 7 13 T-7 T-7 T-9 S-13 T-1 J 15 4 15 3 TF 4 38 6 2 ■ U SHEET KEY MAP T-9 _ TF 4 _ __ _ _ ---- -- _�_'"Es - ,lily ii Q ,,,, �J S-12 0 J W I 55 z v�solvAVE. A 7TzIYy93 NE�+'S�V�T �- 3/�9 �Zj'U`f � y = DESCRIPTION OF REVISION GG1 T-2 S-4 S-13 S-11 S-1 S-11 S-4 S-16 � . 5-12 55 DATE APPROVED 11 15 3 8 23 11 27 10 12 ? ' i 5-15 CITY of RANCHO CUCAMONGA S-15 S-15 S-4 S-15 GC-1 S-4 S-1 _ CC 47 TRACT 14496, 14495, 14523, 14494, 43 37 40 49 76 38 28 G 3 14493 14522 14498 14497 & 15902 T-10 , , BANYAN ST. m , GC-, 9-15 s$ 24 3 �_— _ RANCHO ETIWANDA L.M. D. 11 46 2 DAY CREEK BLVD., WILSON AVE., >S1 -9 V-1 _ VINTAGE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. ,5 31 ` V _ s-,6 /� PLANTING PLAN Underground Service Alert S-1 - ■ ■ - - ■ - ■ ■ ■ ■ • • - • ■ • ■ ■ ■ ■ • 19 ®, ROUTE 30N.T.S. APPROVED BY: DATE: ■ 1s MATCHLINE R - S HE ET L-37 SC APk, CITY ENGINEER ' ' RCE No. 2459 • Cali: TOLL FREE PLAN CROSS REFERENCES �� �a 9c ARC LANDSCAPE A DESIGN GROUP Q r e� � DESIGN KPF L-ANDSCAPE ARCHITECTURE REC NDED SITE PLANNING 1 _800 10221-A TRADEMARK STREET FOR NOTES AND LEGENDS, SEE THIS SHEET 1 cc e DRAWN RANCHO CUCAMONGA,CA 91730 SHEET FOR DETAILS, SEE SHEET L-42 a 3, e * MZR/JRI (�9)ass-2800 FAX: (9)9)484-2802 L-31 A 422-4133 _ SEE SHEET L-45 s ~. ` �Q FOR SPECIFICATIONS, 7112/04 RLA NO. 2834 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3A r'r� F��� CHECKED /F D REVISED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG SCALE- 1N = 30' FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-17A o f CIN, DATE 8/28/02 JOB NO.0377-5 1803-L SHEET OF PLANTING LEGEND: WSYMBOL CALL OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY. > TYPICAL VINE NOTE: TRFFS VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL, G T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 0 OT-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 0 V-1 GC-1O T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Trunk 0 6 22 Q O T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 0 • T-5 La erstroemia x'Tusk ee' Rose Pink Cra M rtle 24"Box 20'o.c. Multi-Trunk S 19 S-13 U) V-1 S-8 S-7 S-4 0 g e9 Pe y , 14 10 W 12 14 35 33 G T-6 Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard p MATC H L I N E 'N' - SEE SHEET L-37 S-1 T-9 S-15 S-13 : O T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 76 `> - - - - - - - - I NTEX PROPERTY T_9 11 p J Tr 2 28 38 - Q T-$ Rhus lancea African Sumac 15 gallon 20'o.c. Standard 0 7�jS-11 �--- "4 (NOT A PART) TF 2 U 11 T-7 O T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard 27 154 • .*Y* 1t T > , T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 0 ■ 15 2 - LIj W • — • • ! * .°* � ` _' �`-� rt _"�c'� W T-1 1 Brachvchiton acen folius Flame Tree 15 gallon 30'o.c. Standard 0 W Q = 0 _ ■ ■ - - - --- - ■ ; . -�. T__ _ -- t r` • g '*` ,.' W � =- � W ■ rs ■ �„ T 5 SHRUBS S 15 GC 1 S-4 S-12 _ .__1 4 2 S-12 GC-1 S-15 J S-15 S-14 S 4 W : co 0 S-1 Abelia grandiflora Edward Goucher Abelia 5 gallon 48"o.c. 98 ■ 37 T-7 47 15 5 48 24 27 9 4 27 ; W 'Edward Goucher' 15 13 • W S-2 Berberis thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 152 z ■ _ _ _- -_ _.. _ _._ s _ - _ Pygmy' 3 Di �bcl 05 gallon 4$"o.c.0 S Yr'Ilr)w c,rrnight Lily W 4 'O - • W S-4 Hemerocallis hybrids{Dwarf Red} Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 665 • DAY CREEK S-6 S 12 S-6 S2 S6 S ,2 S ,2 S-6 �S-2 z _ _J _ S-5 Lantana 'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48"o.c. p ■ Q r - - - - - - - - — - — - - - — - — — - — - - - — - — - - - - - -2- - - � - - - - - - - - - - — 5-12 — S 11 — - 5 - 14 - - — - - - 49 - - - - - 14 - 6 - - 6 12 - 20 — - - - (� � J 0 19 = S-6 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. t07 14 _. -± � -- ♦ -- — #--"- ♦ -' ---, — -- ---s -r s --- —g— s ■ ♦ z— S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24 o.c. 179 ■ l - - ■ e ■ ♦ ■ • ■ e ■ ■ ■ 1 ■ ■ ■ e 1 e 1 ♦ ■ e ■ • ■ 1 e Q • ♦ ♦ ♦ ' ' • • •♦ .e* '� _____._ ♦ s . • s s • . • s ----- - +--� ♦ . ♦ ■ ■ ■ - • • • • • . • ° s s • ♦ g • S-8 L PtosPermum s.'Rub Glow' Rub Glow Tea Tree 5 gallon 72"o.c. 78 • e " • ■ ■ e / . • ■ ' e ; • ■ e 1 s • ■ ■ e 1 • ■ _.__ - s + ° ♦ ' ■ • ■ S-9 Juniperus c. 'Sea Green' Sea Green Juniper 5 gallon 72"o.c. p ' • i • • + . • ♦ s • i .♦ •• . • ♦ ♦•• • ♦♦ . � S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. p RANCHO rT I WA N DA PARK ; S-11 Narxiina domestics Heavenly Bamboo 5 gallon 30"o.c. 11 MATCHLINIt 'RSEE SHEET L-37 - SEE PLANS BY A R C H I T E R R A DESIGN GROUP S-12 Nandina domestics Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c 226 (NOT A PART) • ■ ■ S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 247 • Fountain Grass * O S-14 Juniperus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. 25 S-15 Phormim tenax'Jack Spraft' Jack Spratt Flax 1 gallon 24"o.c. 1,222 S-16 Phormium'Maod Maiden' Maori Maiden Flax 5gaflon 48"o.c. 23 S-16 O S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 9 6 ® S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. p S 7 S-17 S-13 S 1 S-16 O S 19 Rosmarinus officinalis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 14 28 9 9 3 10 Q S-20 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. p S-4 S 15 S-13 S-13 rS-13 S-4 S-15 S-13 S-4 S-15 S-8 S 13 S-4 S-21 Salvia leucantha Mexican Sage 5 gallon 48"o.c. p �35 36 16 7 11 45 69 13 21 51 14 18 76 e S-22 Westringia Wynyabbie Gem 5 gallon 48"o c 0 S-13S-13I S3 ■ Wynyabbie Gem' Coast Rosemary S-1 S15 S14 S8V 1 S 13 S 7 1 34 ■ 11 20 7 Q7.,) 81 Q_j 30 8 11 73 13 77 II 28 13 ■ ■ GROUND COVER , GC-1 Trachelospermu I smiodes Star Jasmine 1gallon 24'"o.c. 601S-8 52 coY rx _ .. t- _ .:_ .. " .- � S A� �..� s. . .. « E T -3 `. :. ,. -. 3 P., t d.�s . Via, � � ;- _ i _ a� ■ t f ,. -. ? s. y # T! , R Y ,€ r jam'`... �.• 0. -- _ _ .thn„�ccci c f*+,���q I� to II � V 1 g n 15 o.c. Train to will 83 ■ l — �. - ■ I- - _ . . W Uj LIA .. • _ a z: - fir.. +C ...- ( .. s - i.:.,. �{ ..., �. ,'C. {j,C,r. r<. -r>r .--� � 'A... X� _1.. ■ rS •„ � �A � iS 15-„ 1S yr, is V`, f �a., r � � ■ VJ ■ S-4 S-15 S-15 GC-1 S-4 GC-1 S-15 S-15 S-4 S-15 S-15 GC-1 S-4 GC-1 S-15 S-15 S 4 S-15 U) � -- S-15 GC-1 S-4 GC-1 S-15 S-15 T-9 T-7 S-4 T-5 ■ W 29 29 25 26 20 25 26 13 19 26 21 22 19 25 23 27 32 26 22 26 21 33 27 22 TF 15 25 37 4 2 C : W Ll f - - � }' S 14 k 5-12 � ■ _ - � S-6 9 4 Q : W W Gc 1` s-s S 15 S 4 S 15 S 2 ' 9 T 9 T 7 s 4 T-5 —'j z SHEET KEY MAP S-2 - S-12 12 S-6 S� S-12 S-12 — T-7 W 0 - - 65 17 14 8 14 1 51 36 37 47 16 15 15 F 1 15 12 32 4 1 ; J w Y z ■ 17 10 5 W _ w 6. 15' 15' 15' g€ . 3E _.. r ••r - ! ` a. i , 4 1 �. -A .y - . ;r:s ; f `s ...l J_ { . T.i g X - t Y J (/ _ _ : L / - . r - r. _ ., s ON AVE p -g' �y yy c R ■ , r w t jj r r l 9 1 w DESCRIPTION OF REVISION iGCs ; ■ Q DATE APPROVE C)1 ? 1 S8 S15 S13 II S4 S15 II S15 S15 �1 S15S121 GC-1 S15 S16 `�< b . . :, uD CITY of RANCHO CUCAMONGA ■ � 40 � _ a E ' 5 30 11 '� 15 39 I I 1 50 29 18 34 F_ � 17 32 I ,� 2 � • � � �' c, ■ ■ ■ 1 -4 S 13 GC-1 S-8 S-7 GC-1 GC-1 S-1 GC-1 S-14 - BANYAN ST s 3 s ,I S-4 s-15 �I GC-1 S-4 �I s 12 S-4 s-1 V-1 s 1s —_ TRACT 15493 & 15902 ■ _ _ _ _ 9 _ 1 S-1 21 8 46 8 43 38 38 7 46 5 47 64 22 10 43 30 7 31 5 w L RANCHO ETIWANDA L. M . D. ♦ T 7 21 S_4 GC-1 S-15 S-13 S 13 S 15 S-4 S-14 S-12 : VINTAGE AVE. ■ DAY CREEK BLVD., WILSON AVE., ■ 15 5 S 13 31 39 54 12 10 20 14 4 19 /\ BANYAN ST VINTAGE AVE & RI I IRMARS AVE ■ 6S-14 S-15 O«30 PLANTING 5 , PLAN Underground Service Alert 6 " ' AFF HUM) EKY [)AI E %0. . SCALE : 1 = 30 pe CITY ENGINEER RCE No. 2459 Call: TOLL FREE ° �' w a 9 A.fiC;r11T E FiRA DE s 6HIC)UF PLAN CROSS REFERENCES co � cy f)E ICN f�EcoM )Lr) r' � LML LANDSCAPE ARCHITECIURE rv �, n SITE PLANNING � V � 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET _ I f il1WRAN CHURCH STREET, SUITE 106 c N nsEf RANCHO CUCAMONGA,CA 91730 14 4 f 1 422-4133 FOR DETAILS, SEE SHEET L-42 * j �'a4t� * MLD/JD[) (909)484-2800 FAX: (909)484-2802 L-32 1/'# P FOR SPECIFICATIONS, SEE SHEET L-45 s�4T o��\ CF{E CKE__U RLA NO. 2832 C){ {AWINh NC). FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-4 F C AL TWO WORKING DAYS BEFORE YOU DIG RCORRESPONDINGRRI ATI PAN EE SHEET -1 F 0 �F RWK DAT 8/28/02 .JOB NO. 0104-5 1003 -L 5f a E I JL_ Uf S-10 S 15 S-13 S-1 S-13 S-_15 2 33 11 19 6 41 S-1 S 8 S-8 S-15 GC-1 GC-1 S-13 S-4 V-1 9 2 10 67 26 11 4 21 29 S-4 S-15 S_4 S-12 S-12 GC-1 GC-1 S-4 S 8 � 38 21 31 10 22 111 11 18 2 PLANTING LEGEND: - I • S-16 S-15 T-7 r4e- TWO S-4 S-4 S-8 S-15 S-13 GC-1 ; SYMBOL ■ • 4 ' S1 15 3 9 19 12 31 8 104 • CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY. ■ ■ �■ ' ; TREES , T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 4 T-2 Brac hito lneus Bottle Tree 1 llon 25 o c S nN Wy �p g . . to lard o 1 h e n u 5 aunr nr S1GF (� � ` ` ``'yW T 3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi Trunk 0 s 0 T-4 Ginkgo bilioba Gink o 15 allon 25'o.c._-- - - _ _ - - - - • 9 9 MaleTreosO 0 W _ .w _ _ - - - - - - - - - - - - - - -a _ - - _. --- _ f_ '� i t' . - `: �: � x Tusk se Pink C le 4r .. ,sex- � �� I IN-- �` - � �. ,t _ '� " s ,�; ,- � . T 5 Lagerstroemia eg Ro pe Myrt 2 "Box 20'o.c. Multi-Trunk, a■ > - 9 • ee' rajo 11 T-5 r5 • GT-6 Platanus racemosa California S camore 15 allon 35'o.c. Standard� ' ?4 2 S-12 S-6 S-2 ._- S-4 GC-1 S-6 T 7 GC-1 1 9 S 12 1-7 y 911 15 g T F 4 5 15 11 W O T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 61 W Q 5 9 25 29 32 10 11 W W • S-13 ■ U) + T-8 Rhuslancea African Sumac 15 gallon 20'o.c. Standard 0 U3QO�� t s `E ,• +" s � :,• '::c; . r' 'F• :_ ` °?. T 9 Washingtnnia robusta Mexican Fan PalmBTF per Plan 25'o.c. Standard38 t _._< sa s s W / T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 0 20 T-9 T-7 _1 WS 5 - ■S-12 _ S-12 -2 � -1 - - S �� S 6 S-2 S 2 -12 S-2S_ —7 DAY REEK BLVD• SIN- — - —N _ - _ _ ■ T 11 Brach chiton acerifoliusZ 5 C _ _ _ J •$ y Flame Tree 15 gallon 3oo.c. Standard 4 35 - OV-1 5 5 6 17 11 31 5 5 6■ W is, 1111111­� ts' - - - - 1s'_ 15'7-1a Ar I S 13 Q_ Q Edward Goucher Abelia g llon 48 o.c. 119 S-1 Abelia grandiflora nF sln+� Edward Goucher' ns thunhe,�ii Cri Pygmv Barherry 5 gallon 30"o.c. 141 r- Cn S pygmy nS 3 Dietes bicoor Yellow Fort g t y llon 48 o c. 0 ni h Lit 5 gaO "„ ,,,,; ;;;;;; S-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24”o.c. 759 GC-1 i ! GC-1 S-15 _ S-11GC 1 GC 1 S 13 S45.8 II _ S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48"o.c. 0 22 19 35 6 21 22 5 16 4 --� � s-6 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 83 1IGC-1 i S-2 S-13 GC-1 S-4 GC-1 GC 1 S-8 S 1 S 15 S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24"o.c. 24 S 6 ,I 42 22 15 35 22 66 _1--- 22 � 6 g 53flL tos rmum s.'R1 O ep pe uby Glow Ruby Glow Tea Tree 5 gallon 72 o.c. 93 S 15 S-4 t'- -1-1 -4 S 4 S 3S-4 S 3 S 1 1S-1 GC -- GC-1 S 5 S-9 Jurn rus c.'Sea Green" Sea Green Junl r 5 Ilon 7 "Pe pe 2 o.c. 23 71 45 ® 9a1 40 27 1123 5 29 247 x "S-10 M rsi f`O ne a ncana African Boxwood 5 ailon 48 o.c.y 9 0 S-4 S 11S 11 S-4 GC-1S-16 S-1 S-8 S-6 5-8 S_16 TYPICAL VINE NOTE: s 1113 4 19 5 6 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. Nandina domestica Heavenly Bamboo 5 gallon 30"o.c. 41 29 26 12 8 74 CONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL. S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 722 V-1 S-13 S-8 S-7 S$ S-15 GC-1 S-13 S-9 3$ .,:ti•.6 42 S-13 Pennisetum'Eaton Canyon' Eaton Ganyon 5 gallon 24"o.c. 25610 24 278 32 17 , , Fountain GrassATC L E U - SEE SHEET L-39 p GC-1S-13 GC-1 S-4 GC-1 S-4 S-15 S-16 S-1 N ■ a ■ ■ O S 14 Juniperus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c.34 9 101 19 26 20 37 8 6 \ j T 10 ■ S-15 Phormim tenax'Jack Spratt' Jack Spratt Rax 1 gallon 24"o.c. 774 4 2 ■ S-16 Phormium'Maori Maiden' Maori Maiden FlaxS-12 S-15 S-1 GC-1 S-4 GC-1 S-12 S-4T-1 ® 5gallon 48'o.c. 33 31 48 34 28 6 2 �: ■ "7 31 26 29 / � .' S-17 Dodonaea viscosa'purpurea Purple Hopseed Bush 5 gallon 120 o.c. 0 S-4 GC- S-4 S-15 S 13 S 15 S 12 S 1 4GC-1 5 ■ ® S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 23 22 22 24 28 15 23 61 3 iS 12S-19 Rosmarinus officinalis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 0 301 S 20 Salvia re ii Red' Red AutumnSae 5 allon 48 o.c.5-12 GC-1 S-1c. S 4 S-13 � !� ,�- ■ � 9 99 9 9 0 1$2 4718e _3 S 21 Salvia leu n� ca tha Mexican Sage 5 gallon 48"o.c. 0 co w ■ IXL — �` �' E) S 22 y ri g' ynya bie Ge 5 gallon 48"o.c. 0 � � W b ry thbie Gem Coast Rosema'W nvaCf) - w G O 1Nr COVE- - - - - _ ' F2. l R - - - <. a "'� - - - - - - ^� r chelo. nn mi e m', .,. ., i, � � _,� _ G 1 T 8 SnF> Um aS C�(f S Star,l S In Inm'r �r clr,,l1 , ,; � - - - - � I a e g I,n 24 O.C. 1 23 � E _ 1r S 12 1 a 4M� . 57 Is 15 15 S-13 W W ■ S- S-2 S-12 S-6 GC-1 S-8 S 6 S-12 S-12 S-6 S-2 S-12 T 7 T 9 S4 S-13 S 12 14 a CWl) VINES (n ■ 19 7 5 10 32 � 5 10 8 13 14 9 12T 9 25 ■ A V-1 Parthenocissus tricuspidata 5 gallon 15'o.c. Train to wall 118 1511 IL ,•. ` -4. . .. . W z 'J �„� T-7 T-9 T-7 S-12 S-13 S-12 ■ J_ ■ s 12 S-2 5-2 S 2 DA C�R K BLVU ■ 7 7 1512 TF 9 15 9 12 24 - - - - - - - 84 , _(.�Q ■ rl�_rrorslcrrr - - - - - - -�- - - - - - - 15 _ 15 - S-13 > ■L1JI 15' 10 SHEET KEY MAP Rat!i .-� ..- ...�......._. . _ - - - - - - - - - - 12 0_ j/ D4s 1z WILSON AVE GC-1 S-4 GC-1 GL, 1 S 15 S-4 S 15 S-4 BGC-1 S-15 S4 - - -- W 21 11 1s 36 s_$ r _ ,_ _ .- S-4 - - - - - - - w �; CESCRIPTION OF REVISION 23 28 ,4 38 27 25 24 20 I DATE APPROVED 1254 GC s_4 s5 s5 Y s12 ul CITY of RANCHO CUCAMONGA Cn 40 39 13 3620 S 16 ` ■ IBANYAN ST '�ic I HACK 15493 & 15902 4 35 25 10 S-9 _ —- � Q _ __ RANCHO ETIWANDA L. M . D. gS 1 - ■ WDAY CREEK BLVD., WILSON AVE., S-13 GC-1 GC-1 S-12 t4 ■ BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. � r VINTAGE AV7 70 12 5 ■ ■ ■ .� ■ . ■ . ■ ■ ■ ■ . . .1 ■ : . � I ��M CH 'I E_ 'W' SEE SHEET L-40 PLANTING PLAN S13 S-8 S4 T1 S16n r r n rvice AlertU de ou d SeROUTE 30 T S )g 36 2 N F F � �A F�UVE C EY.5 12 3 .. :_ - _ EJAI ECall: TOLL FREE „ 1 �,o •� ��„�w�� ,9�, CITY ENGINEER RCEN0. 2459PLAN CROSS REFERENCES a Ali(HIIL1*1AE)E ` iul\lGF{OUP F�lc F E� a ? DESIGN19 fi LML LANDSCAPE ARCH11 L C1 UHF SHL PLANNING 1 -800 A , 10621 CHURCH STREET, SUITE 106 FOR NOTES AND LEGENDS, SEE THIS SHEET 10 SCALE: 1" = 30' DF3AWN `FOR DETAILS SEE SHEET L-42 RANCHO CUCAMONGA,CA 917304 2 * 3, �A MLD/JDD (909)484-2800 FAX: (909)484-2802 L-33 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5 S-12 4CFil CKED RLA N0. 2832 WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-19 48 rF OF C A�-���� RWK 8/28/02 L FLAWING NO. _ _ DATE JOB N0. 0104-5 f gj D 3 S i[ E 1 2— U MATCHLINE 'U' - SEE EET - S-1 GC-1 S-1 GC-1 S-15 ■ • • • ■ ■ • ■ . . . 13 20 24 56 S-13 S-4 S-13 rs 11 ` * PLANTING LEGEND: 32 9 Q :— S-22 � , r i '�` �'� '- r. S-19 GC-1 S-13 S-3 20 17 40 C,) _ S-4 g1 49 72 6 4 GC-1 S-13 S-1 V 1 LU i S 11 M ,,�, * 26 SYMBOL 32 33 ■ CAL L OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY, CO : S-1 ,� . , S 17 S 3 S-4 GC 1 17 38 25 4 " 'ti4 „ ff^t_ 7 34 18 26 S-4 GC-1 O V-1 S-4 GC 1 ■ TREES �f, 24 S 15 S-4 S-3 S 3 W ■ 0-4 '� 3 j T-2 S-4 S-15 27 26 17 3 00 10 17 8 5 ' ■ O T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 4 ■ � ;� �_F ;�:� * _ x' �M 15 3 23 25 S-15 I I I ■ ■ GC1 S15 S-11 S3 S15 _ ■ , * - S 11 1 ■ O T-2 Brach chiton neus Bottle Tree 15 gallon 25'o.c. Standard 3 � � S-16 � � 1 - � � �} s ) - 29 10 � Y P� W k t 21 39 U 5 4 25 (1 W 7r=. a v * `,� # S 1 Q °° O T-3 Rhus lances African Sumac 15 gallon 20'o.c. Multi-Trunk 0 * , ■ S J ,: - (n ■ , , - � ;� Y , , ;` * ��, � 0 T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 r. t : `; • T 5 La erSfrnemia x'Tuske ee' Rose Pink Crane M rtle 24"Box 20'0. . Multi-Trunk 22 _ _ 3 w r r S 9 9 c8 - • ;' ��. - P n s r Standard ■ ' ;,rte, i _ - §, lata u. ace.mnsa California S�..amnre 15 anon 3.o.c 0 �; — r - - ° ' ___ — � 1 r �: �" � � �' A T-7 Pvrus callervana 'Anstncrat' Aristocrat Pear 15 gallon 25'o.c. Standard 47 j � s S 12 S 12 S 16 S 12 S 4 S 13 , MOW _ {, uNr n��;cF,. �� F xe! f 1 ra r r>. - - - _ _ _ _ _ �J ;r ( + ) T 8 Rhus lances African S,,mac 15 gallon 20'o.c. Standard 0 (� ■ 24 , 36 2 • - 21 5 11 23 26 21 - _ _ _ . : _ _ _ f ' W ■ - - " - - - - - - - . W O T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard 17 F— ■ Q � ■ ■ i7■ ■ ■ ■ ■ ■ ■ ■ ■ �, ,, ■ ■ ■ ■ ■ ■ ■ ■ _ ■ O T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 0 1 r , _ _ T-9 S-19 T-7 T-5 T-5 S-15 1-9 T-7 ■ ~— GC-1 t —t- - _ 59 fi0400- - 1 5 3 ' 15 12 _ 4 2 I 4 2 2 3fi 1 F 1 15 1 O T-11 Brachychiton acedfolius Flame Tree 15 gallon 30'o.c. Standard 0 • z �: 143 ----+ �• ^ DAY CREEK BLVD. - - , -- - � — -� — - - —�; • . O GC-1 ~ r W ■ T1 S-4 T-9 T-7 29 _ ■ ■ ■.�-•■ ■ ■ � ■ ■ � ■ ■ ■ ■ +■ ■ ■ ■. - ■ ■ ; W SHRUBS ■ �' J 36 2 31 1F7 1512 0 S-1 Abe6a grandiflora Edward Goucher Abelia 5 gallon 48"o.c. 225 ■ ,■ S 4 ts' 15 t5' t6' ■ ■ = 'Edward Goucher' t 20 _ Ax U,.J S-2 Berlleris thunbe ii Crimson PvQmv Barberry5 gallon 30 o.c. 0 11 _ ■ cf'c"ts( ' nisor P,J my I . — S-3 Dletes bicolor Yellow Fortnight y g gallon 48 o.c. 115 ■ l - - - -- - - - ...<-_ t _$ . -- y... .,- ..-,_ - � i I. h ° . _- k�,,. t. ; „ m.-mac ,UI' .a.. „ J 5 a „ I S-4 He. n. ..alis hvhrds(Dwarf Red) Dwarf Red Ev rnreen Davlil 1 gallon 24"o.c. 961 ■ , �' S-12 �� ' ``� t . �"' °) S 5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48'o.c. 0 ,,, ■ - - - - 75 , _ ■ Q S-6 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 0 ■ v r• GC-1 S-4 GC-1 S-15 S-4 F �j ■ ■ S 12 ; Xl; } S 16 GC-1 S-4 ■ t _ ■ iCi�ltl S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24"o.c. 183 0rS-3 1 ■112 27 47 43 22 37 57 17 I ■ O S-8 Leptospermum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72'o.c. 0 ■ rS 1 rS--3 S 15 S 4 S-11 S-4 S-3 S 13 S 15 2 ■■ S 16 %%%%= 15 ■ ® S-9 Juniperus c. 'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 46 ■ "s"s"s"s' ` ' 27 g 100 30 36 36 4 30 GC 1 ■ 16 Q S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. 0 ,,,,, S-4 S-13 ■ ■ S-4 ;;;,� S-9 S-3 S-13 S-15 GC-1 S-15 GC-1 30 ■ 11 42 32 12 ■ " S11 ,., k-. 18 10 ;, 17 21 45 Nandina domestics Heavenly Bamboo 5 gallon 30 o.c. 134 ' ;;; ■ ■ ■ ■ ■ ■ �a ■ ■ 121 OT I CONT CT � ' ■ �i�� S-12 Nandina domestics'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 271 ■ S 1 ss;' � i S-1 GC 1 GC-1 : 24 [CCC CC CC CC II : FOR FUTURE REFERENCE ONLY ■ ■ 132 22 S 13 Pennisetum'Eaton Canyon' Eaton Canyon 5 anon 24"o.c. 216 36 ■ ■ ■■r-■ ■ ■ • ■ ■s-�■ ■ ■ ■ -■ ■ ■ ■ ■ ■ ■ ■ ■ y Fountain Grass g S-3 S-4 S-4 S-13 GC-1 S-15 S-15 1 MATC H L I N E 'W' - SEE SHEET L-40 GC-1 rS 12 Gc 1 s-15 �_1 S-14 Juniperus saNna'Buffalo" Buffalo Junipers 5 gallon 72"o.c. 0 ■ ■ � ■ ■ ■r -�a ■ ■ ■. ■ ■ ■ ■ ■ [] 7 22 57 12 45 23 30 6 _j 30 22 52 22 27 ® S 15 Phormim tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 849 S-7 GC-1 GC-1 S-3 S-15 S-3 S-11 rG 1 rS4 W 111 24 14 5 20 3 10 S-3 S 4 S 15 GC-1 S_4 ® S-16 Phormium'Maori Maiden' Maori Maiden Flax 5gallon 48"o.c. 54 ♦ 14 LL I 3 24 32 33 14 ■ O S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 7 37 ♦ S-3 S-4 S-4 S 4 A --- - r 4 16 55 __ S 4 S-12 S 13 S-13 S-3 S-12 (D S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 ` - 49 29 46 25 13 5 7 S-19 Rosmannus offlclnatis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 52 LIJ-- - - ■ y a _. : .> .«� .. -. _ e .., {. -, S-20 Safina req ii'Red Red Auh,mn Sae anon 4 LA lnxr _ ` _ ` - 0 S-21 Sab, a ie.,rl.rtha Mrxica S, galIon 48 o.c. 0 - - - - - _ _ r, � ne jj 3 �Ow,, t t f �, _ W q a h. ,em II ` o.c. �� � { �_ � C S 22 W�,n,;Aht,�E� Gem' Wast F;r,Sen 5 5 ■ S-13 GC-1 rS 15 S 15 �rGC_3� T-5 T 5 S-4 ■ T 7 T 9 ■ W GROUND COVER 13 U ■ 14 S-4 S-7 24 2 4 2 65 40 17 25 S-15 S 13 GC- ■ S 4 GC 1 S 15 ■ ■ ■ 45 72 ca 1 85 65 36 29 67 33 15 68 24 32 69 15 13 T F g 7 o,0 Z W GC-1 Trachelospemrum jasmiodes Star Jasmine 1 gallon 24"'o.c. 1456 S15 _ F-- T--9\+ GC-1 - 21 22 ■ - VINES W ■ TF2 82 DAY CREEK BLVD. A ; w � ■ T 7 S-13 S-3 ■ Z A V-1 Parthenocissus Mcuspidata 5 gallon 15'o.c. Train to wall 92 _ ■ 15 1 . J _ ■ 10 22 W = S-15 Z ' TYPICAL VINE NOTE: �- J ■ 21 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR ■ Q _ ■ 0 TO LOCATE VINES ON STREET-SIDE OF WALL. ■ Q ■ / • ■ � S-15 GC- S-15 S-4 S-15 GC- ■ ■ /� 26 19 31 16 22 17 GC- S-15 GC- S-15 _ SHEET KEY MAP ■ - I 26 31 28 26 . I -- > Uj W -�— - - - -- It SrNI AVE ._ ___ __._.___ J J Z R -- f. - :.- a. - - -.. - Z U) ���. rn DESCRIPTION 0E- REVISION ■ 5 4 ,� x _ CD E S C DATE aPPF�ovEo z 4 CITY of RANCHO CUCAMONGA W ■ O w W ■ 71 727171 ��//�� T RACT 15493 & 15902 U) ■ - t- - t - - —�— - T-9 T-7 - 1 -BANYAN ST. - m DAY CREEK BLVD. TF 15 4 0 - - RANCHO ETIWANDA L. M . D. DAY CREEK BLVD., WILSON AVE., W ■ L =ter VINTAGE AVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. Z ■ Rl � _ ' 1 �� PLANTING PLAN ■ ROUTE 30 Underground Service Alert N T A �PHL)V[ « EKY. , , LJA I E �,P`'° SCgPF 4 CITY ENGINEER RCE No. 2459 Call: TOLL FREE ■ �° ,�"n'"�Q, �� AI;CH� f E Hf�iA UE I��� (IFi( 1.1 PLAN CROSS REFERENCES � a � s Il F�[COMM[ N ` � ■ r' ' LML LANDSCAPE ARCHITECTURE ,-z " SITE PLANNING ■ � � 10621 CHURCH ST Rt E 1, SUITE 106 V 1 -800 FOR NOTES AND LEGENDS SEE THIS SHEET ) . � UI 1A`v''VN RANCHO CUCAMONGA, CA 91730 `.�I II E I FOR DETAILS, SEE SHEET L-42 - 7 31 . 4 * MLD/JDD (909) 484-2800 FAX: (909)484-2802 L-34 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45oma FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-6 sr9r � Q?�P CHE CKE_L) RLA NO. 2832 H IAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-20 SCALE: 1 = 30 F OF CA���o RWK g/28/02 13 ,L � DATE .TOB NO. 0104-5 SF1E_E f �� Uf PLANTING LEGEND: SYMBOL I CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS Q1Y. ~ NOT A PART OF THIS PROJECT TREES W ._ _ MWD RNV■ W ® T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 0 ■ O T-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 0 ■ U) ■ U) * T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Tnmk 13 LL I � 42 O 15 15+00 — _ — 116 — — — 17 18 o T-4 Ginkgo frlroba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 0 4 � I � — — — ---�L — _ 19 20�00 ■ — -� _ _ _ _ W O T-5 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi-Trunk 0 z BANYAN ST LLJ W ■ � ® T� Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard 0 X= - ? _ _ - T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 0 *i .. _.._.. . - f { s- - r _. v -t.. ."�`. .., §. a .. _: :f- z .►, o: a -. - s - _ .}( '� 1 Y., : \- t TV ,_. t^g. .. r..:... r`.. f.r, . :- r- �.: .:'.. �., _I y� yi 's. X .. .' Z_ ^ - �`. - l X~e �� }. F f r : T► s .} ` ► fi4 ( + ) T-8 Rhus lanrPa P,ircan Sumac 15 gallr n 20'�.c Stan'^tet 2 U] g w T.q W.>­..,.,,­a rnh!r,ta kA,Y, a„ rar, Palm RT an 2. .c St _j CIS) 6137 '■ _ � T-10 Lagerstrcemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 83 O S-22 -10 S-21 S-16 S-21 S-22 S-21 S-16 S-21 S-22 S-21 rS 21 S 22 ' US-16 ■ O T-11 Brachychiton acerifolius Flame Tree 15 gallon 30'o.c. Standard 0 (� II 4 23 9 4 4 4 15 4 4 4 4 19 4 4 17 Q II : I I \ SOUTH CALIFORNIA EDISON R/ W SHRUBS O S-1 Abefia grandiiflora Edward Goucher Abelia 5 gaflon 48"o.c. 45 'Edward Goucher' S-2 Berberis thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 0 ■ 'Crimson Pygmy' Q S-3 Dietes bicolor Yellow Fortnight Lily 5 gation 48"o.c. 0 ■ W ■ ■ %%%%%% S-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylify 1 gallon 24"o.c. 0 ■ U ' NOT A PART O F THIS PROJECT W: W o S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gaflon 48"o.c. 0 U) • „ .__..2.... ._. _,.o-m.. _. _- -- _ - - M.W.D. RNV z■ � Lantana' a White' Dwarf White Lantana 5 gallon 48"o.c. 117 - W A A ■ _ 1 _ — -__—__--_—_--_---� ----------_--i ------- - -------- - _�-�_ _— --------------1�-- ---------------J�`------------- �l z (n S7 Lavandulastoechas'Leucaniha' White Spanish Lavender 5ga11on 24"o.c, 0 ■ - - - - --- -- --------- ------1—� — — — -- Q i W _� _ -- ■ O S-8 Leptospermum s.'Ruby Glow' Ruby Glow Tea Tree 5 gaflon 72"o.c. 0 U) ' S-22 21 22 U ' ® S-9 Juniperus c.'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 0 ■ 23 � C) ; 5 - - _ _a__-_— - - - _�_ — — _ _� _ — — _24 � — — — 26 — — — 27 . W 0 S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. 0 ■ W ■ t o S-11 Nandina domestica Heavenly Bamboo 5 gallon 30 o.c. 28 W BANYAN T. z S ■ ■ ®LU 0 S-12 Nandfna dornesttca Nana Dwarf Heavenly Bamboo 5 gallon 24"o.c. 190 e ■ _ , Y _ i r x<.. r r- t _ll i.. g 1 �. ■ iSpfi n n n nn � � � � � x _ r �--� - � 5-13 P rm'Eatnn Can _n Fatnn Ca vnn 5 gall.., , z Ir ' __1 � � � ■ �•� �-14 J n'n�r�,c gahina Buf'alr' °�;"�'o hirnT-�•� 5 pall-•� o.c- f Q y Tr Q ■ 7768 v�?.RNV ^ (� S-15 Phommlm tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 0 ' 4J ■ ■ Q ® S-16 Phormium'Maori Maiden' Maori Maiden Flax 5gallon 48'o.c. 40 T-10 S-21 rS-16 S-21 S-22 S-16 S-21 5.22 4 ?6 S-21 S-16 S-16 S-21 S 22 S-21 S 16 S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 0 5 4 4 18 5 4 20 4 2 2 9 16 4 3 , O ■ ® S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 SOUTH CALIFORNIA EDISON R/ W S-19 Rosmarinusotficinalis'Prostratus' Dwarf Rosemary 5gallon 72"o.c. 0 S-13 S-1 S-12 Q S-20 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. 43 18 31 10 Q S-21 Salvia leucantha Mexican Sage 5 gallon 48"o.c. 121 S-12 S-12 S-13 S-6 S-22 S-20 S-12 S-6 S-6 S 22 -1 36 10 15 24 21 25 10 10 15 E) S-22 Westringia Wynyabbie Gem 5 gallon 48"o.c. 213 TYPICAL VINE NOTE: wynyabbie Gem' Coast Rosemary VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR V-1 S-20 S-22 S-11 S-21 S-1 S-12 rS6 S-12 S-21 ■ TO LOCATE VINES ON STREET-SIDE OF WALL. �. ■ GROUND COVER 21 11 3 28 9 14 25 21 10 28 > ■ ' I / T-8 GC-1 Trachelospermum}asmiodes Star Jasmine 1 gallon 24'"o.c. 0 ■ . ■ �T3 15 2 VINES —-- f-'" ■ J; > .. <-� k:' _` ;" V-1 Parthennrissus tricusnidata . . _ � - �,- t ' - E L 5 gaflan 15 o.c. Train to wall, 21 ? � � U •" - Q I"_ W NOT A PART OF THIS PROJECT �- s . t i l I W I / \' Al - - J s S 12 _ 12 — — 14 JP . •X.�. .— • . . . . . . . . . . W W F-- T-10 S-6 1 S-12 T-3 1-10 S-12 S-6 S-12 S-6 11 � W 27459.97 28 29 4 5 14 31 22 O W ■ — — — I — _ --�---- — — I _ ,� _ _ — _ �_ — 15 7 4 5 23 — 14 — 10 33 — — g` — 34 T 1 �— `-" BANYAN ST. �� w R--W z SHEET KEY MAP W A,.- .... .. s ^- U Y 0 Ali- U ■ 18�� 5?01 , Q `J C) I I r� Q x S 21 S-22 S-21 S 16 S 21 S-22 S-21 S 16 S-21 , S-22_ Z S-21 S-16 S-21 T-10 S-6 z 5 20 6 4 4 �._ 21 4 4 4 14 '� U � wlLsoN AVE • LTJ - -- - _ - 3 I a 4 42a 10 w DESCRIPTION OF REVISION ■ W v �- ---- _ w W I i _rte DATE APPROVED LL }� o > < CITY of RANCHO CUCAMONGA U I - a Cr TRAC1 15493 & 15902 �-' D Q BANY"NST - m RANCHO ETIWANDA L. M . D. � DAY CREEK BLVD., WILSON AVE., BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. _ — r VINTAI`,F AVE 0 a Underground Service Alert SCALE: 1" = 30' ei 0 PLANTING PLAN ROUTE� APP[ UVE.[.] BY, UA 1 E : o�- N T 5 CPN i SC APE ' CITY ENGINEER .� RCE No. 2459 Call: TOLL FREE PLAN CROSS REFERENCES U � a�-� mw�a� 9� DESIGN ARcF�II E RFA DL SI Iry cF3ouF� � LML LANDSCAPE ARCHII t C1 UR[ F3E COM N U << 1 800 — FOR NOTES AND LEGENDS, SEE THIS SHEET C � S11 PLANNING f v FOR DETAILS, SEE SHEET L-42 c DFdAWN RANCHO CUCAMONGA,CA10621 CHURCH S1 HE t 1, 1917 0 SF ;[ t i 422-4133 FOR SPECIFICATIONS, SEE SHEET L-45 * - MLD/JDD (909) 484-2800 FAX (909)484-2802 L-36 )aI FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-8 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-22 �qr oQ�` CFiE CKEU RLA N0. 2832 E)F�AWINC� NO. For= c RWK DATE 8/28/02 NO. 0104-5 -- - —JOB PLANTING LEGEND: N CY) J SYMBOL ■ CALL-OUT BOTANIC NAME COMMON NAMEIZ SPACING COMMENTS QTS, ■ ■ : W TREES X YOUNG CALIFORNIA HOMES PROPERTY ®O T-1 Platanus rac emoss Ca*mta Sycamore 36"Box 35'o.c. "_Trunk 0 ' (NOT A PART) ■ W 1 i O T-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 0 c,D ■ M ■ ■ W - - • ■ � T-3 Rhus land African Sumac 15 gallon Wo.c. Multi-Tnxrlt 0 J ■ • ■ s %+ • T-4 Ginkgo bil Ginkgo 15 gallon 25'o.c. Male Trees Only 0 W W ■ _ r-�v',' O T-5 Lagerstroemia x Tuskegee' Rose Pink Crape Myrtle 24"Box 20b.c. Multi-Trunk 0 Standard � ■ - - - - - - - - - - - - - - - - - - - - - � Z � T4; Platanus racemosa California Sycamore 15 gallon 35'o.c. 0 W --- -- - - - -- - - - --- - - - - - - --- - - - - - - - -- ------- - - - - - - -- - - -- - - - - ---- - - --- - -- - - --- - ---- - - - - --- --•�T- --- - - - - - - - - - - -- - - -- -- - • - - - - --- - - - - - - - - - -_- - - - - - - - - _ - - - -- - - - -_ - - - - - --� J O T-7 PyruscaAeryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 0 (/� ■ 35 f- ' -'• --- ' -- - - --■ V -- O T-8 Rhus iancea African Sumac 15 gallon 20'o.c. Standard 0 J -l-- - I---- - ---1 �'_ _ rI ■ O T-9 Washingionia robusta Mexican Fan Palen BTF per Plan 25'o.c. Standard 0 O ■ v BANYAN ST. Q MWD PIPELINE CL " W ■ r O T-10 Lagerstroemia x Muskogee Purple Crape Myrtle 24 Box 20o.c. Standard 15 ■ M Z ■ :!s I. . . . . n o ■ J O T-11 Bractrychiton acerifofius Flame Tree 15 gallon 30'o.c. Standard p CL_ ■ ■ JL W _ � sem. y - - ---- .-- -' - ..,-.._ o n♦lo a � �i- �f�t # fir - ,`-�-s �s -LIJ SHRUBS ■ '1 -} _ _ Q ■ — £ n ■ I 17 I tv... ' +■ y � S-1 �. S 1 Na rra Edward Goucher Abeha 5gallon 48 o.c. 19 'Edward GoucherO . . , W S-2 Berberis thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 0 ■ �. �` Y nY 'Crimson Pygmy' ■ Q S-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 0 ■ rl S-6 -10 S-16 S-21 GC-1 S-15 — L -X\ I` ► " v S-4 Henerocallis hybrids(Dwarf Red) Dwarf Red Evergreenylity Da1 gallon 24o.c. 0 z 6 4 10 4 4 113 26 ■ S-21 S-16 S-21 S-1 S-22 S-1 S-16 W �� � -' �3 '_fn ! i O S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48'O.C. 0 8 14 8 10 15 9 1 . z T`-�.,, �� r�� � ,. " U _..1 j` ;` ` Sf Lantana'Dwarf White' Dwarf White Lantana 5 gallon as o.c. 6 . V � ® S-7 Lavandula stoechas'Leucanlha' White Spanish Lavender 5 gallon 24'o.c. 0 S Q ,��� w ; O S-8 Leptospem►um s. Ruby Glow' Ruby Glow Tea Tree 5 gallon 72 o.c. 0 S-9 Juniperus c.'Sea Green' Sea Green Juniper 5 gallon 72"o.c. 0 I f' Q S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. 0 ® S-11 Nandtna domestica Heavenly Bamboo 5 gallon 30"o.c. 0 ® S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 0 N S-13 Penntsetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 0 i MFountairus MUM 1 S-14 Junipe3uffaI0' Buffalo Grass 5 gallon 72"o.c. 0 J I ® S-15 Phommn tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 68 W ' W S-16 Phormi='Maori Maiden' Maori Maiden Flax 59aAon 48"o.c. 19 t ■ nRANCHO ETI WAN DA PARK S-17 Dodonaea viscasa'purpurea' Pure Hopseed Bush 5 gallon 120'o.c. 0 ■ ® S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthome 5 gallon 60"o.c. 0 � { I W0SEE PLANS BY ARCHITERRA DESIGN GROUP i ( ■ C O S-19 Rosmarinus officinatis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 0 (NOT A PART) M _J Q S-20 Salvia gregge'Red' Red Autumn Sage 5 gallon 48"o.c. 0 l` S-21 Sahrta leucanlha Mexican Sage 5 gates 48 o.c. 20 �. e S-22 Westringia Wynyabfxe Gem 5 gallon 48"o.c. 15 ■ _ 'Wynyabbie Gem' Coast Rosemary _ ----------------------•--•--------------•--------------------------------------------------------------------- -- - - - - - - - • W GROUND COVER :---------- --------------------------- ----------•- ------------•-------------- ------------ ------------ ------------- ------------ ----------- -------- --- - - - - - -- - - - - - - - - - - - ----- - ----------- - -- ---- - - - - --- - - - --- - - - - - -: C-1 T smiodes Star 1 gallon 24'"o.c. 141 46 45 K BANYAN ST. �- G rac+�,ja � .* a � . a-. . � � a�� � � GC-1 _ _ I— S-15 — 4a — — - - - - - - - - - - - ----- - - - - -. ■ 22 42 GC-1 S-15 _1 U) VINES f L1,1i ■ GC _ M 51 40 ' 44 V-1 Parthenocissus triaospidata 5 gallon 15'o.c. Train to wa1 42 MWD PIPELINE CL 'lo A IF 1 1999 1W t oafv a : -10 K N W ■ � 25 (n ■ 4 5 IS, SHEET KEY MAP Ccjci J ■ co TYPICAL VINE NOTE: PHASEII I i /'� _ ■ VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR TO BE COMPLETED AT LATER DATE W U ■ TO LOCATE VINES ON STREET-SIDE OF WALL. a WILSON AVE x I Q I -- DESCRIPTION OF REVISION Uj DATE APPROVED o -- a - Q CITY of RANCHO CUCAMONGA W TRACT 14496, 14495, 14523, 14494, BANYAN ST. r m 14493, 14522, 14498, 14497 & 15902 RANCHO ETIWANDA L. M. D. Q ' DAY CREEK BLVD., WILSON AVE., 0 NTACE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. OLh PLANTING PLAN Underground Service AlertSYMBOL LEGEND ^� N.T.S. APPROVED BY: DATE: >/1IIX4� Cali: TOLL FREE �►*°S C"wE ,9 CITY ENGINEER �u,U� RCE No. 2459 TREES SHRUBS PLAN CROSS REFERENCES y° sae s DESIGN ARCHITERRA DESIGN GROUP RE ENDED ��, LMUKPF LANDSCAPE TE PLANNING ARCHITECTURE 1 -800 10221-A TRADEMARK STREET CALL-OUT FOR NOTES AND LEGENDS, SEE THIS SHEET - RAWN RANCHO CUCAMONGA,CA 91730 SHEET It SYMBOL CALL-OUT FOR DETAILS, SEE SHEET L-42 31 os * MPH/JRI (909)484-2800 FAX: (909)484-2802 L-37A 422-4133 SYMBOL FOR SPECIFICATIONS, SEE SHEET L-45 9. REVISED8/23/04 TWO WORKING DAYS BEFORE YOU DIG SIZE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-9A SCALE: 1" =30' �� °° ��� CHECKED REVISED 12/03/03RLA NO. 2834 DRAWING NO. (gal./box/BTF) QUANTITY QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-23ArF o F 0 P, JAF/RWK DATE 8128102 JOB N0.0377-5 1803-L SHEET OF PLANTING LEGEND: SYMBOL CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTSTAY. TREES ■ ■ O T-1 Platanus racemose California Sycamore 36"Box 35'o.c. Multi-Trunk 0 0 T-2 Brachycfiibn pofx,lneus Bottle Tree 15 gallon 25'o.c. Standard 0 ■ * T-3 Rhus lancea African Sumac 15 gallon 2Yo.c. Multi-Tnmk 0 r • T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 i & T-5 rstroemia x Tusk ' Lege egee Rose Pink Crape Myrtle 24 Box 20o.c. MultiTrunk T � ` W � C'7 ■ _ - ■ W ® T-6 Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard 0 ■ s __ "- "" .- _,�N t� �r~ = O T-7 Pyrus calleryana'Aristocrat Aristocrat Pear 15 gallon 25'o.c. Standard 0 W ■; _ _____----- '" I - / - -"W, ■ t T-8 Rhus lancea African Sumac 15 gallon 20'o.c. Standard 0 ■ _�,.�_�__�_�_ ��-=,-�-� _�:�����.._ .�n.. _ �. .r ....K .. :, . _ ,� .. .,- �. : f� �g `•'� = robusta n Patin Plan 25'0 ■ O T-9 Washingtonia Mexican Fa BTF per .c. Standard 0 W ■ ��_ W O T-10 Lagerstroemia x'Muskogee Purple Crape Myrtle 24"Box 20'o.c. Standard 15 -- - - - - - - - - - - - - T _ - - - - - - - - -_ - - - - - - -` - - - - - - -_- _ ■ O T-11 Brachychiton acerifdius Flame Tree 15 gallon 30'o.c. Standard 0 r - -- - - ---- -- - - - - - - - --- - - - --- --- - - - - -- -- - - - - - -- - - - -- - BANYAN ST. 47 48 49 50+00 GC-1 W GC-1 S-15 GC-1 25 W SHRUBS ■ Z_ Z 43 43 43 0 S-1 Abelia granddiora Edward Goucher Abelia 5 gallon 48"o.c. 37 Jk _J 'Edward Goucher' 71 _ - V S-2 Berberis thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. p „_ - Crimson Pygmy, ■ - O S-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 15 Qom: . -- _ _ ( rf _ -- - --- --_ _ _ _ _ -4 Hemerocallis hybrids Dwa Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. p ■ S-5 Lantana'Dwarf Pink Dwarf Pink Lantana 5 gallon 48"o.c. p ■ r S-6 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. p END OF ■ S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24'o.c. V-1 SWALE V-DITCH ® Spa 9a 0 T-10 PHASE 11 24 ■ 4 1 O S-8 Leptospemnxn s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 41 TO BE COMPLETED AT LATER DATE ■ S-9 Juniperus c.'Sea Green" Sea Green Juniper 5 gallon 72"o.c. p ■ ■ Q S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. p r ® S-11 Nandina domestica Heavenly Bamboo 5 gallon 30"o.c. p ■ ■ ® S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. p ■ ■ S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. p Fountain Grass QS-14 Juniperus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. 25 ® S-15 Phomft tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 131 S-16 Phormium'Maori Maiden' Maori Maiden Flax 5gaBon 48'o.c. 49 S-17 Dodonaea viscosa'purpuma' Purple Hopseed Bush 5 gallon 120"o.c. 0 • / S-18 Rha 'd indica'Clara' Clara Irxifan Hawthome 5 60"o.c. ® � � 9 o OS-19 Rosmarinus officinds'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. p S-20 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. p S-21 Salvia leucantha Mexican Sage 5 gallon 48"o.c. p E) S-22 WesMngia Wynyabbie Gem 5 gallon 48"O.C. p ■ 'Wynyabbie Gem' Coast Rosemary ■ ,, �� GROUND COVER ■ ' W ,,•' .- EM GC 1 Trachelospermum jasnriodes Star Jasmine 1 gallon 24'"o.c. 366 W it' 2 W VINES ■ ,, ..t . , ■ ,�, A V-1 Pa►thenocissus tncuspidata 5 gallon 15'o.c. Train to wall 46 Q W W ■ .. RiW_ s. .. r<.�': S-14 � O W • 10 BANYAN ST. oC T-10 GC-1 S-15 rS-3W'Go_C�A S S-15NrGC-'1NV- S-3 S� S-14 ___ . GC-1 — S-16 (r LL ■ NaLl Y 86 99 r �- 1 373 32 34 3 2 15 74 13 ■ a W � _ ■ GC-1 SHEET KEY MAP V 14 W • • • • • • • • _ • • ♦ ,�J S • [ J $ W 9 Z _ WILSON AVE. V le ■ W — . . . . . . — — .. . . . — — W DESCRIPTION OF REVISION V-1 GC-1 S-16 -10 S-1 GC-1 S-3 GC-1 S-16 S-1 S-3 rG -1 S-8 3 U > u; DATE APPROVED CITY o f RANCHO CUCAMONGA ■ 18 24 4 7 13 29 2 16 12 15 2 36 41 Q W Ix BANYAN ST. TRACT 15493 & 15902 ■ i � ■ SCALE: 1" 30' - m RANCHO ETIWANDA L.M. D. ■ = � ■ DAY CREEK BLVD., WILSON AVE., r = NTACE AVE. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. ■ TYPICAL VINE NOTE: o r VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR ` PLANTING PLAN ■ TO LOCATE VINES ON STREET-SIDE OF WALL. Underground Service Alert SYMBOL LEGEND ■ ROLITE30 N.T.S. APPROVEI) BY: _ DA 7'E:� lQ ' PLAN CROSS REFERENCES ly,DSCAPt CITY ENGINEER RCE No. 2459 • Call: TOLL FREE �' 4 TREES SHRUBS yjr MW- e DESIGN ARCHITERRA DESIGN GROUP REC E ED �' LML LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET �' SITE PLANNING 1 -800 CALL-OUT FOR DETAILS, SEE SHEET L-42 g� � y DRAWN RAANCHOC CAM NA'CAls o SHEET 422-4133 SYMBOL CALL-OUT FOR SPECIFICATIONS, SEE SHEET L-45 731-0 * MLD/FAC/MPH (909)484-2900 FAX: (909)484-2802 L_38 SYMBOL FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-10 �, �W '- SIZE FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-24 �9 Dat � CHECKED REVISEDI2/03/03RLA NO. 2834 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG (gal./boxBTF) QUANTITY QUANTITY OF C A RWK DATE 8/28/02 JOB NO. 0104-5 1803-L SHEET OF t S-20V 1 S-20 1-8 1-3 S-19 S 20 T-8 S-20 V , S-1 214 33 15 4 15 5 20 18 15 3 1, 4 46 PLANTING LEGEND1 S-1 T-3 S-11 S-22 S-3 S-11 S-20 S-1 S 3 S22 T-1 S-20 S-11 73 48 13 16 75 36 2 SYMBOL 90 15 3 __ 28 27 60 _ ---- _ 5W CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS OTY. s 19X, .r TRFF7 7 sA J A1 f 7 i ,, - - ,. _ ,. f _ !- -+ x , - a : .r . .. !`-_ 1 6 _ s�•.: 1 P�tRniS rPmn n 1 h. s a sa lif mia c mn � I Ca Sv a re 3f Box 35'o.c. Mlrlti-Tnmk 3 - ' _ _� a * . ,. ,/j. .,..(`\, �,a R-�_.t_ ;-. ,�_._ '[��` .'`e�kh.f}� � �k *�. * � ,. • ..* _ , - � " T-2 Brac vrhitnn pnnuneus Battle Tree 15g anon 2. o.c. Standard 0 .: -, , . y l/ _. - __#/ ,\# F , �➢1 F£ _. � s #� 1�`1 h�_#,.i._.�-_"�'� n,� � .. _ , �.� �=�,. s 5 e anon 20' c MIti-T nm k t 6W0 ~ T 3 Rhus If Afa �uaC � 9 9go T-4 Ginkgo hilioha Ginkpf 15 gallon 25'o.c. 0Male Tree,�0 y� W 44 ? V T-5 Lagerstroemia x Tuskegee' Rose Pink Crape Mvrtle 24"Box 20'o.c. Multi-Tnmk 0 � Q j` = co T-6 Platanus racemosa Califomia Sycamore 15 gallon 35 o c. Standard 2 o-12 S-3 S-6 S-3 -19 5 iS-19 _ (� ( 21 25 22 16 5 17 S_19 _j ~ O T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 251o.c. Standard 0 _ 1 Q- Y 10,00 S-2 S-19 S-2 12 T-10 S-6 S-12 S-3 14 Q W O T-8 Rhus lances African Sumac 15 gallon 20'o.c. Standard 10 (,j_ W - 15 I 12 - 34 _ 414 I_ _ _� _ 4 4 _ '3 14 56 21 1 — _ _ W a T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard 0 __i O CES-3 S-12 S 19 WILSON AVE . s 2 S 3 S-6 S 19 0 > O T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 52 Q U 4 2 5 60 11 30 5 10 9 �::t. W O T-11 Brachychiton acerifolius Flame Tree 15 gallon 30'o.c. Standard 0 Zz W Q _t AFc lis O.n aiflrra E ! nrd G^ufhPr Atx�i 5 9rllnr 48' O.C. 333 j" ire- tee- .. ' 9 I 30 oc !% ''.f^S tf Ilrlhn"ql-' �Ires rf'>J:0"'y�a��T' b al nn=-2 Cnmson Pygmy 0 S-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 213 S-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 0 T-10 S-2 S-12 rS2 S 12 S-2 S-12 ( 43 5649 76 0 S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48"o.c. 0 4 19 59 37 I 0 S-6 Lantana'Dwarf White' Dwarf White Lantana 5 gallon 48"o.c. 108 S-7 Lavandula stoechas'Leucantha' White Spanish Lavender 5 gallon 24"o.c. 0 T-3 O S-8 Leptospemtum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 0 15 3 S 9 Juniperus c 'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 0 V-1 Q S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. 0 24 TYPICAL VINE NOTE: S 1 T-3 S-1 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR ® 5 11 Nandina domestics Heavenly Bamboo 5 gallon 30"o.c. 173 45 15 5 92 TO LOCATE VINES ON STREET-SIDE OF WALL. ® S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 492 S-19 5-19 S-22 S-19 S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 0 4 18 56 21 i Fountain Grass • S-14 Juniperus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. 0 S-20 S-19 -$ S-3 S-6 S-3 �t ftp (� - S-15 Phormim tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 25 19 22 36 13 27 P ,� —j ' S-16 Phormium'Maori Maiden' Maori Maiden Flax 5gallon 48"o.c. 0 S-3S 19 S-3 S-6 F ■ F ' 25 10 6 3 ■ W O S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 0 ■ W ;' l S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 - , , # . , 1 S 19 Rosmarinus officinalis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 204 ■ y 1 , O y V) L1J � ` t " A. J ! _ 3 i A E �Q salvia rn. it !' P 1 r, Au ,r o.c. 15, W �. ~3„r � � �.. _ �, _£ x ,� .� � .� i �. '� � - � � � � Sa q 'tq Re, � 'i Sane 5 anon 48 4 r _: s 6 : .: .. Y i _� A € 3 - ' .L� -.._.:, � �.__r,..ix '...i\..a-. � ,,...�..-. f..a.-.'�_h_ �,.+.�:- - `- i. _.k J. - # # - - S 2. Sal a f'l)f a'1 8 �. YI..'3f! r) _._ � II 48 o c . * .qs �<_,c - a.i ,.�>,. >',= -._" _�''-a ��/L __!• ,_/ice>._��-���n > � -; tF - $ r s A - ; . ' - �. s;1 - a. - .. -, a s 5 a S-22 W-0-go W`Jr'dAhhlr GPMgallon h 5 ,, ■ r > 4 # _ #� .� � l. ..' Y g 5 48"o.c. 152 /� .; i N- n�rrhke Gem east ary 4 J - G OUND COVER s _ j GC-1 Trachelospermum smiodes Star Jasmine 1 gallon 24"'o.c. 0 Wo ■ 5 30 ■ U � • `r S-3 ■ Q S-3 16 T-10 S-6 17 T-10 18 I VINES - — — -� 5 24 4- - 21 - _ A-I f- I_ 4 4 _ _ 5 ____•� ,� _ _- _____ __ _ I_ _ _ _ __,_.__ ; ._ ___� A V-1 Parthenocissus tncusptdata 5 gallon 15'o.c. Train to wall 34 W ■ z . Q S6 s12 s-2 WILSON AVE. S12 : M t J ■ 12 45 38 55 C0LU L U E— ~ I Y Nr i LU S-15 T-io s 12 s-2 s-12 S-2 W r SHEET KEY MAP ■ z ` Y 25 415 75 69 38 62 • ` :: f- w J ■ I ' 0 ■ t - r ( ' > V-1 ■ l ' I m 2 ■ »�' `� v = 11� Q WILSON AVE. • f ► � w ® E S C R I P T I O N OF R E V I S I O N DATA APPROVE o f > - , o � CITY of RANCHO CU AC MONOAQ i W i TRACT 15493 & 15902 BANYAN ST. � RANCHO ETIWANDA L. M . L . Cr DAY CREEK BLVD., WILSON AVE., ~ VINTAGE AVE. BANYAN ST., VINTAGE AVE., 8t BLUEGRASS AVE. co W o PLANTING PLAN Underground Service Alert ROI E 30 ) it NIT S /1P P H[JVE_ I_) L)Y. UA Ioj- •• - SCALE 1° - 3°' PLAN CROSS REFERENCES �os�AP Call: TOLL FREE ,,P F q CITY ENGINEER RCE No. 2459 rum If SIGN AlIGHI I E HHA DE SI ,` (ifioHl" � FOR NOTES AND LEGENDS SEE THIS SHEET = LML LANDSCAPE ARCHn E Cl UH[ [1ECOMME N[)ED i► "' r m �" SIl E PLANNING /( 1 -800 FOR DETAILS, SEE SHEET L-42 -3 w " 10621 CHURCH S1 FOR SPECIFICATIONS, SEE SHEET L-45 A (RAN484-2800 UFAX E(E 1 CAga ego? f IE I [)[��WN RANCHO CUCAMONGA, CA 91730 `a 422-4133 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-11 * - �n � *� MLD/JDDL 39 FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-25 rq - �f. \VCF E CKE.U RLA NO. 2832 [MING NO. TWO WORKING DAYS BEFORE YOU DIG T � F c v,%-%F° RWK DATE 8/28/02 JOB NO. 0104-53 L Sf ILL I �- UE PLANTING LEGEND: .. SYMBOL i a >. CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY. TREES ,; M ■ Ci h r J 36"Box 35'o.c. Multi-Trunk 00 Sycamore r F' ■ O T-2 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 0 W \� _ ■ O T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Trunk 0 z ��,.� (n ■ ( 0 T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 0 ■ (NOT I N CONTRACT) T-5 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi-Trunk 0 w ■ T '3 } a =" f ass ■ T 6 Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard p .. ■ ' ■` O T-7 Pyrus calleryana 'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 0 LIJ ■ ♦ T 8 Rhus lancea African Sumac 15 gallon 20'o.c. Standard 0 f J ■__ _.- .. _ _ _-_ _ -_ _ ._ ___._ __-__ — __ _ ___ _ ...... -_-_ _ _ .. -___._.-. ___-- T-9 Washingtonia robusta Mexican Fan Palm BTF per Plan 25'o.c. Standard 0 _ - W G ,�.„ _ ■ __— ,__ — ,_ — _ G T-10 Lagerstroemia x'Muskogee' Purple Crape Myrtle 24"Box 20'o.c. Standard 89 a U ■ T-10 ■ U1 4 11 ■ O T-11 Brachychiton acerifolius Flame Tree 15 gallon 30'o.c. Standard 0 Q ■ _ ■ (!) co 2 22 a - - - - - - - ---- - - -�- -� ■ ■ ■ 24 2`' I- ...) = ■_ �.�__�..__ - _ - .-.__._�- ._.. .-._.__ . _� - - _ SHRUBS .z - yk F_ Q S-1 Abelia rsnrfiflora Edwarri Goucher Abr�lia 5 gallon 48"o.c. 0 LJJ ■ q _- W ■ ,. `> - � _.�' � '' '' = • (� Edwan!Goucher' _ ■ WILSON AVE ■ X S-2 Berbens thunbergii Crimson Pygmy Barberry 5 gallon 30"o.c. 735 ,1 (n ■ S 12 S 2 S-14 S 2 S-12 S 12 S-2 ■ - Crimson Pygmy' r Vit. /_ - — - -- -- - • ■ jJ 0 S-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 0 W 51 13 4 38 26 34 24 - , -� j _ ___ _____._ __lll ;;;;;; S-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 0 e l ■ U S 5 Lantana Dwarf ink Dwarf Pink Lantana gallon 48 o c 2 P' r�N . _ .- a ..'� t uv ' S U -3 � S-6 La^a^^ D�„�rf V'.n.i+r' ;arf V'Jl,lt�Lar•ana 5 gaH�n 48''o.c. 0 Uj _ ■ `t r ^J / < S-7 La ..,., ,rb sin tiaS Leurara tr`n, E < ,f;h'_av +r., gall)n 24"o.c. 0 ■ $ ® S-8 Leptospermum s. 'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 0 U -- - - - --- _ — ------� ------ — - ---- - -- �i �� � �. �, `" • _- .---___..____.__ __._� ^ ® S-9 Juniperus c.'Sea Green" Sea Green Juniper 5gallon 72"o.c. 0 C �~` ■ S-2 41 S 12 rS 2t T 10S-12 S-2 S-12Q S-10 Myrsine africana African Boxwood 5 gallon 48"o.c. 0 ■ 45 83 74 7589 �!� ■ ___-- _ .--_- - -11 Nandmadomestica Heavenly gallon 30 o.c. 0 _-�- nl 5 a S-12 Nandina domestica'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 835 S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 0 Fountain Grass S-14 Juni rus sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. ..� Pe Pe 9 24 ® S-15 Phormim tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 0 I S-16 Phormium'Maori Maiden' Maori Maiden Flax 5gallon 48"o.c. 0 OS-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 0 (D S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 0 OS-19 Rosmarinus officinalis'Prostratus' Dwarf Rosemary 5 gallon 72"o.c. 0 ■ (D S-20 Salvia greggii'Red' Red Autumn Sage 5 gallon 48"o.c. 0 S-21 Salvia leucantha Mexican Sage 5 gallon 48"o.c. 0 ■ (NOT IN CONTRACT) Q S-22 Westringia Wynyabbie Gem 5gallon 48"o.c. 0 W ■ 'Wynyabbie Gem' Coast Rosemary W --- --------- (n ■ S 2 S 12 10 - — —— -— — -- -- --- - —-- — -- GROUND COVER U) ■ 41 51 15 30 1 GC-1 Trachelospermum jasmiodes Star Jasmine 1 gallon 24'"o.c. 0 32 34 Lli VINES - .. = .' fQ W -� . , *' rte + c V-1 Pay ,^i��, to ��� �_� �,.�---.•� �� _ - - � � rs tr+ruspirla 5 gallon 15 o.c. Tram to wall 0 _ = Cn S 14 S 2 S 12 r S 2Ile Ld cc S 12 514 S2 S-12 S-2 S-14 WILSON AVE S-12 S-2 S-14 W W X 6 36 45 ; 21 4 35 30 llJ W 36 37 4 40 39 6 S 2 S-12 U O __ _ � 41 Q Q _Z U - _ � x S -' ° �. S f �.\, �\RF, �i _- 'x.S •.~ --q�E -a-.. � -..—. .. _ ie�-! /r ' L Q • —� M H LINE Y SEE SHEET L-41 SHEET KEY MAP - - - -- ----—------ Y S-2 S 12 T-10 Q S-12 10 S-2 S-2 S-12 - S-5 L, 4 5 7g 4 18 54 �'�- - � 72 2 �� 126 > 2 60 ,,1 8 O � -�, .. � Zi J 'I Z m _ 1t WILSON AVE. LIJ -Y DESCRIPTION OF REVISION Cr ,� DATE APF'rnVEC) U __�; > SCALF1 = 30' _ Q o CITY of RANCHO CUCAMONGA Cl) TRACT 15493 & 15902 BANYAN ST. t J _ _ m RANCHO ETIWANDA L. M . D. - DAY CREEK BLVD., WILSON AVE., BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. = C _VINTAGE AVE. U PLANTING PLAN Underground Service Alert Ir LN Ro E 30 N �1PP[I'LLM U EKY, HAIdJ- �J ��ND SC 4 aF 4 CITY ENGINEER RCE No. 2459 Call: TOLL FREE PLAN CROSS REFERENCES o yjurnw 9 I �a 0 DESIGN A�cHi� E �r�a LCL sic ur,ouF FiECOMME ED `' e ? LANDSCAPE AHCHII E CI URI` t J �oo 4? �� � LML SITE PLANNING 1 ! J RANCHO CUCAMONGA CA10621 CHURCH S1 HE F 1, 91730 FOR NOTES AND LEGENDS SEE THIS SHEET [)EII�WN ��I 11 E_ I FOR DETAILS, SEE SHEET L-42 - 422-4133 MLD/JDD (909)484-2800 FAX: (909) 484-2802 L-40 FOR SPECIFICATIONS, SEE SHEET L-45 A- FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-12 ��q - �� RLA NO. 2832 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-26 rF o \�oQ� GF If CR1E�LK $�28��2 DF��1WINf� NC). F_c A� DATE _ —JOB N0. 0104-5 $ D 3 - L Sri[ E I UE PLANTING LEGEND. S-16 T-8 S-22 28 15 5T-4 SYMBOL 29 15 2 CALL OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY. S-18 S-10 S-16 S-3 S-16 S.3 TREES 11 28 10 5 21 5O T-1 Platanus racemosa California Sycamore 36"Box 35'o.c. Multi-Trunk 0 S-22 S-3 S-3 T-8 S-16 S-5 S-22 T-2 Brachychiton populneus Bottle Tree 15 gallon 25o.c. Standard 0 30 4 5 15 5 8 25 330 S-10 T_4 g S-16 S-18 S-5 T-4 / T W O T-3 Rhus lancea African Sumac 15 gallon 20'o.c. Multi-Trunk 0 1-8 S-16 114 15 3 4 7 16 15 2 15 4 o T-4 Ginkgo bilioba Ginkgo 15 gallon 25'o.c. Male Trees Only 11 r , 15 4 , „ (r S-5 S-3 S-22 S-10 1 rs-18 T-8 S-10 S-18 1 V-1 0 O T-5 Lagerstroemia x'Tuskegee' Rose Pink Crape Myrtle 24"Box 20'o.c. Multi-Trunk 0 12 5 9 72 15 15 4 52 18 , 44 ■ ® T-6 Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard 0 1 ® ' I— r 1 Z W O T-7 Pyrus calleryana'Aristocrat' Aristocrat Pear 15 gallon 25'o.c. Standard 0 OW 0T-8 Rhus lancea African Sumac 15 gallon 20'o.c. Standard 66 - '` x x = ■ T-9 Washin tonia robusta Mexican Fan Palm BTF r Plan 25'o.c. Standard 0 x " sus zJx�' 1 ` exPx & xtx ,� Ts O g Pe x't ,i /'� -. - - ,#. _r >Q �v- - c/J Y ,. t La ers _�mia x'Ml,sk e 1 � >< _, _ ,F, -f a a ,- r, , „ Y ; , " t ■ T-10 a one' Pu le „races MvrNe 24"Box 0' Standard s ` I �. -. > -x . - `-� ..� >� .. b s _: •- : .. m.. _.--.-- - �. �+., 'ate, �, `r,{ -`.. '!: � 'r a 3 _ •tt, a- v - a - ■ T 11 FIame Tref15 gallon �n 1 0 r 1 + �' _ _ .. ��yy I1 .l. '., -4,.. .+.'- 4 r:, - Aey- ` - .•. _.f. _ _ - 5 >,>,=-Y:_' +T^r.4� - 1l°^ ri1 .{i`lS ?.) - !1 - - >r 3 _ J. _ _ : - Q S 1 Ake lia g a d flora Edward Goucher Abelia 5 gallon 48"o.c. 0 a ,x° .iii$;;- -._ _ 1. _. _ - Edward Goucher' c 1 ' I z ' __. r� 24 26 W S-2 Berbens thunbergii Crimson Pygmv Barberry 5 gallon 30"o.c. 0 W -12 S-12 S-12 S-5 S 5 S-3 - T-8 — 1 - 1-8 I- - - - Z Crimson Pygmy 42 54 47 �� - 15 2 15 1 ■ J O S-3 Dietes bicolor Yellow Fortnight Lily 5 gallon 48"o.c. 92 I 18 4 15 O0 _ BLUEGRASS AVE. S 12 S 12 ■ U S-4 Hemerocallis hybrids(Dwarf Red) Dwarf Red Evergreen Daylily 1 gallon 24"o.c. 0 S-5 S 12 S 12 S-5 - S-12 _ - S-5 Lantana'Dwarf Pink' Dwarf Pink Lantana 5 gallon 48"o.c. 280 45 26 60 28 - 24 23 71 ■ Q S-3 S 3 S-12 S 12 R S8 Lantana Dwarf White' Dwarf White Lantana gallon 48"o.c. 0 .. � -_ S 5 . - .. S-12 • 5 _-_-_-,--_ 7 s M 21 51 7 60 ■ S-7 Lavandula stcechas'Leucantha' White Spanish Lavender 5gallon 24"o.c. 0 S-5 E T 8 S-12 1-8 S-12 O S-8 Leptosperrnum s.'Ruby Glow' Ruby Glow Tea Tree 5 gallon 72"o.c. 0 8 15 fi 53 15 3 20 S 18 ® S-9 Juniperus c.'Sea Green" Sea Green Juniper 5 gallon 72"o.c. 0 S-19 S-3 S-18 S-5 S-22 S-5 T-8 S 5 8 0 S-10 Myrsine aMcana African Boxwood 5 gallon 48"o.c. 396 W 15 5 60 5 23 4 3 11 4 S-10 S-11 Nandina domestica Heavenly Bamboo 5 gallon 30"o.c. 0 S-3 S-18 S-3 T-8 S-16 5 S-12 Nandina domes6ca'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 1137 3 6 7 15 8 10 [� V-1 12 S 16 S-22 S-5 S-3 t r S-13 Pennisetum'Eaton Canyon' Eaton Canyon 5 gallon 24"o.c. 0 S-18 S-5 15 Fountain Grass 43 17 12 11 5 S-3 S-14 Juniperus Sabina'Buffalo" Buffalo Junipers 5 gallon 72"o.c. 0 O S-22 S-3 T-4 S-10 1-4 5 S-15 Phormim tenax'Jack Spratt' Jack Spratt Flax 1 gallon 24"o.c. 0 Q 8 5 152 37 152 -- S-10 _ 1-8 ® S-16 Phormium'Maori Maiden' Maori Maiden Flax 59allon 48"o.c. 109 ■Z 60 S-10 15 4 S-17 Dodonaea viscosa'purpurea' Purple Hopseed Bush 5 gallon 120"o.c. 0 ■W 28 r. O WS-5 ® S-18 Rhaphiolepis indica'Clara' Clara Indian Hawthorne 5 gallon 60"o.c. 103 � _ >< W x b \r W O S-19 Rosmarinus officinatis'Prostrates' Dwarf Rosemary gallon allon 72"o.c. 0 - Ik_: -.-.-� _ - �� ■ x xx_ t z : Y �` , �. y, �. - (� S-20 Salvia gregoii 'Red' Rpd Autumn Sage 5 gallon 48"o.c. 0 0 x �r ^ U - x x n -, '$fit a .,�_. - _ , e ., x x o,_ ._ _..._ �� ! — c., s � _..: _. _ �- �_ Z r,_ - - , - .. s - 4 -f:. .... ✓ �. - _. Lam.�'- T. - .�. 3,...- , -. _ ,. _ ._ . . ,�' S-21 Sa t M a . � gallon 48 0 � t s ... 4l t _E _- .- _: �:. ..t- , ,.✓W'- ,.: �° --... `t t.r. �., : _: M _. .. _. a. i ... .. - - rt. " - v -t X.� 5 -.•r __.. e S-22 Wei: gia W, ✓aht•re Gem 5 gallon''� Tom., . °5 q 48"o.c. 132 ._ .. .-. ._ .. _ . --��--.. _. . � : ' .' va t e Gem' G a t R> mary : Y. W �¢ c ' 51 a 1 Z (n - _ o W 6 S-5 S-5 -12 S-5 � (n GROUND COVER Q 28 3 i 18 °O 3 11 3 21 33 i _ GC 1 Trache lospermum jasmiodes Star Jasmine 1 gallon 24"o0Q N W s 12 s-12 S_5 BLUEGRASS AVE. s 5 s 3 s ,2 W VINES Z 19 24 4 14 5 37 Z ■ -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _ A V 1 Parthenocissus tncu p data gallon 15 . . in to waA 102 ocTra - -----_- - S-12 _ _ -- T-8 __ —___ _ S-12 T-8 - st _ : - - - - - - - - 48 15 5 " 33 _ �, t, 15 , . -S-1 _ Q ■T.v-=_^c..,. w .-. 1. s` -......-='FAQ S t[c?_.....,T:--'-a-... ip R.,..:: .. .._+ 2?. 'lot i:......: -., ' r • _ s :.. - L. .. 16 : � 3:" _.. _ -. i" A� .._ _. R._ E.., !^ lc'`'.. ... _a..-._.-.,. .fi- .. .. S5 ■ Q ■ I 52 4 ■ S-12 T-8 S-5 Ir W W 81 15 3 3 TYPICAL. VINE NOTE: VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR > W T-8 S-5 S-5 TO LOCATE: VINES ON STREET-SIDE OF WALL. C 15 Q 2 6 7 �-- � S-18 S-5 S-12 S-12 V-1 (n � 13 6 49 56 15 o SHEET KEY MAP > ' ■ W ' i ' Il Ero W I ■ I--- i; W ( I ` l III z a _I I � { _. - . .- —.- _ _ '� a K wrusau AVE E 141 -A S } DESCRIPTION OF REVISION I DATE AF)PROVED ,. `r ,t,-' `� � WW f ' { CITY of RANCHO CUCAMONGA Cn ■ 34 35 ■ r '. 4 T RAC7 15493 & 15902 : N ; -+- - � � -+ � z __-_ _- _---_ __ _; ; _ �NYAN ST . . _.gym RANCHO N C L. M . D . _ HO ETIWANDA BLUEGRASS AVE . � '� - � W ■ ■ J DAY CREEK BLVD., WILSON AVE., Z ■ _ _ VINTAGE AVE BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. U Q r - - PLANTING PLAN 1 - . Underground Service Alert R�«Q ■ N} S AF PIUVLU By. DA E � '' PLAN CROSS REFERENCES ���D 5C APF CITY ENGINEER RCE No. 2459 Call: TOLL FREE 4 -- ` :' ``� �crumry�a qc AF GHI i E HHA UE FTCOMMEN D �� r, �.� � �� � UESIGN LANDSCAPE AHCHI7 E ci uRF FOR NOTES AND LEGENDS, SEE THIS SHEET LML SIZE PLANNING _ ( 1 -800 j_; 1062.1 CHURCH S1 RE.E 1, SUITE 106 FOR DETAILS, SEE SHEET L-42 OF;At/�/►�j RANCHO CUCAMONGA, CA 91730 •- _ FOR SPECIFICATIONS SEE SHEET L-45 * 04 * MLD/JDD (909)4s4 2soo FAX (909) 484 2802 L-41 422 4133 �� > FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-13 s �Q SCALE: 1" = 30' FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-27 �4P CHECK U RLA NO. 2832 HHAVVING NO. I 0 TWO WORKING DAYS BEFORE YOU DIG F F o F C A L� R W K DATE 8/28/02 _ .lOB N0. 0104 5 -- S 4D 3 L SHF[_ 1 -70 OF NOTES N 1 REN!1VE NUMFRY STAKES 2 STAKE`S TO BC P,IJMfi AN(` ^ . ^ PA RALIE I E ` ` 3 STAKI TRUE RI 'LlIj. [1Ir1114R C TO PVAIl dJ r,�,N9rJIr w E v v v TIGHTLY COMPACTED 3'BCRM TO FARM 1 LEGEND" l v( ` `! �� TOP TIE TO BE PLACED AS LOA, `i r TOP OF STAKES FSE ON'HEAD DF"M SSFE:WAIF RIN';BASIN U AS POS� �Jpi EON THE TRUNK TO OF T RE I WHE RI Sf'E('IE S GROWTH ee` ALI OV.FOR WINr)ILFXIN OF THE TREI TOP OF ROOTBAI I TO 4'WOOF)Fi THIP MUI CH TOP OF g00TBA!!TO EXTENC? HART PE NIPS �� �� ABOVE FINIS1t GRADE 1. GALV.TURNBUCKLE. BUT NOT c Lov:As I oSF suPr)R�� Fx1 1-ND z•ABwF ORAEIOV,THE HEAD 0DR.W VAIN IRUNK f-INISr!GRA(IF CKtIGINA!GRADE NATIVE BACICr II I WITH NO WICKS • g 3. OMIT'ED n ¢Pt c rE CR-1'r. twR'T PFT�V�7S _ _ _-._- WGA VAN CF1 TIES GREATF H THAN 3'DIAh4 1 Eft r MAIN TRUNK '2'MAXIMiIEr--- I('.A POSE:,aHi ATIACH 2, DOCKBILI ANCHORING 0 L 40 TOP OF STAKES BROV.' (21SFISOFOIN HEAD Of iHEt Y.'H(RC SPACE D 24 AP • ��4._RfVlS 703- RAERJ.'(_IGFRtY COMPACTEDIN 2,SE!s pT INnH nfc SPACF(17a' -.- -� - S7�II I Ni IJ NA F iIN.r BASIN SOIL PACKrni ! a. NPTI\F A A* A AA rrT- F cT TOP OFRMTP. T^rIrTFN1, .! JJ �} i/ I0 PINE �AKFS `I 5. NATIVE` SOIL ow oI � � K rol ay. »• .rr R t a' isTl,..,'N N A yt i^�,I BA! 1 '. 6. NEW 1 2 PVC PIPF OVFR WIRE AT POINT OF !!! ". r;11f r >r a F, l e n �l{ji RO"RAIt >>�'^jj � j 2 OtJTACT t - H,'r of AIS arT TO R�•?,nh'IF S THF Z (3)[?OUBLF STRAND Gt1Y WIRES SPA!Fn :; ;k 'l 1Ah IP-T P;a TCI All iUC<r...! .. _ ! X r 'HI RE f? Wl( ENET1 I i PAh TOR[.'? TIMES THE E'vl[AtIYAROIV) REI 'RIVt =m rant E it k- � n r i 1 t' E 1 u ;r �t� r ,SIFT !ki � ,,I,P --il t; HE _ .G fl IE:4 �1 lit i �ill�- B. 4"HIGH FAPTfJ BFPt.4l1'�TFRIN BASIN Jr rRtta• - I --a.ANn T NATIVE RArKt!I`VJI'H 1 'r>r e >$ .�!�` - - - s, r C Y Iiv � ., r _ !h r� �I . ;:.: . . , : .:.,, •. ,I:r N "`� �` a >:r: !�RI� }">�a �� �I� ��ptF..�.F�NIk,�;h.;�t y. �. II ilh i . �ih i 9. PLANT PI T i 0 BE 3X THE WIDTH nF THF RAII Rte' SHAIIO1rf F< HANHE PO 'T3ALI „'� ' dk" � "li� � w�A�'t h`l�. PI h F >x c a ` BAiL — Tear P{ l y: 10-RCS' I l /�"i � '�, !` � \� F '�' � ! '`. k G, E�'I � .Nn.� •IRE,{ ,NA-.,,F Salt .. C„ r IC[•' I• ,FIN' N!;. MA' A!I RC.r F„ �yi Nevf Rn rsa art,!unl� r !f� A !c •sngr� is av l'l �7c A' ;F C4�/ d A liA 1 Nl ',ARn 1'T AT F16F l= O' H r r A. INSTALI GUYS HAND-TAUT TO PREVENT Ir---- .L __ RFMl'; FR. ,K; SAK'I' -. PI�.A!E AK�!�AHALt FI DFF ORMATION OF LIMBS a STAKI 'RF, �ERI'F Ni'I-,:,;AP To PRI;An INS WIND GUYING (DUCKBILLANCHORING) � , TREE PLANTING T TREE PLANTING ON SLOPE SHRUB PLANTING SHRUB PLANTING ON SLOPE PO I S C A I F N.1 ,S. SCALE N 1 S 4 502 SCA[ F N 1 S. 505 (;(,ALF N 1 S. 506 SCAI. F . N.1.S. n 507 F HALF-)F SPACING LIMiT OF PLANTER AREA RECxIIHE1JFNT 4-of rOMPACTED WnnD rw HARDSCAPitJG fCONCRFTE HEADER- MUE CH CURB R,tJT TF R,SIDE WALK ETC.I INISII;RADF 12' _ x x- T� 41 h h f H1A' SH11VE i CUT EDGE V i:nMPACTFD NATIVF SOIL NOTE NOTES 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1. PRIOR TO PURCHASF/PLACFMFNT OF THE MULCH,THE CONTRACTOR SHAL I SPACING RHIANGULAR)UNLESSOTHETnNISE INDICATE I I ON PLANS SEE L.FGFNC FOR SPACING REQUIHEg4CM S SUBMIT UNDP TFAf I S AND SHRUBSNSPF AS OR APF'RtDVAI. 2. MUt CH UN(�R TRE F S AND SHRUBS AS DIRECT F D ON THE PIANS AND BL END 2 WHFRE PLANTED ADJACENT TO WALLS WALKS CURBS OR INTO EDGE S AT GROUND COVER ARE AS SIMILAR LIMITATIONS ALL SHRUBS ANO GROUNL?COVER 3. MOISTEN MUICH AFI FR INSTALI AT ION TO ASS18T IN COMPACTION- SHALI BE PLANTED AT 7NE-HALF THE DE,JGNATEI ",PA:11,11 4- PLACE NO MUI CH WITHIN A 6'RADIUS OF THE CROWN OF A W(y,)DY PI ANT F[t,'W SUCH uM17S SEF FGFNP FCR SPArINl�REOUIITMFNTS 3 SPACING REOUIRFMFNITS SHA!i CAVERN THE LINA; 01 ANTITIES OFPLAN'MATE RIALS PLAN'^,L'ARITiT1EFINUICA- '^N'-IE LF FNP ARE ESM.A7ES7NLY SHRUB SPACING MULCH LAYER SCAI F : N.I .S. 50 ;CA[ F N 1 .S 509 SCAI F : SCALE SCAI E 01*O SC APF y _1� V(T Um w�a64 u c,� 0, U rF0F CN_ DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA TRACT 15493 & 15902 RANCHO ETIWANDA L. M. D. DAY CREEK BLVD., WILSON AVE., BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. PLANTING DETAILS AF PHUVUU BY. UA1 E CITY ENGINEER RCE No. 24953 nESIGN ARCHn [ PRA rJE71I�NF;v1�F' F FC [)ED MLD LAND. CAPE ARCH11ECTURE SIT E PLANNING 10621 C'HURC'H SUITE 106 )CA[ F - SCA[F : SCA[ F SCAI F f)f i/\VVN RANrHO CUCAMONGA CA 91730 Tf If f I MLD (9091 484 2800 FAX: (9091 484 2802 L-42- C1 if 4CFif CKF f) RLA NO. 2834 C)f A ING NO. RWK OATF www JOB NO. 0104-5 - 03 -1, SHF F_ i I Of 21 O P/L � 4 P/l WECA I 4 a \Q P/L 4 r"- e D�O D P/L D \ 93 \ p I • \ f%✓/�/ D/e ;9A� ' �j /';\\�` n \ Jam. ,>i\\a � \:o. U,\\ \, n ; `,\ � WALL FOOTING NOT .. 5 �. /\.. IN PUBLIC RvW 10'-3' 10'-6' 9'-3' 6'-0' 6'-0' 32 0' 116, `PLAN 11, SIDEWALK PLANiEH DAV CREEK BLVD. S'-0' \ 32'-0' WALL FOOTING NOT WALL FOOTING NOT 11-6' \37 J' IE t0'_3' 100' 6'-0* 6-J' 32-0' 10-Q• 32-0" WALL FOOTING NOT IN PUBLIC RNV PLANTER ROCK COBBLE PLANTER SIDE WALK PLANTER DAY CREEK Bt VD. WALL FOOTING NO IN PUBLIC RNV ROCK COBBLE SIDEWAL K PLANTER DAY CREE K BLVD. IN PUBLIC RM7 PLANTER SIDE WALK PLANTER DAY CREEK BLVD. MEDIAN PLANTER DAY CREEK BLVD. IN PUBLIC FJW-3pLANTE SIDEWALK PLANTER ROCK DAY CREE K BLVD. MEDIAN PLANTER DAY CRE EK BLVD. , t-6 42-0' COBBLE 6T-9' COBBLE 74'-3' 41 i 3F SECTION A-A-DAY CREEK BLVD. SECTION B-B-DAY CREEK BLVD. ftS,ECTION C-C-DAY CREEK BLVD. SECTION D-D-DAY CREEK BLVD. SECTION E-E- DAY CREEK BLVD. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. _ PIL o 2f 2f 2 v w O D PA D 4 WADER �;j��/,��T�,l� ��.� '!�Ofi,� J2''iii, .'�!� v � v � , v / <6 ,,y; � iv.o � ♦_ WALL FOOTING NOT 20-0' 7-6' 5-3' 4'-0' U-0' S-u' 0' WALL FOOTING NOT 12-0' S'-0' 8'-0' 32-0' '2-0' 37-0' WALL FOOTING NOT 16'-0' 6'-0' 6'-0' 40'-0' WALL FOOTING NOT - -O' 6'-0' 6'-0' IN PUBLIC RML PLANTER PI ANTER It ANTE ROCK SIDEWALK PLANTER WILNV SON AVE. IN PUBLIC FVW COMMUNITY TRAIL PLANTS SIDEWALK WILSON AVE. MEDIAN PLANTER WILSON AVE. IN PUBLIC RPLANTER SIDEWALK COBBLE BLUEGRASS AVE. IN PUBLIC RNY SIDEWALK COBBLE BLUEGRASS AVE. WALL FOOTING NOT T-0' 4'-0' 6'-0' 6-0' 4D'-0' COBBLE 1'-6' PLANTS F'.JWTEH PLANTS IN PUBLIC RMf PLANTER NTE COBBL SIDEWALK COBBLE BANYAN Sl 47'-9' V-DITCH 27'-0' 40 31'-0' 28-0' SECTION F-F-WILSON AVE. SECTION G-G-WILSON AVE. SECTION H-H-BLUEGRASS AVE. SECTION 1-1-BLUEGRASS AVE. SECTION J-J- BANYAN ST. :�.•= SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 0SCApf YrUmw�a4 9ny J igna u �wal ate d+ k7Z C —0? �r �rF v te F c Aillo �`�o�, FOR FEFERENCE ONLY .s _ o 4 DESCRIPTION OF REVISION a e I DATE 1APPROVED re>r P/L \ p 4 Q a r P/L P a• A i � O CITY of RANCHO CUCAMONGA- C% a� TRACT 15493 & 15902 RANCHO ETIWANDA L. M . D. PERIMETER WALL I v-DITCH DAY CREEK BLVD., WILSON AVE., I BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. /fi�:�??' ��i�. '?✓�n`< ,�!�a�j�� ?ifi!�.i��/r/�l/. � t�//�,��•v�' ,,�n, 120' 3 0' 4T-0' WALL FOOTING NOT Ii,0'-10'-c6-10' 6'-0' 1 WALL FOOTING NOT 13'-0' T S'-6' T-0' 44'-0' SECTIONS WALL FOOTING NOT WALL FOOTING NOT IN PVBLK;RAN COMMUNITY TRAIL COBBLE BANYAN ST. IN PUBLIC R/W IN PUBLIC RNV COBBL SIDEWALK COBBLE PLANTER IN PUBLICFiNV PLANTER PLANTING SIDEWALK PLANTING VINTAGE DR. 217-0'-49-0' 17-0 7-0' 47'-0' 33'-0' COMMUNITY THAT PLANTER BANYAN ST. APPROVED BY: - DATE: CITY ENGINEER RCE No.24953 SECTION K-K- BANYAN ST. SECTION L-L-VINTAGE AVE. SECTION M-M-VINTAGE AVE. SECTION N-N-BANYAN ST. DESIVITERRADAR LANDS APEARCHIITEC URE REc "EED SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: S U BJ ECT TO CHANGE DRAWN RANCHO CUCAMONGA,CA 91730 - FAC (sos)a8a-2800 FAX: �sos>asa-2802 SHEET L-43_ CHECKED REVISED12/03/03RLA NO. 2834 DRAWING NO. RWK DATE 8/28/02 JOB NO.0104-5 18 3-L- SHEET OF ti RPNhDhR IRRIA I�1CN til'ILPF�I(A�D�IO1'ti - t,,� dc .ne cyri „Ile-r chart t„i arch controller li ,,queue,. �. rc..arc rmg m I 1.1 � I ;e 9 I/2" x It)' x 1 I" recta rip ulnr box kor all clectnc cuntr„I \.rl,r, with the adjoining grade The( ,+nUact„r ,hall ,et un plait_cap and inadrIII arICS„1 c„vcrage dor A,dr�umhons tnill l the IrawIII gs. ui e- NSF(National Sanitation Foundation)approval installed within on-grade landscape,(]areas. Carson Industries 4 pressure test all piping under paving prior to the paving work where tire system has been willfully Installed as indicated un the PAkT 1 -GH;NN;IZA1. 3. The chart shall show the area controlled by the automatic controller L Date of extrusion 1419 12B with green bolt-down cover or approved equal. Dfflvdllls w1wil it is obviously indc( law.Without hrillgiUf oro ill and shall he the maxitnum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking.boring.or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCJ2IF'TION 8. All fittings shall bear the manufacturer's name or trademark.material S. Ilse 10"x 10 1/4"round box for all quick coupling valves installed hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4_ The chart is to he a reduced drawing of the actual installed system. designation,size,applicable I.P.S. schedule and NSF seal of approval. within on structure landscaped areas_ Carson Industries No. 910 12B and/or concrete is necessary, it shall be done arid replaced by the .A Scope of Work: Provide all labor,materials,transportation,and services However, in the event the controller sequence is not legible when the with green bolt-doiwn cover or approved equal Contractor as a part of the Contract cost. Penrussion to cut or break X. Upon completion of each phase of work,the entire system shall be necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non Pressure Lateral line Piping: sidewalks and/or concrete shall he obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced N. Sprinkler Heads Cucamonga. No hydraulic driving will be permitted under concrete 1. Non pressure buried lateral line piping shall be PVC Schedule 40 paving 3.07 MAINTENANCE R. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall he a black line or blueline ozalid print and a different with solvent weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deliver the orders, standards.arid regulations,arid meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the(lianeler!or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure.and discharge as shown on tine Drawings and/or specified susceptible to traffic loads. period of seven(7)days prior to any planting. edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded jointsin these special provisions scaled between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 QI IAT.TTY ASSURANCE A RFQU RFMFNTS mils. 3. Pipe shall be made from NSF approved.Type 1,Grade Ii PVC 2. Spray heads shall have a screw adjustment. operation periood. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These chart,shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall he fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEANUP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio_ on the drawings. mariner as to conform with the details in the Drawings_ Clean-up shall he made as each portion of work progresses. Refuse and excess dirt R. Manufacturer's Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2.and 3 of this section(2.0111),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall he removed from the site.all walks and paving shall be bloomed or washed shall he followed in all cases wheree the manufacturers of articles used in this requirements for non pressure lateral line pipe and fittings shall be riser opening in the sprinkler NON with its own outlet. down,and any damage sustained on the work of others shall he repaired to its Contract turnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent weld pressure main line pipe and fittings as original condition. Specifications calendar days prior to completion of construction,two hard cover, set forth in section 201 R of the Specifications 5. All sprinkler heads of the same type shall he the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three rung birders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAI.SFTF OBSERVATION PRIOR TO ACCEPTANCF. C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: 0. Sleeving: specific items required to complete work,pertonn such work in arid regulations governing or retailing to any portion of this work are hereby a Index sheet which states Contractor's name,address,and accordance with best standard practice with pnor approval of City of A. The Contractor shall operate each system in its entirely for the City of Rancho incorporated into arid made a part of these Specifications,and their telephone number,arid which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hard-cape or paved areas for mainline.lateral lines Rancho Cucamonga Cucanx,nga at time of final observation. Any items deemed not acceptable by provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federel Specification#W W-P;51. or control wirtrig,shall he Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any of the above manufacture,, local representatives 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust and of the City of Rancho Cucamonga rules, regulations.or requvements of the same.However,when these b. Catalog arid part,sheets on every material and equipment 2. Fittings shall he red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation installation arid solvent welding Specifications and Drawings call for or describe materials,workmanship,or item Installed under this Contract. P-460. methods shall he as recommended by the pipe arid fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of a better quality,higher standard.or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the irrigation manufacturer. City has received all accessories.charts.record drawings,and equipment as required by the above rules and regulations, the provisions of these d. Complete operating and maintenance instructions on all E Copper Pipe and Fittings: Drawings and inigation Detail sheet. required before final site observation can occur. Specifications and Drawings shall take precedence. major equipment 5. On PVC to metal conrmections,the Contractor shall work the metal t. Pile: Type K.hard tempered. 2. A backboard shall he secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SM.OBSERVATION SCHEDULE. D. Explanation of D-rawings: 2. In addition to the ah ove mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC. to metal joints. Light the City's maintenance personnel with instructions for major 2. Fittings: wrought copper.solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapter into which the Cucamonga in advance for the following observation meetings,according to offsets. fitting, sleeves,etc..which may he required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch.and a pipe may he solvent welded, the time indicated: shall carefully investigate the structural arid finished conditions rendered 16x1 zinc.2411 cadmium,solidus at 1125°F,and liquidus at 1145"F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply affecting all of his work and plan his work accordingly.furnished to the controller housing. All power within the housing shall be E bine Clearance.: 1. Pre-Job Conference- 7 days such fittings,etc,as may be required to meet such conditions. E Equipment to be Furnished: F. GateValves: properly phased. Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation -24 hours installed. The work shall he installed in such a manner as to avoid I. Supply as a part of this contract the following tools: 1. Rall Valves(1 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other arid twelve (12)inches from lines of other trades,with the conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master exception of the control wire slecve(s)which shall toe installed 3. lateral line and sprinkler installation- 24 hours features a. Two(2)set-,of special tools required for removing, a Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply litre. Parallel lines shall not be installed disassembling arid adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another- 4. Automatic controller installation- 24 hours 2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T 595-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment: furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Rall valves shall be installed per detail. F. Automatic Controller Ac,embly: 5. Control wire installation- 24 hours specifications', C. Two(2)keys for each automatic controller. 1 I. Refer to the Irrigation Plans for sizes and types of miscellaneous d. Ohne(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) inigation equipment. 1. Install as per manufacturers instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours 3. The Contractor shall not willfully install the irrigation system a, every five(5)or fraction thereof of each tyle of quick be connected to controller in numerical sequence as shown on the shown on de Drawings when it is obvious in the field that coupling valve installed. a Resilient Wedge Gate valves shall he epoxy coated and 2. All miscellaneous irrigation equipment shall he as specified or Drawings. 7. Coverage test- 48 hours obstructions,grade differences.or discrepancies in area dimensions equipped with a 2"operating nut. approved equal. exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall he No.403 RTRWas G. High Voltage Wiring fox Automatic Controller: 8. Final observation- 7 days ohstructiom or difference,.should be hrou ht to the attention of the the conclusion of the project. Before final observation can occur, supplied b Watts or approved proved ual. € PF Y I I el PART 3--_F,XIH,CUTIQN City of Rancho Cucamonga In the event this notification is not evidence that the City has received material must he shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho perfionned,the Contractor shall assume full responsibility for any Cit} of Rancho Cucamonga 101 OBSERVATION OF SFTF CONDITIONS provided by the Contractor. Cucamonga, show evidence in writing of when and by whom thew revision necessary G. Quick Coupling Valves: ohservations were made. 1.04 PRODI TCT DEVIVERY, STOR,kGF AND H.ANDi.TNG A. All scaled dimensions are approximate. The Contractor shall cheek and verify 2. All electrical work shall conform to local codes,ordinances,and union 1.03 S1t11MiTT.AIS 1. Quick coupling vales shall have a brass,two piece body designed for all sue dimensions and receive approval from the City ofRancho Cucanu,nga authorities having jurisdiction G No site observations will commence without"As Built"record drawings. The . Handling of PVC pipe arrd fittings The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to reeedin with work under this Section, contractor shall not call for a site visit without "As Built" record drawings. care un handlin loadin unloadin and storing PVC pipe and fittings. All P P € A- Material list € € €- € P P €• H. Remote Control Valves: without completing previously no,lci corrections,or without preparing the PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall he operable with a quick coupler key. Ke}' B. Exercise extreme care in excavating and working near existing utilities. The system for said visit 1. The Contractor shall furnish the articles,equipment,materials.or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings- Contractor shall he responsible for damages to utilities which are caused by I- Install where shown on the Drawings. Where grouped together,allow processes specified by nine in the Drawings S oecifications. No at any point Any section of pipe that has been dented or damaged will be P F € l his orerations or neglect. Check existing utilities drawings for existing utility at (east twelve(12)inches between adjacent valve boxes Install each substitution will he allowed without prior written approval by the discarded. and if Installed.shall he replaced with new piping_. H. Rackflow Prevention Units: P PI locations. remote control valve in a separate valve box. City of Rancho Cucamonga 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C Coordinate installation of sprinkler materials including pipe.,;0 there shall he 1. Flushing of System: 2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficult in planting work Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees. shrubs,and ground covers. ` and description of all materials aid equipment to be used. Although equipment or materials listed on the Drawings arid Specifications,he may do t. After all new sprinkler pipe lines and risers are in place and (�N('RF.TF SirF('iFi( ATInl1S manufacturer and other information ma_v be different the followingso b providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed connected.all necessary diversion work bac been completed,and } P > Y Pr D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control vales shall be PART 1 G_F.NF:RAi, is a guide to proper submittal formal: for approval screwed boy with 60 mesh monel screen and shall he similar to Bailey safcl-proc-ced before starting work on the irrigation systenp, opened arid full head of water used w flush out the systein- #t100R or approved equal Item No, Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 1.01 Description 3 02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system Lire a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and has been accomplished to the complete satisfaction of the cityof For concrete information refer to the Standard Specifications for Public Works 1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga Construction(Green Book Edition r the Cit of Rancho Cucamon a)- Refer to 2. Provide descriptive catalog literature.performance charts and flow The Contractor shall verify with the local governing body as do A. Physical layout: Sections 4.201,303.and 09).a, well any other sections related to the installation, 2 Automatic Controller Calsense FTI-24-DR charts fi,r each item to he substituted. material type and installation procedures prior to start of 1. Sprinkler Heads: 1. Prior to installation,the Contractor shall size stake out all pressure P per and post installation of concrete work,materials,labor.and clean up. The construction. Submit shop drawing for approval. P , 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item i, supply lines,muting_and location of sprinkler heads. Standard Specifications for Public Rooks C,nstructiou is available from: 1. install the sprinkler heads as designated on the Drawings. Sprinkler 4 F1 c. Etc Etc 2. All layout shall be approved by the City of Rancho Cucamonga prior approved. 1. Check Valves: heads to be installed in this work shall be equivalent illall respects Bl Building News R. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall he 200 pound W.O.G.bronze to installation. to those itemized 3055 Overland Avenue or rejecting an submittal item as an a o roved Ina)to the ui meet and Los Angeles.CA 90034 Irrigation submittal must he specific and complete. All items must by 1 € )' 1 P til W P conswction with replaceable compoosition.neoprene,or rubber disc r 2. Spacing of heads shall not exceed the maximum indicated on the (310)202-7775 listed and should include solvent rinser, wire.connectors, valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW V SID,Class A, B. Rater Supply P Fe Drawings. In no tate shall the spacing exceed the maximum boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type IV. recommended by the manufacturer. 1.02 Scope required as submitral information. 1.06 GFIARA NTTF 1. The irrigation system shall be connected to water supply point(s)of 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. o 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall he made in accordance with the F.I.P.thread inlet and outlet. internal parts shall he stainless steel 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete indicated on the drawings or as of the City of Rancho Cucamonga may he rejected and the Contractor attached fornm. The General Conditions and Supplementary Conditions of and neoprene. Anti drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(%)shown on specified,including, but not limited to the following ing • , i own these S ecifications shall he filed with the Cit prior to acceptance of tilt w 0 5 , the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the may he required to remove such materials from the site at his c wn P > P P dna out from_ k 40 feet o head Anti-drain valve shall be similar to sprinkler system equipment in operating condition The exercise of this right by the .A. Furnish and set all reinforcing steel,bolts.and anchors. expoense irrigation system the Valcon "ADV"or approved equal. caused by actual site corviitiom. City shall not relieve tips Contractor of his responsibilities under the terms of the 4 Approval of any item,altemative or substitute indicates only that the R. A copy of the Guarantee form shall he included in the operations and J. Control Wiring: C Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. product or products apparently meet the requirements of the maintenance manual. 3.05 EXIST fNG TREES C Concrete mow strips.fcotin s for walls,fencing, sts,benches,etc..where Drawings and Specifications on time basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for arty and all automatic controllers shall be €' g,loo C. The uaran[ec form shall Foe re- onto the Contractors letterhead and controllers and the elcxtric control valves shall tic made with direct made to electrical point(s)of connection as indicated on the applicable. samples suhmtttcd € tyP� shall contain the following.information: burial copper wire AWG U.F 600 volt. Control wiring installed in Drawings. Where it is necessary too excavate es adjacent texisting trees,the Contractor shall use all o 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree mots. Isxcavation in areas where two 1.03 Protection liability under the guarani". Such warranties shall onlyGUARANTF,E FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall he a different color wire for each 2. Connections shall be made at the approximate location(s)shown on (2)Inch and larger oars occur shall be dant by hand All roots two(2)inches and larger un diameter,except direct]}'in the path of pipe or conduit,shall he tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. supplement the guarantee. automatic controller Common wires shall he white with a different the Drawings The Contractor is responsible for minor chanes cause I� Y We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall he heavily wrapped with burlap to prevent scarring or excessive Barricack-shall be placed iniediately after concrete finishing. Contractor shall furnish. R. RECORD DRAWINGS free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades_ Contractor shall be responsible for any accordance with the Drawings arid Specifications,ordinary wear and tear,unusual wire s #1 ,size he less than 14. 3.03 INSTAi.i.ATiON (2)inches in diameter,the wall of the trench adjacent to the tree shall he hand damage to new construction and replacement or repair of the work shall he made 1. The Contractor shall provide and keep u todatea complete record abuse.or neglect excepted. We agree to repair or replace any defects in material or trimmed.making clean cuts through. Root%one(1)inch arxi larger in diameter shall without added cost to the City. P P P P be painted with two coats of Tree Seal or equal Trenches adjacent to tree should he set of bluctine ozalid prints which shall be corrected daily.showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench anA d shall he installed along the Trenching: every changefrom the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty four(24)hours,and where this is not possible. the side of the 1.04 Clean-up exact installed locations,sizes, and kinds of equipment Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall he kept shaded with burlap or calvas- may be obtained from the Ci ,of Rancti o Cucamonga at cost. repairs or replacements within a reasonable time,a,determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. lay pipe to an even grade. Trenching excavation shall follow Upon completion of all concrete work and before final acceptance,the Contiactor shall purpose ty € 3.06 FIELD QTIAi.TTY CONTROI. This set of drawings shall he kept on the site and shall be used only receipt of written notice. in the event of our failure to make such repairs or he taped together at intervals of fifteen(I 5)feet. layout indicated on the Drawings and as noted remove all tools,surplus near condition apparatus, Ltodebris,etc. from the site and the site a,a record set replacements within a reasonable time after receipt of written notice from the City.we shall be left in a clean. neat condition acceptable to the City. authori/e the City to proceed to have said repair,,,or replace made at our 4. An expansion curl shall be provided within three(3)feet of each 2. Provide for a minimum of twee four(24)inches cover for all A. Adjustment of the System: F P� P P P twenty 2- The Contractor shall make neat and legible notations on the record expense and we will pay the•costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. lice connection at each electric control valve,so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for s drawing progress sheets daily as the work proceeds.showing the P work as actually installed. For example,should a piece of equipment PROJECT repair,the valve bonnet maybe brought to the surface without 3. Provide for a minimum of twenty-four(24)inches cover for all optimum performance and m present possible. onto walks, pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. be installed in a location that does not match the plan.the Contractor disconnecting the control wires. Control wires shall be laid loosely P Pl )' k must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. € 1 4. Provide for a minimum of eighteen(18)inches cover for all pressure 2. if it is determined that adjustments in the irrigation equipment wall manner s,as to match the original symbols as indicated in the provide proper and more adequate coverage.throe Contractor shall Uro ation legend The relocated equipment mment arrd dimensions will SIGNFJ): S. All splice-,shall be made with Scotch-1,ok#3576 Connector Sealing wooly lines of two and one half 12 L2")inches nr smaller €� € 9 p make such adjustments prior to planting Adjustments may also then be transferred to the original record drawing plan at the proper Packs,Rainbid Snap Tite wire connectors_ or approved equal. Make include changes in nozzle sizes arid degrees of arc as required. time. ADDRESSFD: onlv one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2)inches for all non pressure lines. PHONE: DATT OF ACC �'TANC E: 6. Fields splices between the automatic controller and electric control 3. Before the date of the final observation,the Contractor shale transfer P 3. lowering raised sprinkler head,h}'the Contractor shall be all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the Cit)of 6. Provide for a minimum cover of eighteen(I 9)inches for all control similes mvlar material- Art -nts shall be made through the city PART Z- PRODUCTS Rancho Cucamonga. wiring, accomplished within ten 1101 dans after notification by the City. for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades shall he in waterproof India ink and applied to the nnylar by a 2.01 MATFRiAI S K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings, technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. shall he similar to those manufactured by Rapidograph, Kueffel& A General: Ilse only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall he of size and type shown on the 5. Rain Bird EFTS-CP-PRS valves will he set per manufacturers Esser,or Fairer Castell. The dimensions shall he made as to be easily specified herein.or approved equals Drawings B. Backfilling: specification so that each lateral operates at design pressure readable even on the final controller chart(see Section C). The DESCRIPTION U F REVISION original mylar"record drawin plan shall be submitted to the Ci of R. PVC Pressure Main line Pipe and Fittings: 2. Final location of automatic controller(s)shall he approved by the City 1. The trenches shall not be backfilled until all required tests are DATE APPROVED € €�� P h' B. Testing of Irrigation System: Rancho Cucamonga for approval prior to the completion of tale of Rancho Cucamonga perfonned. Trenches shall be carefully backfilled with the excavated controller chart 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth, loam,smndv L The Contractor shall request the presence of the City of Rancho CITY 1 RANCHO C CA M NGA_ 3111, 3. Unless otherwise noted on the Drawings, the 120 volt electrical power clay.sand,or other approved materials,free from large clods of earth Cucamon.ea in writing at least 48 hours in advance of testing. 4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stories. Backfill shall be mechanically compacted in landscaped reference, such as building corners,sidewalk edges. road 2. Class 315 pipe shall he made from an NSFapproved Type 1,Garde !, final electrical hook-up shall be the responisibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pound,per Intersections.etc.the location of the followingitems: PVC compp,und conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips.sunken TRACT 15493 & 15902 square inch and prove watertight. }pore must nett requirements as set forth in Federal Specification PS - L. Electric Control Valves: areas,humps or other surface irregularities. RANCHO ETI WAN DA L. M . D a. Connection to existing water lines. 72 -10,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main lines shall occur prior to L. M . D. h- Connection to existing electrical power. Pipe). 1. All electric control valves shall he the same size and type shown on 2. A fine granular material backfill will be initially placed on all pines. installation of the electric control valves. DAY CREEK BLVD. WILSON AVE., c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2)inch in size will he d. Routing of sprinkler pressure pines(dimension max. 100' I. Pressure main tine piping for sizes 1-1/2"and smaller shall be PVC pennitted in the initial backfill. 3. All piping under paved areas shall he tested under hydrostatic BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. Schedule 40 with solvent welded joints. 2. All electric control vales shall have a manual flow adjustment. along routing) pressure of 150 pounds per square inch and proven watertight prior 3. f Ra of trenches will be permitted only with approval of the City IRRIGATION SPECIFICATIONS e. Sprinkler control valves. to paving. be f. Routing of control wiring and locations of all splice hones. 4. Schedule 40 pipe shall made from NSF approved Tyo Type ],Grade I 3. Provide and install one control valve hex for each electric control of Rancho o Cucamonga g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6)hour. If leaks h. Stub outs for future connections. pipe must nicer requirements as set forth infederal Specification PS - 4. if settlement occurs and subsequent adjustment,in pipe valves. develop,replace_joints and repeat test until entire system is proven ) ) �/ ��� � . '1 70- M. Control Valve Boxes: sprinkler heads,pawn,planting,or other construction are necessary. AF F�H O V E U H Y I- Other related equipment as directed h- the City of Rancho the Contractor shall make ail required adjustments without cost to the watertight. �� ��- Cucanu'uga Ci 5. PVC solvent-weld fittings shall be Schedule 40. 11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Canon Industries h' 5. All hydrostatic tests shall he made only in the presence of the CITY E NGI NEER RCE No. 24953 S. On or before the date of the final field observation,the Contractor confonning to,ASTM test procedure D2466 #910 12B with green holt down cover or approved equal. F.xlension General Contractor and the Cit)of Rancho Cucamonga No pipe shall C' ARS,Fa l t (j t;A ) i f" ( ' %XW�L sleeve shall be PVC with minininnm sire of six 16)inches. C. Trenching and Backfill Under Paving: DE SIGN L E - _ v j t ,UU f F shall deliver live conc•led arid completed sepias to time Cit)of to backfilled until it has been observed,tested,and approved in MLD LANDSCAPE ARCHLf E C1 URE Rancho Cucamonga Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent weld pipe abd fitfings Use 2" 1. Trenches located under areas where avin asphaltic concrete.or writing. U E PLANNING Contractor of the responsibility of furnishing required information shall tic of typo,and installation methods prescritoed by the 2. L se 9 1/_ x 16"x 11"rectangular box for all electric contra]valves. paving. P 10621 CHURCH S1 HE E 1, SUITE 106 concrete will he installed shall be backfilled with sand(a laver four manufacturer Carson industries# 1419 12B with reen boort down cover ora roved 11HAWN��/\� RANCHO CUCAMONGA,CA 91730 c € PP ', o n [� that may be omitted front the pont.. 6. Fume.h necessary force pump and all other test equipment. L J r if>V V 1 V equal. (4)Inches below the pope and sox (6) ]noires afro', the pipe)and (909)484-2800 FAX: (909)484-2802 of IE 1 compacted in layers to 95 4 com)action using nianual or nncchanical 44 y MLD C. Controller('hats: 7. All PVC'otic must hear the following markings: 1 - 1 f 7. When the irrigation system is completed.perform a coverage test in 3. Use 6"diameter x 8 3/4"dee round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal P P q the presence of the City of Rancho Cucamonga to determine if the a. Manufacturer's name coupling valves. Carlin Industries#608 12 with green flex lock the compaction of the existing adjacent undisturbed soon arid shall be RLA NO. 2834 1. As huilts drawings shall he approved by the City of Rancho P € € water coverage for planting areas is complete and adequate. Furnish CHE GKE U OH1k NC), b. N,woinal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush �� ?L Cucamonga before controller charts are prepared. P P Pl eq ail materials and perform all work required to correct any R W K DATE Bl S�Q JOBNO. 0�04_5 C. Schedule or class DATE SHE E 1 23 _ OF 11i.111NTiNC SPF,('111CATiONS _PART 1 -GF.NERAI, PART_ I'XF.Cd'TION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination- good horticulture practices and shall he of the size and caliper normally 1,01 Scope of Work2.01 Protection: associated with the container size specified on plans. Removal of all tags. A. landscape Contractor is responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials.labor and equipment incidental to and shall not he allowed to(by out. Bare root stock shall be separated and heeled ;n, in approval of the I andscape Architect of City nece-ssar_v for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated;n the Specifications as follows. shall have root hall covered with moist sawdust_wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or gemnination. No material or method shall render the job site unusable for until planting. is insufficient in size to cavy out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will he replaced at Contractor's expense 2.02 installation 6A5 Non Selective Herbicides: All work and materials shall comply with governing codes•safety orders.standards. F. Sizes of Plants -Shall he as stated on the Plan. Container stock(1-gallon.5 and regulations.and meet Ute minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon.and 15 gallon)shall have been grown in containers for at least one(1) Non selective contact herbicide and/or hon-selective systemic herbicides(as For Public Works Construction(Green Book)latest edition. and approved by the 1 andscape Architect and City prior to planting. year,but not over twos(2)years. recommended by the Pest Control Advisor) I D1 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions - Substitutions for indicated plant material will he permitted 6.06 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City.and A. All Contractors performing Site Development work,must he licenced in are made at no additional cost to the City l;xcept for authorized variations. Selective pre-emergent herbicides compatible with seed mixtures(as recommended by accordance with the laws of the State of California. Native.On Site Soil with rock no greater than 3"in diameter all subsulute plant materials shall conform to the requirenlenls of these the Pest Control A(visor) Ciro Power Plus. 5-3-1 15 lbs/cy specifications B. Contractor shall provide the Iandscape Architect and the City with a list of Iron Sulfate 2 Ihs/cy 6.07 Weed Fradication: Suhcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved Plants not approved are to be removed from site course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) inuncdiateh and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in C. Contractor shall obtain and keepin force Public Liahi]ity and Pm reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest Property After backfilling,construct a 3"earthen berm to form watering basin around each Control.Advisor's recommendations. IYamagc Insuruice,during entire course of the Gnstructiop Contract. The plant,to allow thorough water in and establishment. - •. H- Stake all trees,as per details immediately after planting to prevent wind amount of insurance shall he determined by City. darttage A Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to he removed prior to City acceptance. landsca Architect and City to give starting arxi completion dales. I. Plant trees that are to he located in lawn or ground cover areas after finish } g g p r grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of Contractor shall also supply the landscape Architect and City with the name FART 3- SOII._PREPARATI.ON AND FINISH GRADING F 2" below the surface of the soil- Physically remove all weeds from the site. and telephone number of the person ;n charge of the work installation of said tau-ns or ground aver to provide riot thorough watering of trees. All planting holes shall be excavated as defined on appropriate 3.01 Scope of V1'ork details. PART 7-LANDSCAPE MAINTENANCE 1 04 Responsibilities and Coordination: A Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting arid lawn required by governing authorities for the work to be performed areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall he as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to.performing specifications. all maintenance requirements as reasonably implied or as delineated ;n the B. Existing Conditions: The Contractor shall verify all conditions and specification-,includin hart not limited to the following: dintensions shoiwn on the plans at the site prior to commencement of any R. Furnishing,placement and radio of topsoil for backfilling of planters if 4.04 Trees Stakes f g P P } g•P g g• Pg work under this contract. The Contractor shall verify tlw location arid depth required. Maintain all plants and planted areas. of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for P further information. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred r r Fertilized all tants and planted areas. for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: PART -_GROUND COVER_._Ai�T)RF,nDI1\G PLAi\'TS p ittie_ation. by him for the construction of the project. Temporary services shall he Insecticide spraying. coordinated with the Citv arid other contractors on the job site, A. Existing on-site soils listed m'acceptable'under'Site Grading'specification. 5.01 Scope of Work: Provide all materials and a ui ment and perform all work necessary for and 7.02 Fertilizers D. Survey,Reference Points.and F-1evations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, q P P ry Fertilizers- establishing all surveys.reference pointe aril elevations required by hint.and shall be sated)textured- Silt plus clay content of this soil shall be no greater incidental to installing all ground cover arrd bedding plants.as shown on plans,as hl implied,or delineated in the specifications. A Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12 R-R reasonably shown on plans for proper execution of site construction. than 15%,by weight. The boron content of this soil shall be no greater than 1 y PGro Power Controlled Release Nitrogen,as designated herein, or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro F. Traffic. The Contractor is responsible for all temporary traffic harriers and absorption ratio(SAR)shall not exceed 3.0 millirnohos per centimeter at 25 C. 5.02 Bedding Plants: Polder(9)91 393-374 t. detours required by him for the construction of the project. All temporary In order to ensure confornnance,samples of the Imported soil shall he traffic harriers arid detours shall contionn to all conditions re.uired by the submitted to an agronomic soils testis laboratory.approved b y the project Perennials and Annuals: Provide healthy container grown plants from a recognized 1 g € ry• Pl } P 1 B. Ammonium Sulfate: Granular form containing not less than 219E nitrogen and City or governing authorities landscape Architect for analysis prior to use Result of testing to he delivered nursery,mid of the species arid variety shown on plans. 249, sulfur arid shall be registered as art agricultural miner.with tore State 1.05 Defective and Unauthorized Work: to City for approval. Soil test to include analysis and recomm5.03 Ground Cover: recommendations. 5.03 of Agriculture in compliance with Article 2 "Fertilizer Materials," Section 1030 of the Agricultural Code. 3.03 Soil Amendments: All work which is determined by inspection to he defective in its construction or Ground Cover: Provide ground cover of the species shown on plans. Ground cover } shall he established and well rooted in flats or similar container:. 7.03 General deficient in any of the requirements of the plans and specifications. shall h:remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting. acceptable to the I andscape Architect and City 5.04 Mulch: 3.04 Soil Preparation: 1.06 Inspections Mulch: Shall he of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain then)until final acceptance The Contractor shall arrange for inspections by notifying the landscape Architect,City approval and,fine grading completed,prior to rototilling arid prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the 1 andscape and governing authorities, 24 hours prior tp time of inspection, unless otherwise amendment work Architect and City representative. rioted Inspections shall he as listed below, but not necessarily in this order. Only A. Ilio not have plants delivered to the job site until site conditions are read)-for the Inspection pertaining to the project scope of work will apply: After rough grades have been established, are all lawn and planting areas b planting. If planting is delayed,keep plant roots moist arid place in a A. Irrigation: Operate irrigation system on an established ram to maintain P Fe g P 1 F1e Pl g g �� P g y sheltered location protected from the sun,wind and other damn rn g g sYg tilling or cross ripping to a depth of 12". All rock and debris more than 2" in p g g all plants aril planted areas art a healthy condition. Irrigation system run-off Rough Grading. dimneter shall be removed from the site,except for areas that are to be sodded, in elements. shall he kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than I"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall he Irrigations(main line pressure,coverage&system operations test). R. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost u,the City Failure of any part of Soil Preparation arxi Finish Grading. Apply.spread,and rototil in all soil ame.rxlrnents as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall he brought to the attention of the City- No repairs Plant Material(delivery & placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection(at completion of landscape improvements) to 6" the following for each 1,000 square-feet of planting area: 5.06 Installation: pennission from the City. -7 Days. Final Inspection(after maintenance period)- 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. R. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs-of Gro Power on approved equal. area,at intervals not to exceed 10 calendar days The contractor shall arrange a Preconstruction job conference with the landscape 2(X) plant shall be planted with its proportionate amount of soil so as to minimize Architect arxi City a minimum of seven(7)days prior to the beginning work The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil docs not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose.because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place-. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance A Plant Materials: All trees,shrubs,ground cover,bedding plants arid lawn 25,000 square feet of planted area. These soil tests shall be conducted by art proper surface drainage A 4'•layer of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved nethod of shall he guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project landscape planter area after grade is established. Watering shall begin immediately after pest control.to keep all plants and planted areas free of insects arid dice-ase. for periods as follows: Architect and City- Copies of the soil test to be provided during the Pre-construction mulching.(Grading shall accommodate the mulch) Method shall he reviewed by the City prior to an} applications. Pest Control job.conference. shall include Gopher control. Trees 24"box& larger 1 year 5.07 Protection: Trees 15 gal & smaller 1 year 3.05 Finish Grading: D_ Pruning: Prune all plants as designated and directed by landscape Architect, Shrubs All sizes 120 days Fsect temporary fencing or barriers to protect planted areas from damage prior to at start of ntaintenanee program and continue to prune plants as directed or Ground Cover 120 days After rototilling operafions are complete,grade areas to establish finish grades for final acceptance.. as may become necessary until the end of the maintenance program- Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after lawn (sod) 120 days settlement at the end of the project maintenance period. FART_ 6-_INTED ABATEMENT Remrne trash weekly. Edge ground cover to keep in hounds and trim top lawn (seed) 120 days frorr first mowing growth as necessary to achieve and overall even appearance- Exterminate Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work gophers and moles:repair damage- Guarantees begin after the project acceptance by City and at the end of the grade change. 190 day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment.and labor necessary to perform all work as indicated PART 8-ACCEPTANCV OF PRORCT all materials which have died within the lime span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving wn inen notice from the Iandscapc Architect 9.01 General: or City If dead material is not replaced and planted within the da}' Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: period.City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (Ser Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for l andscape Contractor for all expenses incurred. section). A. The.Applicator of all weed control materials shall he licensed by the State of all landscaped areas is required prior to final acceptance of the work h} the City. The California as a Pest Control Operator arid a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all workmanship and FART 4-TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector materials for all site development,for a period of one year from date of final Maintenance period shall be adetluate to verify plant characteristics arid acceptance of project. 4.01 Scope of Work B. All materials and methods must conform to Federal.State,and Local establishment. Regulations. 1-OR Material and iabor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period The first shown on plans.as reasonably implied and as delineated;p the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the ippon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the rr�� [ L all labor arxi materials releases for all work performed under Site i)cvclop-hent 4.02 Products establishment period. If plantings are not acceptable at the erred of the 180 v S C R I f T I O N D r REV IS I V N Prior to the installation of any weed control materials.the I andscape Contractor shall day period,due to defective maintenance,then continue establishment until DATE APPROVED 1.09 Disposal and Clean-up: A. Nomenclature - Plant names indicated on the drawings conform the"Standard 1 all work meets with the Specifications and can be approved. submit to Uric andscape Architect/C ity a list of the weed control materials anp d CITY O I RANCHO Plant Nantes"established by thntenn controe American Joint Committee on Horticulture quantities per acre ided for use illing the weed types prevalent and C Remove all waste materials(including excavated material classified as unacceptable Rxcepi for names covered therein,the established custopn of the nursery is B. At termination of establishment period all plant material shall he live, coil material),trash and debris generated or encountered during the c,uru of followed. expected on the site. as supplied ho, the Pest Control Advisor. Pest Control Advisor health},undamaged.and free of infestation. Inferior plantings shall he 1 shall furnish the andscape.Contractor and landscape Architect and City data to landscape construction.and legally dispose of it. During the curse of the work. replaced and brought to a satisfactory condition before.final acceptance of TRACT reprove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for variety and species.sound, demonstrate the compatibility of the weed control materials and methods with the work will he made- All areas shall he neatly raked arid free of weeds. ���� ���� condition. Clean up arid remove all remaining debris and surplus materials upon healthy.vigorous,free from plant disease, insect pests,or their eggs,and shall intended planting and seed varieties present RANCHOcoET I WA N DA L M completion of work, leaving the premises neat and clean. The site shall he cleaned have healthy.nornal root systems,well their container. huy not to the L. M. D. upon the request of the inspector. point of being root bound Plants shall not he pruned at anytime. and tit no DAY CREEK BLVD., WILSON AVE., case shall trees he topped. BANYAN ST., VINTAGE AVE., & BLUEGRASS AVE. PLANTING SPECIFICATIONS AF PROVE [) BY.- UA 1 E . /o r CITY ENGINEER RCE No. 249. 53 DESIGNED AFc�;f; k (Fig ��t1, F3EC:0 LANDSCAPE ARCH11 E Cl URE SITE PLANNING 10621 CHURCH S1 HE E 1. SUITE 106 C)HA MLD (909)484-2800 E AXN{909C484-2802 A 91730 o- �[ f 1 L_45 RLA N0. 2834 CI-11 CK[ U UF�3�W� N ' NU. RWK [)ATE 8/28/02 JOBNO. 0104-5 1 t� U SH11-1 Ti 01 ELECTRICAL SPECIFICATIONS SECTION 16010--GENERAL RE QUIRE ME NTS SECTION 16600--LIGHTING FIXTURES Part 1-GENERAL PART 3-TESTING AND ADJUSTING OF ELECTRICAL SYSTEM PART 1-GENERAL PART 3-EXECUTION 1,1 GENERAL REQUIREMENTS 3.1 SYSTEMS AND EQUIPMENT TESTING 2.6 PULL AND JUNCTION BOXES 1.1 EQUIPMENT 3.1 LIGHTING POLE BASES A. It is the responsibility of the contractor to obtain and thoroughly review Control systems for outdoor lighting, dimming systems for indoor lighting, A. Boxes ore to be installed in all conduit runs in sufficient number to meet electrical installations (water, gas, drains, sewers, etc.). This condition Lighting fixtures as indicated in the drawings shall be furnished b the A. The pole base details shown on the drawings ore for use in average soil P Y 9 Y Ys 9 9� 9 Ys 9 9� 9 9 9 Y construction drawings and specifications that pertain to this project where master controls for lighting systems, and emergency power systems the requirements of codes, special requirements of utility companies, shall apply to joint trench situations and to conditions where trenches contractor, except as indicated in the "SUBSTITUTIONS" section that conditions. Concrete used in the bases shall be Portland Cement and requirements for electrical construction exist in other drawings and (whether integral in fixtures, by inverter/battery sets, and/or generators) requirements of providers of special equipment and systems, and to allow cross. follows. The contractor is responsible to coordinate with the manufacturers hove a 28 day compressive strength of 3,000 PSI. Structural steel specifications the contractor shall include these in the bid. shall be thoroughly tested during installation, and these systems shall be for efficient and convenient installation of conductors. It is the 3. Each layer of backfill shall be compacted to a minimum density of of specified fixtures and assure that submittals for approvols and reinforcing bars shall have a minimum tensile strength of 60 KPSI. The B. The contractor shall furnish and install all material, labor, and equipment tested at the completion of construction in the presence of the owner, responsibility of the contractor to locate these boxes and size them 90% and the top 6" shall be compacted to 95% maximum density. subsequent orders and delivery dates will not conflict with the job contractor shall review the specifications in the architectural section to necessary for a complete and operable electrical system. architect, and engineer. according to code requirements. Boxes shown on the drawings are to be It is the responsibility of the contractor to provide verification that schedule. The contractor shall apply the following procedure to the determine if there are any special requirements for finishing concrete C. The electrical drawings which constitute an integral part of this contract, installed as shown but do not necessarily indicated all boxes necessary this condition is accomplished. ordering of light fixtures: bases that extend more than 6 inches above grade. In the absence of ore schematic and they are intended to indicate a general layout of the 3.2 GROUND TESTING for any installation. Boxes installed in outdoor or wet locations shall be 4. Upon completion of backfill and compacting the contractor shall leave 1. If the contractor is planning to request substitution of light fixtures other specifications these bases shall be set plumb, patch any voids electrical system. The octual field conditions of construction, including the It is the responsibility of the contractor to assure the integrity of the of the type approved for the purpose. the site in the some condition that it was at the commencement of he shall discuss this in detail with the engineer before the bid. At that with o smooth finish, grind any projections to o smooth finish, final work of the other trades involved in the construction, will dictate the grounding system throughout the project and it is mandatory that the B. Boxes installed indoors shall be coded with gauge steel, galvanized on the work. This requirement includes replacement of any damoged time the engineer will inform the contractor if there are any restriction finish smooth and uniform. exact methods and materials to be used. The contractor is responsible entire system be thoroughly tested. It is also mandatory that the main all surfaces, with removable covers and secured with machine screws. landscape materials, asphalt, concrete, other pavements and finish to substitution of particular fixtures. However, no approval of substitution B. Where light pole assemblies include components set perpendicular to to adequately review the plans and work of the other trades to assure electrical service ground bus be tested by a licensed electrician utilizing they shall be adequately supported by mechanical connection to the materials, fences, lawns, trees, etc. Additionally, the contractor shall will be made until all conditions of the "SUBSTITUTION" section that the pole, these members are to be set plumb with respect to right that the work is properly coordinated with others, methods and equipment that ore acceptable by members of the trade. A structure of the building. They shall be located such that they are readily be responsible for any damage to other installations such as sprinkler follows are met. angles. Light fixture poles shall be set within 1 degree of plumb. written record of this testing shall be made by the contractor indicating accessible for maintenance purposes. All junction boxes in branch circuits lines, and the like. If the contractor feels that damage to other 2. The contractor shall maintain complete and accurate documentation of 1.2 CODES, STANDARDS, AND PERMITS the time and dote of the test, the name of the person conducting the shall be marked on the cover with the circuit identifications. is unavoidable then it is his responsibility to bring this to the communications with the suppliers. A. The construction of the contractor shall be in accordance with all test, the equipment and method used, and this record shall be kept by Boxes used in the utility site system, covers shall be marked Electrical, attention of the engineer prior to any specific work to allow the 3. The contractor shall request fixture submittals for the approval of the applicable codes and standards of governing agencies. As a minimum the contractor and made available to the engineer upon request for a Telephone, or CATV as appropriate. Concrete boxes shall be install on a engineer to designate corrective procedures. engineer within (5) days of notification of the award of contract and construction shall comply with the current adopted edition of the Notional period of (3) years following completion of the construction. 6" crushed rock base. The contractor shall coordinate the finished 5. Upon completion of the trenching and backfill the contractor is shall verify that the submittals hove been received by the engineer, Electrical Code, State of Californio Title 24, State BuildingStandards, elevation with the specific conditions of the installation. In general the and allow for (15) days review time. responsible to remove any excess dirt, rock, and other debris from Occupational Safety and Health Administration (OSHA) requirements, State 3.4 VOLTAGE ADJUSTING contractor shall attempt to locate boxes such that they are as visually the job site. 4. The confirmed order for the purchase of the fixtures shall be placed for California Title 17 and to all local codes having jurisdiction. In the A. The contractor shall be responsible to coordinate testing of the main unobtrusive as possible. within an adequate time period to allow for the timely delivery of the case where codes have different level of requirements, the most stringent service utilization voltage. In the case of 120/240 volt systems the C. Boxes where exposed to weather shall be weatherproof and rain tight and SECTION 16400--SERVICE AND DISTRIBUTION EQUIPMENT fixtures. If there is to be a delay in the delivery the contractor shall regulation shall apply. voltage shall test at 117 volts +/- 3 volts on each phase to neutral. shall be fabricated of minimum 14 gauge sheet steel and hot-dip galvanized PART 1- GENERAL make every reasonable attempt to inform the engineer of the delay B. The contractor shall obtain and pay for all permits and inspections that in the case of 480Y/277 volt systems the voltage shall test at 270 after fabrication. Covers are to be properly gasketed and set with at the soonest possible time. As a minimum, the contractor is to are required for completion of the construction. Obtain certificates of volts +/- 7 volts on each phase to neutral. This testing shall be stainless steel screws. Covers ore to be stainless steel or brass. Visible 1.1 EQUIPMENT secure a confirm delivery date from the manufacturer at the time of approval as required by authorities and submit to the architect for final conducted with a main service load of 25% by turning "on" lighting and covers ore to be left with a clean factory finish. A. The service and distribution equipment shown on the drawings do not ordering and follow up on this delivery dote periodically until the order acceptance of the electrical work, air conditioning equipment during the test. The actual voltages of each D. Boxes located outdoors in landscape or in traffic areas, shall be precosted indicate the nomes of specific manufacturers. This equipment shall be is received by the contractor. C. The contractor is responsible to secure all inspections required by the phase after adjusting and as determined in (3) separate tests shall be with concrete as manufactured by Brooks or Ouikset. The covers of these manufactured by recognized manufacturers and shall comply with all 5. In the event that there is to be a delay in delivery the contractor is governing agency and will be held responsible for an work that is not recorded and reported to the engineer in written form. boxes shall be appropriate to their specific location, Boxes used in the to make available to the engineer all of the written records pertaining 9 9 9 Y Y p applicable codes and standards. The contractor shall study the dimensions 9 P 9 accepted. B. In the case of 120/240 volt services where the main disconnect exceeds utility site system, covers shall be marked Electric, Telephone, or CATV as of proposed manufacturers and verify that the equipment will physically to the order. 2000 amps or 480Y/277 volt services where the main disconnect exceeds appropriate. Concrete boxes shall be installed on a 6" crushed rock base. fit in the spaces intended. This is to be accomplished prior to bid of 1,3 WORKMANSHIP 1000 amps the voltage testing shall be conducted with a recording The contractor shall coordinate the finished elevation with the specific the project. If there is o problem discovered relative to the dimensions 1,2 SUBS71TU71ONS The contractor shall be responsible to use experienced personnel who ore voltmeter indicating a 24 hour record of the actual voltages on all phases conditions of the installation. In general the contractor shall attempt to of proposed equipment, the contractor shall contact the engineer and A. Request for substitution of light fixtures requires the prior approval full competent and familiar with proper installation techniques and with during the first 24 hour period that the facility is in operation. The locate boxes such that they are as visually unobtrusive as possible. p p y of the engineer. The contractor shall furnish the engineer with (8) copies Y P D q develop a solution afar to the bid. If this condition is not met for an the manufacturers' recommendations relative to the products that ore contractor shall coordinate the time and date of this requirement with the E. Boxes are located in wet areas shall be installed with conduits in boxes reason then the contractor sholl be responsible to work within the of the intended fixture catalog sheets and allow the engineer (15) days used. As a minimum, a standard apply to these personnel shall be owner, architect, or engineer, and submit the results of the testing to the such that they are protected from intrusion of water. Furthermore, if allowed limitations as indicated on the drawings by utilizing substitude review time. The engineer reserves the right to refuse the submittals. equivalent to that of a licensed electrician. The contractor shall be full engineer. This testing shall verify utilization voltages as indicated in there is a possibility that water can enter buildings or equipment b q p g B. Fixtures submitted for substitution shall be of the some general Y P Y 9Y equipment ment in order to fit with the existing dimensions. responsible for the work methods and safety of these personnel. In the "Section A." above. entering into conduits owing to grades and elevations, the contractor quality as those specified. The engineer reserves the right to make this p Y 9 9 9 B. In cases of remodel construction, the contractor shall make himself acceptance or rejection of the finished installation, no allowance will be C. In the case of sub distribution transformers the contractor shall be shall make the engineer aware of this field condition prior to completion adequately aware of the existing conditions on the job site relative to determination. Any special characteristics of the specified fixture shall be mode for the lack of skill on behalf of 1 the personnel. responsible to assure proper secondary voltage with the some testing of the installation so as to allow the engineer to take appropriate any retro-fit switches, circuit breakers, etc., that are required. It is the included in the proposed substitution such as special lenses, reflectors, techniques described in "Section A." above. actions and protective measures. responsibility of the contractor to determine what specific equipment will ballast, etc. 1,4 CONSTRUCTION REVIEW be required for the installation and include all such equipment in the bid. C. In the case of outdoor pole mounted fixtures there may exist a The engineer reserves the right to visit the job site for the purpose of 3.5 GF1 AND GFCI EQUIPMENT TESTING C. The contractor shall be responsible to coordinate with the electric requirement for submittal of site photometry which shall depict a point determining that the work of the contractor is in general compliance with A. All GFI circuit breakers and GFI convenience outlets shall be thoroughly 2.7 OUTLET BOXES utility to provide equipment that is satisfactory for their requirements. by point light level summary on centers approved by the engineer, and the intent of the construction documents. However, the engineer assumes tested during installation and at the completion of the project. Outlet boxes shall be installed with extensions and rings properly no responsibility or liability relative to inspections or approvals of the B. If the main electrical service includes GFCI protection, then the contractor 9 P P Y indication y the minimum maintained overage footcandle level for the P Y Y P PP coordinated for the surrounding finishes. The final installation shall render proposed system. This submittal shall be mode concurrently with the work completed or in progress during such visits. shall test this equipment in the presence of the inspector at the oil outlet boxes flush and even with the finished surface. In all cases 1.2 QUALITY ASSURANCE completion of the project. It shall be the responsibility of the contractor All service and distribution equipment shall be approved b a testing submittal of the manufacturers catalog sheets if required r the engineer, these boxes shall have o finished appearance acceptable to the owner, PP Y 9 and it is the responsibility of the contractor to account for this 1.5 SCHEDULE OF WORK to notify the inspector when this test will be performed and allow the architect, and engineer. laboratory recognized by the code enforcing authority and bear the inspector at least 3 working days to make arrangements to be resent. g requirement relative to the timing. A. The contractor shall be responsible for the scheduling of his work to P ( ) 9 Y 9 P approval label of that laboratory with d permanently mounted and engraved SECTION 16000 -- ELECTRICAL SPECIFICATIONS meet the required completion date and shall also coordinate with other placard. Additionally, oil service and distribution equipment shall have 1 3 QUALITY ASSURANCE contractors so that the overall project can be accomplished on schedule. 2.8 CONDUCTORS permanently placed on it a permanently engraved placard nameplate A. Lighting fixtures shall be manufactured b a recognized manufacturer B. When product submittals are required as defined in subsequent sections SECTION 16100--BASIC MATERIALS AND METHODS A. The contractor shall be responsible to install all conductors used on the indicating the name of the manufacturer, the manufacturers serial number, g g y g of this specification, the contractor shall allow (15) calendar days for project in compliance with Article 310 of the NEC. In the event that the voltage, phase, and ompacity of the specific equipment. and bear the approval label of o test lab recognized by the code the engineer to review the submittals of the specified products. If the PART 1-GENERAL the contractor receives approval from the inspector to utilize insulation enforcing agency. Additionally, this lobel shall conform to the specific contractor is seeking a substitution of any products, he shall allow an types other than those shown on the drawings he shall pay particular 1.3 SUBMITTALS location of installation such as "damp" or wet". additional (15) calendar days for review time, The contractor is 1.1 QUALITY ASSURANCE attention to ensure that these conductors are properly sized. The contractor shall submit (8) copies of the manufacturers shop B. Where fixtures are installed on o surface of low density materials they responsible to arrange these lead times such that they do not delay the The contractor is responsible to assure that all material and equipment B. Conductors used as service entrance conductors, to subfeed switchboards, drawings for each main electrical service, distribution board, switchboard, shall be approved for such installation or be spaced a minimum of completion of the project. delivered to the job site ore new and in proper usable condition. All panels, transformers, and other equipment, where the wire sizes ore 6 1 inch from the surface. The contractor is responsible to field verify # panel board, load center, transformer, motor control center, and any requirement. C. Immediately upon the award of contract the contractor shall coordinate materials and products used are to be inspected and may be rejected if and larger shall be installed with the wire size, insulation class, and other service and distribution equipment. Prior to any fabrication, this re q with the suppliers of intended materials and products to be used in found to be defective or flowed. It shall be the responsibility of the voltage rating indications on the insulation visible without touching the manufacturing, or ordering of equipment, the contractor shall have copies C. Where fixtures such as open strip fluorescence are installed in construction to verify that delivery of these materials and products will contractor to assure that this element of the specifications is conductors from the front of the connections. approved by the engineer in his possession. architectural features such as coffers, valences, and the like, the not impact the completion dote of construction. satisfactorily completed. The owner, architects, and engineers reserve the C. Where conductors of multiple phases ore pulled through the some contractor shall install the fixtures such that the lamps ore not visible right to reject any materials or equipment that deem to be flowed or conduit to feed more than one equipment they shall be color coded. 1.4 SCHEDULE AND DELIVERY from view. If this condition cannot be met based on field conditions, 1.6 SUBSTITUTIONS defective in the finished project. these colors shall bethe contractor shall notify the engineer allowing sufficient time for permanent and consistent for the entire run. The The contractor is responsible to obtain approvals and secure delivery corrective action before the completion of the installation. Products ore specified in the drawings by manufacturer and part number choice of colors is the option of the contractor except that grounds of oil contractual related works (i.e. drawings, equipment, etc...) in shall be used in the construction unless the contractor receives prior 1.2 PRODUCT AND EQUIPMENT VERIFICATION shall be green and neutrals shall be white. conformance with the construction schedule. D. All fixtures shown on the drawings are to be furnished with all necessary written approval for substitution. In the event that the contractor wishes A. The contractor shall be responsible to check all products and equipment D. The contractor may gather runs of conductors based on field decisions, mounting devices and accessories. In all cases the contractor is to seek approval for substitutions he shall submit the manufacturers' that is specified in the drawings when it is received at the job site to but shall comply with the applicable code requirements. PART 2-PRODUCTS responsible to install fixtures with proper and appropriate structural shop drawings or cut sheet to the engineer allowing at least (15) days assure that it is in fact compatible with the electrical plans based upon E. Conductors #12 AWG and smaller shall be solid. Conductors #8AWG and support. review time. The engineer reserves the right to approve or deny the the enclosed manufacturers' instructions including any instructions or larger shall be stranded. The minimum wire size to be used is #12 AWG. 2.1 MAIN SERVICE EQUIPMENT E. Lamps shall be provided for all fixtures. Where specific lamps are substitution request. information placed on the products and equipment. the minimum insulation rating shall be 600 volts. Unless indicated otherwise on the drawings, the main service equipment indicated in the drawings these lamps shall be provided. Where general B. In the case of service and distribution equipment the contractor shall F. In no event may aluminum conductors of #6 AWG and smaller be used. shall be a freestanding, deadfront, deadrear, sheetmetal assembly with specification of lamps are given they shall be General Electric or a 1.7 SUBMITTALS verify that the nameplates agree with the approved shop drawings relative Where the drawings indicate the use of copper conductors, then only factor applied manufacturer approved by the engineer prior to purchase. g pp y y p point finish. The contractor is responsible to verify size F. The contractor shall exercise care when handling and installing fixtures Immediate) after award of contract and before orderingan products or to voltage, phase, bus ampocity, short circuit and/or AIC rating, and copper conductors may be used, in cases where the contractor utilizes of pull section, and other utilityrequirements. with the servingutility g g Immediately y P pp y q y materials, the contractor shall submit the required submittals of products enclosure type. aluminum conductors, the contractor shall be responsible to install these and provide the required equipment, The equipment will utilize fuses or to protect finishes and lenses and other visible components. The owner, for the review of the engineer as indicated in subsequent sections of this C. In the case of sub distribution transformers the contractor shall verify conductors such that he guarantees the some quality of the system as if circuit breakers as shown on the drawings unless the contractor obtains architect, and engineer reserve the right to reject any damaged or specification. The review by the engineer of these submittals is for that the nameplates agree with the specified voltage to voltage rating, he had installed copper conductors. All conductors used in fixture troughs, the written permission of the engineer to utilize alternative configurations. flawed materials and products. checking the conformance with the design concept of the project. impedance, heat rise, enclosure type, and sound rating. stems,ond ballast comportments shall be insulation type THHN/THWN. If there is no short circuit rating indicated on the drawings, the D. In the case of lighting fixtures, the contractor shall verify the fixture is G. Type SE, style SER cable is constructed with XHHW conductors primarily used contractor shall coordinate the required rating with the serving utility. PART 2-PRODUCTS 1.8 AS-BUILT DRAWINGS rated for the specified lomp, the specified input voltage, the specified as panel feeder in multiple unit dwellings. SER may be used in wet locations If the utility indicates, in writing, a short circuit rating less than that the progress of the work the contractor shall maintain an accurate mounting and/or installation application, and the specified control system. 2.1 HIGH INTENSITY DISCHARGE FIXTURES During 9 at temp. not to exceed 75'C and 90'C in dry locations. Voltage rating is 600V. shown on the drawings then the contractor may provide for the lesser record of the installation of the system on "as-built" drawings which will E. In the case of motors the contractor shall verify the proper input voltage requirement but he is responsible to submit to the engineer a copy of Ballast for the fixtures shall be: and hose, FLA, recommended fuse size, and installation application, H. NMC (Nonmetallic Sheathed Coble) is primarily used in residential wiring as Mercury Vapor -- constant wattage outotrdnsformer CWA be submitted at the completion of the construction. All entries of these P pp cation, the written verification provided by the utility. The main, and all subfeed y e g (CWA) based upon the attached nameplate, branch circuits in one and two family dwellings, multifamily dwelling and other Metol Halide -- CWA drawings are to be accurate and shall include all deviations from the p breakers and switches are to be identified with a permanently affixed structures, except as prohibited in NEC Section 336-4 High Pressure Sodium -- high power factor or CWA contract drawings. The final submittal shall be in reproducible format. engraved phenolic nameplate and all switches and breakers are to be Low Pressure Sodium -- high ower factor PART 2-PRODUCTS lockable "off". Any equipment shown outdoors shall be rated for wet g P For outdoor applications,d 1.9 CLEANING location. Where fuses are shown in the main service, the contractor shall2the minimum starting temperature acting shall be of least All exposed parts of electrical equipment shall be completely and 2.1 CONDUIT GENERAL 2.9 CONNECTORS provide one set of spare fuses in each size to the owner at the ac degrees F. The ballast shall be manufactured by thoroughly cleaned and free from cement, plaster, point, etc. All A. All conductors and wiring are to be installed in conduit unless the A. Copper conductors for wire sizes #10 AWG and smaller shall be spliced conclusion of the work. a recognized manufacturer and bear the label of an approved test lab scratches are to be refinished in on acceptable manner. drawings clearly state that conduit is not required and that the use utilizing "spring-lock" connectors, in particular, "Scotchlock" by 3M or appropriate to the location of the fixture. Ballast will be considered of an approved cable is permitted. Conduits ore to be concealed in all "Wing Nuts" by Ideal. The contractor is responsible to assure that oil faulty if the noise emitted exceeds that of other fixtures of the same Circuit breakers shall be molded case, quick make, quick break, with trip type installed on the job and will be replaced of the directive of the finished areas. The conduits shall be continuous terminating only in splices ore completed in a secure and permanent fashion, maintaining Yp 1 1.10 WARRANTY AND GUARANTEE indicator, and interrupting voting shall equal the rating of the load engineer. The engineer reserves the right to reject lams that show junction boxes, panels, approved wireways, etc. Where metallic conduits the integrity of the connection without faults or shorts. In cases where center or panel. g g g 1 p The contractor shall guarantee the entire electrical works are working establish grounds, they shall be installed such that continuity shall be the conductors may be affected by adverse conditions the contractor noticeable color shifts. properly without defect within one year from the date of acceptance maintained. shall take special precaution to protect the conductors such as by of the work. Any defect related to the contractor's work during the B. Where nonmetallic conduit is used in construction, the contractor shall wrapping connectors with on appropriate tape. 2.3 OTHER EQUIPMENT 2.2 FLUORESCENT LIGHT FIXTURES warrantee period shall be at the contractor's expense. include a ground conductor in the run whether or not shown on the B. Copper conductors for wire sizes #8 AWG and larger shall be mode with Other equipment which includes transformers, disconnect switches, motor Fluorescent fixtures shall contain "P" rated ballast with "A" sound control centers, transfer switches, inverters, generator sets, dimming rating unless specified otherwise, the shall be manufactured b a drawings and the conduit shall be sized accordingly, approved split bolt connectors. These types of uninsuloted connections 9 P Y Y 1.11 UTILITY COMPANY SERVICES P pp # panels, , , recognized manufacturer and bear the label of on shall be thoroughlyprotected with applied ed insulation such as 3M 2200 custom control cabinetsand motor startersshall bear the label 9 approved test lob fi fixture,f ithe xture, and be certified b above and have nameplates as indicated in 8 recognized test lob, . . appropriate to the location o A. As required, the contractor shall coordinate with the utility company to 2.2 RIGID NONMETALLIC CONDUIT (RNMC) or #2210 vinyl mastic insulating pads. of o Y Certified install temporary power during construction. All costs associated with RNMC may only be used underground or in or below concrete slobs when C. Aluminum conductors when used shall employ as few splices as possible, Ballast Manufacturers Association (CBM), The ballast shall be considered installation of temporary power are to be included in the bid. used for conductors of 110 volts or higher. Conduit shall be polyvinyl This means that the contractor shall be responsible to show suitable PART 3-EXECUTION faulty if the sound emitted exceeds that of other fixtures of the some 8. All voltage, phases, and ompacity of the electrical service shall be shown chloride schedule 40, electrical conduit, rated 90 degrees C. Only reason for any splices within a run. The location of these splices as type on the job and will be replaced at the directive of the engineer. on the drawings. Other information indicated on drawings relative to approved electrical fittings may be used. Where run in concrete maintain installed by the contractor shall be indicated in the as-built" drawings. 3.1 EQUIPMENT INSTALLATION unless specified otherwise the lens shall be acrylic plastic. For fixtures utility company requirements is preliminary, and is subjected to change a minimum of 4" of cover on all sides, and convert to rigid galvanized Aluminum conductors shalt be terminated or spliced with swage type In all cases the contractor shall install service and distribution equipment located in wet or damp locations the ballast shall be low temperature by the utility company. The contractor is fully responsible for the use of steel stubout of concrete. Any conduit and fittings installed for the use aluminum compression terminals, and shall be accomplished in strict in such o manner that the equipment is reasonably protected from with a rating of 0 degrees F or lower. Power factors shall be at least. any information that is not in the form of a final construction drawing of o utility company shall meet the requirements of the utility company adherence with the instructions of the manufacturer of the material, adverse conditions and damage, Main service equipment that is shown 9 unless specified otherwise. issued by the utility company for final use on the project. Prior to the for such installations except that in the case of conduit for high voltage connections shall be protected as indicated in "B" above. outdoor shall be installed on a concrete pad at least four inches thick, bid of the project, the contractor shall coordinate with the utility feeders (600 volts or above) the contractor shall take special precaution D. Connections made in outdoor locations shall be insulated with 3M #2200 and at a finished elevation above the water level (which shall be at or 2.3 INCANDESCENT LIGHT FIXTURES company and determine exact materials and equipment required by the to provide safety to persons excavating around and about the installation. or #2210 vinyl mastic insulating pods to protect from moisture. above the elevation of man doors into the structure). When the main Incandescent recessed light fixtures shall be provided with internal DESCRIPTION 0 F REVISION DATE CITY it is the responsibility of the contractor to provide for this protection but service equipment is not located on or adjacent to a structure, the thermal protection to protect from contact with insulation and from utility company in order to complete their installation of final services. P Y P P1 APPROVED: this cost shall be included in the bid. If this information is not available it is recommended that one or more of the following methods be utilized: finished elevation of the pad shall be field verified to be above anticipated overlomping. The contractor shall verify that the fixtures are so equipped to the contractor prior to the bid, costs can be estimated and shall be concrete encasement of at least two inches of concrete on all sides of PART 3-EXECUTION water levels and the pad shall be set four inches above the finished upon receipt and shall verify that the maximum lamp wattage as CITY specified as "estimated" in the bid. Under no circumstances will the the conduit; concrete or concrete slurry three or more inches deep on adjacent surface. All main service equipment shall be bolted to the pad indicated within the housing agrees with the wattage indicated in thecontractor be relieved from hisobligation t r vi f r h ill top of conduit: three or more inches of sand on top of conduit and or floor on which it is located. drawings. Any deviations shall be brought to the attention of the engineer. OF RCUCAMONGA opo de a t e utility company requirements whether or not they shown on the drawings. redwood plonks run continuously on sond; a warning tape manufactured 3.1 TRENCHING / EXCAVATION an Furthermore, the contractor shall not be eligible for additional for direct burial placed six inches above the conduits. 3.2 GROUNDING 2.4 LIGHT POLE ASSEMBLIES g y Where specifications appear in the architectural portion of the charges to the owner relative to utility company requirements. A. The main service ground bus shall be grounded in compliance with the In general, the finish on light pole assemblies shall match that of the specifications that pertain to trenching vnd backfilling, the contractor is fixture. The en ineer reserves the ri ht to re ect unmatched material. ELECTRICAL PLAN 2.3 RIGID METAL CONDUIT (RMC) requirements of the code enforcing authority and by the following methods: 9 9 1 A. Steel RMC shall be mild steel, hot di responsible is review these specifications and comply, In the absence of PART 2-PRODUCT'S dipped galvanized inside and outside, 1, Metallic cold water i Poles shall be handled carefully at the job site and any scratches shall other specifications, the contractor shall: pipe -- 250-81(a) RANCHO ETI ANDA L M D and all couplings and connectors shall be tapered pipe thread. running be repaired. Any damaged poles are to be replaced if rejected. Aluminum 2.1 PRODUCT AND MATERIALS p g p 1. Comply with the NEC relative to the minimum depths of conduits, 2. 20 feet of #4 bore copper wire -- 250-81(c) threads and s lit couplings are not permitted, base covers are to be installed on all poles such that there are no and shall comply with any utility company requirements relative to 3. If metol frame building to the structural frame -- 250-81(b) � � , A. All products and materials used in the project shall be new and delivered B. When used underground the conduit and fittings and couplings shall be B, The resistance measured from the main service neutral bus to the exposed anchor bolts and nuts. All poles are to have factory fabricated these depths. DAY CREEK BLVD to the job site in the original packaging. moisture protected. "Tdpecoat CT" protective spiral wrap with hand holes and contain brazed-on ground lugs. B. All materials used and furnished for which UL Standards have been recommended primer treatment. 2. Maintain a minimum of 12 inches separation between: 0-600 volt ground shall not exceed 25 ohms as measured with dry ground conditions. feeders; and over 600 volt feeders; and low voltage .)elephone, alarm, C. The secondary side of transformers shall be grounded per section 250-26. TRACT 15493 & 15902 established shall be listed and bear the label of Underwriters communications, CATV, other Class 2 conductors, etc. and non laboratories, Inc. 2.4 ELECTRICAL METALLIC TUBING (EMT) D. Non metallic conduits shall contain o ground conductor per 250-95. C. Prior to ordering any lighting fixtures, service and distribution equipment, EMT shall be mild steel, electrically welded and galvanized per ANSI E. Flexible metal conduits shall contain a ground conductor equal in size transformers, wiring devices, dimming cabinets and systems, and/or #C80.3. In damp locations fittings shall be gland compression type to the largest conductor. APPROVEDBY I - C emergency power equipment, the contractor shall submit manufacturers' malleable iron. In dry locations fittings shall be all steel, zinc plated, DATE: catalogs and/or shop drawings to the engineer for approval. this screw set type. PROFESS/0 9 CITY ENGINEER c RCE N 0 49 5 3 requirement is required to check whether or not the contractor truly �O P,M L 0% specify proper drawings, equipments, part numbers, and manufacturers, 2.5 FLEXIBLE METAL CONDUIT (FMC) �\ C�F,I DESIGN RECOMMENDED etc... . Eight (8) copies are required to be submitted for review. The FMC shall be steel or aluminum with UL listing. Fittings shall be steel or `� 1, N0. 11453 G) LIGHTING DESIGNERS 7 contractor will be notified when the review is completed and at such malleable iron threaded. -3 EXP. 12/31/03 ZZ D.D. ELECTRICAL ENGINEERS time, the contractor may order material and products. ( 14�6 1.� �] 3051 EDINGER AVE. 1161 q _O5_a� DRAWN TUSTIN, CA 92780-7204 SHEET '� L- 46 S�. F� P ECTRIC � `P LDB INC. TEL: (949) 733-8038 OF CgL�FO�� CHECKED INCORPORATED FAX: (949) 733-8058 DRAWING N0. W.T. Date: 1 /31 /02 LDB NO: 21043 ) 003 -L SHEET 75 OF 7 DRAWING NOTES NOTE TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR ENVIRONMENT, LAMP SUPPLIER MUST PROVIDE CORRECT LAMP COLOR TEMPERATURE PEQ SPECIFICATIONS. NO FIELD CHANGES SHALL BE MADE WIT(-TOUT COQRECTION(S) SUBMITTED TO AND APPROVED BY TWE ENGINEERING CAP STUB-UP SUCH THAT DIVISION. ORDER LIGNTNG FIXTURES 5 WEEKS IN ADVANCE BEFORE INSTALLATION. LDB, INC. WILL NOT BE RESPONSIBLE AND APPROVE FOR I ALL SITE LIG(-(TING CONDUCTORS ARE tt8 Tk4-aN/TI_4WN - CU UNLESS OTHERWISE NOTED. FOR SITE PLAN MINIMUM TOP OF CAP IS FLUSH WITH FINIS(-IED GRADE 12, f7" 24• SUBSTITUTION OF LIGWTNG FIXTURES. � �— � � "� 1,25' PVC SCI--IEDULE 40 UNDERGROUND CONDUIT. INSTALL UNDERGROUND CONDUIT PER ARTICLE N.E.0 TABLE 300-5. TURF OR� LIGHTING XT R F I U E SCHEDULE 2 INSTALL (2> 1.25" C.O. STUB OUT OF CONCRETE FOUNDATION AT ELECTRICAL PANEL FOR FUTURE USE. SEE GROUND COVER FINIS(--IED GRADE 'LOCATOR DETAIL." o I IT - - - - - - 0 • MINIMUM OF .25' CONDO FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. _ DRIVEN I/2" X 18" NIPPLE SYM DESCRIPTION MFG. & PART # LAMP AMPS MOUNTING 4 ALL EQUIPMENT SPALL BE MOUNTED, SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS AND U.L. LISTED. RIGID GAVANIZED CONDUIT I CE # A 100W. METAL HALIDE 14FT. POLE LUMEG #100MH-DM550-562-0TA/240- MXR 100/C 0. 55 CONCRETE ® 0 120V. DISCONNECT O LIGHT ALUMINUM BASE DOVER, HS-LD-5LPC-6N5- lA-AM6U- 14-3/4X20- MED 3200 K BASE, DETAIL PROVIDE ALL MATERIALS, AND LABOR, TO PERFORM ALL TASKS NECESSARY TO ACHIEVE A COMPLETE _ CONDUIT qg" TOGGLE SWITCH E GFl CAP TOGGLE INSIDE 240V. G- 10 1 /2-DEG-RD6TX-JES,SET 240 VOLT BELOW ELECTRICAL INSTALLATION, FINISH SELECT BY G I TY. �6 COMPLETION OF JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE I ENCLOSURE BY BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING TWAT PERIOD SHELEC. CONTRACTOR ALL BE 1 UNDERGROUND STUBS LOAD CORRECTED AT THE EXPENSE OF TINE ELECTRICAL CONTRACTOR, NTS CENTER 7 PROVIDE TWE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL 'AS BUILT' AT THE COMPLETION OF THE JOB. ��L-47 LOCATOR DETAIL I CONDUIT AS REQ'D BY 8' 3" ELEC. CONTRACTOR �8 ALL ELECTRICAL EQUPMENT, BREAKERS, AND TIME SWITCHES DIRECTORY SPALL BE PROPERLY LABELED. MIN 2% SLOPE TO DRAIN 4 °4 6" '4 • ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. 7:�j j THE WORK COVERED ON THESE DRAWINGS SPALL INCLUDE THE FUQMSPNG OF ALL LABOR, MATERIALS, (2) 1.25` C.O. (SPARE) TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND ELECTRICAL SERVICE PEDESTAL, MUST PROVIDE STUB-OUT OPERATING ELECTRICAL SYSTEM. DRAWINGS APE DIAGRAMMATIC AND ARE NOT INTENDED TO SNOW NEMA-312 ENCLOSURE FOR FUTURE. EVERY DETAIL. TEL : (800) 729-1314 VIT >=SB-24SS-120/24OV„ ELEC. SERVICE PEDESTAL NTs CIRCUIT SCHEDULE THIS PROJECT COMPLYS WITH THE APPLICABLE RUES OF TI41E 1996 NATIONAL ELECTRICAL CODE, NATIONAL PHOTOCELL, 6 POLES RELAY-20 AMPS FIRE CODES, TITLE 24 AND LOCAL ELECTRICAL CODES AS ADOPTED BY THE GOVERNING MUNICIPALITY, TIME SWITCH INTERMATIC, TOGGLE SWITCH, ELEVATION 120/24OV. IPH.,3W. - 100 AMPS. FUSE SWITCH PANEL PI VOLTAGE: 1 20/24OV. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. IMC AND RMC MAY BE USED INDOORS 42,000 A.I.0 AND OUTDOORS, EMT MAY BE USED IN INDOOR DQY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 TYPE SERVICE PEDESTAL PHASE; I PH. , 3H. BUSS I N6: 125A. PVC WITH CODE SIZED GROUND WIRE SHALL BE USED BELOW GRADE OR IN CONCRETE SLAB. TRANSITION LANDING LUGS PHOTOCELL . PROVIDE 3' CLEARANCE IN FRONT E REAR OF ELECTRICAL MOUNT I N6 : FREE STAND I N6 NEMA-3R MAIN: I OOA-2P A. I . G 10 KA I G. FROM BELOW GRADE PVC SHALL BE TAPE WRAPPED IMC OR RMC. IOOA-2P � NOTE. SERVICE AS REQUIRED BY UTILITY CO. S.C.E. 1;:,� 13 THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. VUN TO LIGHT GKT. AMPS / LINE AMPS / LINE GKT. GROUND PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. BUSSMANN tt No. EQUIPMENT QTY. BRKR BRKR EQUIPMENT QTY. No. JJN IOOAF. AMPS LI L2 LI L2 AMPS ALL SWITCHES SHALL BE RATED FOR 12OV.-277V. AND RECEPTACLES SHALL BE NEMA 5-15Q UNLESS 3 t:2 T>I-IN/TNWN-CU-3' P�ORP� (2) 1.25' C.O. I OUTDOOR LIGHTING • 20 4 5 CONTROL WIRING ' 2 OTHERWISE NOTED. SPECIAL RECEPTACLES SHALL MATCH WITH EQUIPMENT AS SPECIFIED. 3 240V. 20 4 O 4 51 OUTDOOR LIGHTING * 8 20 4 0 6 15 ALL OPERATING MANUAL, BROCHURES, CATALOGS, ETC... SHALL BE TURNED OVER TO THE OWNER AT JOB 1 240V. 20 4 0 8 COMPLETION, In 8 CU-3/4' TO DRIVEN GROUND ROD q O O 10 OALL LIGHTING FIXTURES SHALL BE NEW AND IINSTALLED WITH THE NECESSARY FITTING AND MOUTING - 5/8" DIA.X 12FT. E CONNECT I 1 O O 12 AT TACHMENTS FOR COMPLETEV TALLATI ON. TO RE-BAR 120 VAC N SL)B`o-AL 8 8 I O NOTE, 1• SERIES CONNECTED RATING OF BREAKERS MAY BE USED. 17 ALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SI-TALL BE COMPLETELY, THOROUGHLY CLEANED AND FREE ALL OF BREAKERS MUST BE SAME MANUFACTURER AND TOTAL Cl b 2. 1 KVA +25% 2 KVA ( L . C. L. ) FROM CEMENT, PLASTER, PAINT, ETCALL SCRATCHES ARE TO BE RE=INISHED IN AN ACCEPTABLE MANNER. U.L LISTED. SERIES CONNECTED SP012T CIRCUIT CURRENT RATING FOR THAT VOLTAGE, MIN FEEDER 11 AMPS 3 KVA. TOA-AL FEEDER SIZE tSEPM - 12AM O POLE LIGHTS AND POLE BASE COVERS SHALL BE PRIME PAINT WITH ONE COAT OF IRON OXIDE RUST-INHIBITIVE 2. FIELD MARKED ON ALL EQUIPMENT. SHALL READ P2 PRIME. BASE COVERS WILL BE TWO PIECE HYDRO FORMED ALUMINUM BAKED POWDER URETHANE FINISHED "CAUTION SERIES RATED SYSTEM 42,000A AVAILABLE O * REFER TO "CONTROL WIRING SGHEMAT I G - OUTDOOR LIGHT]NG" SEE THIS SHEET O(P51 3COAT SELECT BY OWNER AND PAINT BY MANUFACTURE. IDENTFIEDREPLACEMENT COMPONENT REQUIRED, ' OINSTALL POLE LIGHTING FIXTURE, REFER TO STRUCTURAL CALCULATIONS FOR CONCRETE BASE POLE 2 2 77 DIMENSIONS AND DETAILS. SINGLE LINE DIAGRAM NITS OUTDOOR CIRCUIT SCHEDULE OTHE CONTRACTOR SUBMITS TO THE CITY ENGIINEER 'AS BUILT' PRINTS BEFORE ACCEPTING THE O I I LIGWTING PANEL : P2 VOLTAGE: 1 20/24OV. INSTALLATION. PRINTS SHALL INDICATE, IN RED, ALL DEVIATIONS FROM THE CONTRACT PLANS, SUCH AS- 1 I 1 LOCATION OF POLES, PUL BOXES AND RUNS, DEPTH OF CONDUITS, NUMBER OF CONDUCTORS, AND yI TYPE SERV 1 GE PEDESTAL PHASE: I PH. , 3H. BUSS I N6: 125 A. OTHER APPURTENANT WORK. 3 3 O II I MOUNTING : FREE STANDING NEMA-3R MAIN: IOOA-2P A. I .0 : 10 KAIC. F(i� ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FOR 5 5 ( I IRRIGATION EQUIPMENT. REFER TO IRRIGATION DRAWINGS FOR CONTROL SCHEMATICS. GKT . AMPS / LINE AMPS / LINE GKT. 7 7 V I 1 I No. EQUIPMENT QTY. BRKR BRKR EQUIPMENT QTY. No. AMPS LI L2 L1 L2 AMPS OUTDOOR Li6+ T]NG q i20 5 5 CONTROL WIRING 2 SIDEWALK I I I 3 240V. 20 5 O 4 5 OUTDOOR LI6HTIN6 * S 20 4 0 6 L J 7 240V. 20 4 0 8 q O 0 10 TPOLE BA E 1 1 O O 12 O PHOTO CELL 120V. INTERMATIC :2K4321 N SERVICE PEDESTAL. 5UBT07AL q q O O TOGGLE SWITCH SPST 120V. 15AMPS IN SERVICE PEDESTAL. TOTAL 10 G 2. 4 KVA +25% 2 KVA ( L .G. L. ) POLE O MIN, FEEDER 12 AMPS 3 KVA. 70ATAL FEEDER SIZE LIGHTING CONTACTORS 20ANPS. RATED N.O. 120VAC. COQ SQUARE-D tt8903-LG60 IN SERVICE PEDESTAL, (4) ANCHOR BOLTS ALUM. BASE COVER ' REFER TO "CONTROL WI R1 N6 SGHEMATIG - OUTDOOR LIGHTING" SEE TH15 SHEET (3)tt3 TIES FOR TOP ® TIME SWITCH 120VAC. MOTOR DPST INTERMATIC =157104C 6'a 5' OF POST BASE IN SERVICE PEDESTAL. FIN( HED GRADE FINISHED GRADE 9; ; ; ;�II )1"'III"'111"'IIIIIIII GROUND CONTROL WIRING SCHEMATIC W R NG j 241 MIN' SIDEWALK NTS CIRC BRKR COPPER CONDUIT AS OUTDOOR LIGHTING AMPS WIRE # REQUIRED 15 14 • REFER TO STRUCTURAL( tt3 TIES X❑ • 12' O.0 CALCULATIONS 3"CLEAR DETAILS "J' AND "K" ° 4 tt5 VERTICALS 20 12 SHEET L-15 I e EACH CORNER D LE 30 IO LEGEND N ---3 STUBS - OUT X CONTACTOR 4 O 10 60 10 DESCRIPTION OF REVISION DATE Ci1Y TRANSFORMER . ELEC. SERVICE PEDESTAL APPROVED: © ELEC. POINT OF 100 8 CITY WATTHpUP UTILITY METER NE200 6 CONCTION OF RANCHO CUCAMONGA A o ('2 '� POLE BASE FIXTURE IRRIGATION NTS O EQUIPMENT ID � KEN L_47 CONTROLLER 400 2 ELECTRICAL PLAN • STRUCTURAL CALCULATIONS PREPARED BY LANGSTON P1 SERVICE PEDESTAL ID 'Pr UFER GROUND AND ASSOCIATES ON FILE AT THE CITY. 600 I Q E wee, go LE-(4- mwtm Ldir-r-rm UNDERGROUND WIRING o CIRCUIT BREAKER 800 O RANCHO ETI WAN DA L.M .D. - - �\ PHCIRCUIT IDENTN=(CATION � FUSE 1000 00 DAY CREEK BLVD. (PANEL PI, CIRCUIT t TRACT 15493 & 15902 Q UNDERGROUND PULL BOX 3 00 THW-CU-3/4' WIRE E CONDUIT SEE DRAWING NOTE tt8 (3 CONDUCTORS COPPER APPROVED B Y DATE =10-A WG7T 4W RECEPTACLE INSULLATION E 3/4' CONDUIT ggoFESS/0 CITY ENGINEER �� � � C l�.C� R C E N 0 49 5 3 CIRCUIT NO. � 5,7 � SINGLE POLE SWITCH kQ PM L ati�� 100 W. METAL HALIDE 14FT. C.O. CONDUIT ONLY N0. 11453 C � , DESIGN R E C 0 M M E N E D POLE LIG-IT, 240V. EXP, 1 /31/03 LIGHTING DESIGNERS P.O.C. POINT OF CONNECTION D.D. ELECTRICAL ENGINEERS w GND GROUNDD 3051 EDINGER AVE. ---� EXISTING STREET LIGHTING _� -07— DRAWN TUSTIN, CA 92780-7204 SHEET DESIGNED BY OTHER � t �h F� CTRL P� �P LDB INC. TEL: (949) 733-8038 L- 47 ce T �� irv�.ORPORA EL FAX: (949) 733-8058 FOP CAL\F� CHECKED DRAWING N0. W.T. Date: 1 /31 /02 LDB N0: 21043 N SHEET -70 0F 24" U � O w --- "� ------- ---- — w O c 13 14 m 3�1 -- w U. - 1(o O DAY CREEK BLVD. lw 0 z --- --- ------ -- _- - - -- --- - - - 1 i FINISH GRADE PEDESTRIAN WALKWAY LIGHT \ SCALE: 1/2" = 1'-0" KEY MAP 011 L-48 L-49 � L-50 - - - - LA rm ui 1 - _ - - - - (!} TOP BOTTOM TOP BOTTOM TOP BOTTOM O w m 7 Lu . 18 '.9 Q - - - - -------------- w L-51 L-52 w DAY CREEK BLVD. w Z > z► 25 C.O. 1 ' U O - il , ~ L-47 W - - 1�25' C.O, 6 - --- ----- _ \ TOP BOTTOM --- t �- (2) 2' C.O. DESCRIPTION OF REVISION DATE CITY APPROVED: L 0NC PR°FESS'°� CITY OF RANCHO CUCAMONGA �F` N0. 11453 3 EXP 1 12/31/0 Z uj z ELECTRICAL P *S�qECTR1cP` �,� RANCHO ETIWANDA L. M .D. TF OF- CALF DAY CREEK BLVD. TRACT 15493 & 15902 NOTE: LIGHTING SOUTH OF VINTAGE DRIVE TO BE INSTALLED BY ADJAC DEVELOPMENT, APPROVED BY : DATE: CITY ENGINEER �%– \cc�� (/ z- RCE NO 24953 DESIGN RECOM ENDED s LIGHTING DESIGNERS Yc D.D. ELECTRICAL ENGINEERS TI-IESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR TPE LIGHTING SYSTEM DESIGN. U I DRAWN �B 3051 EDINGER AVE. g LDB, INC. SPALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY TUSTIN, CA 92780-7204 SHEET DAMAGE OF ANY KIND THAT ARISES FROM THE LIGHTING DESIGN OF OTHERS, LDB INC. TEL: (949) 733-8038 L- 48 INCORPORA-EO FAX: (949) 733-8058 CHECKED DRAWING NOSCALE: 1 _ 30 _ 0 _.,. . W.T. Date: 1 /31 /02 LDB NO: 21043 1803 -L SHEET 77 OF co 58 x 57 56 5 5 54 53 — W I o WJ > _ __ _- p UJ J m Im W 23 Z 021 �2 29 Lu - w U ` ? EBLVD. z +. .. > DAY CREEK J Q � 1 1.25' C.O. 5.7 lip �� E -0.6`b �� 1.3 5,7 0 2 — --�� Pi-1.3.5,7 �� o 4 \ 5 4 =8 TPWN/7WV^ -CU-1.25' 0 l \ 1=8 GND. z A (2) r c.o. L-47 g I �- KEY MAP c1 52 51 50 �� ' �. L-48 L-49 L-50 Z 10Qto w °° Oui Q - - - - w W1 ' = TOP BOTTOM TOP BOTTOM TOP BOTTOM� w 0(n 25 2E 21 29 29 w — --- - - ---- — - _- - =_= - - - -- --- -- a W - - �___ �. �;_� - - W � z -- - co L-51 L-52 1 1 w = DAY CREEK U BLVD. w z PI-13.5.7 - 1 ,57 4 u8 TNNN/TNWN-CU-I,5' 4 u8 TIHNN/TNWN-CU31.25 T 1u8 GND. Iu8 GND, Q -- ------- - i (ENTIRE RUN) W - Q ' ` - _ TOP BOTTOM 4 u8 7I� /THWN-CU-1.25' � - � 1 1=8 GND. PI-1,3,5,7 DESCRIPTION OF REVISION DATE CITY ELECTRICAL SERVICE PEDESTAL E PI � 4 =8 TPWN/TI-IWN-CU-2' APPROVED: 120/24OV., IPI—I., 3W. Itt8 GND. 100 AMPS MAIN �v (1) 2' SPARE FESS/ 12 �� 1 IN6' SLEEVE 'Q) � 0 °� CITY OF RANCHO CUCAMONGA � � � � QPM tic �F N0. 11453 EXP. 12/31/03 Z af _o ELECTRICAL P ECTRiCP��`P RANCHO ETIWANDA L.M .D. l£°F CA�'� DAY CREEK BLVD. TRACT 15493 & 15902 APPROVED BY : DATE: q CITY ENGINEER RCE NO 24953 DESIGN a� LIGHTING DESIGNERS RECOMM ED x D.D. ELECTRICAL ENGINEERS THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR THE LIGHTING SYSTEM DESIGN. DRAWN �B 3051 E D I N G E R AVE. Q LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY TUSTIN, CA 92780-7204 SHEET $ DAMAGE OF ANY KIND THAT ARISES FROM THE LIGHTING DESIGN OF OTHERS. LDB INC. TEL: (949) 733-8038 L— 49 x INCORPORA'cD FAX: (949) 733-8058 C D . i SCALE: 1 — 30 _ 0 HECKE DRAWING G NLO 0 W.T. Date: 1 /31 /02 LDB NO: 21043 Iy 3 N x SHEET 78 OF ■ UJI 49 ■ cf) R 48 1 [D .j F- 6 0 LLJ ui LLJ cry ■ uj uj uj UJI cl) w DAY CREEK BLVD. 1.25' C.O. z Z .j F- 13 5,7 5.7 ZO.7% 5,7- 5.7 ■ ♦♦^^ 2 � A L13 ■ 4 =8 TIqN/TPWN-CU-I.25" 1=8 GND. 4 =8 T4-IN/TWVqN-CU-2" Itt8 GND. (1) 2" SPARE IN 6' SLEEVE. 69 x 58 ■ 37 68 67 KEY MAP 36 C) c' L-48 AA%JL-49 L-50 0 im w rm LLj 0 w LLI co Elr I I -Lu TOP B01-TOM TOP BOTTOM TOP BOTTOM w LLJ a: LLJ z U) 0 J ' DAY CREEK BLVD. P2-1,3,5,7 R w 4 =8 TWPN/TPWN-CU-I.25' z C.O. L-47 1=8 1=8 GND. L-51 L-52 1.3 5,7 ...... 5,7 1,35,7i E ------------------------ LU ---- ------- ---------- kn 32 31 30 TOP BOTTOM 34 33 29 4 08 TPPN/TPV^-CU-T < 1=8 GND.. (1) 7 SPARE 35 IN 6' SLEEVE. DESCRIPTION OF REVISION DATE CITY 4A :f,- -1 APPROVED: 9?'o�E ss/°� CITY OF RANCHO CUCAMONGA NO. 11453 EXP 1 /31/03 IJ ELECTRICAL PLAN ;11 4ECTR\0- RANCHO ETI WAN DA L.M .D. 0 CA\-\FDAY CREEK BLVD. TRACT 15493 & 15902 APPROVED BY : DATE: CITY ENGINEER RCE No 24953 DESIGN CL LIGHTING DESIGNERS RECOMM"PED D.D. ELECTRICAL ENGINEERS THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR TI-4E LIGI.4TING SYSTEM DESIGN. 3051 E D I N G E R AVE. LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/Op PROPERTY DRAWN TUSTIN, CA 92780-7204 SHEET DAMAGE OF ANY KIND THAT ARISES FROM THE LIGHTING DESIGN OF OTHERS. LDB INC. TEL: (949) 733-8038 L- 50 ---- INCORPORA-ED FAX: (949) 733-8058 CHECKED DRAWING NO. SCALE: 1 ' - 30 ' — O 'l W'T' Date: 1 /31 /02 LDB NO: 21043 1503- L N SHEET OF i ` 46 � 57 56 55 54 0 ww w ' z >_ O 0 47 cs? 49 W w 44 45 46 ---- --- ----- m LU Cj Q P2-1,3.5,7 P2-1,3.5,7 w Z4 tt8 TPPN/TI-IWN-CU-1.25' 4 tt8 TPWN/TPVVN-CU-1,25'Z 08 GND. DAY CREEK BLVD. 4 ug TSI-IN/T�IWN CU3,57 'tt8GND. 10) J wItt8 GND. w mow// ��\ ; — (ENTIRE RUN) Z J_ 13 ' U L — A P2-13.5 7� 4 tt8 TF-I- d'-IWN-�` L 47 8 1:18 . j:"'" 17 P42 3,5,7 (1) 2" SPARE /' IN 6' SLEEVE. / 108 GND�� -CU-T 2 8 , (Av 6'SPE , 2 7 � 26 \t— 1 TRI PEDESTAL P2 2 5 / 2 4 ` ELECTRICAL SERVICE PE S >r g 120/240V., IPP., 3W. 100 AMPS MAIN I �! 3 K EY MAP 47 57 58 1 2 � J L-48 L-49 L-50 cmEE I — Lu - -_ ti y ' w - -, w TOP BOTTOM TOP BOTTOM TOP BOTTOM co LLJ O Q � W �� 54 55 ;E w 'LLJ � 5. 52 �3 Q w �0 �0 — ----- — � L-51 L-52 co - ---- - - -- - -- - -- - y z w P2-1,3,5,7 - Z 4 tt8 Itta GND. DAY CREEK TNuN/TuWN-CU-1,25' J J BLVD. o_- t f , M P2-1,3,5,7 W 7= U 4 tt8 TIMI-IN/TNWN-CU-1.25' W UI — ---- ----___ —. Itt8 GND. - Q1TOP BOTTOM cY 5.7 1.3 > 57 G ^ _7f - - - - _ - - -- -- ' 2 r � a 4 �T�-A-IN " Itt8 GND. (1) 2' SPARE — 1IN 6 SLEEVE. 1 6 -. -tel �/ C 1 Y S - DESCRIPTION OF RE ISION DATE 7 6 �' APPROVED: I _ ' i RpFESS�p L L 0� CITY OF RANCHO CUCAMONGAP2-13,5,7 4 ug TI-N-NV/THVVN-CIJ-T N0, 11453 08 GND. EXP. 12/31/03 (1) 2' SPARE IN 6' SLEEVE. r ELECTRICAL P RANCHO ETIYYANDA L.M .D. ECTR` 4 ATF OF DAY CREEK BLVD, TRACT 15493 & 15902 APPROVED BY - DATE: r CITY ENGINEER � e � CZ" -� RCE NO 24953 DESIGN RECOMMEN ED LIGHTING DESIGNERS D.D. ELECTRICAL ENGINEERS THESE PLANS ARE FOR THE POWER DESIGN ONLY. NOT FOR THE LIGHTING SYSTEM DESIGN. LDB3051 EDINGER AVE. e LDB, INC. SHALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY DRAWN TUSTIN, CA 92780-7204 SHEET $ DAMAGE OF ANY KIND THAT ARISES FROM THE LIGHTING DESIGN OF OT�41ERS. LDB INC. TEL: (949) 733-8038 L- 51 ei INCORPORA`tD FAX: (949) 733-8058 , CHECKED DRAWING NO. SCALE. W.T. Date: 1 /31 /02 LDB NO: 21043 SHEET 00 OF I � 1 98 \. 97 82 0 81 1 > � � zCIO cf) 1 z - c W --- w �g W ' ' 59 EA+Of, 6' 62 E? i -- — rn W 42-',3.5,' KEY MAP z 1 4 tt8 TPI-M/TNWN-CU-1.25 DAY CREEK BLVD. 1*18 GND. � ' Q �. L-48 L-49 L-50 Q 5,7 lw W 1.3 U) - m ai -- - - -- - - -- m - - - -- r � L 47 3 1.25' C,O. �`�' � I � TOP BOTTOM TOP BOTTOM TOP BOTTOM 0 1 i' L-51 L-52 ■ P2-1,3.57 W - 4 =8 TPPNrrPWN-CU-2' �^ 148 GND. (1) 2" SPARE IN 6' SLEEVE. TOP BOTTOM DESCRIPTION OF REVISION DATE CITY APPROVED: Q ,NFLOC ;°N CITY OF RANCHO CUCAMONGA q N 0. 11 3 -p�C� EXP. 12/31/03 Z ELECTRICAL PLAN F4 EC R�CP` �,� RANCHO ETI WAN DA L.M .D. �F0 CALF°� DAY CREEK BLVD. TRACT 15493 & 15902 APPROVED BY : - DATE: CITY ENGINEER ct-� k RCE NO 24953 DESIGN RECOMMENDED 2 LIGHTING DESIGNERS o D.D. ELECTRICAL ENGINEERS TPESE PLANS ARE FOR TPE POWER DESIGN ONLY, NOT FOR TPE LIGHTING SYSTEM DESIGN. �B 3051 EDINGER AVE. DRAWN e LDB, INC. SPALL BEAR NO LIABILITY FOR ANY PERSONAL INJURY AND/OR PROPERTY TUSTIN, CA 92780-7204 SHEET DAMAGE OF ANY KIND TPAT ARISES FROM TPE LIGPTING DESIGN OF OT�41ERS. LDB INC. TEL: (949) 733-8038 L- 52 CHECKED a INCORPORA-ED FAX: (949) 733-8058 DRAWING NO. i SCALE. 1 ' - 30 ' - 0 " W.T. Date: 1 /31 /02 LDB NO: 21043 - SD 3 -`-- g SHEET S I OF