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Home My WebLink About1800-L DEVELOPER KB HOME TRACT 15174 801 CORPORATE CENTER DRIVE, SUITE 201 POMONA, CA 91768-2641 LANDSCAPE MAINTENANCE DISTRICT PHONE (909) 802-1100 NO . 4 FAX (909) 802-1111 CONTACT: JARY COCKROFT ROCHESTER AVENUE s/o CHURCH STREET, CHURCH STREET e/o MALAGA DRIVE, MALAGA DRIVE w/o ROCHESTER AVENUE VICINITY MAP GENERAL NOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN I �� _ GENERAL NOTES: L-4 CONSTRUCTION PLAN g L-5 CONSTRUCTION PLAN ,� '"',rte x 1 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING '° , R : AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: DETAILS ' ` ,� � L 6 CONSTRUCTION + R - _ _ OF THE LANDSCAPE ARCHITECTAND THE CITY. SwI' ; • �,� , ii BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB L I �u;w r ' �' , � ;{ �r 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-8"W IDE X 6"DEEP CONCRETE HEADERS — N PLAN ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE MAINTE L I R R I GATI O nop ��{ - + .' NANCE 8'WIDE X 6"DEEP CONCRETE HEADERS L-8 IRRIGATION PLAN a� �' �`,is �� 3 ALL WORK SHALL BE PERFORMED ACCORDING TO CUR RENT CITY BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE ;�� +�_ �r �� e�¢ " �" STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE-6 WIDE X 6 DEEP CONCRETE HEADERS �, �' n '�-'i- <G� fit! --. ��C s " ' •` � M PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE- {t q f ,C 6'WIDEX6"DEEP CONCRETE HEADERS L-9 IRRIGATION PLAN .d - M700C S1 rQ I..� '"`' '' 11 --•+i 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR Vicr �, � -. eMU �. �� —" 31 WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL L-1 O IRRIGATION PLAN ;, x ,/ ` `, R`� LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE Cr a s rea 5?5` 1' ,` �� vA�tic' t6; d: n a.r s x LAW. MADE IN THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELD 51; �� G , 7� L-11 IRRIGATION DETAILS �� CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR .; VIVV'A 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. I� ca, WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE L-12 IRRIGATION DETAILS t : P d ,fir ff i u ni r G eAnn.st i rax >� DR ., a ALERTAT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE • CONSTRUCTION. FOLLOWING CRITERIA: L 13 PLANTING PLAN h t[ s-7�c3+ T1pbov v'"' 6i�1 u - AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. _.� ;� �„�- �� -, Till pis REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC L-14 PLANTING PLAN Tl$ RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. a.. AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY TE L-15 PLANTING PLAN W 9 z h� r � f �, a gi REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE a w D t; •� 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR. �` ' P I t` �E� WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND L-1 V PLANTING PLAN r �,” '�" �9 .a!�' 4 I STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION. ° a 1. `� 1 " ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT =1 - t L-17 PLANTING DETAILS PLANS ONLY. +` —• �,.<� ,n ;� -} 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDEWWI 16m- FLAT AEA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING- L— Q 1 V IRRIGATIONSPECIFICATIONS 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L-19 PLANTING SPECIFICATIONS A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. PROJECT LOCATION 9 UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD JAMES FRET INSPESHALL CORTHATE,AND ABLISH WRITTEN CCOMPLISHEVERIFICATION FROM THE L-2O LIGHTING SPECIFICATIONS GENERAL NOTES & SYMBOL INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN B. GENERAL TELEPHONE (818)969-7911 , = ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY L"-21 PATHWAY LIGHTING PLAN g VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR, (800)483-3000 OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT L-22 PANEL SCHEDULE, DIAGRAMS & DETAILS N.T.S. THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, 9641 SAN BERNARDINO ROAD (800)427-2200 WEEDING, IRRIGATION,PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA,CA 91730 WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH (909)967-2591 L-23 PAS EO GRADING AND DRAINAGE PLAN SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT MAINTENANCE RESPONSIBILITY MAP MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CONSULTANTS CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONTST. (909)593-7474 REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) CITY. ONTARIO,CA 91762 (909)983-9895 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION CIVIL ENGINEER _ I PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 L A N D S C A P E MADOLE & ASSOCIATES, INC RECOMMENDATION. RANCHO CUCAMONGA,CA 91730 �sAMr.CHURCH '"STHEE 11 ARCHITECTURE 566-2757 10601 CHURCH STREET, SUITE 107 (800) go CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY RANCHO CUCAMONGA CA 91730 DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 7951 REDWOOD AVE. SITE PLANNING 760-438-0525. FONTANA,CA 92336 (909) 948-1311 w (800)655-4555 10 6 21 Church Street CONTACT: RON MAESTAS SEE SHEETS L-2, L-7, & Suite 106 `� \ �� _jZ Rancho Cucamonga L-13 i �� \ Pt_ ACE �l 1w _ ♦�P�. '� \ SNE ' E 1 9 �97 071 �¢ CA 91 730 ELECTRICAL ENGINEER s2 94 9596' ss I I ; I ' (909) 484-2800 S & K ENGINEERS 90 102LLI o ]VU664t98 � 421 HUNTINGTON DRIVE 99 w Fax (9091 484-2802 MONROVIA, CA 91016-3632 ,r B7 se \ 104 103 6' 1= p-, • Richard Krumwiede (626) 930-1383 86 106 10663 10 CA Lic. #2834 AZ Lic. # 29115 CONTACT: RUSS FERBRACHE 107 COURT IO ,e0 NV Lic. # 446 �i �Je C,�C�NC'NP`M 62 Q �'e� 178\9 164 ' a� 114 115 "61 "' 6iI- I I LANDSCAPE QUANTITIES JCAA/10A,n '� 12113 110 1s s l CHURCH STREET QTY. SIZE ROCHESTER AVENUE QTY. SIZE l Y 176\ 166 �, - ,10 122 121 59 ' QQ 17511 1 JQ' 'E R , 123 SEE SHEETS L-3, L-8, & TREES TREES� GO 16% \,24 j_- r- I L-14 Brachychiton populneus Bottle Tree 4 15 gallon Brachychiton populneus Bottle Tree 34 15 gallon Ise 161 ` 2s OMPG�COVR w 5? . I KOelreuteria bipinnata Chinese Flame Tree 4 36"Box Rhus Lancea African Sumac 23 15 gallon ,73`�( 16\ 160 Magnolia g. 'St. Mary' Magnolia Hybrid 66 15 gallon C> DESCRIPTION OF REVISION 14A , POS ~ DATE APPROVED 172 ;70 -`� +59 149 *' 130 131 5 1 I ♦ f� t58 750 ,2a 129 55 � SHRUB AREA 17906 SQ. FT. SHRUB AREA 20693 SQ. FT. 13 +57 127 132 CITY of RANCHO CUCAMONGA— M� U 5a 1 COBBLESTONE AREA 4640 SQ. FT, COBBLESTONE AREA 5550 SQ. FT. TRACT 15174 I STAMP AREA 3136 SQ. FT. 4.4 ,ss \+s2 OJ \. ♦ , 531 I I TOTAL AREA 26,495 SQ.FT., .61 ACRES O s 1s5 ;s3 �O t46 CONCRETE CREDIT AREA 3785 SQ. FT. O MPR V E M E NT . ,7 154 oy' ,45 3� * 52 " rW LAN DSCAP E I O S q� P Q�� \ IZ TOTAL AREA 29.812 sa FT.,.6e ACRES ROCHESTER AVENUE s/o CHURCH STREET, '9 sQP� O 143 ,� 51 I� CHURCH STREET e/o MALAGA DRIVE, 49 50 IQ MALAGA DRIVE QTY. SIZE PASEQ GTY.- SIZEl� '� MALAGA DR. w/o ROCHESTER AVENUE �9r`\ 20 142 140 Q, _ T 1 I TREES TREES `V2, 22 141 4s 4' 40 ,/ 39 Rhus Lancea African Sumac 77 15 gallon Brachychiton populneus Bottle Trw 43 15 gallon U TITLE SHEET �X23 t/Nf(�R G 1 1 Koelreuteria blpinnata Chinese Flame Tree 2 36"Box Ehobotria defiexa Bronze Loquat 6 15 gallon �O 24 M/(� ��- 1 38 ,1� Koelreuteria bipinnata Chinese Flame Tree 2 36"Box APPROVED BY. DAT E 26_/'7 °R/v J 1 .1w SHRUB AREA 17838 SQ. FT. NDSCAPF 41 CITY ENGINEER RCE No. 24953 � � is Iw SHRUB AREA 19843 SQ.FT. COBBLESTONE AREA 4623 SQ. FT. �`� uRWi@ q�\ DESIGN ARCHITERRA D IGN GROUP _LADED SEE SHEETS L-4, L-9, & / ! 1. = a a@ y\ L-15 +! r IU COBBLESTONE AREA 7378 SQ.FT LANDSCAPE ARCHITECTURE "� 30 31 32 1 1. O CONCRETE CREDIT AREA 4400 SQ. FT. `" R1` SITE PLANNING .,�. 34 35 36 37 CONCRETE CREDIT AREA 10630 SQ.FT. ;�' w A; K ;�-- �� t. I PATHWAY LIGHTS 22 10621 CHURCH STREET, SUITE 106 LANDSCAPE ARCEilTEC mom I M URAL PLANS .• TOTAL AREA 31,426 SO.FT., .72 ACRES s� DRAWN RANCHO CUCAMONGA, CA 91730 SHE F I '+'1HLgGq -_� Z WOODEN BENCHES 2 * -- 7 3„1a; KPF (909) 484-2800 FAX: (909)484-2802 SEE SHEETS L-5, L-10, & - DRIVE- � � L-16 -- --, == �— TRASH RECEPTACLES 2 `�'� ate ��, O ( N.T.S. TOTAL AREA 27,479 SQ FT.,.63 ACRES 9r\o F C p``/ CHECKED DATE 2/6/02 RLA No. 2834 D I /�,DI(�IGLNO. ARCHIJ ERRA JOB No. 0108-5 SHEET OF CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT _ 1 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 5'-0" 13 Q SUCH NOTIFICATION. cr 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR =/ 13 m D18 >vP LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 45°TYP. 12' 24" Q 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. za' 11 8 TYP 18._a PA PA. 12" ,� PA 4 ;_:,f P.A.• , PA. Q Q 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES. PIPES - P.A. AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND V_V'V, l.x - _ . • G ,.-_________________ .-__. ______ _ - - A �-_ REPLACEMENT F A D UTILITIES, _ W0 S c _ W 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO 3 14 15 1 ' IRRIGATION PLANS. CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION P. � i' 4 - rn_ W INFORMATION. d 2�' 2a° PA - - Z ' ' 2 8 > 1 J 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO S Q = ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. P. 13 V 24" P'A - 6 ,� 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND .....- . - 3 1 5 18 U Q SHARP TRANSITIONS. 1 s^ -- 3'-0"MIN, , 7 w 2 8. ALL CURVILINEAR WALKS, CURBS. HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE TYP. 14 WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 8 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION ' / m 42" ti 2 . - - � - SHALL TAKE PRECEDENCE. 12 Pa. 9 13 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 8 11 . . 10 18 Typ 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION g i (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303, AND 400, AS a^ 24" WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, 10 12s MATERIALS, LABOR, AND CLEAN-UP. - - EXISTING MEDIAN NOTE: CONSTRUCTION LEGEND - _ CONTRACTOR TO REFER TO DRAWING No. 1670-L PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR R. 11 �--- PREPARED BY A.D.G.FOR EX.MEDIAN. MEDIAN TO „ ti 411 _ Oi WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE X-48, MEADOWBROOK AVAILABLE rYP 1 6 - - REMAIN. PROTECT IN PLACE. THROUGH LA HABRA STUCCO, (909)653-3549. •_ 12"0 . 4'-0" - 15 -�� - O PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL 48" b . Q W 15 8 - LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. N 24 c�o 12 14 Q -*SPA 4^-,s^ �� `� 3 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) o m z 24 ,� CH U O m 18 ' p a. H S TERRA VISTA COMMUNITY MONUMENT WALL PER DETAILS , SHEET L-6. W = _ � - -dA - ---- ...._ ..__ ---� .24" PA 4" ,r TREET 4 " VISTA"COMMUNITY J K L M 23 " IL Q 5 SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE ' • S� t8„ 3s" 10 --•__- = . -. 9 14 \ O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. NLN W < f 1 3-0"MIN. _ v � A-1 G Z r ' 4TMP. 13 1 �'P tA HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. i 24" 13 V"' 1 V`t �� f _ 24"�18" P.A. , , - C.3 �. PA ' f pA• 8� 18 O EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. (n PA 1' 18 rvP 82 ! f P.A. ;. P 4",1 12 Og STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. Q -- 3 f . / EXISTING MEDIAN NOTE: 2 > _ Q7 / CONTRACTOR TO REFER TO DRAWING N0. 1670 L 2 81 4 O9 TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. 7 I f PREPARED BY A.D.G.FOR EX.MEDIAN. MEDIAN TOQ 15 5 80 / ,�., / 10 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REMAIN. PROTECT IN PLACE. � 4'-0' ' / � t t FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. / 42" 79 / U J m 4 12 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. / za. INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN", 14 78 t3 AVAILABLE THROUGH L.M. SCOFIELD CO. 800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS. A. >3 (800) P.A. \ o- 18 TMP 2 77 O LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD ='; Q- t4 DETAIL NO. 542(DETAIL A & C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. PA. 4 Z 4 - \ 11 B 11 STIR E4 t5 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, ON SHEET L-6. T ' PA. ,W.12" RETARDANT FINISH CONCRETE w/T SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. PASEO MAT CHLINE - SEE SHEET L 76 ' -5 t� TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS. t8 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534&542, DETAILS A &C, SHEET Lf. 75 1j 19 DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. ti� \ O / \ C 20 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 3 V WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800) 367-7325. . � \ 21 74 3T-T MIN. �/� \ O SEE DETAIL G, SHEET L-6. TYP. A. \ TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE ';> O 909) 350-9000. SEE DETAIL H, SHEET L-6. 273 P A 23 SLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEER'S PASEO GRADING O PLAN, SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. HUBBLE AFF-040-WL 110V FLOOD LIGHTING TO MATCH EXISTING FIXTURE ON ADJACENT CORNER TO THE NORTH. P.A. _ 12 \ ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, 72 , 24 ETC. FOR CITY AND LANDSCAPE ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR PA., 15 ANY PERTINENT PERMITS REQUIRED FOR CONSTRUCTION. A. 4. fir'P.A. 18 nP SHEET KEY MAP 1 71 ` P.A. 4" � . dop PA. \ 5 i1r 4" DESCRIPTION OF REVISION r°P w DATE JAPPROVED 70 :24Q ¢# CITY of RANCHO CUCAMONGA ro, TRACT 15174 15 6 SCALE: 1" = 30' Q LANDSCAPE IMPROVEMENTS 8 �(/ ROCHESTER AVENUE s/o CHURCH STREET, LM J CHURCH STREET e/o MALAGA DRIVE, 3 =ER ON N--,--. P MALAGA DR. w/o ROCHESTER AVENUE '1 �, , Pte: ` W 4 4-0"TYP. �/� ,� CONSTRUCTION PLAN `, F Underground Service Alert 24 -9 •; PA. - N r APPROVED BY: DATEo�- 14 ti 11 .0 y y'= Y s °SCA F\ CITY ENGINEERRCE No. 24953 • -- call: TOLL FREE ��ti , " PLAN CROSS REFERENCES F ;y a �UmW a@ 9y, DESIGN RE _NDED ,[� �" , �,e , 4� __ .F �' '� �'� ARCHITERRA D SIGN GROUP WALKWAY LAYOUT NOTE: `' 4-0 R V N.T s ;'�? ,� T, ..` KPF LANDSCAPE ARCHITECTURE q TYP. i v w �`'., SITE PLANNING / CONTRACTORS SHALL FOLLOW THE SIDEWALK LAYOUT AS INDICATED ON THE PLANS SF FOR NOTES AND LEGENDS, SEE THIS SHEET '� w -41 10621 CHURCH STREET, SUITE 106 1 -8Oo AS CLOSELY AS POSSIBLE. WHERE DIMENSIONS ARE NOT INDICATED,OR FOR n�,� FOR DETAILS, SEE SHEET L-6 �; - Signal 2 DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L-2 till( ADDITIONAL INFORMATION AND CITY STANDARD DETAILS, REFER TO CIVIL ENGINEER'S \ FOR SPECIFICATIONS, SEE SHEET L-17 �.* �e y KPF (909) 484-2800 FAX: (909)484-2802 422-4133 STREET IMPROVEMENT PLANS, FOR SIDEWALK ALIGNMENT APPROVAL IN THE FIELD. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-7 \I'> to �� CONTACT THE CITY INSPECTOR'S OFFICE AT(909)477 2740. CHECKED DRAWII�J,G NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 `�0F CAS. RWK DATE 2/6/02 RLA No. 2834 l gODU'�-- ARCHITERRA JOB No. 0108-5 SHEET OF MATCHLINE - SEE 'AA' , MATCHLINE - SEE SHEET L-2 61 P.A., ' wwww w wwwww�w� �: _ 111 11 PA. END of colla E 1 �. 14 _MATCHLINE - SEE 'BB' 69 _ _ CONSTRUCTION LEGEND .2rRY 12 +, MIN. —� PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR 60 j 11 § O WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE"X-48, MEADOWBROOK"AVAILABLE I THROUGH LA HABRA STUCCO. (909) 653-3549. 1 I MIN. '0' TYP 18 MIN. PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL dp 51 P'A'. e CENTER OFPARK IAY PLANTER O LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. --- — r -• MIN �, . .a. O RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ.TO WALL FOR GRAPHIC CLARITY.) ' I 8 PA i 7-T TYP.; MIN. O "TERRA VISTA"COMMUNITY MONUMENT WALL PER DETAILS I,J, K, L, M, SHEET L-6. : r CENTER OF PARX VAY PLANTER r I r 59 MSN G>_ A I s SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE c ; : MI O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. fib I T-T r_T rfp. r 23 O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 24" _ EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. Trp 18 12 , O ' = 7 I • :a O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 24" 15 ' 58 _ I —__ i �, Og TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. I l to DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 2 § : �s- R : IY ear FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. a^ I I 24" O 67 : MIN. —— = PA. _ PA , t2 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. I t3 INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN", r-0"R MI S'-0" 14 _ - 39 ;- D O AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS." Trp. —__ W (REVERSE CURVE) , ; 57 1 Y, W - W t 4 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD > > O DETAIL NO. 542(DETAIL A & C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. Q Q �24^ EADOFPARNWAYPLANTER ; ' I :P A.' is COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, ON SHEET L-6. 66 PA. ; ; ` , , ----— 1 II • RETARDANT FINISH CONCRETE w/T SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. W W LU is 23 4-TTYP 24" ,r �' 000, t� TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS. U) U) L j", 24° W : { wt s 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534&542, DETAILS A&C, SHEET L-6. MIN. b n: 1 � • r , 19 DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 24" V Q 15 O O 20 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 38 `N 6'WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. MIN. c I 't MIN. ri 2t 65 �.„. - SEE DETAIL G, SHEET L-6. I 3 CENTER OF PAR Ar PUNTER : ,, I - TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE MIN.' O 909)350-9000. SEE DETAIL H, SHEET L-6. +. 55 MIN. I 4 ' F CENTER OF PAR AY PLANTER r f 1 1 I PA SLOPES PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEERS PASEO GRADING TMp 18 Iz ', § 23 PLAN, SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. 64 , r�24" 2 MI MIN.' ' HUBBLERFF-040-WL 110V FLOOD LIGHTING TO MATCH EXISTING FIXTURE ON ADJACENT CORNER TO THE NORTH. • `' ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, i r MIN. ETC. FOR CITY AND LANDSCAPE ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR rrp 18 `0' ANY PERTINENT PERMITS REQUIRED FOR CONSTRUCTION. I ; r SZ I 8 MI TYP 54 MIN" --+ a" MIN. ; r � CENTER OF PA"Y PLANTER I 23 : 4 j P 63 • I ► !? ; IPA. ;37 I M MI > �o" ' I 2 --- 53 ,4 42„ ,2 SHEET KEY MAlirmiP 8 — C� I 62 1 � 12 1 _•• � � �w w� wra w� w� wra � g DESCRIPTION OF REVISION MATCHLINE - SEE SHEET L-4 �° = = DATE APPROVED LL CITY of RANCHO MATCHLINE - SEE 'AA' I - SCALE: 1" - 30' TRACT 15174 52 ; LANDSCAPE IMPROVEMENTS 2" TER AVENUE / CHURCH . R HES U s o STREET, OC CHURCH STREET e/o MALAGA DRIVE, ' t 24" k MALAGA DR. w/o ROCHESTER AVENUE — W CONSTRUCTION PLAN MATCHLINE - SEE 'BB' . Underground Service Alert APPROVED BY: L SC 4 pF = PLAN CROSS REFERENCES , �,- „ �� uTn,�;= CITY ENGINEE RCE No . 24953 • Call: TOLL FREE 4�F �- - - - ;co �a�' �y\ DESIGN ARCHITERRA D LGN GROUP FIE DED r ? LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET !� ` KPF SITE PLANNING �� 1 -800 FOR DETAILS, SEE SHEET L-6 +� siairo2 DRAWN RANC10621 HO CUC STREET, A SUITE1 30 06 N.T.S. 7/31�, RANCHO CUCAMONGA, CA 91730 SHEE 1 L-3 422 4133 FOR SPECIFICATIONS, SEE SHEET L-17 KPF (909) a 28 o AX (909) a 2so2 - FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 �'q CHECKED DRAWING N0. WORKING DAYS BEFORE YOU IG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 \� of oA�-��° RWK 2/6/02 D-L a TWO DATE RLA No. 2834 ARCHITERRA JOB No. 0108-5 SHEET OF N / �' 12 2 3 UJ 13 1 ,� _ ----------------------- ---------------- - l 1 4 2 18 15 cn - _ -- _ _ _ ! 15 16 5 18 LLl v - _ -/ t 23 10 ' r LLJ 17 PA. - , 18 L , 52'0'To 10'p, PA. �' - j d J =III .C.R. TYP. a PA. ' --------- d - U 20 1 V ■ "� — �- 4 ' P.A. r _ ,,. 4�. _ PA. - ,/ a 21 3 �PA Q J ! 2 5 —� _ 22 J --- - - - i1 2314 4-0MIN. - 23 1e TYP 1 24 2515 -- -- - 1a CONSTRUCTION LEGEND 1 - Q - - - PRECISION BLOCK WALL wl STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEERS WALL PLANS FOR 6 12' s 4 PA. l ----- - _ LLJ W - - - -------------- _ _. t WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE"X-48, MEADOWBROOK"AVAILABLE qq m RIVEter , v ,�.F_,a� - _ _ _ THROUGH LA HABRA STUCCO, (909)653-3549. _ 1-- — MALAG P.A. - 4° PA. + PA. W OPRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL — _ ,� z 2 LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. 1 J O �_ 1 =3 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) 12 � — 8 i (, 15 14 F-- 4 1 4 "TERRA VISTA"COMMUNITY MONUMENT WALL PER DETAILS I, J, K, L, M, SHEET L-6. _ 1 Q O SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE —� CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. 1 O HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. O EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. s O STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. O TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. Cgs( d/ to 01 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. �� 0- t t FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. t2 O CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. W 1 37 ;4 = • 'n . 13 INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN", G�� 3 :: v� O AVAILABLE THROUGH L.M. SCOFIELD CO. (800)800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS." CA;,p ' 10 Ot4 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY PER CITY STANDARD C- --- PA. DETAIL NO. 542(DETAIL A &C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. I 36 - -- ;42'I� " N9 2 �G 15 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, ON SHEET Lf. AA�C, �< 14 is RETARDANT FINISH CONCRETE w/3 SQ. SAWCUT,JOINT PATTERN PER DETAILS D AND E, SHEET L-6. t� TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS. Q 35 }'-- O \ - 5 is 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534&542, DETAILS A&C, SHEET Lf. P tg DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. � 18 23 34 20 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. P 15 21 6'WIDE WOOD BENCH, MODEL#281-6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. ��O A. :• .A. , /SEE DETAIL G, SHEET L-6. Q = yiR 12 TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE 909)350-9000. SEE DETAIL H, SHEET L-6. ,•'j. 24" PA P.A. / m' 18 r 2s SLOPES PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEERS PASEO GRADING PLAN, SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. A HUBBLE AFF-040-WL 110V FLOOD LIGHTING TO MATCH EXISTING FIXTURE ON ADJACENT CORNER TO THE NORTH. 24 ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, ETC. FOR CITY AND LANDSCAPE ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR m' 18 ANY PERTINENT PERMITS REQUIRED FOR CONSTRUCTION. 10 �9 / 32 2 ' 31 6 1-T MN. O V�. 3 ` Typ. 1 30 ` - PA.23 29 - j 12" 2 28 j PA. , Q - 1 26 27 - PArt SHEET KEY MAP Q ........ - LU - -- - P.A. ` . 24" P.A. W W4a. : . _ 4�.._. ---, - , P.A. 15 _ / P d D E S C R I P T I 0 N 0 F R E V I S I 0 N DATE APPROVED Z P.A.� � PA. y-18" 18 �' - CITY of RANCHO CUCAMONGA V 1 e _ m TRACT 15174 Z �- 1 __-- — m SCALE: 1" - 30� Q 12 LANDSCAPE IMPROVEMENTS 1 _ �— — o , — _ — ROCHESTER AVENUE s/o CHURCH STREET, 1 CHURCH STREET e/o MALAGA DRIVE, MALAGA DR. w/o ROCHESTER AVENUE CONSTRUCTION PLAN Underground Service Alert `" u APPROVED BY: DATE 13 a�-- �NpSCgp,& ' CITY ENGINEER RCE No. 24953 PLAN CROSS REFERENCES i e ARCHITERRA D SIGN GROUP • Call: TOLL FREE / 4Y __ a as y\ DESIGN LANDSRE NDED CAPE ARCHITECTURE KPF SITE PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-2- I A 10621 CHURCH STREET, SUITE 106 L 4 1 -800 = - - DRAWN RANCHO CUCAMONGA, CA 91730 SHEE 1 FOR DETAILS, SEE SHEET L-6 N T.s `�* 731%�e -_- * KPF (909)484-2800 FAX: (909)484-2802 42iZ-4133 FOR SPECIFICATIONS, SEE SHEET L-17 ��, v "{ e�— FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-9 'q Q? CHECKED DR Ww G N0. BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 rF o f ca�-i� RWK DATE 2/6/02 RLA No. 2834 OD- L TWO WORKING DAY ARCHITERRA JOB No. 0108-5 SHEET OF 17 20 O� (2) 21 �� 00, 5�� ♦ 25 - . G 10 (2) �- —y CONSTRUCTION LEGEND lox 0 PRECISION BLOCK WALL w/STUCCO FINISH AND SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR 17 `C' O WALL LOCATIONS AND STRUCTURAL DETAILS. STUCCO COLOR TO BE "X-48, MEADOWBROOK"AVAILABLE �,, s THROUGH LA HABRA STUCCO, (909)653-3549. SEE TYP.ENLARGEMENT 16 ?0-0 ,s$ b' 18 TYP PA. 16 ISEE TYP.ENLARGEMENT O PRECISION BLOCK WALL w/SLUMP CAP. REFER TO CIVIL ENGINEER'S WALL PLANS FOR WALL 20 148 PA. ap LOCATIONS AND STRUCTURAL DETAILS. MASONRY BLOCK COLOR TO BE TAN. 1d . '•,V 3 RETAINING WALL EXTENSION PER CIVIL ENGINEER'S WALL PLANS.(SHOWN ADJ. TO WALL FOR GRAPHIC CLARITY.) � O P O "TERRA VISTA"COMMUNITY MONUMENT WALL PER DETAILS I,J, K, L, M, SHEET L-6. J, 9 23 5 SIDEWALK PER CITY STANDARD NO. 103. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. SEE G c3`` 7 12 ; ` 15 O CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL. 77 � 18 ; : q 126 Os HANDICAP ACCESS RAMP PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. Ar 18 TVP 11 9 ,RA O EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. _AQ. = 20 PA 14 O8 STREET LIGHT PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. ^' 2 �O O -15�° 1ap a� A ,,•'' // �. O TRAIL LIGHTING PER ELECTRICAL PLAN, SHEET L-20. 5 17 4" 3 .,.� DRAINAGE CATCH BASIN PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. a42" 147 ,: FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 18 ��S 18 15 �6� 2 \ 12 CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. V-T MIN. SEE TYP.ENLARGEMENT 16 r rn'. 5 INTEGRAL COLOR STAMPED CONCRETE PER DETAIL F, SHEET L-6. COLOR TO BE"AUTUMN BROWN", 1�a- 3 3 AVAILABLE THROUGH L.M. SCOFIELD CO. 800 800-9900. STAMP PATTERN TO BE"BOMACRON 4x4 GRANITE SETTS." 9 17 �' 86 ` by PA. ( ) A. = 19 136 20 14 LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, PER CITY STANDARD DETAIL NO. 542(DETAIL A& C ALONG TRAIL), SHEET L-6. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 17 �5 COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A, ON SHEET Lf. s3 18 a �`� ��' 18 TVP RETARDANT FINISH CONCRETE w/3' SQ. SAWCUT JOINT PATTERN PER DETAILS D AND E, SHEET L-6. tR. PA. 2 137 1a9_ 15 �7 TUBULAR STEEL FENCE PER CIVIL ENGINEER'S WALL PLANS. 6"CONCRETE HEADER PER CITY STANDARD DETAIL NO. 534 &542, DETAILS A&C, SHEET Lf. 23 a" 17 '• 8 108 s DEEP SCORE JOINT PER PLAN. SEE DETAIL E, SHEET L-6. 20 14 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL E, SHEET L-6. - R:� � � GI G�j V 6'WIDE WOOD BENCH, MODEL#281.6XR, AVAILABLE THRU PACIFIC DESIGN CONCEPTS(800)367-7325. ,F 18 TYP 30° V G 21 SEE DETAIL G, SHEET L-6. _ 2 18 TVP ' �A , 18 TYP \ TRASH RECEPTACLE, MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, AVAILABLE THROUGH DURA ART STONE •0 :. SEE TYP.ENLARGEMENT 16 Y . O 909)350-9000. SEE DETAIL H, SHEET L-6. 163 _ •.� ,1 : 2s SLOPES PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. REFER TO CIVIL ENGINEER'S PASEO GRADING PLAN, / O - �, SHEET L-23, FOR GRADING AND DRAINAGE IN PASEO AREAS. PA. 0 10 PA TVP 18 3 HUBBLE AFF-040-WL 110V FLOOD LIGHTING TO MATCH EXISTING FIXTURE ON ADJACENT CORNER TO THE NORTH. ?a" 8 , '•.• P4 ELECTRICAL CONTRACTOR TO SUBMIT SHOP DRAWINGS SHOWING LIGHTING CIRCUITRY, POINT OF CONNECTION, A ETC. FOR CITY AND LANDSCAPE ARCHITECTS REVIEW. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR n 5 ANY PERTINENT PERMITS REQUIRED FOR CONSTRUCTION. TVP 18 y" ,4 ,�. '9 47 8 It ,�o PA. • P 21' PA. i•t-- ,8 TYP a `42° 0 1--- 20 y PA. 46 tl '0' t-- G 0 � 4 19 5 42 11 TIM 18 20 'a 109 . e ' 20 i 18 TVP 3 TVP 18 19 3 3 15 \ e 162 2 co 5 , •' i 3 ' -- ----- ---- a 18 TYP 2 2 17 19 23 12 12'0' � e ♦�% ,�� 125 SEE TYP.ENLARGEMENT 16 _ 18 TVP dp 3r 15 -3r; - SHEET KEY MAP TYPICAL ENHANCED CONCRETE ENTRY 14 �- SCALE: 1"= 20' '4 A \ 23 DESCRIPTION OF REVISION PA BUNKER HIL L D V �-,� DATE APPROVED 148 9,� ' _� �� 12 14 17 — _ : W CITY of RANCHO CUCAMONGA 20 PASEO MATCHLINE — SEES `P� f TRACT 15174 ,5 �, - SHEET �-4 �S4 - 4 -s w SCALE: 1" = 30' LANDSCAPE IMPROVEMENTS 4 TYP 18 c ROCHESTER AVENUE s/o CHURCH STREET, P.A. (, , CHURCH STREET e/o MALAGA DRIVE, �jMALAGA DR. w/o ROCHESTER AVENUE z - 0P .es a• � .0 a CONSTRUCTION PLAN is Underground 17 �'��'� �� `�` APPROVED BY: DAT o g and Service Alert o E , �- c,� P1 *NOSOAPF CITY ENGINEE RCE No . 24953 >S � /� um q9 • Call: TOLL FREE PLAN CROSS REFERENCES �,`� =x , r �a� IIIV's �y DESIGN ARCHITERRA D SIGN GROUPREqWNDED KPF LANDSCAPE ARCHITECTURE 1 _�QO FOR NOTES AND LEGENDS SEE SHEET L-2 SITE PLANNING '� 10621 CHURCH STREET, SUITE 106 FOR DETAILS, SEE SHEET L-6 /\ �'T �i"i 2 DRAWN RANCHO CUCAMONGA, CA 91730 SHE L_5 +i + fi 3 ¢ — rbet KPF (909)484-2800 FAX: (909)484-2802 422-4133 FOR SPECIFICATIONS, SEE SHEET L-17 A- -- F, �t, _ `= Q �• FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-10 N.T.S Rq Q�. CHECKED DR WING NO. TWO WORKING DAY BEFORE YU DIG FOR CORRESPONDING PLANTING PLAN SEE SHEET L-15 r OF CA��F° RWK DATE 2/6/02 RLA No. 2834 1100- L ARCHITERRA JOB No. 0108-5 SHEET OF COBBLESTONE -f 21.IN R OW FLAT SIDE UP C PCC MOW CURB C"1 PER CITY STD.534 MORTAR TOOL MORTAR JOINTS SIDEWALK i/1-1• TOACCENTCOBBLE ORCONCRETE COBBLESTONE � _ HEADER i 2 3 1 2 3 4 2 1 NARDSCAPE MDRTARWYEN RMN. CURB W.CURB AND WALK ----- T MNIMUMCONCRETE RED 11-TURF UNDERNEATH COBBLESTONE �24 CAtE2 BOULDER r o.c (LOCATE PER RANI 7 MEN,SOIL DEPTH AT 1 v EDGE OF COBBLE 5 5 SURB COBBLESTONE W COMDRION CONCRETE HEADER-1!Y RADIUS EXPOSED EDGES 8 FINISH PER PLAN U2"RAD. LEGEND: 1'IN LAWN (INSTALL AT GRADE LEVEL AT SWALE WATERPROOF EXPANSION JOINT COLD JOINT 3-1/?WRIMIIM L) CROSSINGS) 1. 1Q"RADIUS AT ALL EDGES. mm, CONCRETE BED a•OR a' 2. NATURAL COLORANTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR; 1 2 4 1 2 24' r 11 11EE NOTE FINISH GRADE a SEE BELOW FOR FINISH TREATMENT. 3. COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. ESelf 2'MAX. MORTAREDSTONESWALE TT •�►�• •• DEPTH } ��• - - - I NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2'SQUARE SAMPLE OF EACH TYPE OF FINISH 1t4• FOR APPROVAL BY CITY INSPECTOR AND LAND.ARCH. 5 5 COBBLESTONE CONCRETE CURB • • REBAR CONTINUOUS CONCR ETE BED W,I3 BAR BENEATH COBBLE (UNLESS OTHERWISE INSTRUCTED) 1 EXPANSION JOINT 1 SCORE JOINT CURB a GLITTER SEE ABOVE DETAIL __ __-- LEGEND: 2 MIN.!4'MIX.MD FOR END CONDITION LEGEND: '•�. 4 2 3 2 - 1.MEDIUM BROOM 1. COARSE RETARDANT FINISH FINISH NAT.COLOR (CHEMICAL APPLICATION) NOTE: CONCRETE,RUN NATURAL COLOR 1/8 TO BE SAWCUT WITHIN PERPENDICULAR TO CONCRETE. 5 24 HOURS OF POUR. CUIRS - EDGE OF CONC./PATH a PccMD TYSTD 34 PA �� LEGEND: OF TRAVEL. 2. DEEP SCORE crrYsrD 534 LINE;SEE CONST. a MIN:4'MAX.RAD = 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDERS 2.DEEP SCORE PLAN FOR LAYOUT. LEGEND: SAWCUT SCORE JOINT DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE _ NOTES: SIDEWALK HARDSCAPE PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT _ JOINTS;SEE CONST. 1 CONCRETE CLAS 324L1.25'-'B JOIN AT RIGHT ANGLES tTYP.) NOS: LOCATIONS PRIOR TO INSTALLATION. _ PLAN FOR LAYOUT. 3 3. EDGE OF PAVING. 1. CONCRETE PAVING. 2 ROCK SVES UNLESS OTHERWISE SPECWn.SHALL BE BOULDERS MAX 3-0'=MIN 2'-0• 1. PROVIDE SCORE JOINTS AT la a�O.C.AND are EXPAAISTON 2 1/r POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3.EDGE OF PAVING. 2. 1/4"TOOLED RADIUS. COBBLESTONES MAX 17-MN r WITH ONE FLAT SIDE 3 BOULDERS SHALL HAVE 1.3 EMBEDMENT,COBBLES SHALL HAVE b3 EMBEDMENT. JOINTS AT 20-D'O.C. 4. ALL SPACES BET•,YEEN STONES SHALL BE FILLED WITH CLASS'D MORTAR 1 PART CEMENT 2 8'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE A. MEDIUM BROOM FINISH W/DEEP B. RETARDANT FINISH W/DEEP SCORE 3. WATERPROOF SEALANT,COLOR TO MATCH PAVING. T02-12 PARTS SAND.2000 PSI PORTLAND CEMENT CONCRETE IND'DRY-PACK•IS ALLOWED) GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND CONSTRUCTION PLAN. SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. 5. A SAMPLE NG W MIN.40 IN FT,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PRIVATELY MAINTAINED AREAS. SCORE JOINTS JOINTS E PROCEEDING WITH REMAINING ROCK WORK EE Of RESTING POSITION S F ALL ROCKS TO BE APPROVED BY THECONT CTP/INSPECTOR 3. CONCRETE TO BE 520-0-2500 MIN. 4. 90%COMPACTED SUB-GRADE. 4. 1/2'POLY FOAM EXPANSION JOINT W/TEAR-AWAY 7 ROCKS SHALL BEE AREAS ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS d EXCESSIVE IRON CONTENT. d. ALL COBBLESTONE AREAS SHALL HAVE 8'x 8'CONCRETE HEADER AS AN EDGE AT PLANTING 9 KSCAPE SHOULD FOLLOW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2'"MN AT All TBAES WITHIN THE R 0 W. TOP,SEE SPECS. 0 CITY OF RANCHO CUCAMONGA CALIFORNIA TY F N H AM N AIF RNIA 5. COMPACTED SUB-GRADE PER SOILS REPORT. N APPROVED BY APPROVED B'r RIVER WASHED GRANITE STANDARD PLAN CONCRETE HEADER STANDARD PLAN W - COBBLESTONES 542 534 m CITY ENGINEER DATE 1?Y CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ¢ USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.a.E. 24953 SHEET I OF 1 R C.E 24953 SHEET 1 OR I - COBBLE PAVING 6" CONCRETE HEADER = £ BOULDER BY PAVING BROOM/RETARDANT CONC. CONCRETE SAW/D.S. JOINTS SCALE: N.T.S. .• SCALE: N.T.S. 1 RAIL ONLY I RAIL ONLY l RAIL ONLY SCALE: N.T.S. } SCALE: N.T.S. ( } SCALE: N.T.S. ) 2 1 4 2 1 CENTER LINE OF BLOCK SIGN WALL 1'-r 17-r r nil r.... . . f:f• 1l.� o r•r•r•r. r.f. 1 2'3" '-2' 11'-2' LAN VIEW 5'-7" 5'-7' 1'-8" 1'9" r i -2" 1'•2' 1'-9` 1'-r' NOTE: 1 CONTRACTOR TO POUR FOOTING W/ 3 2 4 °0 BENCH TO 4" BELOW FINISH GRADE PRIOR TO FINISHING WALKWAY - � 1 iv 1 3 3 2 DURING SECOND POUR. 2 I �, TER AIfi ,t M o -- - -- N SECTION 4 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12" ; ELEVATION 2 LEGEND I I 2 LEGEND: , 4 `-� �I :. 2 z, 1. STAMPED"BOMACRON"PATTERN,STACKED BOND GRANITE N 1. BRICK PILASTER.PER DETAIL K, SHEET Lam. 3 4"SETTS. COLOR TO BE "AUTUMN BROWN.,BY L.M. 2. MONUMENT WALL AND CAP. PER DETAIL L SHEET-L& SCOFIELD CO.,(213)720-300D. LEGEND: t y: 5 I 2. UNGROUTED JOINTS. v 3. 12"TALL BRONZE LETTERS, CONTRACTOR TO SUBMIT 2 1. SHADED AREAS INDICATE PLYWOOD LETTER SAMPLES TO CITY INSPECTOR FOR APPROVAL FORMED CONCRETE FILL SHAPED AND LEGEND: 3. PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE FONT TO MATCH EXISTING MONUMENT ACROSS MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER, LEGEND: 1. BRONZE ANODIZED ALUMINIUM LID WITH CHAIN CONNECTION STREET TO THE NORTH. TOOLED TO A SMOOTH FINISH. a 5 IF SOIL IS EXPANSIVE. TO INSIDE OF RECEPTACLE. 4 2. 8'X 6'X 16"PRECISION BLOCK WALL 1. STEEL ROD BENCH. IRON MOUNTAIN FORGE MODEL#281-6XR. 2. 22'DIA.x 36"HIGH PRECAST CONCRETE TRASH RECEPTACLE/ASH TRAY 4. CAST STUD ON BACK OF LETTER EPDXIED INTO RECESSED WITH SMOOTH JOINTS. • 4. CURB AND GUTTER 12" AVAILABLE THROUGH PACIFIC DESIGN CONCEPTS, WITH LIGHT SANDBLAST FINISH -MODEL#S-TR-D3-S3-LSB-LID/ST-CHARCOAL, CAVITY IN WALL BLOCK. {800)367-7325. AS MADE R DURA ART STONE.TEL NCR 350-9000ITCITY ORIGINALS TO BE UPDATED UPON COMPLETION OF INSTALLATION. 3. FINISH GRADE. 5. 8'SQ.CONCRETE HEADER. 3. SECURE TRASH RECEPTACLE TO CONCRETE WITH(3)-5/16' DIAMETER BOLTS WITH LEAD SHIELDS. 4. 20'-3"REBAR TIES TO PILASTER PLAN VIEW 2. FINISH SURFACE PER PLAN 4. CONCRETE PAD OR WALKWAY. 5. COMPACTED SUBGRADE. MODEL#: 24'LONG TYP.AT EACH END. 3. TUBING DIRECTLY EMBEDDED IN CONCRETE FOOTING. FONT: INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4. COMPACTED SOIL SOURCE: STAMPED CONCRETE r STEEL ROD BENCH TRASH RECEPTACLE = TERRA VISTA MONUMENT WALL TERRA VISTA MONUMENT WALL • (TRAIL ONLY) (TRAIL ONLY ' SCALE. N.T.S. SCALE. N.T.S. SCALE: N.T.S. ( } SCALE: N.T.S. SCALE: N.T.S. S CA Pt IAS'SON WA-L.SEE EI-EV. 1- I B 9 R=11" U w'L9Q• 5 0 a e S R=1 1/7 2 m �► _0 `"1 2 = 1 I n < - ure- - 3 I I 3 I w \* •N-02 _ *. 2• w I e wal D to 4 I 1 �� _2p�' _ I � �J, D 4 N 7 s I 1 ' OF �pli ca 7 " 5 I 6'-1"TO CENTER LINE AT TOP OF MONUMENT 4 Q 6 c� I � / F �i , 1 1 TOP OF MONUMENT AT CENTER LINE ' 10 �1d - _ v POINT OF HEIGHT /ALGNMENT WITH m R=5` L PLASTER-SEE ELEV. RADIUS AT TOP OF SIGN 50'•0".17 _ 11 r �r 11 9 0" t" �k R=S" Q v LEGEND: C4 `� LEGEND: 1. #3 VERTICAL REINF.REBAR ®32'O.C. R=6" m DESCRIPTION OF REVISION DATE APPROVED I. BRICK:COLOR AND STYLE TO MATCH EXISTING ON NORTH-WEST 2. 03 REBAR, CONT. m CITY o f RANCHO CCORNER OF CHURCH AND ROCHESTER-ROWLOCK. 3. 8'x6"x16"PRECISION BLOCK WALL W/SMOOTH JOINTS BRICK:COLOR AND STYLE TO MATCH EXISTING ON NORTH-WEST GROUT ALL CELLS SOLID. TRACT 15174 CORNER OF CHURCH AND ROCHESTER-SOLDIER. 4. CONCRETE FILL. IMPROVEMENTS P R Y E M E N 3. OVERSIZE CORD FACEBRICK.COLOR AND STYLE TO MATCH LANDSCAPE O TS EXISTING ON NORTH-WEST CORNER OF CHURCH AND ROCHESTER. S. 'J'TRIM AT STUCCO TERMINATION AT GRADE SHOOT TO BLOCK. ROCHESTER AVENUE S/o CHURCH STREET, 4. 16 x e x 16 COLUMN BLOCK AND 12 x 8 x 12 COLUMN 6. FINISH GRADE. CHURCH STREET e/0 MALAGA DRIVE, BLOCK.CONCRETE FILL. 7. BEND ALTERNATE BARS. MALAGA DR. W/0 ROCHESTER AVENUE S. #2 STIRRUP. 8. MIN. 1'X NO zo GA.GS WOVEN WIRE FABRIC. CONSTRUCTION DETAILS 6. #3 REBAR ®CORNERS. 9. POURED IN PLACE CONCRETE CAP. 7. FINISH GRADE. 10. CONCRETE FOOTING. APPROVED BY: DATE : 8. CONCRETE FOOTING. 11. 90%COMPACT ED SUB-GRADE, CITY ENGINEER R CE N o. 24953 9. 90%COMPACTED SUB-GRADE. MONUMENT PILASTER - MONUMENT WALL SECTION MONUMENT WALL CAP DESIGN KPF ARLANIDS APE ARCHITECTURE URE D® t SITE PLANNING SCALE: N.T.S. SCALE: N.T.S. DRAWN 10621 CHURCH STREET, SUITE 106 L-6 SCALE: N.T.S. SCALE: RANCHO CUCAMONGA, CA 91730 SHEE i KPF (909)484-2800 FAX: (909)484-2802 CHECKED DR WINNO. RWK DATE 2/6/02 RLA No. 2834 -_ 00�,L ARCHITERRA JOB No. 0108-5 SHEET OF IRRIGATION NOTES: _ 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. 26 B-6 - --'' THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER - METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 862 SQ. FT. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR -. a (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND ",�.,,V4 1 r'�,,,✓� /4 TC 4.39 � SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE I•• n� _ /q EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 216 B-2 �' �- ��-';a 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBBC-45 AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER 832 SQ. FT. 11/4" /4 3/4° a: � POSSIBLE. / /q" 40 l4' - 4. N y +"- r� /q• THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN � ' `� 1' - 3/4 3/4 �- -- -�' Q � CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 3/4' r + �� B �` " - -_ r r r 3/` - - .• 11 P2r t" 14 CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND r r 3° 11/4' r r TC 1252.17 Sia' 11/4" _ ai4" - -r 3/q' t/q" _____ EQUIPMENT,AND ARCHITECTURAL FEATURES. r - ------------------ 5.-- W CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO q i . . r r � rr 4.. SLEEVE M 1/2 � a.•,. r t -- - --- 3/a NT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY - COMMENCEMENT • - - 1 3/4" Q w TO THE CITY. " _- 2 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND 1' in 3/4 2 STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE s/a q + 3/4 3/ r r + r 3 r' W CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ••- , 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH --3 4' 6" SLEEVE 314 3/4 3" X3/4 1 B"4 z MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND a" /3/4 + 1 ` 1112" 824 SQ, FT. � � J INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL 3/a" r 5 CONSTRUCTION. / . X3/4 Q = 6. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC. INTERFERE WITH THE SPRAY /4' 114/ " 1 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR • •. 3/4" + � , jr FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER 6' + B-5 26 HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL % /q Vmmmlm 11/4" 1200 SQ. FT � Q BE MADE AT NO ADDITIONAL COST TO THE CITY. r � 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE / + + i - 7 • % W 2 CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL y d�... r r� / �''. , POINT OF CONNECTION NOTE 'B': STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF 27 WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A MGHT15 DAYS A WEEK BETWEEN THE �; f 8 11/4" 802 SQ. FT. / CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY HOURS T M I P.M.TO ED A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 1 1 � DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER. REFER TO 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. `� i /a' •' 1 THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY ' + 9 L O UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL _ "K" COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 2" BE BROUGHT TO THE ATTENTION OF THE CITY. TC 1245.8 r+r1� / j BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" MASTER 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-(PER LEGEND)-LR1RR w/TP-1,TP-110(LOCAL RADIO)W1 LR-DOME �• �o VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLEWELECTRICAL ENCLOSURE. MOUNT THE 1' ��w..+ ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH 20 B-1 r+ a/a `4 STATIC WATER PRESSURE: 75-64 P.S.I. COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF i TYPICAL P.O.0 SYSTEM DESIGN PRESSURE: 54 P.S.I. THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 20 SD. FT. 11/4" - i a'"" \ 1 O 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE r - MAXIMUM IRRIGATION DEMAND: 29 G.P.M. FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE 27 D-1 PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. 818 SQ. FT. 11/4" 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED 3/a" /a - UNLESS OTHERWISE DESIGNATED ON THE PLANS. 14" 11 - -- 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 80 THAT THE TOP OF THE SPRINKLER t 1!a 7 1/4/ � HEAD IS 114"ABOVE FINISHED GRADE. r /4"" 25 B"' - -_- 30 D-8IRRIGATION LEGEND ` 14:/ la/4" 962 SQ. FT" 11/4" 5.TC _ 1375 SQ. FT. 11/4" 27 D-2 /4', - >. Q _ 800 SQ. FT. 11/4" SYS MANUFACTURER MODELNUMBER DESCRIPTION BADIUS C P.1� P .I O 3/4' / ' �. 3/a" 3/ �/ XER. REF. IL1 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 4' .10 25 3/4 � 1 � �j D-7 IL o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 W / ' - - _ .-I" t. ��CN ` J '6K RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 25 _ �1 781 SQ. FT 11/4 9 W _ 3^ _ l7 TR� ` �/� �. RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD T .20 25 ` �••� + 3 a + • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 7' .40 25 I t + 1 -11/4 -1 va°.1 --r ` '� 0 RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 7 .85 25 loop / G r S W Q 11/q' - - r1' � ` + `a,� 1 114 RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 7' .70 25 1�L ` 13/4___, 1 + + + _ RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 9' .40 25 Z fi I ` + + - _o ��',� \ V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .75 25 MP ...I ; i --3iq 1/4 3/4" O RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 1.45 25 Q r /a. ' X3/4' - V RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 9'� .80 25 25 C-1 V ` 5 84 83 j � � � � + + 'a � RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 11 .55 25 pr ` + + T 58.82 _ _ RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 11' 1.20 25 935 SQ' FT" 11/4 r/'�3/ /a' 82 1 + + + � RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 111 2.40 25 vV/J 11, 3 ". + • ' ` /• RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 11 .70 25 Q I ra + 3/aM /q. %4. 1 + %a % Q7 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 14' .85 25 • i , 81 0 M RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14 1.65 25 TC 1253 I 11/43/q, / 1 -_1' + +� O RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 14' .90 25 Q3/4 13/q-1 80 11/4",111"1 ` � O RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4x15 .60 25 3/4° I L 8 , / + 0 ,444 B RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4x30 1.10 25 8 C-18 I M I 79 1'�� . ` 0 � 328 SQ. FT. 1" '3'a' NOTES: � \ W 1 : 1 I' / • % - �(/ 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100°/6 COVERAGE W 31a fl6 TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL W', SHEET L-11 I . 3/4' 3/4'3 Q 4 \ 14' GENERAL IRRIGATION NOTE: Q /4". /4' EQUIPMENT 3. 3/q° \ 6" SLEEVE 4" SLEEVE DUE TO LOW WATER PRESSURE,CONTRACTOR SHALL NOT DOWNSIZE ANY 77 /` 3/ ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION Q a 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY FROM THE DESIGNER AND A CITY REPRESENTATIVE. WATER DISTRICT X3/4" "B" WATTS 403-RT-RW LINE-SIZE GATE VALVE STRE E T `4"- I I B I I S 0 FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A \ %/� a \ PASEO M �"' � POINT OF CONNECTION NOTE 'C': XERISCAPE ASSESSMENT SYSTEM SUMMARY STRONG BOX ENCLOSURE MODEL#SBBC-45-AL 76 � 3/4" /4' , ms's/a 60.07 , ATCHLINE SEE SHEET ® CALSENSE FM-1.258 11/4 FLOW METER -1 - .. L-1�O CONTRACTOR TOMAKE POINT OF CONNECTION IMMEDIATELY ' TRACT 15174 LANDSCAPE IMPROVEMENT* SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE v ` DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER. REFER TO -1 UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE REFERENCEfA AIMED XER. REF. II.2 CALSENSE ET2000-16-LR-RR-TP-I,TP-110 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1�/q �' 'K" COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 2" e01NTS (Sheet#IRet.#� INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#. SB-24SS/120 VOLT 11/4"••.1 \ �' / BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" MASTER Ii. IRRIGATION(Point Value) 75 � 1 \ VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. EB CALSENSE ET2000-16-LR-RR-TP-I,TP-110 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1. Low gallonage irrigation system.(20) 20 L-7111.1 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT (r• STATIC WATER PRESSURE: 75 -64 P.S.I. C LLER 27 D-3 , ` y SYSTEM DESIGN PRESSURE: 46 P.S.I. 2. Automatic controller.(20) 20 L-7AI.2 L) CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION STALL THIN ARIOR WALLNG MOUNTED PEDESTAL MODEL SB-24SS/120 VOLT \� , S \ MAXIMUM IRRIGATION DEMAND. 28 G.P.M. 785 SQ. FT. 11/4" 74 0 3/q �A 3. Designed to water plants by watering deeds. (10) 10 L-7111.3 CALSENSE ET2000-16-LR-RR•TP-1,TP-110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT '•., \ 4. Sal moisture sensors.(10) 1 /4 POINT OF CONNECTION NOTE 'D': XER. REF. II.2 CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER X11/4 � 5. Rain sensors.(5) 5 L-7/11.4 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-248S/120 VOLT CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY 73 0 •` , /a° DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER. REFER TO 6. Wind sensors.(5) - - RAINBIRD EFB CP PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN /a" b -/ \ UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE • / � � " - 1� 7. Sensitive to slope tactors. 5 L-7/11.5 O RAINBIRD 33DNP WI 33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL N "K" COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 2" O 5 •� - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN, MIN.COVER 18"SHOW CL 315,2"AND LARGER 288Reclaimed or recycled water.(5).y .D-6 3/4'_,, ��`--_ �/a•� BACKFLOW PREVENTER, A 11/4" FLOW METER, ANDA 11/2" MASTER - - \ VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. APPROVED SCH.40 PVC LATERAL UNE,SIZE AS SHOWN,MIN.COVER 12" 1190 SQ. FT. 11/4" 72 3/4' 14 STATIC WATER PRESSURE: 75 -64 P.S.I. =-----::: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS SYSTEM DESIGN PRESSURE: 53 P.S.I. Total Points ClaI 60 OTHERWISE NOTED / 3/4",-, /4. MAXIMUM IRRIGATION DEMAND: 29 G.P.M. \ (Minimum Points Required: 60) •/4' SHEET KEY MAP 7114"' � _ 1254.39 � 13 /4• 18 D-4 • 3,a /A' \ W 485 SQ. FT. 11/4" 00000' 3/4' - _ %4' DESCRIPTION OF REVISION DATE APPROVED �� W CITY of RANCHO CUCAMONGA 70 _ - - Mz " � '� / a 314' 0 �,' TRACT 15174 4" 11/a � =� o � �� SCALE: 1 = 30 " �1 1 11/4 0� BJP D_5 a LANDSCAPE IMPROVEMENTS . VALVE SIZING KEY Pot TYPICAL CONTROLLER NOTE : ', t ', s ROCHESTER AVENUE s/o CHURCH STREET CONTRACTOR TO INSTALL CALSENSE WALL MOUNTED CONTROLLERS, SEE 2000 . FT. „ t L S, E SQ 11/4 I LEGEND FOR MODEL NUMBERS.CONTRACTOR SHALL PROVIDE ONE, (1) STAINLESS '1 '" CHURCH STREET e/o MALAGA DRIVE, STEEL MOUNTING PEDESTAL (SEE LEGEND FOR MODEL#) FOR EACH CONTROLLER. �' 3/4 /a p,�q Q' VALVE # 1 10--GPM I MALAGA DR. w/o ROCHESTER AVENUE REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE LOCATION FOR 1. 4 HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF FINAL HOOK-UP OF {�j� ;. !,`- VALVE SIZE 3/4" r- SO. FT. �� .4`W 4 y �'" T x > IRRIGATION PLAN CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. O 'r *4 p h FINAL LOCATION AND EXACT POSITION OF THE CONTROLLERS SHALL BE APPROVED ° D APPROVED BY: DATE : l3 G Underground Service Alert BY THE CITY OF RANCHO CUCAMONGA PRIOR TO INSTALLATION. ALL CONTROLLERS 'Q� i3�/q,�Q� �� /� ,, W SHALL A OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. �� / PLAN CROSS REFERENCES / PND S r A p 4 CITY ENGINEER RCE N o. 24953 CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A _ _ t v • s �� 3/a° fix. ~ _ _ - �� Ak•Krur"w4 �q� ARCHITERRA SIGN GROUP Call: TOLL FREE CONTACT CALSENSE AT: CITY AND A CALSENSE REPRESENTATIVE. /I/ (' NTS A�< - n `a a@� y� DESIGN LANDSCAPE ARCHITECTURE RE DED c `J FOR NOTES AND LEGENDS SEE THIS SHEET �,� MLD v SITE PLANNING CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA (619) 436-0525. Sic FOR DETAILS SEE SHEET L-11 AND L-12 w �" 10621 CHURCH STREET, SUITE 106 '1 -800 ' - ��eu DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L-7 S,y�� FOR SPECIFICATIONS, SEE SHEET L-18 �* _ 7/31/ e- " al - ^ MLD (909)484-2800 FAX: (909)484-2802 F FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 1y 422-4133 F� FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-13 q 'f �� CHECKED DR WINNO. �'(9, rF 0 F C p1. RWK DATE 2/6/02 RLA No. 2834 1 000t TWO ORKING DAYS BEFORE YOU DI ARCHITERRA JOB No. 0108-5 SHEET OF IRRIGATION LEGEND SY61. MANUFACTURER YODEUMBER DESSRIPTION RADIUS G P•CtA- P.S.I. b- RAINBIRD 1812-SAWPRS-50 POP-UP-SPRAY HEAD 4' .10 25 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 V RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 25 6L RAINBIRD 1812-SA%PRS-80 POP-UP-SPRAY HEAD 7' .20 25 • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 7' .40 25 X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD T .85 25 MATC E - SEE 'AA' RAINBIRD 1812-SAM-PRS-BVAN POP-UP-SPRAY HEAD r .70 25 RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9' .40 25 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .75 25 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 9' .80 25 RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 11' .55 25 E-3 30 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 11' 1.20 25 : y RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 11' 2.40 25 MATCHLINE - SEE SHEET L-7 61 POP-UP-SPRAY HEAD ill .70 25 I 11%2" 1260$Q. FT. RAINBIRD RAINBIRD 1812-SAM-PRS-15Q AN POP-UP-SPRAY HEAD 14' .85 25 >>/ 1/4' RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14' 1.65 25 s/a /a" 1114 E-14 30 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 14' .90 25 112 1/4' O RAINBIRD 1812-SAM-PRS-I5EST POP-UP-SPRAY HEAD 4'x15' .60 25 �121260 SQ. FT. B RAINBIRD 1812-SAM-PRS-I5SST POP-UP-SPRAY HEAD 4'x30 1.10 25 ---,112 1/4" t NOTES: 69 M NE - SEE BB 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REOUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE 1 1256.331 ... �. ... �. TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'M', SHEET L-11 . E ' 11/4'm 60 i. I 1, ft mo f w, � + + /a^ + * EQUIPMENT 1 I 3/4 IITC99 I w 1 I I I I ; ,' 1 1 1�4" 1 Q 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY /�� I , Q ' ` _ _ 1 51 11/4 �. + WATER DISTRICT I 1 1 X11 20 H WATTS 403-RT-RW UNE-SIZE GATE VALVE I jE I I E-4 23 11/4 % : s 1 11/4" 807 SQ. FT. .� 1 < I �YV809 SQ. FT. Q FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 3 4" I I STRONG BOX ENCLOSURE MODEL#SBBC 45 AL 59 �' /a• 11ia• % I + E-7 ® CALSENSE FM-1.25B 1114"FLOW METER 30 *++++� • i 1 11/2" .1• s i I + 112" 1619$Q. FT. ® SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE I TYPICAL P.O.C 1 >1 I I 0 CALSENSE ET2000-16-LR-RR-TP-I,TP-110 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 68 I s/a' ( it 1 I I >1 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT �B CALSENSE ET2000-16-LR-RR-TP-I,TP-110 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER s/a• I w � O I --- ( , 1 i INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT « 1 I I I I I /a 1 I Arm LW CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER I' 1 Ir 1 /a" •% s158 • , . 1 T 36.9 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT I 1 /a• ,I 1 12 CALSENSE ET2000-16-LR-RR-TP-I,TP-110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 1 /a" E-1 30 I ---3/a° INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 11/7" 1360 SQ. FT. 314' 3/4'` 1 I �E CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER s/ • INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS!120 VOLT j 3 4� i E-16 14 3/a /4 •I RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 67 1 I /4' 1" 1360 SQ. FT. 1 i : 0 RAINBIRD 33DNP W/33DK NON POTABLE QUICK COUPLER VALVE @ 150' O.C.,Wl 2 KEYS TOTAL -- ' /4' - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER 1 , /a• 1 +� t 1 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 12" 112 3/4 i I 1 = I 3 / ' /4 1 O =- ==: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS E-2 30 --- ,,.4 57 II W 1 W OTHERWISE NOTED i > 1 a• 11/2" 1476 SQ . FT. ' '` I 314' 1 ' 111/4" Q ,. 3r4 + 1 GENERAL IRRIGATION NOTE: 31466 1 ' 1 �_- DUE TO LOW WATER PRESSURE. CONTRACTOR SHALL NOT DOWNSIZE ANY 1ua W ;1 W ,i 1/a° 1 W ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION 1 - '� 1 FROM THE DESIGNER AND A CITY REPRESENTATIVE. 1 / I 1 � U)' I 3/4" : 1 I :a_ V 14• W I I W I M W= 56 +' 1 I = 1 1 = POINT OF CONNECTION 'E' NOTE: I 1 �4 �` ia' U CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY U 3/4• 1 1' � 1 1 I �^ O DOWNSTREAM TO ANEW 2" DOMESTIC WATER METER. REFER TO 1` O -- „ia E-13 30 +� 1 I UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE c ; E 1 I 11/2" 1015 SQ. FT: Q 2I 1 I 'K" COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 2" 65 ( I 11%4 1 3/44 38 11/4 1 I BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" MASTER 1 I� 11i' i I I X10 VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. /a° + I 31 lj STATIC WATER PRESSURE: 75 -64 P.S.I. -- i I 55 1I lop?1 a r 1 I I E-5 20 �`� "' I a " 1U1" 772 SQ. FT. SYSTEM DESIGN PRESSURE: 42 P.S.1. MAXIMUM RR DATION DEMAND: 0 G P.M. . 1 ,I , 1 O 1114 736$Q. FT. ,, k 1114 ,4' E-8 21 -__1i/2 I 112„ 715 SQ FT CONTROLLER 'E' NOTE: 64 ; 115 /4" 314 1 I I E-12 30 11/4 I'll I CONTRACTOR TO INSTALL A CALSENSE WALL-MOUNTED CONTROLLER, /a• I 11/2" 1015 SQ. FT ' I I SEE LEGEND FOR MODEL#. CONTRACTOR SHALL PROVIDE ONE, (1) STAINLESS � 11/4 � I STEEL MOUNTING PEDESTAL (STRONGBOX MODEL# PER LEGEND) FOR EACH 411 .11 •11A E~9 27 CONTROLLER. REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE 3/4" '1 ¢'" I " LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF 1 23 , I �►,° 1 111a 772 SQ. FT. FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE E-15 3/4 a I 1114" 860 SQ. FT. : I 1 _?'' I I+ /a• I IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE ;I I Iia' S4 t -'I I 3/4" CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA 1 "= /a° I PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO • : I CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER 3/a• i �=: 3!4' �� 1 /4" I ;'• 1 ` PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE 1 I Sia 4 1 REPRESENTATIVE. CONTACT CALSENSE AT: 3 CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619) 436-0525. ' •�, ; �• 1 3/4�1 o� ; II 1 : 37 I I �- 31V 1 II ' 1 53 SHEET KEY MAP /4' _ i T! 3, ; 314"-I / 62 � �- �. 1 0 DESCRIPTION OF REVISION MATCHLINE - SEE SHEET �° y£ S; DATE APPROVED w z� w CITY of RANCHO CUCAMONGA , MATCHLINE - SEE 'AA' ` 52 11/4 /2 SCALE: 1" = 30' TRACT 15174 ,1/4 _ VALVE SIZING KEY 66 30 LANDSCAPE IMPROVEMENTS ' 1r1" 1619SQ. FT. u VALVE # 1 10-GPM " •� ROCHESTER AVENUE s/o CHURCH STREET, 1 I 1 CHURCH STREET e/o MALAGA DRIVE, 3/4"�. i► 130/4" VALVE SIZE 3/4" �-SO. FT. MALAGA DR. w/o ROCHESTER AVENUE ' `t -- - - ��9, P�X IRRIGATION PLAN P „ Underground Service Alert MATCHLINE - SEE 'BB' PLAN CROSS REFERENCES w _ APPROVED BY: DATE /3 °�- 9 - . . - -+ w FOR NOTES AND LEGENDS, SEE SHEET L-7 n " _ _ - _ _ �►•"uscgPF CITY ENGINES RCE No. 24953 Call: TOLL FREE FOR DETAILS, SEE SHEET L-11 AND L-12 / \Y�"L^G° y�a� �umw�de 9°If s DESIGN ARCHITERRA D IGN GROUP NDED CAPE FOR SPECIFICATIONS, SEE SHEET L-18 /� � �,� MLD LANDSSTE PLANNING RCHITECTORE FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 N.T.S. 10621 CHURCH STREET, SUITE 106 �(�►_ 1 -800 � �-�� --- � DRAWN RANCHO CUCAMONGA, CA 91730 SHEEN L_8 fill FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-14 * -- e X31 -e - *,` MLD (909)484-2800 FAX: (909)484-2802 4.11 422-4133 �`��4 1 Dfflte � CHECKED DR W00. L G N0. TWO WORKING DAYS BEFORE YOU DI rF 0 F C p1.��QRWK DATE 2/6/02 RLA No. 2834 l ARCHITERRA JOB No. 0108-5 SHEET OF 12 A-2 1398 S0. FT. 111? N "� 12 30 A-14 1398 SQ. FT 11/7" 7 A-3 L " LLJ �/ 13 292 S0. FT 1 cn _ - _ 14 15 7 A-13 �, !a' 0 3" _- -_ _ - - - _-.__. ._' 16 292 s0. Fr. 1" LI 11 17 __'�4° r _ - 1 - _ - 1 4' 1 _ 30 A-4 4 _ � _ _ 1 18 3/4" � r r _ _ _ � � .�--_11% 1/4'x-t.-- ..-.-_. / - a. . r _ r r -�- 11! 1C% 114-1 , - 1 , 19 ; - 1 3l4" ! 7L1J 3/a°--; _ ala. - - _ I � 1360 SCS. FT. 11/2" L 3!4' 314 _ _ _ ..1` i4• - _ 1 r/� , I ,.I 314- 3'4_.3/4' i _ r an 41- 4 _ -- •- _ ---- - V � 2O .�Q A-12 _ ■ x..3/4 4'' i no r r r _ _ ` _ _ _ 3 ' 7C X314..= _ ,I _ moi. ; 136osa FT iliff 4" 21 _ l _ ' 4" SLEEVE J 3/4" 30 A-1 3/4 314' !�_ ♦ 1 1 22 .x_480$0. FT M A 11/2" 1 4 /4"_3/4 7 /4": 3/4°-_3/4" F ...- _ 1-- _ 23 4; J �_ �. �, �.�._ - - - - - 24 25 - 1 1 4i 4". 14.1Q I 3/4" �♦ r �' r _ r _ =-=11 2 _ --- --- - ----------------- W 14 A. 1101127 r r - a' _MALAGA _DF�IVE -l4 314 POINT OF CONNECTION 'A' NOTE: QM �� - ��- _ la ` a 3/a !4 - -a 1 Z CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY I �' - �_ _ 34.26 1 J DOWNSTREAM TO A NEW 2" DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE "K'COPPER PIPE (OR AS PER LOCAL CODE)AND INSTALL A 2" _ BACKFLOW PREVENTER, A 11/4" FLOW METER, AND A 11/2" MASTER ��.`• - _ 1 Q VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. TYPICAL P.O.0 ' STATIC WATER PRESSURE: 75 -64 P.S.I. 1 SYSTEM DESIGN PRESSURE: 50 P.S.I. IRRIGATION LEGEND MAXIMUM IRRIGATION DEMAND: 30 G.P.M. CONTROLLER 'A' NOTE: �•� SYM. MANUFACTURER MODELNUMBER DFSCRIPTM RADIUS C.P.M. P.S_I. CONTRACTOR TO INSTALL A CALSENSE WALL-MOUNTED CONTROLLER, G SEE LEGEND FOR MODEL#. CONTRACTOR SHALL PROVIDE ONE, (1) STAINLESS ``,,�` b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 4' 10 25 STEEL MOUNTING PEDESTAL(STRONGBOX MODEL# PER LEGEND) FOR EACH �SC` o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 CONTROLLER. REFER TO ELECTRICAL PLANS FOR 120 VOLT POWER SERVICE GG V RAINBIRD 1812•SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 25 LOCATION FOR HOOK-UP OF AUTOMATIC CONTROLLERS. COORDINATION OF �j` RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 7' 20 25 i/ • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 7' .40 25 FINAL HOOK-UP OF CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE \ X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 71 .85 25 IRRIGATION CONTRACTOR. FINAL LOCATION AND EXACT POSITION OF THE �� O RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 7 .70 25 CONTROLLERS SHALL BE APPROVED BY THE CITY OF RANCHO CUCAMONGA r RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9' .40 25 PRIOR TO INSTALLATION. ALL CONTROLLERS SHALL BE OPERATIONAL PRIOR TO _A AAA 4" V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .75 25 CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER r`r RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND A CALSENSE RAINBIRD 1812 SAM PRS 10VAN POP-UP-SPRAY HEAD 9' 80 25 REPRESENTATIVE. CONTACT CALSENSE AT: 37 110 RAINBIRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD� 11l .55 25` , i RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 11 1.20 25 v CALSENSE, 2075 CORE DEL NOGAL, SUITE P, CARLSBAD, CALIFORNIA(619)436-0525. RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 11' 2.40 25 S`�` f / RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 11' .70 25 RAINBIRD 1812-SAM-PRS-150 POP-UP-SPRAY HEAD 14' .85 25 RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14' 1.65 25 V� 36 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 14' .90 25 �� j • �, / �/ o RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4'1 .60 25 RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30 1.10 25 w4" SLEEVE �� /a° VO ` 11' •I!i� o 3/4 1/4' - t / • NOTES: P� 6" SLEEVE 11/4 - 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE Q 35 �►' i 3 TC 1228.97 TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL W', SHEET L-1 i . - 3/4 3/4" ` . 11421 112° 14" 3/4 , . ` - l4'' EQUIPMENT 8 C-17 \ \ 34 ❑ A-8 16 M WATD�DSSTRICTIC WTTERMETERS PER CUCAMONGACOUNTY 315 S0. FT. H WATTS 403-RT-RW 1" `3 " \ ;'1•, / 3/4" /4 " ,�/4' ,sl " �34 i 11/4 1295 SO. FT. UNE-SIZE GATE VALVE ��/4^ 314°, �' 314" A-7 26 Q FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A 7C-18 3/4" \ \� - " STRONG BOX ENCLOSURE MODEL#SBBC-45-AL 34750. FT. 1" \\ 1 \ 33 11/4 1600 S0. Fr ® CALSENSE FM-1.258 11/4"FLOW METER / 3/4" I 3/4"/ A-9 27 ® SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE 8 C-193/4" 11/4" 1600 A-6 5 S0. FT. CALSENSE ET2000-16-LR-RR-TP-I,TP-110 16-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 34750. FT. 1 3/4 '"� • / 1 180$0. FT. B CALSENSE ET2000-16-LR-RR-TP-I,TP-110 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER \ -_ 314 � •�� ` " INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 4 SLEEVE 3�� - T\ / CALSENSE ET2000-16-LR.RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT / CALSENSE ET2000-16-LR-RR-TP-I,TP-110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 32INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 316" SLEEVE RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN 0 RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL 30 - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 29 - '-- -1 APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS ,. ��' ala"SW OTHERWISE NOTED 28AV I Q 26 ` -1 4 - _ ' ` 1114 = y " - - SHEET KEY MAP _ 3,4„: i iiia �V a� /2.� � I 3/a , 14. 30 8 / - 1 1 _ 11/2 wo 1 - i - -T- --= - - r - - r + 3/4" _,4 a EPEE` - > O- +,T"� ar4 DESCRIPTION OF REVISION 3/a 1 JA DATE APPROVED 4 /4 Al CITY of RANCHO CUCAMONGA J = 1 ' A-10 30 - • _� V 1 - r m TRACT 15174 � 1 _ 11/7" 1368so. Fr. VALVE SIZING KEY � _ " 'SCALE: 1 = 30 LANDSCAPE IMPROVEMENTS - A-5 30 ROCHESTER AVENUE s/o CHURCH STREET, 1 A-11 19 11/7" 1368 90. FT. VALVE # 14"101 10PM , CHURCH STREET e/o MALAGA DRIVE, 11/4" 720 S0. FT. VALVE SIZE 3/4" •--SO. FT. MALAGA DR. w/o ROCHESTER AVENUE s� IRRIGATION PLAN Z w Underground Service Alert PLAN CROSS REFERENCES - APPROVED BY: , , DATE :d l3 g GENERAL IRRIGATION NOTE: - - s �N0SCA'°F CITY ENGINEER RCE No. 24953 DUE TO LOW WATER PRESSURE,CONTRACTOR SHALL NOT DOWNSIZE ANY FOR NOTES AND LEGENDS, SEE SHEET L-7 ' . Umw• '4q o • Call: TOLL FREE ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION FOR DETAILS SEE SHEET L-11 AND L-12 / "' '" 1 /y a� sae �y DESIGN ARCHITERRA DESIGN GROUP RE DED FROM THE DESIGNER AND A CITY REPRESENTATIVE. -' '" �s I ;'�? �a MLD LANDSCAPE ARCHITECTURE FOR SPECIFICATIONS, SEE SHEET L-18 ) � m SITE PLANNING -8�� FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 (� w 1 10621 CHURCH STREET,SUITE 106 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-15 N.I.J. 731/02 > DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L_9 \* - "- R e- -" * MLD (909)484-2800 FAX: (909)484-2802 ' 4 CHECKED D WI G NO. m 422-4133 � r - ��/ TWO WORKING \\0 F C A , 10 - RWK DATE 2/6/02 RLA No. 2834 - G DAYS BEFORE DIG ARCHITERRA JOB No. 0108-5 SHEET OF 00 � O� G � O 0 c ♦ 12 4• �i � �j,9 IRRIGATION LEGEND SM MANUFACTURER MODELNUMBER DESCRIPTION RADIUS GY--K M P �l 14" kL RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 4' .10 25 L T1 O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 4' .15 25 • ►-� + # I VK RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 25 148 /4' 3/4 /4 hL RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 7' .20 25 /4" 3/4" • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 7 .40 25 1/2" 1" x RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 7' .85 25 RAINBIRD 1812-SAM-PRS-BVAN POP-UP-SPRAY HEAD 7' .70 25 3/4 3/4 a„ ' RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 9' .40 25 /4' ` V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 9' .75 25 �( ` � ' \ �� RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 9' 1.45 25 '3!4 ` RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 9' .80 25 34 \ \ RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 11' .55 25 RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 11' 1.20 25 G do� 3/ • \ RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 11' 2.40 25 , RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 11' .70 25 r VP G O 3/4" \ 1 26 RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 141 .85 25 • s/4" - RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 14 1.65 25 I., i RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 14' .90 25 4" SLEEVE \ 0 RAINBIRD 1812-SAM-PRS-15EST POP-UP-SPRAY HEAD 4'x15' .60 25 P'Crip ` C-13 ` \ 14' B RAINBIRD 1812-SAM-PRS-15SST POP-UP-SPRAY HEAD 4'x30 1.10 25 /4" 00, _ la" �, 860 S . FT. 11/4" '. \\ !a"- NOTES: 6" SLEEVE ` 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100°/6 COVERAGE 3 a'/4 a 21 C-7 , ..�``' TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL'M', SHEET L-11 . 728 90. Fr 11/4" i�,,.--- 3/4 O ` �,i;2� 147 , \ \ 4' ° EQUIPMENTPMENI /a \ \ ia•, 21 6-12 t 1/a" \ \ 2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY 1 � � H WATTS 403-RT-RW WATER DISTRICT 86 1476 SO. FT, 11/4" 3/a' \ \ LINE SIZE GATE VALVE 30 C.2 �_ ' • 14. / \ FEBCO 825-Y-BV-2.00 2"REDUCED PRESSURE BACKFLOW DEVICE INSTALL IN A " " / • J \ \ . ` 136 STRONG BOX ENCLOSURE MODEL#SBBC-45-AL 1105 SO. FT, 11/2 314 1 11/2" / \ 3 4" 1% 28 C-8 / , ` ® CALSENSE FM-1.256 1114 FLOW METER 3/4" 1476 SO. FT, 11/4" ♦ \ ® SUPERIOR 3100 SERIES 1112"NORMALLY OPEN MASTER VALVE 30 C-17 `, ,\ , \ CALSENSE ET2000-16-LR-RR-TP-I,TP-110 16 STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER p \ . 1338 90. FT. 11/2" 181 1 �\ / ``\ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT ♦ , 7 ; \ �B CALSENSE ET2000-16-LR-RR-TP-I,TP-110 8-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER 14' / 137 INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT •_. 14' CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER t / INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT /a° / 3!a» !a" 4'14 •;' 1 O8 ••, s/a" /a" A, (D CALSENSE ET2000-16-LR-RR-TP-I,TP-110 12-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER v INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 3! ,s/4 ,\ \ .• '� " O/ 0CALSENSE ET2000-16-LR-RR-TP-I,TP-110 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER i - 4" SLEEVEJ INSTALL WITHIN A STRONG BOX METER PEDESTAL MODEL#.SB-24SS/120 VOLT 0 RAINBIRD EFB-CP-PRS-B ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN /4 /4• 0 RAINBIRD 33DNP W/33DK NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. ,W/2 KEYS TOTAL \ 1. 3/4" VO ` - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"SHOW CL 315,2"AND LARGER 3`4" 63 � 6" SLEEVE 3; APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 1 ` � ��\ � _ /�3 === APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 1005 S0. FT. 11/2" 3/4" OTHERWISE NOTED O ` '• ,tel- • 30 C-16 / 97050. FT. 11/7" \� �,,•'• GENERAL IRRIGATION NOTE: ,' \ O 2 1/4" !a' _ G DUE TO LOW WATER PRESSURE,CONTRACTOR SHALL NOT DOWNSIZE ANY l4, sir ITEMS WITHIN THIS IRRIGATION SYSTEM WITHOUT AUTHORIZATION _ /4, ` \ /a• FROM THE DESIGNER AND A CITY REPRESENTATIVE. �3l " 4» - \y 47 -�-�� .. � l'�.�- _ � ` 1114 � • ,-� 3 4' 14-1- ,'OF_ 11/4" �e 20 C-11 /4 /4 3/4° 695SO3/414" . FT \ % ' 46 !a- 3rd \3/4" .- •1 _'�--- 17 C-4 31 4 4" \\ \ 1" 11/2" 546 SO, FT, 11/4" \ •"='142 1 ''• 2a C-9 \ \ 1 I \ \ /4• WV SO. FT. 111411/2 " I I /4' 43 3!4 t 109 ; 3/4_" \\ \ 206�10 I /4" j; \� \ 705 SO. FT. I 22 C-15 I 6a2so. FT. 11/4" 162 \ • I ?: ••,3/4" ` 14' 3 4° 4 I , ` I 1 ; i , r t ,''••• I I i / Y'/4' 125 ,3/4 3 1 = \ 3/4 /4 3/4" /4' 11 / / 1' 11/2" Y 3/4" SHEET KEY MAP 16" SLEEVE 4 SLEEVE \ ,* 6-6 28 =yE DESCRIPTION OF REVISION DATE APPROVED 24 C 5 148 .�� BUNKERS ILL DRIVE = !00 S0. FT. 11/4" \ f .�\� °" 11/4" 1025 S0. FT.�� W r 4" _ � CITY of RANCHO CUCAMONGA .1,/ P ASE P 1. 3/4 /4" O M 4p �3 ,/4,. ATCHLINE - SEE SHEET L-gTRACT 15174 y LANDSCAPE IMPROVEMENTS z 3/4" 3/4' < ,�, 60 ',` w SCALE: 1" = 30' 31 C-14 �4• \ \ Qj _ a . a ROCHESTER AVENUE S/o CHURCH STREET, 1205 S0. FT. 11/2" /4» Q I CHURCH STREET e/0 MALAGA DRIVE, \� 1 11_1/2' V� a MALAGA DR. w/o ROCHESTER AVENUE 3/4" 11/� 4' " ,3/4" oos IRRIGATION PLAN �� ' PLAN CROSS REFERENCES h Underground Service Alert VALVE SIZING KEY � P� � � .� _ APPROVED BY. DAT E �913 41,?- _ �N�SCApF CITY ENGINEER RCE NO, 24953 c' Call: TOLL FREE VALVE # > >p-GPM FOR NOTES AND LEGENDS, SEE SHEET L-7 �°�o9,P .P r " % Coumw� 9�'y DESIGN RE D �' a ARCHITERRA DE GN GROUP VALVE SIZE 3/4" •--- FOR DETAILS, SEE SHEET L-11 AND L-12 �a %, LANDSCAPE ARCHITECTURE SQ. FT. � �, � MLD FOR SPECIFICATIONS, SEE SHEET L-18 _ m N 1� w �� SITE PLANNING -� 1 -+ 10621 CHURCH STREET, SUITE 106 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-5 W / ` n � �-� x + - ,9� ,e - -- -- ; DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L-1 1 -800 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-16 \A I} r * ''' a102 *,' MLD (909)484-2800 FAX: (909) 484-2802 422-4133 N T.s. CHECKED D WIN N0. TWO WORKING DAY BEFORE YOU DIG AL� rF 0 F C RWK DATE 2/6/02 RLA No. 2834 ��00- E ARCHITERRA JOB No. 0108-5 SHEET OF STRONG BO ENCLOSURE BACKFLOW PREVEMFR ic m PLASTIC VALVE BOX& ASSEMBLY �W COVER ETCHED IRRIGATION GATE' MPPLE-TYPICAL(4)PLACES O� (CARSON OR EQUAL) O TO SPRINKLER-ANGLE PIPE TO GRIP FILTER CONNECTED TO BACK SPECIFIED DEPTH WITH 45°ELLS Z_ - - - - - BCH 40 PVC MALE ADAPTOR FLOW DEVICE W/REMOTE CONTOL <th INISH GRADE ; i VALVE WIRED TO CONTROLLER FOR WHITE BCH 80 PVC UNION 'SNAP-TITS•WATERPROOF NI-POP SHRUB HEAD 90DV SET TO Ay PgVATIC FILTER CLEANING BLUE BRASS OR PVC NIPPLE CONNECTORS OR EQUAL 1/4•ABOVE FINISH GRADE ' t ELECTRIC CONTROL VALVE MULCH PLASTIC VALVE BOX .�. ••.�.- EPDXY FILLED WATERPROOF c MARKED•IRRIGATION RCV• ==- 6'THICK X 12"WIDE CONNECTOR OR EQUAL m CARSON OR EQUAL) FINISH GRADE BALL VALVE /t/2'OR SMALLER WITH CONCRETE PAD(LENGTH VARIES RED Te SO WITH CONTROLLER STAINLESS STEEL HANDLE PER SIZEIMANUFACTURER BLACK J AND VALVE SEQUENCE I I I BRASS WYE STRAINER 1 1 SLOPE TO DRAIN AT MINIMUM 2°,-• PIG TAM EXPANSION a WITH 60 MESH z IRRIGATION CONTROLLER LOOP(MIN. 24^LONG) z e•MLN .� RESILIENT WEDGE GATE VALVE-EPDXY I _ MONEL SCREEN °r° 5 FINISH GRADE i I i COATED,2'OR LARGER WITH 2'OPERATING 12 UNION FINISH GRADE PLASTIC VALVE BOX(CARSON OR NUT PVC SLEEVE WATERPROOF ALL • ►• • .. REQUIRED FOR EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS k SIDEWALK MOISTURE VALVE LOCKING LID PLACE AT GRADE IN 0 1'• • ►' i• • i.• PIPE THROUGH 3w -= SENSOR •'• '• t CONCRETE PAD TURF AREAS AND 3 ABOVE IN k be NOTE: WHERE PLANT BED CONTRACTOR TO INSTALL REQUIRED NIPPLE-TYPICAL GRAVEL UNDERNOETH4" 3• 3- z_ FROM WATER SOURCE - ac PIG TAIL EXPANSION (2} PLACES PIG TAIL EXPANSION MASTER VALVE AND FLOW � 3• LOOP(MIN.24•LONGI LOOP(MIN 24"LONG) a.c WHITE METER. SCH 40 PVC MALE be (COMMON) M FLOW BRASS ANGLE °0 90%COMPACTION ADAPTOR VALVE W'UNION BLUE o 3 314'WASHED .4 REQUIRED B• WIR14 ES = _ CRUSHED AGGREGATE t - � TO METER ': j RED t ( 'L L, o'P r dP Z• •• t• LINE TO SYSTEMS BLACK VALVE SCH 80 PVC NIPPLE Z_ CONTROL 4 COMMON WIRES CONCRETE THRUST BLOCK ELBOW L�O MARIEX YO STREET 90' TRBCH 40 EET ELL ►�° TYPICAL 4 PLACES ELL m7►ti PER CCWD STANDARDS l 1 �, ••, e _. - -- 4'• P. DIAMETER NOTE: LATERAL FITTING MARLEX BO STREET ELL o RIGID PIPE AND RELATED FITTINGS SHALL BE PER �: SAME SIZE AS CONTRACTOR TO INSTALL CUCAMONGA COUNTY WATER DISTRICT STANDARDS. FLOW METER SCOTCH LOK EPDXY FILLED NON-PRESSURE LATERAL LINE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO SIZE CONNECTORS FOR ALL FLOW BRASS NIPPL TYPICAL(2)PLACES CONSTRUCTION. DIAMETER SAME SIZE SENSOR WIRE CONNECTIONS. SCH 40 PVC SxSXT TEE ANTI-DRAIN VALVE AS REQUIRED AS FLOW METER SIZE INSTALL SCOTCH LOKS PRESSURE SUPPLY LINE 3/4'WASHED CRUSHED IMMEDIATLEY AFTER NOTESNOTE . AGGREGATE BASE INSTALLING FLOW SENSOR. t. INSTALL COHTROLVALVES A MMM/JM OF 12'FROMSTRl1CR1RE OR HARDSCAPING 1 LOCATE HEAD?TO r FROM WALKS.CURBS,HARDSCAPING.MOWSTRIPS, 1. INSTALL PER LOCAL CODES. MINIMUM DISTANCE DOWNSTREAM OF 2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS AND EDGES OF LAWN NOTES: 2 EQUIPMENT TO BE INSTALLED ATAMINIMUMOF2CFROM ANY UNINTERRUPTED PIPE(5X DIAMETER 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING 2 USE TEFLON TAPE ON ALL MALE THREADS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) 5 ATTACH PLASTIC AGGREGATE PRIOR TOI INSTALLATION TAG H OF VALVE BO CONTROLLER AND 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2 INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) MINIMUM DISTANCE UPSTREAM OF VALVE NUMBER 4. HEAD CONNECTION AT BOTTOM INLET ONLY 3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. UNINTERRUPTED PIPE (10X DIAMETER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DLALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF VALVE NUMBER. DISIMILAR METALS. 7. VALVE PER STD.518 REOUIREDC BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS 3'OR LARGER. LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE =s 12" HIGH POP UP SHRUB HEAD SCALE. N.T.S. #524 SCALE: N.T.S. # 517 ` SCALE: N.T.S. # 516 SCALE: N.T.S. # 518 SCALE: N.T.S. # 539 z. *SNAP-TIT'E'WATERPROOF PLASTIC VALVE BOX 6 COVER: STRUCTURE OR CONNECTOR OR EQUAL FOR STAND ALONE CONTROLLER WITH ANTENNA ETCHED'OC'(CARSON OR EQUAL) HARDSCAPING NOW FLOW SENSOR CONNEC- FINISH GRADE TIONS. AT GRADE IN LAWN AREAS LR-DOME ANTENNA 6MIN. WIRE SERVICE LOOP(LOOP EPDXY FILLED LOCATED 24- S-RoND ea* Moo:_NC 3'ABOVE GRADE IN SHRUB 18' MAX. ENOUGH WIRE TO EXTEND WIRE OUTSIDE OF BOX. Se-24SS,••.20v AS REQUIRED AND GROUNDCOVER AREAS BUNDLE 8'ABOVE GRADE) INSTALLATION/LOCATION COAXIAL CABLE SPLICE BOX COVER WITH PER CITY AND CALSENSE T I )I?) - -T MI LOCKING TOP ETCHED 'S.B.' REPRESENTATIVE I( I) FINISH GRADE �� vs,rII�I CALSENSE CONTROLLER, NOTE I ; MODEL NO. PER PLANS ( ENC OSURE T° BE GROUNDED PER - { LOCA. CODE- GROUND ROC TO BE 2 • ` . \ `: I;-_�,.)_' CONTRO LER SIDC ENCLDsuaE ON Z 33 DNP QUICK o giSTALL CALSENSE _ INSTALL CONDULETTE Wl COUPLING VALVE LAWN AREAS 1P 110 DEEP WP'J'BOX i 3" IN PLANTER AREAS 0 io CALSENSE HARNESS W/ FN��H � WITH PURPLE ` RUBBER CAP 120 VOLT DUPLEX o OUTLET GFI WEATHER TIGHT ELECTRICAL GRADE II I I STAINLESS STEEL ( ) CONDUIT FITTINGS. II 1 E NON PRESSURE SCREW CLAMP M14 SLI I 2� 3'-c x INSTALL x 6 NWUMCONCF LATERAL LINE � MINIMUM (3) PLACES i00'ttaG Ri$Tµ1 A MINIMUM OF S ABOVE GRADE AND SLOPE _ RESET - i' TOP 70 DRAIN AT MINIMUM OF 22. z 314-WASHED I =1_ CALSENSE TP-1 �I I!-I I =1 I i I ISI I -I'�i= CRUSHED 12'X ld'GREEN PLASTIC -"II i-TTI'it. III 1 Ilii' In 1l I l it I y0""Si1Q 401"PVC CONX!ON'ROL w1REs m 'r AGGREGATE BASE of�� • Z °••. TRANSIENT PROTECTION BOARD - - . A. . . . . . . . 60X, CARSON OR EQUAL METER SEAN BACKFILL- :••• • �°� . � :'��• 120 VOLE MIRE M RIG1C STEEL COMPACTION CONDUIT (PER LOCAL CODE) 90° SWEEa ELL PRESSURE SUPPLY LINE ..{ TO POWER SIDE OF CARNET (Ira.) SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE - `''� ENCLOSURE MOUNT e"U&F LEDLLOPT 24'LONG HEAW DUTY WEATHER - RESISTANT oU S!DE 01 B0. PHOTO ELECTRIC SwRCH FOR SECURITY F Y AND &L.EN E L*NT CONTROL AS REOUIRED PER PE"`"'""'="`sEMSE CONTROL WIRES MIN.2"OF CLEAN EARTH PLANS. AFGPECFf,'A'!vE NOTES: 1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL ELECTRIC METER PER SCE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CALSENSE CONTROLLER MODEL N0. PRIOR TO CONSTRUCTION. PER PLA"CON711101 L_•Jj I NOTES: SCH 80 PVC 900 SCH 40 BRASS 90° ELL 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN NSTauTIoN STD. STREET ELL SEQUENCE OF REMOTE CONTROL VALVES. SECURITY LX:Ht I j 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH TIMER REOUIWO PER L J 1. BELOW PAVED AREAS A MINIMUM OF 6'LAYER OF CLEAN EARTH SHALL BE INSTALLED ABOVE AND BELOW PIPING. PRESSURE SUPPLY SCH 40 BRASS 906 BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE PLANS FINIS4 I LINE FITTING STREET ELL WIRE AT THE ENCLOSURE. GRADE B cRouNo Roo 24 VOLT WIRES.TAPED AND 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. OR SECURITY°"L°GHIT MIN 1 i I 2. PROVIDE MINIMUM COVER OF 24'ON PRESSURE SUPPLY LINES 3'AND LARGER. PRESSURE SUPPLY LINE #4 REBAR STAKE BUNDLED AT 15 FT. INTERVALS 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE vnmNc I I I I I Tza VOLT WIRE IN RICIO (24-LONG) CONTROL VALVES. �L CONDUITDE (PER3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION 6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO ;-I LOCAL CODE) BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, 2 CU. FT. PEA GRAVEL �' (LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYSTEM '-! =1 I- - PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5'EACH SIDE OF RECLAIMED NOTE: PRIOR TO ACCEPTANCE T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. WATER LINE, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. BUNDLE WIRES WITH TAPE EVERY 10'. _ 24 VOLT SPLICE CONTROLLER ASSEMBLY CONTROLLER TRENCHING DETAIL QUICK COUPLER VALVE SCALE: N.T.S. #540 SCALE: N.T.S. #524 _ SCALE: N.T.S. #522 , = _ SCALE: N.T.S. #532 r SCALE: N.T.S. #535 1500 PCS SCREEN PERFORMANCE NO SC A Fac A DAR.t $MALL-RAQI_US SPRAY PATTERNS AND�1J)+ISRELLA_8 051LE� �p Kr my� 49 MODEL PCS-010 PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCG-R70 CO OS GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7 COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED v P n SF - - 1' 3' S' 8'# A -4 8H 2' 4' 1' 7' 84 E - CLEAN BACKFILL-SEE SPECS 8T - 3' 5' 5' 910 •k •31 o *. FOR MATERIAL 909'° COMPACTION HARDSCAPING(SEE NOTE#4) 80 2' 5' 7' 7' e"f,'Li. REQUIRED 1OF - - W 5' 8' 10' 1014 2' 61 100 2' 5' a, r 101# 11'# 11'# SRO TIC PRESSURE E1ACT 5174 BY: MLD HIGH: 75 OW: 64 \F� %'oQ/ 12F - IV# 5' 7' s' 12'# SOURCE OF INFORMATION: CARLOS 12TO 2' 3' 5' 7' 10' IV SUPPLIER: CUCAMONGA COUNTY Z 12TT - - 2' 3' 5' 9' 11' 12'# 12H - 4' 3' a' 10' 12'# 12'# PHONE NUMBER: (909) 987-2591 12T - 2' 6' 4' IV 124 VALVE STATION/GPM: STATION: A-7 GPM: 26 cv 120 8' A'10 12'# 15F - - - 5' r Ill 134 ITEM: P.S.I. LOSS: 8 PROVIDE 6 MIN.OF SAND 6' MAt 15TT - i' 5' 6' 8' 12' 151# BEDDING AND SHADDING NP' 15H - - 1' 4' 5' 8' 12' 12' WATER METER SIZE: 2M � 26 GPM .00 CONTROL WIRE SLEEVE BACKFLOW DEVICE: 2 0 26 GPM 12.00 SIZE PER PLAN,INSTALL 15T - 3' 4' s' 12' 15'# 15'# R DESCRIPTION OF REVISION NON-PRESSURE LATERAL UNE - ADJACENT LA PRESSURE FLOW SENSOR: 11/4 ® 26 GPM .96 DATE APPROVED N Im - 2- 5- 7' 1 - 12X12' 14X14' 2OX20' 23X23' MASTER VALVE: 11/2" 0 26 GPM .78 SLEEVE-SIZE TWICE DIAMETER SUPPLY LINE. 17SST - 0X18' 0X10' 16X16' 9X30' OF NON-PRESSURE LATERAL GATE VALVE(S): 2 2" 0 26 GPM 1.00 CITY o f RANCHO C LINE 15CST - - 4X22' 4X29' 4x39' 9X24' MAINLINE (CL. 315): 3" 1193 L.F.0 26 GPM .84 1 EST 4X14' 200 axis' 4X'X24x27' 4X3-' axao' AUTOMATIC VALVE SIZE: 11/4" 0 26 GPM 5.60 axle' LATERAL LINE SIZE: 3/4" 60 L.F. 0 8 GPM 3.34 TRACT 15174 PRESSURE SUPPLY LINE SLEEVE- SH-B 5" O" 11 2' 2' 3' 1" 30 L.F. 0 12 GPM 1.00 LANDSCAPE IMPROVEMENTS SIZE TWICE DIAMETER OF PRESSURE 50-B 5" 10" 3' 1' 11/2" 25 L.F. ® 26 GPM .44 SUPPLY LINE SCSI-e 7" 14" 3' 5' IGF-SLA 6" 5' 1' 4' 6' 14' 16'# ROCHESTER AVENUE s/o CHURCH STREET, - - NOTES: ISH-SLA 6" 1' 7" 5' 10' IT 10' IRRIGATION HEAD PRESSURE: 25.00 CHURCH STREET e/o MALAGA DRIVE, ISQ-SLA 6" 2' 5' 3' 12' 164 164 SYSTEM LOSSES SUBTOTAL- 50.96 MALAGA DR. w/o ROCHESTER AVENUE All 1. ALL SLEEVES TO BE SCH.40 PVC. 22F-SS - 8' 1' 4' 6' 1r 214 FITTING LOSSES (5% OF SUBTOTAL): 2.54 22H-SS 4" 1' 3" 5' 12' 1s' 12' ELEVATION LOSSES/GAINS (ELEV. X .433) (-) 3.90 IRRIGATION DETAILS 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 220-SS 6" 2' 6' 8'I' 15' 201# 22'# 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. TOTAL SYSTEM LOSSES: 49.60 ! o�- NOTE: SCREENS WERE TESTED AT 50PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. AVAILABLE PRESSURE (LOW): 64.00 APPROVED BY: DATE° 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)14.40 STD.(24'MIN.TO 36" MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). CITY ENGINEER RCE N0 .24953 DESIGN ARCHITERRA DESI N GROUP LADED LANDS CAPE ARCHITECTURE SLEEVING DETAIL PCS SCREEN CHART PRESSURE LOSS CAL. 'A' MLD SITE PLANNING - t 10621 CHURCH STREET,SUITE 106 SCALE: N.T.S. #533 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DRAWN RANCHO CUCAMONGA,CA 91730 SHEE1 L'11 MLD (909)464-2800 FAX: (909)464.2802 CHECKED DFIAWINE NO. RWK DATE 2/6/02 RLA NO. X834I e 00- ARCHITERRA JOB No. 0108-5 SHEET OF PROJECT: TRACT 15174 BY: MLD PROJECT: TRACT 15174 BY: MLD PROJECT: TRACT 15174 BY: MLD PROJECT: TRACT 15174 BY: MLD STATIC PRESSURE HIGH: 75 LOW: 64 STATIC PRESSURE HIGH: 75 LOW: 64 STATIC PRESSURE HIGH: 75 LOW: 64 STATIC PRESSURE HIGH: 75 LOW: 64 SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS SOURCE OF INFORMATION: CARLOS 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 VALVE STATION/GPM: STATION: B-4 GPM: 27 VALVE STATION/GPM: STATION: C-9 GPM: 28 VALVE STATION/GPM: STATION: D-5 GPM: 29 VALVE STATION/GPM: STATION: E-9 GPM: 27 ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: ITEM: P.S.I. LOSS: WATER METER SIZE: 2" fry 27 GPM .00 WATER METER SIZE: 2" 0 28 GPM .00 WATER METER SIZE: 2" 0 29 GPM .00 WATER METER SIZE: 2" 0 27 GPM .00 BACKFLOW DEVICE: 2" @ 27 GPM 12.00 BACKFLOW DEVICE: 2" 0 28 GPM 12.00 BACKFLOW DEVICE: 2" @ 29 GPM 12.00 BACKFLOW DEVICE: 2" 0 27 GPM 12.00 FLOW SENSOR: 11/4" 0 27 GPM 1.02 FLOW SENSOR: 11/4" @ 28 GPM 1.08 FLOW SENSOR: 11/4" @ 29 GPM 1.14 FLOW SENSOR: 11/4" @ 27 GPM 1.02 MASTER VALVE: 1112" @ 27 GPM .84 MASTER VALVE: 11/2" 0 28 GPM .84 MASTER VALVE: 11/2" 0 29 GPM .95 MASTER VALVE: 11/2" 0 27 GPM .84 GATE VALVE(S): 1 2" @ 27 GPM .50 GATE VALVE(S): 2 2" ® 28 GPM .96 GATE VALVE(S): 1 2" ® 29 GPM .50 GATE VALVE(S): 1 2" 0 27 GPM .50 MAINLINE (CL. 315): 3" 160 L.F.@ 27 GPM .14 MAINLINE (CL. 315): 3" 1065 L.F.® 28 GPM 7.00 MAINLINE (CL. 315): 3" 508 L.F.@ 29 GPM .50 MAINLINE (CL. 315): 3" 1195 L.F.@ 27 GPM 1.08 AUTOMATIC VALVE SIZE: 11/4" @ 27 GPM 5.70 AUTOMATIC VALVE SIZE: 11/4" ® 28 GPM 5.80 AUTOMATIC VALVE SIZE: 11/4" @ 29 GPM 5.90 AUTOMATIC VALVE SIZE: 11/4" ® 27 GPM 5.70 LATERAL LINE SIZE: 3/4" 65 L.F.@ 8 GPM 3.34 LATERAL LINE SIZE: 3/4" 105 L.F.@ 8 GPM 5.40 LATERAL LINE SIZE: 3/4" 45 L.F.@ 8 GPM 2.31 LATERAL LINE SIZE: 3/4" 57 L.F.fit 8 GPM 2.93 1" 32 L.F.@ 12 GPM 1.08 11/4" 6 L.F.0 28 GPM .12 1" 10 L.F.@ 12 GPM .34 1" 40 L.F.@ 12 GPM 1.35 11/4" 37 L.F.@ 16 GPM .56 11/4" 28 L.F.@ 15 GPM .38 11/4" 16 L.F.@ 16 GPM .24 11/2" 5 L.F.@ 27 GPM .10 11/2" 5 L.F. @ 29 GPM .11 11/2" 8 L.F.0 27 GPM .16 IRRIGATION HEAD PRESSURE: 25.00 IRRIGATION HEAD PRESSURE: 25.00 IRRIGATION HEAD PRESSURE: 25.00 IRRIGATION HEAD PRESSURE: 25.00 SYSTEM LOSSES SUBTOTAL: 50.28 SYSTEM LOSSES SUBTOTAL: 52.20 SYSTEM LOSSES SUBTOTAL: 49.24 SYSTEM LOSSES SUBTOTAL: 50.82 FITTING LOSSES (5% OF SUBTOTAL): 2.51 FITTING LOSSES (5%OF SUBTOTAL): 2.61 FITTING LOSSES (5%OF SUBTOTAL): 2.46 FITTING LOSSES (5%OF SUBTOTAL): 2.54 ELEVATION LOSSES/GAINS (ELEV. X .433) (+)1.30 ELEVATION LOSSES/GAINS (ELEV. X .433) (-) 9.03 ELEVATION LOSSES/GAINS (ELEV. X .433) (+) 1.00 ELEVATION LOSSES/GAINS (ELEV. X .433) (-) 11.00 TOTAL SYSTEM LOSSES: 54.09 TOTAL SYSTEM LOSSES: 45.78 TOTAL SYSTEM LOSSES: 52.70 TOTAL SYSTEM LOSSES: 42.36 AVAILABLE PRESSURE (LOW): 64.00 AVAILABLE PRESSURE (LOW): 64.00 AVAILABLE PRESSURE (LOW): 64.00 AVAILABLE PRESSURE (LOW): 64.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 9.91 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)18.22 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)11.30 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)21.64 PRESSURE LOSS CAL. 'B' 4PRFqcl 10PRESSURE LOSS CAL. 'D' PRESSURE LOSS CAL. 'E' T :. SCALE: N.T.S. - SCALE: N.T.S. SCALE: N.T.S. 0SCALE: N.T.S. SCALE: N.T.S. til �s u SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Ra SCALE: N.T.S. N0 SCAPe p cp a ae W 0 eY i T PF C IN- . DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA- TRACT 15174 LANDSCAPE IMPROVEMENTS ROCHESTER AVENUE s/o CHURCH STREET, CHURCH STREET e/o MALAGA DRIVE, MALAGA DR. w/o ROCHESTER AVENUE IRRIGATION DETAILS APPROVED BY: DATE : r} CITY ENGINEER RCE No .24953 .r _ IN GROUP DE, NDED MLD LANDSCAPE ARCHITECTURE SITE PLANNING 10621 CHURCH STREET,SUITE 106 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DRAWN RANCHO CUCAMONGA,CA 91730 SH L_ 1 2 MLS (909)484-2800 FAX: (909)484.2802 CHECKED DR WIN NO. RWK DATE 2/6/02 RLA NO. 2834 1 600- 1L ARCHITERRA JOB No. 0108-5 SHEET OF PLANTING NOTES: T-5 � S-12 151 _ _.... - _ — 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT S-9 — -----`— INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND S-3 49 55 + r-- — �— - SPEC STALLING IONS. IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND 21 S-12 V-2 V 1 2CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT 39 3 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.. S-9 S-7 56 S-3 Y 16 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, 49 s - _ _ I OR THE REPAIRIREPLACEMEN T NO COST TO THE CI ANY ETC., SHALL TAKE SOLE RESPONSIBILITY F T A A -.; ..� __ :- DAMAGE OF SAID UNDERGROUND FACILITIES. 21 S-12 29 � ._ ; � � � 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE A ____ _ SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS " - - - HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. s'�1T Si � S-12 - • ' __ x;i --- "'i """"' S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO G w �� , • ------ ------ - � Q � INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 53 f, S _ fi 2 I 1 OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS Nv s-a s-s w 213 39 Z BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS =� A t ' 1 S6 > J OTHERWISE APPROVED BY THE CITY. S-10 T-5 Q = 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT z. « * • _ t , 40 15 4 U MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. / s ` • � 6. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE S-12 * !� t , -12 Q ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS 7 s o AND DETAILS HEREON. S-7 102 z i«««i := S-7 a 12 .,`•• t 1 s_g 50 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. `« t 9 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOL AMENDMENT TYPES AND / = 8 T-5 52 .. � QUANTITIES SHALL BASED- / 15 9 a SOIL AMENDMENTS 6E INTO THE SOILSOIL AT THE REQUIRED RATEOS PER 1,000 SQ FTATIONS). ROTOTIL THE REQUIRED V-1 ' * t P{L 4 CY.NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM S-7 5 , 5-10 - 125 LBS GRO-POWER PLUS S-11 18 100 m s'+Fues<1'TALL IN 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH 1,INDER ALL TREES AND SHRUBS,AND BLEND INTO T-4 26 LINE-OF-SIGHT AREA EDGES AT GROUNDCOVER AREAS.PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS T_5 SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY S APPROVAL PRIOR 10 TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 15 2 INTRAVAIA ROCK AND SAND,INC. ' t.x S-12 UPLAND, CA (909)982-6713 —_ 24 _ x �1 — CHURCH ST. PLANSc6' SiDEWAL PLANTER Np ANLPOB!-11W x x x * /,. —` OR COBBLE f x x S x — — OR STAMP PLANT LEGEND x xxxx - -1S2 S-8 -�_ _ SECTION A-A SYMBOL Q 52 S-12 — N.T.S. CALL-OUT BOTANICALNAME COMMON NAME SIZE SPACING COMMENTS on_ T-5 G 12 Q Q 42 --- OTREES w / i C ` J T-1 Brachychiton populneus Bottle Tree 15 gallon 25 o.c. Standard 4 � - : 0 1� ST 1 w �.� �, . �, _ i i i - RE S-10 / / S r _ - = ' ` • , . �� S-6 /� Q- O T-2 Rhus lancea African Sumac 15 gallon 20 o.c. Standard 0 * : S� W < V-2 S-12 ' 39 52 ` T-3 Eriobotrya deftexa Bronze Loquat 15 gallon 25'o.c. Standard 0 3 -5�.o (D \Y' D T-4 Koetreuteria bfpinnata Chinese Flame Tree 24 Box 35 o.c. Multi-trunk 0 = T-1 5 84 83 ' 0 + T-4 Koefreuteria bipinnata Chinese Flame Tree 36 Box 35 o.c. Multi-trunk 4 V S-12 _`* . . • 115 S-10 F-- 15 4 82 �"= O T-5 Magnolia g.'St.Mary' Magnolia Hybrid 15 gallon 20'o.c. Standard 66 Q I 38 12 69 34 81 / � ��-- , SHRUBS 80 , w ® 8-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 1 o.c. 0 (V S-10 0 S-2 Dietes bicolor Fortnight Lily 5 gaflon 4'o.c. 0 79 �� TYPICAL VINE NOTE: 79 V-2 S-12 VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR S-3 Escallonia'Newport Dwaf NCN 5 gallon 4'o.c. 42 W 9 \ TO LOCATE VINES ON STREET-SIDE OF WALL. 37 / S-10 �-- S-12 C 0 S-4 Helictotrichon sempervirens Blue Oat Grass 1 gallon 2'o.c. 0 2 S-7 \ 86 78 / �� O S-5 Hemerocallis hybrids(evergreen) Daylily 1 gallon 2'o.c. 113 ea.yellow,orange,pink 0 30 � MULCH NOTE: V S-8 \ CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL 77 ® S-6 Lavandula dentate French Lavender 5 gallon 3'o.c. 0 qg S-12 SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY •, 5280 EARTHWORKS OF NORCO,CA.(909)538-3321 (OR EQUAL). SUBMIT SAMPLE O S-7 Nandina domesfica'Compacta' Heavenly Bamboo 5 gallon 3'o.c. 278 Q' * S-12 OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR T-5 •. ., \-10 11 11 PLACEMENT FOR CITY INSPECTOR'S APPROVAL. • S,8 Nandina domesfica'Nana' Heave Bamboo 5 gallon 2'o.c. 551 � 133 B STRE T 1514 Heavenly f .,- • r 44 S-9 Pittosporum t.'Wheelers Dwarf Wheeler's Dwarf Tobira 5 gallon 4'o.c. 98 6 �• •�� PASEO MATCHLINE - SEE SHEETL-16 v-2 -•-`` 16 PLANTING NEAR HARDSCAPE NOTE: XERISCAPE ASSESSMENT SYSTEM SUMMARY p S-10 Rhaphiolepis indica'Ballerina' India Hawthorn 5 gallon 3 o.c. 3% V_2 � �'`- *TRACT 15492 LANDSCAPE IMPROVEMENT* 30 26 J- 1. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON CENTER SPACING AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS REFEREACF_CLAIMED p S-11 Agapanthus a.Umen Anne' Lily of ft Nile 1 gallon V o.c. 52 :� /�/ (EXCEPT FOR ROCKSCAPE). POINTS (Sheet#!Ref.#) 75 I� \ e S-12 Trachelosperrnum jasminoides Star Jasmine 1 gallon 2'o.c. 1067 / 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE,NOT WALKWAYS THAN ONE-HALF OF I. LANDSCAPE(Point Value) THEIR ON-CENTER SPACING, IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE1• Water conserving plants.(20) 20 L-1311.1 O S-13 Juniperus conferta Shore Juniper 1 gallon 8'o.c 0 EDG ES. \ 2. Turf limited to 25%(45%residential).(20) 20 L-1311.2 O S-14 Juniperus squamate NCN 1 gallon 8'o.c 52 74 i �/Q \ 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5 Blue Carpet OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE, 3. Plants grouped by watering need.(10) 10 L-1311.3 VINES c \ PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS S-8 \ WALKS,WALLS,OR CURBS), BUT WITHIN THEIR NORMAL PLANTING SPACE 4. Hardscape(non-irrigated)surfaces.(10) 10 L-13/1.4 0 V-1 Macfadyena unguis-cat] Cat's Claw 5 gallon 15'O.C. Train to wall 16 REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY 73 13 BE PLANTED WITHIN 12"OF ROCKSCAPE,SUBJECT TO THE ABOVE RESTRICTIONS. 5. Permeable paving.(5) - A V-2 Parbenocissus tricuspidate Boston Ivy 5 gallon 15'o.c. Train to wall 100 6. Low-water turf varieties. (5) L-1311.5 S-7 a 7 \ 53 `�' 7. Mulch provided in non-ground cover areas.(5) 5 L-1311.6 7 -' `� B � 8. Sal amendments.(5) 5 L-1911.7 i \ T-5 ` a 15 3 Total Points Claimed- 70 a T-5 ` = (Minimum Points Required: 60) v 15 6 HEET KEY MAP B * , 0 •O • 7 ■ i'f - \ .. -- _FFA• �� a e PR. '' •• S-8 W 4000P ' 78S-12 � � P�� > 108 �� - , - - w s DESCRIPTION OF REVISION DATE APPROVED 3'-6'TO CHURCH ST70 26 / a CITY of RANCHO CUCAMONGA- 0. 5-6' 4'-0' 3• T OR LACOBBLE SiDEWAL PLANTE ill°� : 1 ` x x J 6 1 \ f - .z- z� I TRACT 15174SCALE: 1" 30' i 1'TG 13'R.O.W. E_ ;�w rs-1O 5-1 6 LANDSCAPEIMPROV EMENTS SECTION 13-13 ROCHESTER AVENUE s/o CHURCH STREET, N.T.S. * . s° r � I CHURCH STREET e/o MALAGA DRIVE, MALAGA DR. w/o ROCHESTER AVENUE v-, •• xx �� W PLANTING PLAN SYMBOL LEGEND �A� x x �� `g n xx Underground Service Alert 5 -9 .x ° U x APPROVED BY. DATE . g TREES SHRUBS rs1 0 x �(/ / REFERENCES / ! . SD C A P j E R C E No. 24953 - PLAN CROSS REFERE C S . �. � �5 - . ^ � � CITY ENGIN ER 13 k,< -- `RyE - /� �um��°s 9cs DESIGN ARCHITERRA DE46N GROUP NDED • Call: TOLL FREE CALL-OUT � a SYMBOL CALL-OUT S-„ T_4 ` ` S O FOR NOTES AND LEGENDS, SEE THIS SHEET N.T.S. , �� JRB LANDSCAPE ARCHITECTURE v SITE PLANNING r/ SYMBOL F FOR DETAILS, SEE SHEET L-16 w " I 10621 CHURCH STREET, SUITE 106 1 -800 20 36 2 ,\� Ana+� _ DRAWN RANCHO CUCAMONGA, CA 91730 SHEET L- 13 SIZE S'y FOR SPECIFICATIONS, SEE SHEET L-18 I* �/s, yk JRB/MLD (909) 484 2800 FAX: (909)484-2802 422-4133 (gal./box/BTF) QUANTITY QUANTITY FFA , FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 `s�, - j ,eG \� FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7 ,qr oQ, CHECKED DR WORKINGTWO DAYS BEFORE DI r� F 0, F`�ioNk RWK DATE 2/6/02 RLA No. 2834 0WING N0. 0' ARCHITERRA JOB No. 0108-5 SHEET OF A � Q i • • PLANT LEGEND Q •01 • o SYMBOL CALL-OU_T BO-TANICALNAME COMMONNAME SIZE SPACING COMMENTS QAC. MATCHLINE - SEE 'AA' TREES T-1 Brachychiton poputneus Bottle Tree 15 gallon 25'o.c. Standard 34 07 a <a t Y S-2 T-2 Rhus lancea African Sumac 15 gallon 20 o.c. Standard 23 21 +i 5 b D WIN PUBLIC R,VJ TO 1Z 4'-0' 4'TO 0' ROCHESTER AV. 0 MATCHLINE - SEE SHEET L-13 6 ' PLANTEfLE SDEWAL COBBLE O T-3 Eriobotrya deftexa Bronze Loquat 15 gallon 25 o.c. Standard 0 ° I PLANTER/COBBLE COMBO V-2 ° 3:1 SLOPE MAX.12 TO 10 + T-4 Koefreuteria bipinnata Chinese Flame Tree 36"Box 35'o.c. Multi-hff* 0 01 S-10 P/L ' O T-5 Magnolia g. St Mary Magnolia Hybrid 15 gallon 20 o c Standard 0 31 : a _ SECTION D—D T-1 S-11 71 l N.T.S. SHRUBS 6 15 5 3 s MAT E - SEE '1313' S-1 Festuca Dana glauca ElijahIkue Fescue 1 gallon V o.c. 1838 � � wr •w. � TYPICAL VINE NOTE: 6 V-2 S-2 Dietes bicolor Fortnight Lily 5 gallon 4'o.c. 241 s-2 • VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. CONTRACTOR S-1 25 S-8 18ts S-3 Escallonia'Newport Dwaf NCN 5 gallon 4'o.c. 0 TO LOCATE VINES ON STREET-SIDE OF WALL T-1 86 ° 15 3 • ' S-10 o S-4 Helictotrichon sempervirens Blue Oat Grass 1 gallon T o.c. 0 50 • 1 / S-8 — _ .—._ • 5 0 S-5 Hemerocaft hybrids(evergreen) Dayliity 1 gallon T o.c. 1/3 ea.yellow,orange,pink 0 27 ® S-6 Lavandula dentata French Lavender 5 gallon 3'o.c. 0 I T-, • O S-7 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon 3'o.c. 0 • 15 4 • S-13 l T_2 • 9 • S-8 Nand'ina domestica'Nana' Heavenly Bamboo 5 gallon T o.c. 399 68 ,5 4 i $ • S-2 S-1 S-9 Pittosoru pm t.'Wheelers Dwarf' Wheeler's Dwarf Tobira 5 gallon 4'o.c. 0 S-13 I 50 85 S-10 I ' 9 0 S-10 Rhaphiolepis indica India Hawthorn 5 gallon 3'o.c. 354 -- 'Ballerina' 53 T-1 ° S-1 S-1 T-1 ` ° 76 ' p S-11 Agapanthus a.'Queen Anne' Lily of the Nile 1 gallon 3'o.c. 3 23 15 4 T 89 • ' : S-8 a S-12 Trachelospermum jasminoides Star Jasmine 1 gallon 2'o.c. 8 --- ' S-, 5$ 58 I ° T-2 • 58 ; S-13 Jurriperus conferta Shore Juniper 1 gallon 8'o.c 51 0 15 3 • a S-8 a= i O S-14 Jureperus squamata NCN 1 gallon 8'o.c 52 59 'Blue Carpet' ° 67 — VINES ° A V-1 Macfadyen unguis-cati Cat's Claw 5 gallon 15'o.c. Train to wall 0 • S-13 I S-2 ° ° ° V-2 Parhenocissus tricuspidate Boston Ivy 5 gallon 15'o.c. Train to wall 88 6 2, ° 39 ° ° 57 W ° W 15 5 S-1 / ` e \ 53 Q ' ° ° Q , S-10 ° ° 66 s-, � 71 s-2 77 W ——— 8a W W 27S-8 , 55 ` —–– W s-, W so s-, -°� 56 86 W b .L 68 v T-1 • V T-2 S-1 O 15 6 • O 15 4 86 O • 3 _/ MULCH NOTE: 8 65 ,:: , I • CONTRACTOR SHALL INSTALL A 4"LAYER OF SHREDDED MULCH IN ALL SHRUB AREAS, MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY S-1 • EARTHWORKS OF NORCO,CA.(909)538.3321 (OR EQUAL). SUBMIT SAMPLE OF ANY ALRNATIVE MATERIAL S-10 90 55 • ' • PLACEMENT FOR CITY INSPECTORS IOAPP OVAL.R TO RASE AND/OR 1 O 76 1 ' E . S-13 ' 64 00 ,5 4 9 ' PLANTING NEAR HARDSCAPE NOTE: T-2 � - S-1 I 1 T-1 S-13 13 1. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER 15 3 9 SPACING AWAY FROM WALKS,WALLS,CURBS, AND OTHER HARDSCAPE ELEMENTS • 0 74 S 1 (EXCEPT FOR ROCKSCAPE). ___ • 95 S-2 S-1 I 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE,NOT WALKWAYS THAN ONE-HALF OF 00 t' 54 b 66 THEIR ON-CENTER SPACING,IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE • � 37 i P!L c 2' ° - S-8 1 b EDGES. 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5' C ;;:. C I a A Q ° 70 OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE, 6�] t PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS �7 , ' F' °' S-8 l WALKS,WALLS,OR CURBS), BUT WITHIN THEIR NORMAL PLANTING SPACE �� b 65 REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY • 9 I BE PLANTED WITHIN 12"OF ROCKSCAPE, SUBJECT TO THE ABOVE RESTRICTIONS. 3 7012 4-0 3 TO 10' ROCHESTER AV. 53 ' 5 2 — WAN PLB_C RN' PLANTER "D, A PLAAN7ER SHEET KEY MAP 94 +' 2'TO 3'COBBLE '� ° 3:1 SLOPE MAX IN R/W ° S-1 12'TO 1!i - ,4 88 ° 62 06_8SECTION C—C --- ° a W. w V-2 b - ,5 N.T.S. b DESCRIPTION OF REVISION 29 b ° ° - L-15 a°" w DATE APPROVED I MATCHLINE SEE SHEET �. CITY of RANCHO CUCAMONGA MATCHLINE - SEE 'AA' SYMBOL LEGEND 5 ° c / I TRACT 15174 SCALE 1" = 30' L LANDSCAPE IMPROVEMENTS � �' / �t 13 68 I TREES SHRUBS \ ROCHESTER AVENUE s/o CHURCH STREET, CALL-OUT CHURCH STREET e/o MALAGA DRIVE, MALAGA DR. w/o ROCHESTER AVENUE SYMBOL CALL-OUT 100 — SYMBOL "� e�� .. — — — �9y s a PLANTING PLAN SIZE P Underground Service Alert MATCHLINE - SEE 'BB' (gal.IboxIBTF) QUANTITY QUANTITY APPROVED BY: DATE : /� g - r n << n y /,�°S�ApF ' CITY ENGINEER RCE No. 24953 • call: TOLL FREE PLAN CROSS REFERENCES ® �x�Ru�4 _____„^ ° �umw4a� 9�y DESIGN ARCHITERRA DESIGN GROUP LADED R !w 4' r' ' JRB LANDSCAPE ARCHITECTURE SITE PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-13 _ _� 10621 CHURCH STREET, UITE 106 N.T.S. DRAWN RANCHO CUCAMONGA, CA 91730 SHE ET L-14 1 -8�� FOR DETAILS, SEE SHEET L-16 MI102 - *,' JRB/MLD (909),04-2800 FAX: (909) 484-2802 FOR S, SEE SHEET L-18 422-4133 FOR CO RIESPO DUNG CONSTRUCTION PLAN SEE SHEET L-2 � e 4 Qr CHECKED DR WIN LA0. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-7 \rF OF Cpl RWK p,q� 2/6/02 RLA No. 2834 WORKING DAY BEFORE Y DI ARCHITERRA JOB No. 0108-5 SHEET OF S-8 S-2 S-8 S-5 S-5 V-2 5 6 9 14 14 26 V-1 S-2 S-8 S-10 S-1 S-2 T-2 M 1 4 6 14 50 6 1 2 _j S-10 S-10 S-1 S-2 S-8 V-1 W1 14 14 50 6 11 2 LU E 14 `_ ° - - , 15 u, 16 V-1 UJ 17 ; 2 18 : s-2 19 - s-a S-2 Lu . _. ' _ '-� Q S-2 6 S-2 z E � I) W 18 6 5 J , S'1 ti - + -- - La U 2� 18 S-5 [L 2 14 /, S-2 /1 -5 S-8 V - J ° , S-5 6 14 f— S-8 -- - - _ -------------- - -50- - - ------------- _S.5_ �' ..j ° ° ; 14 2 9 - --- - - ------- - - - -- - - - U a- - -- _ 14 S-8 -- -- - - # i 2rj 1 14 S-5 6 S_8 ` . 7 ° t 14 6 Q v r � ° 6 e 6 S-10 - -- - -- -- t 14 S-2 - - S - MALAGAD��V>� - 6 14 — T-2 - . S-8 15 . 50 S-1 17 S-1 50 S-1 36 Z S-5 50 S-8 S-1 .-1 50 - i J------- •- ---•-- _ S-1 6 50 S-8 = -- 50 14 S-10 - _ 7 5.8 S.1 - 14 S-10 _ -�- - 8 50 o — _ 1Q S-1 —� � • 4 50 S-1 S-10 i Q A_ e • 4 S-5 • o' Q 6-4 2 � �-"� 14 ANT END .,. PL LEGEND SYMBOL ;op CALL-OUT BOTANICAL-NAME COMMON NAME SIZE SPACING COMMENTS QTY: l � TREES V-1 . y r T-1 Brachychtton poputneus Bottle Tree 15 gallon 25'o.c. Standard 0 - x . 2 T-2 Rhus lancea African Sumac 15 gallon 20 o.c. Standard T7 ` F,. t : k • W 6 TO 8' 6'-0' 5-6' MALAGA DR. W T 16' 6-0' 6'-6* MALAGA DR. I IN PUBIC ^."J PLAN?EP. SIDEWALK PLANTER IN pUB._C RW PLAN?ER SIDEWA'K PLAIN-ER i� V-Z 'I1 e - OR COBBLE 3:1 SLOPE MAX. OR COBBLE 37 ,,nn 18'TO 24'R.O.W. i6'TO 24'R.O.W TYPICAL VINE NOTE: 14 V A O T 3 Eriobotrya deftexa Bronze Loquat 15 gallon 25'o.c. Standard o VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. S-8 ° + T-4 Koetre35'uteria bionnata Chinese Flame Tree 36"Box o.c. Muni-trunk 2 P!L P/L �jCONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL. SECTION F-F S�� 6 F SECTION E-E • 5-10 O Mary' � T-5 Magnolia g.St. Magnolia Hybrid 15 gallon 20'o.c. Standard 0 N.T.S. N.T.S. � - � �"� s_5 36 -� ° `N ° f7 14 . v SHRUBS / o ° GG O�� G► S-10 ° ° 5-2 14 MULCH NOTE: 3 S-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 1 O.C. 1150 `� ,a 49 Q S-2 Dietes bicolor Fortnight Lily 5 gallon 4'o.c. 204 Q P` �- - S-5 CONTRACTOR SHALL INSTALL A 4'LAYER OF SHREDDED MULCH IN ALL 45 S-2 F. S-3 Escallonia'Newport Dwarf NCN 5 gallon 4'o.c. 0 SHRUB AREAS, MULCH SHALL BE WOOD FIBER MATERIAL AS MADE BY ° 14 EARTHWORKS OF NORCO,CA.(909)538-3321 (OR EQUAL). SUBMIT SAMPLE S-8 XT-2 6 \ S-5 o S-4 Helictotrichon sempervirens Blue Oat Grass 1 gallon 2'o.c. 180 OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTORS APPROVAL. 8 15 3 S-10 S-10 14 O S-5 Hemerocallis hybrids(evergreen) Daylity 1 gallon 2'o.c. 1/3 ea.yellow.orange,pink 299 S-10 27 ® S-6 Lavandula dentata French Lavender 5 gallon V o.c. 14 PLANTING NEAR HARDSCAPE NOTE: ° 19 24 O S-7 Nandina domestica'Compacta' Heavenly Bamboo 5 gallon V o.c. 0 1. TREES AND SHRUBS MUST BE A MINIMUM OF ONE-HALF OF THEIR ON-CENTER rS-4 ` O� 3 T-2 ` • � S-1 • S-8 Nandina domestca'Nana' Heavenly Bamboo 5 gallon 2o.c. 278 SPACING AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS �8O < 15 11 (EXCEPT FOR ROCKSCAPE). ;,,° ° S-1 50 ® S-9 Pittosporum t. 'Wheelers Dwarf Wheeler's Dwarf Tobira 5 gallon 4'o.c. 0 � 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE,NOT WALKWAYS THAN ONE-HALF OF S-8 ° ° 50 0 S-10 Rhaphiolepis indica India Hawthorn 5 gallon V o.c. 310 THEIR ON-CENTER SPACING,IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE 'Ballerina' EDGES. 5 S-8 V-1 V'2 - 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5' S-5 12 p S-11 Agapar>thus a. Queen Anne' Lily of the Nile 1 gallon 3'o.c. 0 OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE, 2 3 S-5 14a S-12 Trachelospermum jasminoides Star Jasmine 1 gallon 2'o.c. 0 PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE(SUCH AS 14 WALKS,WALLS,OR CURBS),BUT WITHIN THEIR NORMAL PLANTING SPACE REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY V•2 / Oi S-13 Jurriperus conferta Shore Juniper 1 gallon 8'ox 0 BE PLANTED WITHIN 12"OF ROCKSCAPE,SUBJECT TO THE ABOVE RESTRICTIONS. 24 32 - 5-2 V-3 5-10 9 S-14 ,kmiperus squamata NCN 1 gallon 8'o.c 52 6 S-2 S-10 - 50 'Blue Carpet' S-10 12 1 18 2 21 VINES 5.2 14 ° (� S-5 � d ` S-8 V-1 Macfadyena unguis-calf Cat's Gaw 5 gallon 15'o.c. Train to wall 12 S-5 6 14 3 14 8 S-10 ° c- S_2 A V-2 Parhenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wail 91 13 S'8 14 - - - 5-8 s 5-8 9 6 6 S-2 28 26 6 Q 1 S-10 2 s-2 _ T-2 SHEET KEY MAP ' 6 Qi 10 ° 1 2 LU ° w S-1 50 10 � • w ZS-5 _ DESCRIPTION OF REVISION = w DATE APPROVED 'k w - 14 5-5 - RANC — MHO CUCAMONGA :3 � - S_5 14 - _ , � �� CITY of 1 s-1 / d � -�� TRACT 15174 U I 14 a F— 1 - _ S_5 50 S-8 SCALE: 1" = 30' Q - — 14 .1 n I LANDSCAPE IMPROVEMENTS 2 i _ _ S•10 S 6 i S-8 \, ROCHESTER AVENUE s/o CHURCH STREET, 1 14 5-1 S'ZCHURCH S-1 S.8 6 6 P y MALAGA RT w/o ROCHESTER AAVEINUE 50 6 5-5 50 � Q PLANTING PLAN -1 0 14 S - SYMBOL LEGEND , Underground Service Alert 5-10 14 2 APPROVED BY: , , DATEev�-- s•10 50 TREES SHRUBSPLAN CROSS REFERENCES �ANOSCgp q CITY ENGINEER RCE No. 24953 • .. 14 ;`h. WUmw�ea 9s DESIGN ARCHITERRA DE IGN GROUP NDED Call: TOLL FREE CALL-OUT T� I %� �a \ JRB LANDSCAPE ARCHITECTURE SYMBOL CALL-OUT FOR NOTES AND LEGENDS, SEE SHEET L-13 �� '° d) SITE PLANNING SYMBOL FOR DETAILS, SEE SHEET L-16 - _ TE 106 Vature w DRAWN 1RANCHO CUCAMONGA, CA0621 CHURCH STREET, 191730 SHEER � 1 -80 FOR SPECIFICATIONS, SEE SHEET L-18 - N.T.S. _ 7,131W_ L-15 `rr' v SIZE * - * JRB (909)484-2800 FAX: (909)484-2802 4i�2-4133 (gal./box/BTF) QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 �e° QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-7 \4 Q? CHECKED DRAWINQ N0. TWO WORKING DAYS BEFORE YOU DIG c p�-`� RWK DATE 2/6/02 RLA No. 2834 J,800 _ ARCHITERRA JOB No. 0108-5 SHEET OF V-2 1 IO 0S-8 S-2 S-2 ` S-5 ^ 13 12 7 13 `, O S-5 L51 R S-5 ' 125 IG 10 R S-8 65 S 7 211 V \ T-' PLANT LEGEND 15 1 ` , • ° V-2 Q o SYMBOL �n ■ • ° , V- CALL-OUT BOTANICAL NAME COMMdN NAME SIZE SPACING COMMENTS QTY. 2 � • ■ ■ S-8 , -. TREES S-2 14 •' T-1 Brachychiton populneus Bottle Tree 15 gallon 25'o.c. Standard 43 � ' 19 ° d a S-4 �� ' • 12 O T-2 Rhus lances African Sumac 15 gallon 20 o.c. Standard 0 . � VI 12 S_8 °• �" • T-3 Eriobotrya deflexa Bronze Loquat 15 gallon 25'o.c. Standard 6 11 3'-12' 8'-0" 0'-8' 3'-15' � . WALL FOOTING NOT WALL FOOTING NOT 30 S_8 0 IN PUBLIC RM PLANTER SIDEWALK ROCK COBBLF PLANTER IN PUBUC RNV + T-4 Koelreuteria bi innata Chinese Flame Tree 36°Box 35'o ` S-6 S-6 Pi c. Multi trunk 2 •. 3:1 SLOPE MAX. 5 S-5 0 G_ 15 V 12 14 O z�.. G V � +. fl G 8 , „, O T-5 Magnolia g St.Mary' Magnolia Hybrid 15 gallon 20 o.c. Standard 0 CJ r G ■ - T4 T3 S-4 `� 22 52 36 1 15 2 12 12 SECTION H-H SHRUBS N.T.S. V-2 H S-14 S-1 Festuca ovina glauca Elijah Blue Fescue 1 gallon 1'o.c. p V " S-6 3 � ° 16 S-2 Dietes bicolor � � 15 � Fortnight Lily 5 gallon 4'o.c. 437 1 5 !' 10S-5 S-4 _ 'Newport , v ,° •° ° / S 3 Escatlonia Dwarf NCN 5 gallon 4 o.c. p 11 13 s-6 H S-4 Hetictotrichon sempervirens Blue Oat Grass 1 gallon 2'o.c. 183 82 �q' • " 147 3 o S-5 Hemerocallis hybrids(evergreen) Daylily 1 gallon 2'o.c. mix yellow,orange,pink 280 S-4 b S-6 Lavandula dentata French La S-6 J ° ° S-2 ® vender 5 gallon 3'o.c. 368 .° 12 48 _ 10 , S-6 ° O S-7 Nandin a domestics Com cta Heaven) Bamboo 5 gallon 3 o.c. Pa 9a 165 Y S-7 S-5 ;, 3 86 4 ° • S 8 Nardina domestica'Nana' Heavenly Bamboo 5 gallon 2'o.c. 129 11 • 36 15 1 T-1 ° S_g �• S-6 S-9 Pittosporum t.'Wheelers Dwarf Wheeler's Dwarf Tobira 5 gallon 4'o.c. p 15 1 r' S-7 .. 1 4 t 34 ,,�'`• / 14 Q S-10 Rhaphiolepis indica India Hawthom 5 gallon 3'o.c. p �l Ballerina' S-14 � S-6 ° : S-6 • 9 4 2 ,- -, / • 8 p S-11 Agapanthus a. 'Queen Anne Lily of the Nile 1 gallon 3i o.c. p 1 �• S-4 a S8 S-12 Trachelospermum jasminoides Star Jasmine 1 gallon Z o.c. 0 S_14 6 ' S 5 O S-13 Juniperus conferta Shore Juniper 1 gallon 8 o.c 0 S-4 ■° 12 • 3 S-4 9 S-8 / O S-14 Juniperus squamata NCN 1 gallon 8'o.c 52 12 O _ , � S-4 Blue Carpet' S-14S-5 VINES • 5 S-5 O/ 3 S-6 10 �� j 11 0 V-1 Macfadyena unguis-cati Cat's Claw 5 gallon 15'o.c. Train to wall 0 S-4 18 S-4 V-2 T-1 /G 7 ° V. 9 A V-2 Parhenocissus tdcuspidata Boston Ivy 5 gallon 15'o.c. Train to wall 253 S-14 12 1511GO Q� ' T_ -1 S-8 3 i 5 S-6 °° ° 15 2 ° S-5 V-2° ° 9 • 11 ''�• S-14 S-2 14 S-4 5 51 S-6 V-2 A S-5 13 14 18 S-8 '. S-7 2 5 , MULCH NOTE: S-5 16 ■ S6 ■ 7 CONTRACTOR SHALL INSTALL A 4 LAYER OF SHREDDED MULCH IN ALL 13 ' T-4 5 S-2 SHRUB AREAS,MULCH SHALL BE WOOD FIBER MATERIAL LAS MADE BY S-5 EARTHWORKS OF NORCQ CA. 909 538 33 21 OR EQUAL). SUBMIT SAMPLE 36 1 19 � 13 6 ( ) ( ) E OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR • S-14 PLACEMENT FOR CITY INSPECTOR'S APPROVAL. S-5 S_ S7 ■ 2 • 3 3315 33 - S-4 s-2 ° V_2 S-2 " 9 — PLANTING NEAR HARDSCAPE NOTE: 0, 4 ° 23 `` P 4 • ° 15 ' S-2 S-5 T-3 1. TREES AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER ■ q 'p � - - -__ 4 16 °° 15 4 (EXCEPT WAYFOR FROM WALKS.WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS S-2 TYPICAL VINE NOTE: s-14 2. SHRUBS MAY BE PLANTED CLOSER TO ROCKSCAPE,NOT WALKWAYS THAN ONE-HALF OF ---- s-s _ � THEIR ON-CENTER SPACING, IN ORDER TO ENCOURAGE GROWTH OVER ROCKSCAPE e V-2 ■ VINES SHOWN ON BACK OF WALL FOR GRAPHIC CLARITY. 12 0 4 EDGES. f 17 • CONTRACTOR TO LOCATE VINES ON STREET-SIDE OF WALL. ; .f •. G S-7 3. WHERE PLANTING SPACE IS RESTRICTIVE,TREES WHICH WOULD OTHERWISE REQUIRE 5' S-2 43 32 OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN TWO FEET OF ROCKSCAPE, 37 '• PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS _ o • ' WALKS,WALLS,OR CURBS), BUT WITHIN THEIR NORMAL PLANTING SPACE — T-' S-7 S-7 S-6 REQUIREMENTS. TREES WHICH REQUIRE FOUR FEET OR LESS OF GROWING SPACE MAY A' 15 3 G °• 18 24 BE PLANTED WITHIN 12"OF ROCKSCAPE,SUBJECT TO THE ABOVE RESTRICTIONS. • o R °• 20 Q ° S-14 •° S-14 S-6 " S-6 �. ° • 2 .r 4 . 4 32 ■ ■ I / S-4 S-6 . / S-8 S-4 16 9 S-2 5 'I 6 S-4 • 14 S-4 • S-8 . .. •• 18 `T " sed 0'` S-14 5 14 _ 5 iiii..s • ,! 2 ° y S-5 S-5 ° S-4 / s-7 ' ' 5113 " T-1 „ SHEET KEY MAP 19 s-14 15 6 DESCRIPTION OF REVISION �14 S_7 BUNKER HILL DRIVE DATE APPROVED WALL FOOTING NOT 3'-12' 8'-0° 3'-15' ALL FOOTING NOT 7 IN PUBLIC RNV PLANTER OR SIDEWALK PLANT ER OR IN PUBLIC RNV ' ° CITY of RANCHO CUCAMONGA PLANTEPVCOBBLE COMBO PLANTEWCOBBLE COMBO , # S-14 142 ,E 3 • s S_6 PASEO MATCHLINE — i SECTION G—G s-6 13 SEE SHEET L-15 � TRACT 15174 9s w a • S-6 9r N.T.S. ao 20 ;� nu a a r x w SCALE: 1" = 30' LA TS = NDSCAPE IMPROVEMEN ROCHESTER AVENUE s/o CHURCH STREET, S_8 a CHURCH STREET e/o MAL AGA DRIVE, 7 s � MALAGA DR. w/o ROCHESTER AVENUE S-2 z�P L LEGEND 14 �-`�` T-' M PLANTING PLAN SYMB O S-85 7 � i Underground Service Alert TREES SHRUBS 11 P� _V7 4. APPHOVEU BY. LAI Ec ��-- �` PLAN CROSS REFERENCES P w NOSCAPF CITY ENGINEER RCE N CALL-OUT Q�y2� �� Kr urnw�ea�9c+ ARCHITERRA DE l o. 24953 e , C� Call: TOLL FREE h s DESIGN S G�F'GROUP REC ME ED SYMBOL CALL-OUT FOR NOTES AND LEGENDS SEE THIS SHEET v ` "�, JRB LANDSCAPE ARCHITECTURE SYMBOL FOR DETAILS, SEE SHEET L-16 ` F, °-�`" h SITE PLANNING 10621 CHURCH STREET, SUITE 106 1 -800 SIZE FOR SPECIFICATIONS, SEE SHEET L-18 �' -- g� f DRAWN RANCHO CUCAMONGA,CA 91730 SHE.L _... 102 L- 16 (gal./bo QUANTITY FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 * ---, I-, — * JRB/MLD (909)484 2800 FAX: (9os)484-2802 to 422-4133 QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-7 N T S M � - s�9 rpt �`� T oQ CHECKED DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG F OF CN RWK DATE 2/6/02 RLA No. 2834 1800 -- L- ARCHITERRA JOB No. 01 08-5 SHEE-1 OF NOTES N 1.REMOVE NURSERY STAKES ^ I.STAKES TO SE PLUMS AND . \ PARALLEL CN S.STAKE TREE PERPENDICULAR TO PREVAILING WIND cN3 n V 1�( g g S i • �� W J ��J v TIGHTLY � RNr BERM TO FORM ASP TIE TO BE PLACED As Low DEPRESSED EG BAS ��: AS POSSIBLE ON THE TRUNK TOTOP OF STAKES BELOW D ALLOW FOR WIND FLEXING OFTHETRI OF TREE WHERE SPECIES GROWTH TOP OF ROOTBALL TO v 4'WOOD CHIP MULCH. TOPABBEE N?SH GLLTOEXTEND2' �A e BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERIMTS EXTEND 2'ABOVE ftN'SH GRADE GALV•TtIiNBUCfQE ORALLOWTHEHEADTODROP MAIN TRUNK FINISH GRADE v ORIGINAL GRADE NATIVE SACKFILL WITH NO ROCKS w • GREATER THAN T DIAMETEP ,,..�•�.�• 2- DUCKBILL EARTH ANCHOR W-UM TOTAL SYSTEM TOP OF STAKES BELOW ¢ �2�sETs OF CINCH TIES • OR EQUAL PER CITY STANDARD M. SPECIES OF TREE WHERE ACED 24'APART ATTACH 3'BERM,TIGHTLY COMPACTED IN j� SPECIES GROWTH HABIT PERMITS. W/GALVANIZED SCREWS TO 3' PLACE TO FORM WATERING BASIN B —;g WIN TRUNK t2'MAXIMU LODGE POLES 3. NATIVE SOIL BACKFILL L. • - R(!))SETS OF CINCH TES SPACED 24' eI APART,ATTACH WITH GALVANIZED 2DA LODGE POLE PINE STAKES 4 NATIVE SOIL WREWSTO V LODGE POLES TOP OF ROOTBALL TO EXTEND WITH I'DIA.LODGE POLE PINE STAKES 7 ABOVE FINISH GRADE DRIVE A NAND OF 6'PH INTO UNE SIAM, • UN- Wffm WOOD PRESERVATIVE STAIN, DISTURBED SOIL AND POSITION 5. NEW RUBBER HOSE OVER WIRE AT POINT OF DRIVE A LANIN'JM OF 4'INTO ORIGINAL GRA STAKES OUTSIDE ROOTBALL ROOT BALL 2 CONTACT. STAKES oues DE RIooNM osmoN 3'BERMTIGHTLY COMPACTED ROOT BALL RI PLACE TO FORM WATERING ARBOR GUARD IN TURF AREAS AND BASIN LOCATED OUTSIDE OF PLANT PIT TO BE(2)TIMES THE _ d. DOUBLE-STRAND GUY MES SPACED FRONT YARDS. PUNT PIT WIDTH OF THE ROOT BALL - PLANT PIT TOBE(2'TIMES THE UALLY AROJND TREE.COVER W/WHITE TOP OF RDOTBALI TO EXTEND!' WIDTH OF THE ROOT BALI PVC 1/2'DIA.TUBING.LENGTH t 3'. ABOVE FINISH GRADE TIGHTLY COMPACTED!'SERIN TO FORM WATERING BASIN FOR RESIDENTIAL AND NATIVE BACKFILL WITH 7. 3'HIGH EARTH BERM WATERING BASIN. GROUND COVER INSTALLATIONS LOCATE NO ROCKS GREATEROUTSIDE OF PLANT PIT BERMS IN TURF -- d PLANT PIT TO BE 3X THE WIDTH OF THE ACCAREAS EPTANCE 0 BE RE LK)VE D PRIOR TO CRY THAN 3 DIAMETER NATIVE BACKFILL WITH NO ROOTBALL d 7. SHALLOWER THAN THE ROOTBALL PLANT PIT TO BE RaF ROCKS GREATER THAN 3' TIMES THE WIDTH DIAMETER THE ROOTBALL B 0.ROOT ALL I = y t T b UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE BOIL I NOTE: t��° T LI RBEDNATIVE S _, (� NOT1 UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES f, NATIVE SACKPILL WITH NO 1 OF ROOT BALL DO NOT CRACK ROOT BALL 1.UNTANGLE MATTED ROOTS BY LOOSEWNG ALL ROOISATEDGE 3 , 9 A. INSTALL GUY'S HAND-TAUT TO PREVENT ROCKS f� i ROCKS GREATER THAN I'OM DEFORMATION OF LIMBS. LEI IE 1[' IE OF ROOT BALL DO NOT CRACK ROOT BALL E I L !E IE IE IE I B. WIRE SHALL BE CLAMPED ORCRIMPED,NOT TWIS"IED. IEIE�EI � I1IE1 �EI61f i �[ •" wlTroEsonuNDlsTURBED II .7 r..l t` .lE,IC .-t`.l t, .It-..IC •it-..t-. Ir`. NOTES1 - L TWICE ROOT BALL WIDTH J 1.REMOVE NURSERY STAKES t" —1 2 STAKES TO BE PLUMB AND PARALLEL 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND 4 TREE GUYING TREE PLANTING TREE PLANTING ON SLOPE - SHRUB PLANTING SHRUB PLANTING ON SLOPE SCALE: N.T.S. SCALE: N.T.S. 502 SCALE: N.T.S. # 505 * SCALE: N.T.S. # 506 . SCALE: N.T.S. # 507 NE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT 4.OF COMPACTED WOOD CHIP NARDSCAPING(CONCRETE HEADER, MULCH. CURB 8 GUTTER,SIDEWALK,ETC.) INISH GRADE It Alf Ir A SHOVEL CUT EDGE COMPACTED NATIVE SOIL NOTE: 1. NOTES: ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING{TRIANGULAR)UNLESS OTHERWISE INDICATED ON 1. PRIOR TO PURCHASE/PLACEMENT Of THE MULCH,ATHEPPROVAL CONTRACTOR SHALL PLANS SEE LEGEND FOR SPACING REQUIREMENTS. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR INTO EDGES AT GROUND COVER AREAS, SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION- SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS. 4. PUCE NO MULCH WITHIN A B'RADIUS OF THE CROWN OF A WOODY PLANT. 3.SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. SHRUB SPACING MULCH LAYER x �r SCALE: N.T.S. # 508 SCALE: N.T.S. # 509 " SCALE: SCALE: zb SCALE: *ND S C A RF yi. umw4 4 4?y JL to 0 Ipna uFe �y,;9 .�! 4A to �P 4 pF O F C p``��Q. DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA. TRACT 15174 LANDSCAPE IMPROVEMENTS ROCHESTER AVENUE s/o CHURCH STREET, CHURCH STREET e/o MALAGA DRIVE, MALAGA DR. W/o ROCHESTER AVENUE PLANTING DETAILS APPROVED BY: e DATE : tom CITY ENGINEER RCE N0 .24953 DESIGN ARCHITERRA DESIGN GROUP REC DED MLD LANDSCAPE ARCHITECTURE SITE PLANNING SCALE: SCALE: SCALE: SCALE: 10621 CHURCH STREET,SUITE jos DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L-17- MLD (909)484-2800 FAX: (909)484-2802 CHECKED DRAWING NO. RWK DATE 2/6/02 RLA NO. 283 •L ARCHITERRA JOB No. 0108-5 SHEET OF . __ _ _________ SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. lise 9-1/2" x 16" x 11'• rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings, or e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries u pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the PART-1--..SFNERIyAi 3. The chart shall show,the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to and shall be the maximum 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 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark,material S. Use 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 be 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 and 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-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. 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 be 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 & Standards- All work and materials shall comply with governing codes,safety 5. The chart shall be 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,and regulations, and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(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 the 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 joints. in these special provisions. sealed 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 QUALITY ASSURANCE& RF.QUIRFMEx1TS mils. 3. Pipe shall be made from NSF approved,Type 1,Grade II PVC 2. Spray heads shall have a screw adjustment. operation period. 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 charts shall he completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines (and various assemblies) in such a 3.08 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt & Manufacturer's Directions: Manufacturer's directions and detailed drawings D Operation and Maintenance Manuals., 4. Except as noted in paragraphs 1, 2,and 3 of this section(2.01 B),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 be removed from the site,all walks and paving shall be bloomed or washed shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler bod with its own outlet. Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the Cit of Rancho Cucamonga within ten the same as for solvent-weld pressure main line t and fittings as g P } down, and any damage sustained on the work of others shall be repaired to its gY ga P pipe g original condition. Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL.SITE OBSERVATION PRIOR TO ACCEPTANCE C. Ordinances and Regulations: All local, municipal and state laws, and rules D. Brass Pipe and Fittings: O. Sleeving. specific items required to complete work,perform such work in and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a part of these Specifications,and their telephone number, and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline, lateral lines Rancho Cucamonga. Cucamonga 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 Federal Specification #}tom'-P-351. or control wiring shall be 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 manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga. rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification #WW- P. Vandal Resistant Controller Enclosure: moisture before installation. installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting & 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 Irrigation Detail sheet. required before final site observation can occur. Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal 1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above 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 I. 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 adapters into which the Cucamonga in advance for the following observation meetings,according to offsets, fitting,sleeves,etc.,which may be 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 and finished conditions rendered. 16% zinc, 24%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 Line Clearance: I 1. Pre-Job Conference-7 days such fittings,etc.,as may be required to meet such conditions. E Equipment to he 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 be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves (I 1/2" and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (I 2) 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 sleeve(s) which shall be installed 3. Lateral line and sprinkler installation - Z4 horns features. a. Two(2) sets 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 line. Parallel lines shall not be installed disassembling and 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- 585-70-66 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 Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation - 24 hours specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous d. One(1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve (2" and larger) irrigation equipment. 1. Install as per manufacturer's 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 as every five (5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be 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 be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller. 8. Final observation- 7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3_-_EXECUTION City of Rancho Cucamonga. in the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall he installed r detail. B. When observations have been conducted other than the Cit of Rancho Cit of Rancho Cucamonga. g 1. 120 volt power connection to the automatic controller shall be Y performed,the Contractor shall assume full responsibility for any >' g Cucamonga, show evidence in writing of when and by whom these 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. revision necessary. G. Quick Coupling Valves: observations were made. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union 1.03 SUBMITTALS 1. Quick coupling valves shall have a brass, two-piece body designed for C. No site observations will commence without"As-Built" record drawings. The A. Handlingof PVC t and fittings: The Contractor is cautioned to exercise all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. pipe 1;� working pressure of 150 P.S.I. contractor shall not call for a site visit without"As-Built" record drawings, g P prior to proceeding with work under this Section. A. Material list: care in handling, loading, unloading, and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted 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 be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. I. 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 be responsible for damages to utilities which are caused by I. Install where shown on the Drawings. Where grouped together,allow processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve (I 2) inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval by the discarded, and if installed, shall be replaced with new piping. H. Backflow Prevention Units: 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, so there shall be L 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 difficulty 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. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE SPECIFICATIONS and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications, he may do connected,all necessary diversion work has been completed,and manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be PART-LGENERAL is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. #100B or approved equal. Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shall be installed only,after flushing of the sy1.01 Description stem 1 Backflow Preventer Febco 825-Y-BV has been accomplished to the complete satisfaction of the city of For concrete information refer to the Standard Specifications for Public Works the backflow preventer shall be installed as required by local code. Rancho Cucamonga. Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to 2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: 2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of Sections 4, 201, 303,and 400,as well as any other sections related to the installation, construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure J. Sprinkler Heads: per and post installation concrete work, materials, labor,and clean-up. The Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. Standard Specifications forr Public Works Construction is available from: approved. L Check Valves: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects Bi Building News & The City of Rancho Cucamonga shall have the sole responsibility in accepting to installation. to those itemized. 3055 Overland Avenue in g 1. Swing check valves 2' and smatter shall be 200 pound W.O.G. bronze Los Angeles, CA 90034 Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310) 202-7775 listed and should include solvent, primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51 D,Class A, & Water Supply: Drawings. In no case shall the spacing exceed the maximum boxes,etc. No copies of manufacturer's literature(catalog cuts) are Tye IV1. The irrigation system shall be connected to water supply point(s) of recommended by the manufacturer. 1.02 Scope required as submittal information. 1.06 GUARANTEE 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. Internal parts shall be stainless steel specified, including, but not limited to the following: of the City of Rancho Cucamonga may be rejected and the Contractor attached form. 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(s) shown on may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the expense. irrigation system. caused b y actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel, bolts,and anchors. the Valcon "ADV"or approved equal. } City shall not relieve the Contractor of his responsibilities under the terms of the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete. J. Control Wiring: product or products apparently meet the requirements of the maintenance manual. Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES C. Concrete mow strips, footings for walls, fencing, posts, benches,etc., where samples submitted. C. The guarantee form shall be re-typed applicable. P g yped onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection 5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW h liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and location(s) shown on larger diameter, except directly in the path of pipe or conduit, shall be tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3) da s supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause 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 be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, B. 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 and Specifications,ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made 1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall without added cost to the City. set of blueline 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 and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should beclosed within twenty-four(24) hours;and where this is not possible, the side of the 1.04 Clean-up every change from 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. 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 be kept shaded with burlap or canvas. Upon completion u all concrete work and before final acceptance,the Contractor shall purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as 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 s shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such re 3.06 FIELD QUALITh CONTROL. remove all tools, surplus materials,apparatus, debris, etc. from the site and the site This set of drawings P y P pairs or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. shall be left in a clean,neat condition acceptable to the City. as a record set. replacements within a reasonable time after receipt of written notice from the City,we authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three (3) feet of each 2. Provide for a minimum of twenty-four(24) inches comer for all A. Adjustment of the System: 2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon de) and. wire.connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve, so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for work as actually installed. For example, should a piece of equipment PROJECT: repair, the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimum performance and to prevent osible. av 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 PP>� g must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will irrigation legend. The relocated equipment and dimensions will SIGNED: S. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 112") inches or smaller provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-Tite wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required. time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2) inches for all non-pressure lines. 3. Before the date of the final observation,the Contractor shall transfer PHONE DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control all information from the"record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (I 8) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be similar mylar material. Arrangements shall be made through the city PART 2 - PRODUCTS Rancho Cucamonga. wiring, accomplished within ten (10) days 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 be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS 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 be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers Esser,or Faber Castell. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. DESCRIPTION O F REVISION V I S I O N readable even on the final controller chart (see Section Q. The DATE APPROVED original mylar"record drawing" plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final lcation of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated CITY o f RANCHO C NGA_ controller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho 315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay, sand,or other approved materials, free from large clods of earth Cucamonga 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 stones. Backfill shall be mechanically compacted in landscaped TRACT 15174 reference, such as building corners, sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde !, final electrical hook-up shall be the responsibility 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 pounds per intersections, etc., the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips, sunken square inch and prove watertight. LANDSCAPE IMPROVEMENTS pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas, humps or other surface irregularities. a. Connection to existing water lines. 22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Note: Testing of pressure main lines shall occur prior to ROCHESTER AVENUE s/o CHURCH STREET b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. ' c. Gate valves. the Drawings. No foreign matter larger than one-half (1/2) inch in size will be CHURCH STREET e/o MALAGA DRIVE, d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic MALAGA DR. w/o ROCHESTER AVENUE along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving. IRRIGATION SPECIFICATIONS f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho 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) hours. If leaks h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop, replace joints and repeat test until entire system is proven � i. Other related equipment as directed by the City of Rancho 21-70• M. Control Valve Boxes: sprinkler heads, lawn, planting, or other construction are necessary, watertight. APPROVED BY: _ � � D A T E a /1 .>-- Cucamonga. the Contractor shall make all required adjustments without cost to the 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. Carson Industries city. 5. All hydrostatic tests shall be made only in the presence of the CITY ENGINEER RCE N o. 24953 5. On or before the date of the final field observation,the Contractor conforming to.ASTM test procedure D2466. #910-1 ZB with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall ARCHITERRA DE LGN GROUP shall deliver the corrected and completed sepias to the City of sleeve shall he PVC with minimum size of six (6) inches. C. Trenching and Backfill Under Paving DESIGN RE 6. Solvent cement and rimer for PVC solvent-weld abd fittings be backfilled until it has been observed, tested,and approved in LANDSCAPE ARCHITECTURE Rancho Cucamonga. Delivery of the sepias will not relieve the primer P1Pe � KPF shall be of type 1. Trenches located under areas where paving, writing. 041 Contractor of the responsibility of furnishing required information pe and installation methods prescribed by the 2. Use 9-1/2" x 16"x 11" rectangular box for all electric control valves. p g,asphaltic concrete,or SITE PLANNING that may be omitted from the prints. manufacturer. Carson Industries # 1419-12B with green bolt-down cover ora concrete will be installed, shall be backfilled with sand (a layer four 10621 CHURCH STREET, SUITE 106 approved 6. Furnish necessary force pump and all other test equipment. DRAWN SHEET L- 1 Q equal (4} inches below• the pipe and six (6} inches above the pipe) and RANCHO CUCAMONGA, CA 91730 v C. Controller Charts: 7. All PVC pipe must bear the following markings- compacted in layers to 95%compaction,using manual or mechanical KPF (909)484-2800 FAX: (909)484-2802 3. Use 6"diameter x 8-3/4" deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a t coverage test in 1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries #608-12 with the compaction of the existing adjacent undisturbed soil and shall be the presence e the City of Rancho Cucamonga n determine if the p g green flex-lock P g l water coverage for planting areas is complete and adequate. Furnish CHECKED D WIN N0. Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any RWK 2/6/02 00 C. Schedule or class . DATE o. ARCHITERRA JOB No. 0108-5 SHEET OF PLANTING SPECIFICATIONS PART_ 1 - GENERAI. PART 2 - EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 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 be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City. necessary 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 in the Specifications as follows. shall have root ball 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 germination. No material or method shall render the job site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 2.02 Installation: 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock (1-gallon, 5 - and regulations,and meet the 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 non-selective systemic herbicides(as For Public Works Construction (Green Book) latest edition. and approved by the Landscape Architect and City prior to planting. year, but not over two (2) years. recommended by the Pest Control Advisor) 1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions-Substitutions for indicated plant material will be 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 be licensed in are made at no additional cost to the City. Except 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 substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Gro Power Plus, 5-3-1 15 lbs/cy specifications. B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not ApprovedApprrn'ed -Plants not approved are to be removed from site course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediately 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 reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal, spray these areas per Pest C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations. Damage Insurance,during entire course of the Construction 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 be determined by City. damage. 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 be removed prior to City,acceptance. L Plant trees that are to be located in lawn or ground cover areas after finish Landscape Architect and City to give starting and completion dates. 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 PART 3 - SOIL. PREPARATION-AND-FINISH GRADING1" - 2" below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate 3.01 Scope of Work: 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 soilration r required by governing authorities for the work to be performed. P and finish grading of all planting and lawn areas as shown on plans, as reasonably,implied, or as delineated in the Soil amendments shall be 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 in the B. Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including, but not limited to the following: dimensions shown on the plans at the site prior to commencement of any B Furnishing, placement and grading,of topsoil for backfilling of planters if work under this contract. The Contractor shall verify, the location and depth required. Tree stakes shall be lodge pole one tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. of all. underground utilities prior to start of work. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Fertilized all plants and planted areas. for all temporary utilities such as water,electrical power and PART___- GROUNIX COVER AND_BEDDING PLANTS po ry po gas as required 3.02 Topsoil: Irrigation. by him for the construction of the project. Temporary,services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. 5.01 Scope of Work: D. Survey, Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill, backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers: establishing all surveys, reference points and elevations required by him, and shall be sandy textured. Silt plus clay-content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans, as A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 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 reasonably implied,or delineated in the specifications. Gro-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 E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos 5.02 Bedding Plants: Po l� >S' rp per centimeter at 25 C. Power (909) 393-3744. detours required by him for the construction of the project. All temporary In order to ensure conformance, samples of the imported soil shall be Perennials and Annuals: Provide healthy container grown plants from a recognized traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and City or governing authorities. landscape Architect for analysis prior to use. Result of testing' be delivered nursery, and of the species and variety, shown on plans. 24%sulfur and shall be registered as an agricultural miner, with the State 1.05 Defective and Unauthorized Work: to City, 5.03 Ground Cover for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. Ground Cover: Provide ground cover of the species shown on plans. Ground cover All work which is determined by inspection to be defective in its construction or 3.03 Soil Amendments: 7.03 General: deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall he established and well rooted in flats or similar containers. 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 landscape Architect and City. 5.04 Mulch: 3.04 Soil Preparation: 1.06 Inspections: Mulch: Shall be 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 them until final acceptance The Contractor shall arrange for inspections b notifying the Landscape Architect Cit a 5.05 Coordination: of total project. Replace any dead or dyingplants as directed by the Landscape Y Yi g Pe � Y approval and, fine grading completed, prior to rototilling and prior to soil Architect and City representative. P � and governing authorities, 24 hours prior to time of inspection, unless otherwise amendment work. A. Do not have plants delivered to the jab site until site conditions are ready for noted. Inspections shall be as listed below,but not necessarily in this order. Only planting. If planting is delayed, keep plant roots moist and lace e a the inspection pertaining to the project scope of work will apply: After rough grades have been established, prepare all lawn and planting areas by P g P g Y p P P A. Irrigation: Operate irrigation system on an established program to maintain sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off tilling or cross ripping to a depth of 12". All rock and debris more than 2" in P P" g Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be 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 he removed. maintenance and equipment and/or maintenance personnel, shall be irrigations (main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall he completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be 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 he 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: permission from the City. - 7 Daus. 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. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs. of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and 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 does 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 and lawn 25,000 square feet of planted area. These soil tests shall be conducted by an 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 method of shall be 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 and disease. PP g R PL' P l Pe Pe P P 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 be reviewed by the City prior to any applications. Pest Control Trees 24" box&larger I year job conference. 5.07 Protection: shall include Gopher control. Trees 15 gal.& smaller I year 3.05 Finish Grading: D. Pruning- Prune all plants as designated and directed by Landscape Architect, Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or Ground Cover 120 days After rototilling operations 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 he maintained and proper tolerances shall be met after Lawn (sod) 120 days settlement at the end of the project maintenance period. PART-6,-.WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top Lawn (seed) 120 days from 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. 180-day maintenance period. landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART$_-ACCEPTANCE OF-PROJECT alll materials which have died within the time 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 written notice from the Landscape Architect 8.01 General: or City. If dead material is not replaced and planted within the 5 day 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. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and 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 PART 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 adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.08 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall he made that affect the establishment period: The first shown on plans, as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the Upon 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 DESCRIPTION 0 F REVISION all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DATE APPROVED Prior to the installation of any weed control materials the LandscapeContractor shall day period, due to defective maintenance, then continue establishment until 1.09 Disposal and Clean-up: A. Nomenclature- Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. CITY o f RANCHO Csubmit to the landscape Architect/City a list of the weed control materials andPlant Names" established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and g, At termination of establishment period all plant material shall be live, all waste materials (including excavated material classified as unacceptable Except for names covered therein, the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor healthy, undamaged, and me of infestation. inferior plantings shall be TRACT 15174 soil material),trash and debris generated or encountered during the course of followed. landscape construction,and legally dis shall furnish the landscape Contractor and landscape Architect and City data to pe pose of it. During the course of the work, replaced and brought to a satisfactory condition before final acceptance of remove surplus materials from the site and leave B. Condition- Plants shall be symmetrical,typical for variety and species, sound, demonstrate the compatibility of the weed control materials and methods with the LAND SCA P E IMPROVEMENTS rp premises in a neat and clean work will be made. Al] areas shall be neatly raked and free of welds. condition. Clean up and remove all remaining debris and surplus materials uponintended planting and seed varieties present. healthy, vigorous, free from plant disease, insect pests,or their eggs,and shalt completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy, normal root systems,well-filling their container,buy not to the ROCHESTER AVENUE s/o CHURCH STREET, upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no CHURCH STREET e/o MALAGA DRIVE, case shall trees be topped. MALAGA DR. w/o ROCHESTER AVENUE PLANTING SPECIFICATIONS APPROVED BY: DAT E : /� CITY ENGINEER/L2,," RCE No. 24953 DESIGN ARCHITERRA IGN GROUP T2WIDLD KPF LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10621 CHURCH STREET,RANCHO CUCAMONGA, CA1917 0TE 6 SHEET KPF (909)484-2800 FAX: (909)484-2802 L- CHECKED DR WIIYG�NO. RVVK DATE 2/6/02 RLA No. 2834 ( ARCHITERRA JOB No. 0108-5 SHEET OF 7ELECTfRICAL ABBREVIATIONS ELECTRICAL SFECIFICATIONS ELECTRICAL &"r1*iBOL5 f) AT A GENERAL A AMPERES ABV ABOVE L SCOPE 1. IT GENERAL SYMBOLS TYPICAL OUTLET CODING AF AMP FUSE OR AMP FRAME AFC AVAILABLE FAULT CURRENT (SYMMETRICAL) TWE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THE SYSTEMS. FURNISH CONDUITS SNALL BE EMT, RIGID OR FLEXIBLE STEEL TYPE ABOVE GRADE AND NOTES: 1. MOUNTING HEIGHTS NOTED ARE DISTANCES MEASURED FROM THE J CIRCLE OR DIAMOND DESIGNATES OUTLET BOX,CEILING MOUNTED AFP. ABOVE FINISHED FLOOR ALL MATERIALS AND DO ALL WORK REQUIRED BY THE DRAWINGS AND SCHEDULE 40 PVC BELOW GRADE. FLEXIBLE STEEL CONDUIT SHALL BE MANUFACTURED DEVICE CENTERLINE TO THE FINISHED FLOOR OR FINISHED GRADE, UNLESS OTHERWISE NOTED. JQ I BRACKET DESIGNATES OUTLET BOX,WALL MOUNTED AT +18' UNLESS ARCH, ARCHITECT SPECIFICATIONS. UNLESS SPECIFICALLY NOTED TO THE CONTRARY,FURNISH N ACCORDANCE WITH UL-I, USED ONLY FOR LIGHTING FIXTURE CONNECTION, SHORT MOTOR A AMP SWITCH AND INSTALL ALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCE A CONNECTION OR FOR THE EQUIPMENT REQUIRING VIBRATION ISOLATION. LENGTH IS OTHERWISE NOTED S T �� INSIDE REFERS TO A REFERENCE NOTE 1 AN OVAL WITH A NUMBER SDE RE AT AMP TRIP COMPLETE OPERATING SYSTEM. LIMITED TO 71 MAXIMUM. AGROUND WIRE IS REQUIRED M ALL FLEXIBLE CONDUIT, O ?. W CONCEAL ALL CONDUITS, UNLESS OTHERWISE NOTED. ON THE DRAWINGHERE IT IS INDICATED. DUPLEX RECEPTACLES NEMA 5-20R(U.ON.J. AUTO AUTOMATIC ?. PERMITS AND CHARGES OR SLASH AND BRACKET DESIGNATES UNIT TO BE MOUNTED ON WALL BKBD BACKBOARD OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION ABOVE COUNTER TOP, CABINET OR SHELF C CONDUIT FEES, AND OTHER GRGES HA BY AGENCIES HAVING JURISDICTION. ?. WIRE AND CAME IDENTIFICATI CB CIRCUIT BREAKER 3. REGULATIONS AND CODES IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUIT DESIGNATION AT CKT CIRCUIT THE OVERCURRENT DEVICE, AT ALL SPLICES, AND N JUNCTION BOXES. NOT ALL SYSMBOLS ARE USED ON ALL PROJECTS. G C I I CL E L NG PROVIDE AND INSTALL ALL MATERIALS N CONFORMANCE WITH TINE NATIONAL CL R. CLEAR ELECTRICAL CODE, CALIFORNIA ADMTNI ADMINISTRATIVE CODE TITLE 8, AND OTHER MARK CIRCUIT DESIGNATION ON ALL JUCTION BOX COVERS, CIRCUIT C.O. CONDUIT ONLY CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT N DESIGNATION MEANS PANEL DESIGNATION AND CIRCUIT NUMBER I.E., A-1 POWER AND WIRING DISTRIBUTION CONC. CONCRETE ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE CONN. CONNECT OR CONNECTION MANUFACTURERS RECOMMENDATIONS � BRANCH CIRCUIT PANELBOARD CONT. CONTINUED/CONTINUATION USE PLASTIC COATED SELF-STICKING MARKERS SUCH AS THOMAS 4 BETTS E-Z C.W. COLD WATER 4. VERIFYING EXI$TNG CONDITIONS CODE FOR IDENTIFICATION OF CONDUCTORS AND METAL EDGE BANDED PAPER CONDUIT RUN CONCEALED IN CEILING OR WALL (SEE SPECIAL SYSTEMS AND TAGS ON PULL ROPES. DEFINITION SYMBOLS FOR RACEWAY CODING) D DEPTH DET, DETAIL BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL DIA. DIAMETER EXISTING CONDITIONS AT THE PROJECT SITE. THE LACONDUIT RUN EXPOSED TENT OF THE WORK IS 3. GONDUGtOR$ SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER BY THE ACT OF DISC. DISCONNECT — 41 — It IN OR BELOW FLOOR SLAB OR GRADE TTI A I A FOR WORK THE CONTRACTOR SHALL BE DEEMED A �� RUN ON DOWN SUBMITTING BID PROPOS L DELIVER ALL CONDUCTORS TO THE JOB SITE N ORIGINAL UNBROKEN CARTON T HA MA H A STUDY AND EXAMINATION AND TO ACCEPT ALLMANUFACTURER'S O VE DE $UC OR REEL, PROPERLY TAGGED WITH UL. LABEL SIZE, TYPE, INDICATES AN EQUIPMENT GROUND CONDUCTOR DWG DRAWING CONDITIONS PRESENT At THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT E AN TRADE NAM THE DATE MANUFACTURED (MUST BE MANUFACTURED WITHIN 6 D E SHALL BE CONSIDERED A5 VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS MONTHS). ELEC ELECTRIC OR ELECTRICAL WHICH MAY EXIST. � WASH MARKS INDICATE THE QUANTITY OF CONDUCTORS REQUIRED. UNLESS ELEV ELEVATION OTHERWISE NOTED,NO HASH MARKS INDICATE 2 012 AW10 G (' AWG EMERG, EMERGENCY UCTORS. $1? AWG MINIMUM, UNLESS SPECIFICALLY Y DE COPPER COND EQUIP. EQUIPMENT 5. COO'RDNAtION PROvl NOTED OTHERWISE ON THE DRAWINGS, PROVIDE SOLID CONDUCTORS, MO AWG CONDUCTORS INDICATED). WHERE A NUMBER IS NOT INDICATED, THE A R UNLESS OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS, Ps CONDUCTORS ARE h2 AWG (MIN). EXISTING AND SMALLER EXT. EXTERIOR COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE UTILITY COMPANY. AWG AND LARGER UNLESS OTHERWISE NOTED. OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL CONDUIT SIZE SHALL BE AS FOLLOWS: FOR. FEEDER ELECTRICAL CONNECTIONS REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS FIXT. FIXTURE OR NOT. USE CONDUCTORS WITH THHN/TWl!!ri 600 VOLTS INSULATION UNLESS OTHERWISE NOTED. CONDUCTOR SIZE FLA FULL LOAD AMPERES MIN. RACEWAY SIZE 12 10 8 FLR FLOOR LOCATIONS OF ELECTRICAL EQUIPMENT,J-BOXES, AND CONDUIT RUNS SHORN ONE-HALF INCH 1 to 4• 1 to 4 -•---- FLUOR FLUORESCENT ON THE DRAWINGS ARE APPROXIMATE. FIELD VERIFY FOR EXACT LOCATIONS INSTALLATION OF 600 VOLT CONDUCTORS: CONDUCTORS SHALL BE CONTINUOUS THREE-QUARTER INCH 5 to 8 5 to 6 1 to 3 AND COORDINATE ALL NEW WORK WITH THE OTHER DISCIPLINES t0 AVOID CONFBETWEEN OUTLETS OR JUNCTION BOXES. MAKE SPLICES N OUTLET BOXES, LICTS. ONE INCH 9 to 13 I toll 4 to 5 GALV. GALVANIZED PULLBOXES OR PANELBOARD GUTTERS. DO NOT SPLICE PANELBOARD FEEDERS. -QUANTITY OF CONDUCTORS AS INDICATED ITYPa GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER THIS CONTRACTOR IS TO PROVIDE ALL CONTROL WIRNG, RELAYS, STARTERS, INDICATES A HOMERUN TO PANEL ?LA, CIRCUITS 1-3.5 WITH SHARED 1 GLAD GROUND TIME SWITCHES, CONDUITS, ETC. INDICATED THEREON AS BEING PROVIDED 4. LIGHTING FIXTURE$ NEUTRAL AND CIRCUIT 1 WITH DEDICATED NEUTRAL UNDER THE ELECTRICAL WORK 21-A-1345 41� IFI HT FIXTURES OF THE TYPE SPECIFIED ON THE H HIGH OR HEIGHT FURNISH AND INSTALL LIGHTING HORIZ. HORIZONTAL DRAWINGS 4 PROVIDE APPROPRIATE MOUNTING HARDWARE. FLEXIBLE CONDUIT HP HORSEPOWER 6. AS EWILTCABLE (� (� � HTR HEATER 'U/ ARROW INDICATES A PLUG-IN CONNECTION HVAC HEATING CONDITIONING VENTILATING AND AIR CONDITIOG PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALL CHANGES NOTED THEREON 5. PANELBOARDS AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED 0 CONDUIT BEND UP TOWARD OBSERVER Ifs. ISOLATED GROUND AND DATED BY CONTRACTOR PANELBOARDS SHALL BE FACTORY-ASSEMBLED, SURFACE MOUNTED, AS NCtLN ON DWGS. INCAND. INCANDESCENT 1. GUARANTEE + CONDUIT BEND DOU�I AWAY FROM OBSERVER IND. INDICATED INT. INTERIOR PROVIDE TERMINAL LUGS ON MAIN BREAKERS RATED FOR USE WITH COPPER CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS CONDUCTORS,FULL-SIZE NEUTRAL BUS AND BOLT-ON CIRCUIT BREAKERS JB JUNCTION BOX ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A RATED TO EXCEED THE AVAILABLE SHORT CIRCUIT CURRENT, SPECIAL SYSTEMS RACEWAY CODING PERIOD OF ONE YEAR EXCEPT FOR LIGHTING FIXTURE LAMPS. KVA KILOVOLT AMPERES PROVIDE PANEL IDENTIFICATION NAMEPLATE AND TYPEWRITTEN LIST OF T TELEPHONE KW KILOWATT B. SHOP DRAWINGS CIRCUITS N THE DIRECTORY FRAME CLEARLY INDICATING THE LOADS SERVED. PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE-D CO, KWH KILOWATT HOUR SUBMIT REQUIRED SHOP DRAWINGS FOR REVIEW WITHIN ONE WEEK OF BID TYPE NQOD FOR 1201240V, I#, 3W, WITH BOLT-ON BREAKERS OR EQUAL. GENERAL LIGHTING AWARD. ALL EQUIPMENT TO BEAR U.L. LABEL OR TWAT OF ANOTHER SECURE SURFACE MOUNTED PANELBOARD TO MOUNTING PANEL INSIDE L LENGTH ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE STAMPED BY THE OF PEDESTEL ENCLOSURE, LGL LONG CONTINUOUS LOAD CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTING. O INDICATES A REFERENCE TO THE LIGHTING FIXTURE SCHEDULE: LOC. LOCATION 6. NAMEPLATE TYPE 'A' FIXTURE INDICATED. LTG LIGHTING SUBMITTALS SHALL INCLUDE THE PROJECT NAME AND CONTRACTORS NAME. SUBMIT SIX SETS OF SHOP DRAWINGS AND AWAIT ENGINEERING REVIEW PROVIDE NAMEPLATES ON ALL PANELBOARDS, POWER DISTRIBUTION UNITS, LIGHT FIXTURE, POLE MOUNTED MAX MAXIMUM COMMENTS PRIOR TO PURCHASING ALL PANELBOARDS, LIGHTING FIXTURES AND DISCONNECTS, AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME MFR. MANUFACTURER LENSES, POUTER DISTRIBUTION UNITS, CONTACTORS, AND DISCONNECT AS SHOIIN IN PLANS. NAMEPLATES SHALL BE LAMINATED BLACK AND MIN MINIMUM OR MINUTES SWITCHES. WHITE BAKELITE WITH CHARACTERS GUT THROUGH THE BLACK BAKELITE SINGLE LINE SYMBOLS MTD MOUNTED S. CONTRACTOR BID (3/16' HIGH LETTERS MINIMUM). ATTACH TO EQUIPMENT WITH SCREW$. MTG MOUNTING MTG. HT. MOUNTING HEIGHT THE CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOU,N ON THE PLANS AND UTILITY COMPANY METERING AND LEST 15LOCKS AS REQUIREDY AS SPECIFIED. ALL PREMIUM TIME COSTS REQUIRED SHALL BE INCLUDED N SERVING AGENCY NA NOT APPLICABLE THE BID. IF CONTRACTOR PROPOSES TO SUBSTITUTE FOR EQUIPMENT NF NON FUSIBLE SPECIFIED, HE $HALL SUBMIT HIS REQUEST FOR CONSIDERATION TO THE \ — N.L. NIGHT LIGHT OWNER AND ENGINEER PRIOR TO TWE BID N WRITING. ALL SUBSTITUTIONS COMBINATION $WTGH•FUSE! SWITCHBOARD MOUNTING NTS NOT TO SCALE MUST BE REVIEWED BY THE ENGINEER SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND IAjAJ DISTRIBUTION TRANSFORMER OR INSTRUMENTATION POTENTIAL P POLE SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE At HIS OWN TRANSFORMER PB PULLBOX EXPENSE FOR ANY CHANGES RESULTING FROM HIS PROPOSED SUBSTITUTIONS ryr1 P.G. PHOTOCELL WHICH AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF OTHER n PNL PANEL CONTRACTORS. — — CIRCUIT BREAKER PWR POWER B. MATERIAL AND INSTALLATION GF RECEPT RECEPTACLE CIRCUIT BREAKER WITH GROUND FAULT PROTECTION REQ'D REQUIRED ALL WORK AND MATERIAL SNALL CONFORM TO THE LATEST RULES OF THE GOVERNING RM ROOM ELECTRICAL CODE AND INSTALLATION SWALL BE OF THE LATEST INDUSTRY STANDARDS OF WORKMANSHIP. '�- FUSE ��`:> R S F, SCHED. SCHEDULE � c � SCT SHEET ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORY � ULJ, DISCONNECT SWITCH WITH OVERCURRENT PROTECTION UNLESS OTHERWISE E1 9 SQ. FT. SQUARE FEET OR ANOTHER ACCEPTABLE INDEPENDENT TESTING LABORATORY. NOTED WITH 'i�F' * � .630/ 3 STD. STANDARD Jt t`( \�P' OF CALF �Q SURF. SURFACE I I�--- GROUND 9j� fL�R F $W. SWITCH �/ • SWBD SWITCHBOARD /`�' MOTOR SYS. SYSTEM (NUMBER INSIDE SYMBOL DESIGNATES HP OF MOTOR) TEL TELEPHONE TEMP. TEMPORARY OR TEMPERATURE OUTLETS TRANSF. TRANSFORMER TTB TELEPHONE TERMINAL BACKBOARD UNMOUNTING HEIGHTS AS INDICATED ON SYMBOLS LIST, LESS OTHERWISE NOTED TYP TYPICAL BY SPECIFIC LOCATION N PLANS 1,15. UNDERGROUND GENER,4L NOTES u.ON. UNLESS OTHERWISE NOTED DESCRIPTION OF REVISION DATE APPROVED V VOLT CITY of RANCHO C U C A M 0 N G A vA VOLT AMPERES V.D. VOLTAGE DROP 1. ALL DEVICES INSTALLED OUTSIDE OR M DAMP LOCATIONS SHALL BE APPROVED TRACT 15174 VERT. VERTICAL WEATHERPROOF. LANDSCAPE IMPROVEMENTS W WATTS OR WIRE OR WIDE 2. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER ALL WIRE SHALL BE ROCHESTER AVENUE S/0 CHURCH STREET, W/ WITH UL LISTED, RATED FOR 600 VOLTS, TYPE THHN/THWN INSULATION, NO. 12 MINIMUM CHURCH STREET E/0 MALAGA DRIVE, W/O WITHOUT W.P. WEATHERPROOF SIZE EXCEPT FOR CONTROLS. MALAGA DR, W/O ROCHESTER hJENUE 3. THE CONTRACTOR SNALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL LIGHTING ABBREV . , SPECS . , GEN , NOTES & SYMBOLS EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENT$ OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. APPROVED BY; DATE:6�'. NOTE; 4. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL DRAWINGS ARE CITY ENGINEER RCE No. 24953 ATI EQUIPMENT IS SHOWN MCa"Oft RECO ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQU PINE N NOT ALL ABBREVIATION ARE DESIGN USED ON ALL PROJECTS. TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, .. _ ,LULU. . -_ _- I RF DATA INFORMATION AS INDICATED ON TWE DRAWINGS AND IN THE SPECIFICATION$ I EA SECTIONS WHERE ELECTRICAL WORK INTERFACES WITH OTHER TRADES. INSTALL EQUIPMENT GREEN GROUNDING CONDUC SIZED PER N.E.C. ?50.95 N ALL CONDUITS. DRAWN S nhu & Keyfauver Engineering, Inc. SHEETFT 2O 421 EAST HUNTINGTON DRIVE L GROUND WIRES ARE NOT SHOWN ON DRAWINGS. 5. ALL UNDERGROUND BONDING CONDUCTORS SNALL BE COPPER. MONROVIA, CALIFORNIA 91016 CHECKED 626-930-1383 Fax: 626-930-1385 DRAWINGN0. LJ Job No: 01056 ARCHITERRA JOB No. 0108-5 SHEET OF RobertReyes SIK Engineers, File: 01056_L20.dwg 12/Q7/2001 11:11:35 4. C• (TYPICAL) I I � ?; 2 ■ X/ Ric , INCOMING FEEDER FROM ,r, <r UTILITY COMPANY 148 � ' ELECTRICAL METER PANELBOARD 'A' ` ', , 0( PEDISTAL SEE 2 *. i" \ ✓ ( / d`.• \� REFERENCE NOTES: 24 CONDUIT SHALL BE ! SCHEDULE 40 PVC �j •,`` / RUN DIRECT BURIED UNDERGROUND 18' X. MINIMUM\\` \ A PATHUTAYS AND 24 MINIMUM Chi MIIM M LONG\ UNDER STREET TO TOP OF CONDUIT BELOW FINISH GRADE. 126 > 14t.{! 3 ,r f 1 Kai\ 147 � 1.. . 'N 86 136 SHEET KEY MAP \X.\ 181 x 137 ,� �1d\y �'I��\\` � ■ " • � � A y�,',✓ , � r t In M1 i III n, lu I108 ,� r I ■ 1■ / ■, nn 1■ TYPICAL POLE MOUNTED �� j` 'y- '' ■ * ,■ '" LIGHT FIXTURE, SEE rr / �•�,,. ..r �,� � � / � /jjj �` /-/ ♦ .r' , ' ■ ■ m I " r U m r u1 t\�\\\ `E,`•`i�, � `~� \ ,� rr -c.. ..Y > ■ n to,« u ._ -._ ' ■ 163j k'\� i ` aS,,..�,..' ., ., 1.i ``,. .,,� / j j� r r ` 'j 1 S ■ n r • ■ '- + ■ ■ ■ , ell PATWWAY 47 3t 0 s \ •.. v V :, . �� `..,..."..l'.��:�g..»h�� X10.-.><` �`�''"�.,�„ ._..._. ,N�j., '/•r`�\t M _ ,,\7tL ' \ _..'$d/ `�(J! =ems,: .,,,,.ra.. •1 -!t yam `'... C• tt „ 46 42 4 3 I _ �pFESS/ 109 S \� \1214 ✓ F` S 3 >f \ Vim. 1 162 r � F j jYOF cpo� fE I,3 f \ ! P i i ! / l I '• i 125 i. Ir �3 p Q DESCRIPTION OF REVISION DATE APPROVED 14 8 "N " G" --STREET CITY o f RANCHO CUCAMONGA PASE0 TRACT 15114 = � MATCHLINE Y LANDSCAPE IMPROVEMENTS ROCHESTER AVENUE SIO CHURCH STREET, t , '\�i � CHURCH STREET E/O MALAGA DRIVEF �� MALAGA DR. W 0 ROCHESTER AVENUE Underground Service Alert , i �. .' /� I (TYPICAL) �" PATHWAY LIGHTING PLAN d Call : TOLL FREE ,/ �� .Im APPROVED BY: DATE: 1-800 CITY ENGINEER RCE No. 24953 106 � DESIGN RECO RF tea_=o-rRlc."►` 422-4133 E &j< OONmULTIIVO TWO WORKING DAYS BEFORE YOU DIG DRAWN RR Sinho & rCeyfouver Engineering, Inc. SHEET L211 421 EAST HUNTINGTON DRIVE MONROVIA, CALIFORNIA 91016 CHECKED 626-930-1383 Fax: 626-930-1385 DRAWING , 0. _ SCALE: 1" 30'-0" LJ � �j L Job No: 01056 ARCHITERRA JOB No. 0108-5 SHEET OF str 9-0-%p•rs. File: 01056_L21 .dvg 12/07/2001 11:11:11 24 -CD 480 SPAULDING LIGHTING INC. CAMBRIDGE TYPE FIXTURE, VOW, WP5, EDGE OF WALKWAY CAT. 0 CEI FM- 6100 - III - 240 - CS CD)_ 0-1 WITH CAT, 506, 0'-0" HIGH POLE rl (4)314' DIA X 15' DEEP L 5 ED EMBEDDANCHOR BOLT h . T� r ON 0 181, MIN, FT-0'1 SIDEWALK j— ' 4" SQUARE x 10'-0" STEEL POLE 0 0 HAND HOLE WITH TAMPER GROUND LUGS rROOF 39 THICK CONC. PAD (4)A/4 DIA. X 15' DEEP BASE COVER FLUSH W1 WALKWAY EMBEDDED ANCHOR BOLT (3)a 3 TIES NEAR TOP POLE BASE OF CONC. FOUND. FRONT ELEVATION SIDE ELEVATION POLE AND BASE COVER DRYPACK 3 PROVIDE MINIMUM SLOPE I FT. SIDEWALK FOR WATER DRAINAGE AWAY FROM POLE DETAIL REFERENCE NOTES FINISH GRADE OI <1 3 CLEAR SECT ION STAINLESS STEEL METERED PANEL PEDESTAL ENCLOSURE, STRONGBOX FINISHED GRADE. \/% P14 MODEL 068-2465-240 AVAILABLE THROUGH V.I.T. PRODUCTS AT MIN. 0 3 TIES x 12" POLE (800) 129-1314 (OR EQUAL). CONDUIT AND WIRINGFROM LIGHTING CONTACTOR TO LIGHT FIXTURES AS REQUIRED AND INDICATED ON THE PLAN DRAWING. CZNDUIT As O METER SOCKET WITH TEST BLOCKS PROVIDED BY THE ELECTRICAL CONTRACTOR. TIME CLOCK AND CONTACTOR ENCLOSURE, SIZE AS REQUIRED. REQUIRED LOAD CENTER WITH MAIN C.B. PROVIDED BY THE ELECTRICAL CONTRACTOR. DETAIL REFERENCE NOTES T OI INCOMING LME CONDUIT AND WIRING. WITH SWEEP ELBOW. COORDINATE SIZE, ENCLOSURE MOUNTING PANEL. V-41 MIN. 4 0 5 VERTICAL REBAR EXACT DIMENSIONS OF CONCRETE PAD TO BE DETERMINED BY THE OWNER OR OWNERS REPRESENTATIVE. BURIAL DEPTH, DIRECTION AND LENGTH OF CCNDUIT STUB-OUT FROM ENCLOSURE 3/4'X 10'-0' LONG GROUND ROD WITH 08 Aur-2 TYPE TWLUN GROUNDING e I * EACH BASE QUADRANT WITH UTILITY CONSULTANT A SERVICE PROVIDER, CONDUCTOR BONDED TO LOAD CENTER. (3)0 3 TIES O FOR EXACT DIMENSIONS AND DETAILS OF POLE FOUNDATION, REFER TO STRUCTURAL ENGINEERS SHOP DRAWINGS. O POURED CONCRETE BASE, 6' MIN. THICKNESS, EXTEND TO 6' II WFAVY DUTY, WEATHER RESISTANT PHOTO ELECTRIC: CELL MOUNTED a s POLE BASE PER CALCULATIONS - BEYOND OUTSIDE DIMENSION OF ENCLOSURE WITH MIN 1/2% SLOPE TO ENCLOSURE WITH TAMPER RESISTANT FASTENERS. PREVIOUSLY APPROVED BY CITY. (�D PROVIDE 45 CHAMFER APPROX. I" X I". FOR DRAINAGE. CD loll# SCALE LIG�4TING POLE �10UNTING DETAIL SCALE I METERED PANEL PEDESTAL NONE 2 NONE N 120 VAC CIRCUIT A-5 1 DAY, 24 HOUR, ELECTRONIC PROGRAMMABLE TIME CLOCK, SPST WITH LITHIUM BATTERY BACK UP TC 4 CARRY OVER, CEG CERTIFIED, �OFESS/ PHOTOCELL 9 ' 3 VOLTAGE 120/240 1#, 3W PANEL "A" LOCATION METER PEDESTAL E 15 Ll. BUS AMPS 100 TOP FEED 0 SURFACE MTG. CR cclR\ POWER RELAY, $PDT, 00 VAC COIL, MAIN BREAKER 0 00 Ar-, 30 A.T. BOTTOM FEED 0 FLUSH MTG. 0 OF- cpL\F PC-I I TC-I LUGS ONLY Cl REMARKS RI TO LIGHTING LOADS (TYPd DESCRIPTION VOLT-AMPS C OUTLETS C BUS K C OUTLETS C VOLT-AMPS DESCRIPTION A 5 L L IRIM B T AB T E3 I L R I M L A ES 1 3 2 4 LIGHTING CIRCUIT PATHWAY LIGHTING 696 12 20A_ 1 2 20A IV 580 PATHWAY LIGHTING t J_ 2P 3 4 210 580 = t LIGHTING CONTROLS 200 5 . 6 SPAr_E SPACE EE 1 1 a , f— RI-I LATCH SUB TOTALS 1416 838 CONN. PANEL TOTAL 638 , 638 1 SUB TOTALS DESCRIPTION OF REVISION DATE APPROVED CONN. PHASE TOTAL. A —5 121(p VA, MAX. CONN. LINE CURRENT 14.3 Am" l (KVA) PANEL TOTAL 2.15 • L.C.L. (,25) 3.43 _KVA, BALANCED CURRENT_L4-_3_Amps, DESIGN LOAD KVA 10-2 UNLATCH CITY o i RANCHO CUCAM0NGA 1 —0 4 FROM PANEL 'A' TRACT 15174 - _ LANDSCAPE IMPROVEMENTS 7L*_wTmCONTACTOR, ROCHESTER AVENUE SIO CHRCH STREET, MECHANICALLY WELD CHURCH STREET E/O MALAGA DRIVE, REFERENCE NOTES: MALAGA DR. W/O ROCHESTER AVER POLES AS REQUIRED, Oi PHOTO CELL MOUNTED ON METERED PANEL PEDESTAL ENCLOSURE120 VAC COIL (TYP.) LIGHTING PANEL SCHEDULE, DIA GMMS & DETAILS AS REQUIRED. APPROVED BY: DATE:�//,;/� CITY ENGINEER RCE No. 24953 DESIGN RECO TC ttiL..tsOTRtOALy DRAWN7HEET Eo Sinho & Keyfauver Engineering, Inc. L22 421 EAST HUNTINGTON DRIVE SCALE SCALE MONROVIA, CALIFORNIA 91016 LIG�4TING CONTROL DIAGRAM 3 PANEL &C�4EDULE NONE 4 CHECKED Tj 1-1383 Fox: 626-930-1385 DRAWIAG NO. - L NONE Job No: 01056 ARCHITERRA JOB No. 0108-5 SHEET OF RobqrtWeyes SIK Engineers, Fite: 01056_122.dwg 12/07/2001 10:37:41 S c X01 _ \ LOT AREA PASEO TRAIL LOT AREA LOT AREA PASEO TRAIL LOT AREA V, VARIES .j Cu 14' 00 3 /W� 5��6 95, " 6' CLR. I -j UI I 00 ' k I °� c}- I 6" MIN. MEANDERING 6 CLR. VARIES 8' VARIES to 6.5' 0) X ARKWAY TRAIL PERIM. WALL N I N PERIM. WALL MEANDERING TRAIL LZ 92 466g A�\ 1 o 'q_ � PAD FA!� 3:1 MAX. � 6" MIN. 12" 2X MIN. I 12" ROCK AII 4 Fv �� oi4 - ,_ .d .• -. SLOPE 6" PAD 2X MIN 2X 3:1 MAX. M o•cx 8 p x p " 2 PAD 1 ► I (� In 2:1 c� 1 O 90. 93 , 2' 8 MAX. g' TYP 3:1 ('� :.. >f.• _j I oo RET. WALL b �,�/ !D In (� ., r g. 73 ] 0 0 �.3' 00 m �` Fs1Gg Ab 9 % 2.5' MAX. RET. �p G G r 5'MIN. ? 1 �`� 0 O o �o F _ MAX. SLOPE `T �O O �-- �� "� ki PAD ��`' Q 95 OC) \ 1 J o' CD 1 \ 3:1 MAX. SLOPE 5 MIN. `' `' ti`!' _ may- 69 VOL h S Oy0 ] 46• q6• �}� O� i� -1' _ mox. r �° 1�d 8Y 46.7 �G ro 4b�5 d'�. �G v O � �Tj I N �� 84' 9 SECTION "S" O F Z .0 46.7 / �.- ��' I coil 0.5X 6. O FG /O'��`G 1 '�s'�o �� .Q��cV SECTION D N.T.S. DK If It► z - - _ - 44201 4b•5 S 46�F dI I^ �`°• o R Q N.T.S• I ,yp _ _ �- - - 3;1mox� p - - - - 94. 02 J 113. 59 _J i g'ti' I 5�G 85. 00()7 V 3 _ �ys9 �Q 94, 96��. s, LOT AREA PASEO TRAIL (VARIES) LOT AREA I � CO to I CO c.�O ` � �• \d;O A J o•Z- �Ez j o --V-- 91% `� '1' I r Oy J O• '1F�3 .fl X6.0 \ O. t e6 ,G0 y�'S• OOs, krO' �` FG A 11 CO Q� G 4.� I �D k AA ON " 11 k'^� �, �V �� N I 6, 46 6" CLR. 6 CLR. ,y�V I 90y h M / 1 ON' vj LG N O 1 4' 8' VARIES I to (O �' v�' G ,� �' ] vT I j PERIM. WALL PERIM. WALL 100. 71 „ ^ �.� �� r o MIN. MEANDERING TRAIL 3' MIN. Z I y`ti 211 3' / J �,n� ,ri o , .r 1. �ryG 13' Ld O 13' '9 N c" M In MIN I 12" Z v��h h h V 89, 28 , w 3:1 MAX. 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(�' R �� 0 k/ A.r \ 8�•` _ 1� �� S� (,>�O• cs � 6 , Cu ]5. g �v' �,`" UD 7 OD 6S ^� o X00 I a o �v K o v _ - ^� g5• 6 s s �, �u / Imo' 3 j82 02 N - ��mox. o N O� s�, 1 cS / VL' ca.� 61 3TC- N ~ .� . of c6 �� 1 / � 3 ^i 3 TC 32.95 Q Q 0 3 O S 1 ,3' ?:1/77, Z 3 TC3 -9 o� 32.5a 7.4 33,9 0) aR v cn 59 .2•,�ICV ,y�• ��°��• o - 1 Q t� � /G �. o °• �F 32• .,6 i 94. 02 N 2 �C �. 3 .D M 2 v4 N ' `fli `'�• 1 � �ry � 1 �S . �'�? 285�G fG TC 20' a P �. �j vy �� ' �6 > >8`' 32.15 � / / p� 2 1.84 / 31.MR o d SA'' 1 "� +� ] / TC h° O� 1 G 04 1f) q� ,� 4V 1 ,yh' 33_8 / "� 1.81 k � O/��• ` O ,Q2, 0 �` ('� �r[� ��'Q� c► -F G FS 1.30 ,,�t 16 46 a _ q �R �\v gyp • ,��'7 -F5 / `_ o ` r 0 'Q`� i esp ,�. / 3 tC 3 Oo v 31.25 -341i \'� t 00 00 �A 3 P- 80 > 2' �v / 1.78 C o 1� �•�v T70 : Oy 1 OD 3 a ` CkI 0 �0• CONSTRUCTION NOTES: • ' O1 INSTALL BROOKS PRODUCTS CB-1212 CATCH BASIN • • ' ' ; WITH STEEL PARKWAY GRATE. 2O INSTALL 4" X 14" CAST IRON PIPE. • •' • • • DESCRIPTION OF REVISION DA"E APPROVED •.. • • 3 INSTALL 4" P.V.C. SCH. 40. '• . ' • ' • • O i . C ." TY o . RANCHO CUCAMONGA • • •' TRACT 15174 ••• •'• • - LANDSCAPE IMPROVEMENTS PASEO TRAIL PRECISE GRADING PLAN- Undergroud Service Alert AP?ROTED BY: DATE:4,, /�� V ti CITY ENGINE.JR RCE No. 24953 �` S s DESIGN MADDLE L ASSOCIATES, INC. � � REC N ED 11 TOLL FREE Ca 0 o �E R.M. CONSULTING ENGINEERS QINSUL NG CIVIL R No, 62183 70 AND LAND PLANNERS x Q N _ i' 1-800 z �] WN 0601 STREET, 8 1311 UITE 107 o Exp 9-30-05 Dl�YYlV S.C.JRANCHO CUCAM W3A, CA 91730 1�Lu1 QL-23 4•, 422 -4133CAALRCEC ECKED No DRAWING N0. U2 -I r-dL TWO WORKING DAYS BEFORE YOU DIG R.M. DATE (BO0 -L .�RCEir3R J03 No. S:iEET OF