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HomeMy WebLinkAbout1897-L DEVELOPER/OWNER L' AND. SCI APE ARCHITECTU.. TOR 'Brothers TRACTNO. 1 725 TOWN AND COILKMY ROAD %M 550 ORMM CA 92868 LANDSCAPE MAINTENANCE DISTRICT NO. 8 PA `74' 7-1318 FAX (714) 835-9685 CONTACT: NR ROB FRAKES HIGHLAND AVENUE w/o ETIWANDA AVENUE CARNESI DRIVE s/o I-MAND AVENUE MUELLER STREET No CARNESI DRIVE VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-1 TITLE FEET ,fit► SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SM MAINE 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY `'-2 CONSTRUCTION PLAN fl� DAMAGE INSURANCE AS REQUIRED BY LAW. L-3 CONSTRUCTION PLAN BANI'ON ST ioO T / BASIN DETAILS 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-4 CONSTRUCTION DETA N 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-5 IRRIGATION PLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL re RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS L-6 IRRIGATION PLAN HIGHLAND AVE 1 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-7 IRRIGATION DETALS HAVE BEEN APPROVED BY THE CITY ENGINEER. L-8 PLANTING PLAN 8 SLOPES IEXCESS WIDE FLAN AREA AT OF 5TOE VR TICAL FEE SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-9 PLANTING PLAN TORIA 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-10 PLANTING APD CONSTRUCTION DETALS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L-11 IRRIGATION SPECIFICATIONS CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE H OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-12 PLANTM SPECIFICATIONS GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER BASELINE 5 W RD COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. PRORCT000 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. SITE 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 15 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: ' BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6' DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PURL*CLPLANTMAINTAINED ACCORDANCE WITH BCITY STANDARD PLANS. FOLLOWING CRITERIA: CONSULTANTS s PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. Hal & �br�eman Inc• s PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.--— MUH1m CoU ff'r-M AREA —— _ =moor -- 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: F �\ - Civil Engineering • Planning • Surveying • Public Works Fr-F � �� A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. D. CUCAMONGA COUNTY WATER DISTRICT G. MARKS CABLEVISION 9130 Anaheim PI., Ste. 120•Rancho Cucamonga, CA 91730.909-484-9090 �. I I JAMES FREI 9641 SAN BERNARDINO ROAD FOOTHILL BLVD. X120 W L-31 LA L-9 RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA. 91730 B. GENERAL TELEPHONE (800) 427-2200 (800) 566-2757 (800) 483-3000 (800) 655-4555 H. SOUTHERN CALIFORNIA EDISON COMPANY T I C. SOUTHERN CALIFORNIA GAS COMPANY E. METROPOLITAN WATER DISTRICT 7951 REDWOOD AVE. 216 N. EUCLID AVENUE 700 N. MORENO AVENUE FONTANA, CA 92336 I �- — l�T L- L- L-$ --1 i � - LJ I ONTARIO, CA 91762 LA VERNE CA 91750 (800) 427-2200 RES. (909) 593-7474 I L — I (800 427-2000 COMM. I I �ou_i�r �---I I I I F. COMCAST DUPONT ST. _________ __ _ I -1 LTALPAk —I--� I I II (PORTION OF RED HILL) (909) 593-7474 1 I JI ) I �_jI I ONTARIO, CA 91762 (909) 983-9895 � I 1 7_FTT_T-T-I—I I I LANDSCAPE QUANTITIES AREA CtJCA I I \ III _ � �� ` _ , --� I HIGHLAND AVENUE QTY. SIZE CARNESI DRIVE QTY. SIZE O Oj� , SiTL L_g _ �/ LADERSTROEM INDICA 91 24" BOX LAGERSTROEAAA INDICA 15 24' BOX 'MUSKOGEE' - CRAPE MYRTLE •MUWOGEE" - CRAPE MYRTLE -CA,R!'USI Dom- PTTTOSPORUM 22 15 GAL pRTOSpORI)M 10 15 GAL JPWLYWOM PITTOSP- �YW0� �/ CITYAREA I WILLOW PITTOSPORUM r•-y , DESCRIPTION OF REVISION DATE �fw ��T�► �T III APPROVED: 1 > F F F_F_F_n (— I ( SIDEWALK AREA 6,132 S.F. o ` CD < CD TA" !!! ! !1 I o I I COBBLESTONE AREA/ 8.313 S.F. EUCALYPTUS"' � 5 �L � — r CITY O F RANCHO C U CA M O N GA I I 6244 1 1 1 1 1 01 I I CONCRETE HEADER P" I �` u I ' 1COMMM PLANTING AREA 12,471 S.F. W5� O ) TRACT 16279 C> F F F F F) COBBLE Jk "MW AREAS 20,754 S.F. PLANTIrG AREA 8,919 S.F. IMPROVEMENTS LANDSCAPE IMPR c o S COBBLE � PLANTING AREAS 15,122 S.F. F�IJIND AVEIrt� w/o ETIWAPDA AVER ---------+ — — ----------� I L� ►� CARNES DRIVE Aldo HOIiAI D AVEN E T-��- -1-T-� I Y SOS CEDR03 3T 11 I I MUELLER COURT QTY. SIZE Ii1 1 M STT�T No CARR-91 DRIVE a OVERALL TOTALS QTY. 1 r T T ' r--1 11 1 I TITLE SHEET o _7`� I 1 EUCALYt''RJS SIDQtOXYLON 9 5 GAL �� ��� �� 6,132 S.F. i�, �1 ASHMGTONVA�FUFERA -- to t5' TRLMK HEIGHT �'L � FE� 3,200 LF. APPROVED BY: p DATE: �3 IRONBAW � E CALIFORNIA FAN PALM D CITY ENGIN EE (/� RCE: 249 3 i I L -1 L I I TOTAL TRAIL AREA 44,750 S.F. AN SC Ip 1 T ��I 11 i iN awt.mo E AREA 742 S.F. TOTAL E � 15,258 S.F. �����0►E�T N�7�may/ DESIGN PIAN PREP ED r, RECOMME DED �o �1 11 I CONCRETE HEADER No. 3848 io 11 III eMW� JW _ CN JH TOTAL PLANTING AREAS 23,235 S.F. C> N PLANTING AREA 1,845 S.F. o I I I— 11 Exp. 11/30 04 DRAWN Civil Erre" • PlamN • Surveying • Put4c Wofb SHEET o - ————————--jL—————————- COBBLE & PLM(TING AREAS 2,587 S.F. TOTAL S.F. OF ALL AREAS 89,375 S.F. *, r 9130 Moheim PI., Ste. 120•Rancho Cucamonga, CA 917M L_ 1 12 a' - - - - - - - - - - - TOTAL ACRES 2.05 ACRES �'�f� Phone 909-484-9090 Fox 909-484-9084 CAA CHECKED ------------------------- SCALE: 1 =300 �] " � MICHAEL T. HARADA R L�A. NO 3848 DRAWING N0. z `u MHQL DATE FILE NO / - /3 03 o vi o � J SHEET .3q OF ____ � V ' ' 72 NORC DR 59 , '••� 58 - - - — 2V-0' TYP. - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - �0 _ 1_1• ao ao n ■ Q 1 17 1 IL 11L (0 �_ • \ LU- 0 C B -4 -10 10-9 10-5 0-5 p "-3-.10'-1' 3'-11' - 8'-B' 1'-4' 5-10• 4'-0' 2'-O' 3'-4' 2'-8' 3'-4' s-7' 6'-6' S'-4' D3'-5' B'-2' OTYP. 2'-4' 9'-10' 1'-a' S'-2'2'-5' R62'-5 3r 12'-8 '- ' S ' ' 3'-7' S'-2' � rzslC z m uj 7 �� 20+00 z1+o0 22+0o TYP. 23+00 z4+00 5-3' • 19+00 -� - - - -T- - - - F - - - -+ - - - -----4-- - - -�- - - - -1 - - - -T- - - --+- - - - -�- - - --- - - ---}- i 12-1• 4'-1 �-+-- - - ---�- - - - - 8 W / I , i 10 —-�__ 4.-7' 1•-0' N 4'-7' i AA /-D I ri I D N — — 11'-7' 2'-7' 5'-6' 6'-6' 1 10' 3'-4' 2'-3' �1'-2' _ . 9�• i • 5'-2' 4'-3' 7 7'-8' 4'-2' 9• 7'-11' 7-6' 4'-7' r-1' 3'-9' 12'-1' 1'-6' S'-Y �4! 4 i — 4._2 6'-10' Ste• 1 4 11'-10' 2'-6' 3'-0' \ 6'_r 15 1 6 10'-5 PROJECT CONSTRUCTION NOTES CONSTRUCTION LEGEND BOUNDARY 1. CONTRACTOR SHALL NOT WLLFIRIY POC® WITH CONSTRUCTION AS DESI M WHEN IT OBVIOUS THAT UNIW N 08STRUCMNS AtD/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN OURMG DESIGN. SUCH CONDITIONS SWILL BE IMMEDIATELY BROUGHT TO THE 1Q SIDEIIALK PER CML ENGINEER'S STREET IMPROVEMENT PLANS. ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY SEE CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL DCOBBLEETAII C, SHEET L-4 FOR SIZES 2. DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2O HANDICAP ACCESS RAMP PER CML DNGINEER'S STREET IMPROVEr1ENT PLANS. 14 REFER TO BOULDERSIZING NOTE: 2 FOR SITE mm SEE CML ms's mADw PLAN 3O STREET LIGHT PER CIVIL DONEERS STREET IMPRIM30IT P1,44S. N AND PLACEMENT OF BOULDER WITHIN COBBLES. 3. CONTRACTOR SHALL BE RESPONSIBE.E FOR MAKING HIMSELF FAMILIAR WITH ALL UNNDERGRDUHD UIIJTIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TNT SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 4Q DRAINAGE CATCH BASH PER CML ENGINEER'S STREET YPRDVEINEM PLANS 30 O 30 60 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO CML ENGINEER PLANS. Q CURB AM MMM PER CIVIL DPNEEIM STREET IMPROVEMENT PLANS. scale 1 30' feet CONTR. WAY ALSO REFER TO IRRKrATION PLANS FOR ADDITIONAL SLEEVE LOCATION INFORMATION. © IANDS('4PE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CRY, PER CITY STANDAW DETAIL NO. 542, DETAIL A & C. SHEET L-4, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION BOULDER DIAMETER SIZES: A=36' 8=30• C=24' D=18' OPERATIONS AS SHOWN. 0 COBBLE PAVING PER CITY STANr)ARD DETAIL No. 542, DETAIL A. SHEET L-4. 6. CONCRETE SURFACES SWILL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSfT10NS. 7. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE ALL FORMS ( Er CONCRETE HFaoE>z PER CITY STANDARD DETAIL NO. 534, 542 & 1008 DETAILS A ! ET, SHEET L-4. MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. (D EXISTING UTILITIES TO REMAIN UNLESS OTHERWISE NOTED PER CIVIL DNGINEER'S STREET IMPROVEMENT PLANS. 6. I: N THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES MID/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 4' DEOOMPOSED WMTE TNaAIL WITH STASILM. 9. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICGITNONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: 2000 EDITION PER Q TRAIL ENTRY TYP. THE CITY OF RANCHO CUGAMONGA). REFER TO SECTIONS 4, 201. 303 AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR AND CLEAN-UP. ® Wmw TYP. •' i Q i Q `0•�' PROJECT BOUNDARY ID to to ® 1 s Q ' ?010' `\�\ 1 / �,>o' � 6 ?,B• _ 74 -'7� 3;r — 77 • s — — g• D y TYP. D ;; - - _ - - - - 1' , • az 4'-6 8 2,-i' 2 A I '1 - TYP. 15'-6' - — 15'- TYP. 1 �39� - A ,4 11"5 9, TYP. • 1'-0' TYP. ,g 5'-r B 11'-5' 4 �aoo - _ 29+00 1_3. 1' 6�_4• 9' S'-5' D C -0' 4'-5' 10'-2' 3•-6' - -—-—-+—- `p,"0' �p 6 0• BOULDER/COBBLE SIZING NOTE: \ ,\ 2'�• ' ' g REFER TO DETAIL C, SHEET L-4 FOR SIZES Np_ AND PLACEMENT OF BOULDER WITHIN COBBLES. \ \ 3'-6' 8-4' to 1' -11� .,2• 41- ? — ryp --- - 1 r 1 22 4'-6' j` — C ® B 4'-4' 1'-8' 3'-11' 2'-8' 23 24 5'_r 25 1 1 SR 210 FREEWAY MUELLER i - 30 0 30 60 - _- — IGHLAND AVENUE - L- scale � n= 30' feet DESCRIPTION OF REVISION DAIS APPROIM0. CITY OF RANCHO CU CAM ON GA mu wo0 L-2 CATALYST TRACT 16279 LANDSCAPE IMPROVEMENTS L H(IH" AVE STA. 17+50 TO 94+50* N o VISTA ST CONSTRUCTION PLAN T 4 4a p O o` y APPROVED BY: - DATE: � n ST_ W CITY ENGINEERLidaRCE: 24953 W 0� �'y°F� pEgGN PLAN PREPARED 191: }gym o, E. M N LOS CEDROS ST �M,, — �`N , — JH A�1 & illi;• i CM Enpbieertq• Plrrtg •sureytlp• Pible WoAo DIAL TWO WORKING PLAN CROSS REFERENCES d DRAWN 9130 Ate„PL, SRL 120-Patel SHEET BEFORE DAYS BEFORE NTs Exp. tt/30/04 FOR NOTES ANO LEGENDS, SEE THIS SHEET �� �- �� YOU DIG YOU DIG FOR DETAILS, SEE SHEET L-4 *� `1 / r LA FARM 1NDR 1W SUPERVISION OF: 1�0F � SHEET KEY MAP FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 , /L a �� E Iwo TOLL FREE M. 1-800-227-2600 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 lFOF CA`1F� CHECKED IWQNAEl T. WIRADA RIA Ip _ DItAWNfi N0. z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MHDATEmE mo 'B 9 7� L o o � � a of H&F JOB No 01197 SHEET3--, OF L�.! r _ � O I _ W 1 - 11+00 12440 134HO ' ` 14+00 15+00 - __.16+4DD - -. _ 1744M 16+00 , 1 , J 4- i 3'->r �, r 5-4 8'-e' 4'-6' QPRO ECT i c. b >7 n r-0' t� �` "`' 1'-0' i i i i b i i i i ` ' r.0• t i 1 j 5.�. n b '� b 4-10' ,>" 1 , '� i , O BOLI DARY p NJDA n m >b D m n '° w w Z m - D — C - Lai C A 7 - ® p - -, ----a = W C �B D 8 I B C D C D B A D D A - D DJ A UN 1 C TYP. C 8 B %10 D ' Q CARNESI DRIVE BOULDER/COBBLE SIZING NOTE: REFER TO DETAILS C, SHEET L-4 FOR SIZES AND PLACEMENT OF BOULDER WITHIN COBBLES. > > r@ e TYP. TYP. TYP. 1YP. M _---- 7-or 21-3 S'-5' =o�' 30'- O i Q c i i 1 1 i :. TT� N N N N N N V' ♦ , 3 -- 0o zo+oo n+ao n+4o z3+4o W b 9 s' 3'-r 6'_r r-5' • Z m � 1 A 1; 1 � -11' 0'-5' � �' � b �, 'i io ., i . 1 � °' 7 h .° n D to m i� h m .n 'O D ir1 m 710 ;� ?• i _ t _ PROJECT U - - - - - _ — - - - — / _ �o �- Q C p p A A C A D _ BOUNDARY A 8 1 COURT MUELLER 1 ► - f"TYR DICAR PL CARNESI DRIVE CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT OBVIOUS THAT j UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. 1 SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. CONSTRUCTION LEGEND 2. FOR SITE GRADING, SEE CML ENGINEER'S GRADING PLAN. O SIDEWALK PER CML ENGINEER'S STREET IMPROVEMENT PLANS. 3O O 3O 60 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES SEE CONSTRUCTION PLAN FOR REFERENCES TO HORIZONTAL CONTROL AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE To DAMAGE AND REPLACEMENT OF SAID UTILITIES. © HANDICAP ACCESS RAMP PER CML ENGINEER'S STREET IMPROVEMENT PLANS. scale 1 "= 30' feet 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO © STREET LIGHT PER CML ENGINEER'S STREET IMPROVEMENT PLANS. CML ENGINEER PLANS. CONTR. MAY ALSO REFER TO IRRIGATION PLANS FOR ADDITIONAL SLEEVE LOCATION INFORMATION. 4Q DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO 5Q CURB AND GUTTER PER CML ENGINEER'S STREET IMPROVEMENT PLANS. ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. © LANDSCAPE BOULDER AVAILABLE FROM LOCAL ROCK QUARRY APPROVED BY THE CITY, 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES PER CITY STANDARD DETAIL NO. 542, DETAIL A k C. SHEET L-4, AND SHARP TRANSITIONS. BOULDER DIAMETER SIZES: A=36' 8=30' C=24' D=18' 7 7. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE COBBLE PAVING PER CITY STANDARD DETAIL NO. 542, DETAIL A. SHEET L-4. SR 210 FREEWAYO WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. ® �1ER 6" CONCRETE HEADER PER CITY STANDARD DETAIL N0. 534 & 542, DETAILS A do B, SHEET L-4. CT 8. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN Niorn�N ELEVATION SHALL TAKE PRECEDENCE. 0 FIRE HYDRANT PER CML ENGINEER'S STREET IMPROVEMENT PLANS. �IACITYv - DESCRIPTION OF REVISION DATE APPROVED PERETER PER CENGINEER'S STREET IMPROVEMENT PLANS. - IMWALL ML OV 9. ALL DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. ® - 10. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION L_2 CITY OF RANCHO CUCAM( NGA (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, 201, 303 AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR AND CLEW-UP. SKT L-2 _ ST TRACT 16279 C)c_ATALP - _- LANDSCAPE IMPROVEMENTS 9R L-3 Sla l-3i CARPER DFL STA 000 TO 9400 ■Id 11LE16i CIT. _o a TSTA 51 CONSTRUCTION PLAN ,. s ., < APPROVED BY: > DATE: E — - CITY ENGINEER i�/11 ,�i�GGt����� RCE: 24953 D .vA _ P" ST __ c,} I Pi w EO� SH�PF p PLAN PREPARED BY: RE >m w o o R7 C' N LOS CEDROS ST No. 3848 �--A JHirw� Fall im. v DIAL PLAN CROSS REFERENCES - F-7 0M ''o' ""*p - o- Pi k Vkft o N TWO WORKING DRA1W1 9130 Anaheim PL,Ste. 120•Rwho Cuca»ongo, CA 91730.90-184-gM SHEET rn FOR NOTES AND LEGENDS, SEE THIS SHEET Exp. 1 /30/04 Q BEFORE DAYS BEFORE * * PREPARED UNDER THE SUPERV1SM OF: z YOU DIG YOU DIG FOR DETAILS, SEE SHEET L-4 NTS s� �/3 D3 �r LA I_—3_ �_ ; FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SHEET KEY MAP qlF / cid`' E TOLL FREE 1-800-227-2600 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 OF DAL\F R,L& Np _ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH g N3 No ���7. L" Z o DAIIE -ME O N � O � J H&F JOB No 01197 SHEET_.,�OF 1 COBBLESTONE 21ve MI R.0 W. FLAT SIDE UP 6'PCC MOW CURS CASE I PER CITY STD. 534 MORTAR TOOL MORTAR JOWTS SIDEWALK TO ACCENT COBBLE On CONCRETE MORTAR BETWEEN 1/2' t• COBBLESTONE HEADER COBBLES �� — - ( �� r- � �-_ COBBLES (TYP.) . HAT2USCAPE FlNISHED MORTAR EVEN/ GRADE � 1/2 RAD 1 ) • " WICURB . 5'MINc.1 CURB AND WALK ' CV 3' MINIMUM CONCRETE BED UNDERNEATH COBBLFSTONE CONCRETE HEADER 1/P"RADNS �+ 0 EXPOSED EDGES&FINISH PER PLAN .� f IN LAWN CROSSINNAT GRADE LEVEL AT SWALE 24' �E2 CA BOULDER 7 IN PER PLAM 3'MIN SOIL DEPTH AT Q` OR E' FINISH (TRADE MORTAR BASE--/ EDGE OF COBBLE EE NOTE SIDEWALK OR CURB COBBLESTONE \ \����/ 1 V iv&V ENO CONDITION T11 2 LEGEND 4 3-1/2'MINIMUM +� RE-BAR CONTINUOUS 1. BOULDER PER CONSTRUCTION PLAN. RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS SHOWN. CONCRETE BED (UNLESS OTHERWISE INSTRUCTED) PLACE BEFORE FORMING CONCRETE PAVING. CITY INSPECTOR TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. CONTACT CITY AND LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE. 6' 24' 6' 2. 1/2* POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. CASE 3 2'MAX MORTARED STONE SWALE 3. ADJACENT WIRDSCAPE. SEE CONSTRUCTION PLµ. DEPTH 4. 90% COMPACTED SUB-GRADE. 5. BOULDER SIZES ARE AS FOLLOWS: A = 36" DIA. COBBLESTONE COIE CURB B = 30" DIA. C = 24 4'CONCRETE BED Wl 03 BAR DIA. BENEATH COBBLE D = 18" DIA. 7 7p g SEF ABOVE DETAIL 1. PROVIDE SCORE JOINTS AT 10-0'O.C.AND 3rd'EXPANS!O!V BOULDERS ' CURB GUTTER FOR END CONDITION JOINTS AT 20 0"O.C. a 7 MIN 14'MAX RAD . - - - - . 2 6'WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND aCALE I�LTJL GROUND COVER AREAS AND BETWEEN CITY-MAINTAINEO TURF AND • PRIVATELY MAINTAINED AREAS J.�. �. �. 3. CONCRETE TO BE 520-C-2-W MIN. • 6'PCC MOW CURB PER PA QljY OF BANQdQ CUCAMONGA. I CITY STD 534 • • • - . APPROVED SY: STANDARD PLAN ' CONCRETE HEADER 3•MIN./4'MAX.RAD. � d ' � � CITY ENOINENST ER DATE Of WITH STANDARD SPE CIFICAT10"FOR PU{LIC WORKS CONSTRUCTION 534 R.C.E. 24953 rSNFET I OF I NOTES- SIDEWALK WDSCAPE 1. CONCRETE CLASS 5200.2500. JOIN AT RK'�HT ANGLES(TYP 2 ) 6" CONCRETE HEADER 2 ROCK SIZES.UNLESS OTHERWISE SPECIFlED.SHALL BE' BOULDERS MAX.3'-0' - MIN.7-0' COBBLESTONE SIZES SCHEDULE COBBI FSTONES MAX. 12' - MIN.6'WITH ONE FLAT SIDE 9CALJ= ILT.$ HAND PLACE COBBLES IN CONCRETE SETTING BED WITH 3. BOULDERS SHALL HAVE 13 EMBEDMENT,COBBLES SHALL HAVE?/3 EMBEDMENT. SIZE PERCENTAGE FLATTER SIDES UP TO FORM A UNIFORM SURFACE. 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH GLASS IY MORTAR. I PART CEMENT (0) - 6" - 12" DIA. 100X COBBLES DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN T02-1?PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO'DRY-PACK'IS ALLOWEL>) TWO-THIRDS THE DIAMETER OF THE STONE FOR SIZES 5. A SAMPLE AREA. MIN 40 SO FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO G. PROCEFDING WITH RETAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. 6" — 12" 7. ROCKS SHALL BE SMOOTH.ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS A EXCESSIVE IRON CONTENT S. ALL COBBLESTONE AREAS SHALL HAVE 6'x 6'CONCRETE HEADER AS AN EDGE AT PLANTING BOULDER SIZES SCHEDULE COMPACT SUBGRADE TO A HARD, LINE AND GRADE; 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN AT ALL TIMES WITHIN THE R O W SURFACE, SMOOTH AND TRUE TO LINE AND GRADE; TEST A = 36" DIA. FOR REQUIRED COMPACTION PRIOR TO PLACING MORTAR B = 30" DIA. BASE FOR ROCKWORK. ul) CITY OF RANCHO CUCAMONGA CALIFORNIA o = 1824"" DIA. CONTRACTOR IS TO PROVIDE A SAMPLE ROCK AREA SET UP PRIOR TO CONSTRUCTION OF COBBLESTONE INLAY. API'fiUVEOE3Y RIVER WASHED GRANITE I A"!)Afff)VI AN CITY INSPECTOR HAS FINAL APPROVAL OF ROCKWORK. COBBLESTONES542 (TYPLICST PLANTER AL) OWARDSRC GRADES TO FLOW 02% MINIMUM cl)W CI TY ENGINE 1 R DATI USf WITH STANDARD Sf'tCII ICA IK)NS 1 OOH PL*i(IC W01WS CUN",IRUC TICNI IF CONTRACTOR AND/OR CONCRETE PRODUCER HAVE NO SHFf T t OF t Cr ra.c.F 24PRIOR EXPERIENCE WITH PORTLAND CEMENT CONCRETE .9.5.3 PAVEMENT, CONTRACTOR SHALL RETAIN AN EXPERIENCED CONSULTANT TO MONITOR PRODUCTION, HANDLING, AND (: COBBLEPAVING PLACEMENT OPERATIONS AT CONTRACTOR'S EXPENSE. A aGALJ= KT.B, COBBLESTONE / BOULDER NOTES — D acAL>E IiT.B. DESCRIPTION OF REVISION DATE A�°TM src> E; Cla CITY OF RANCHO CUCAMONGA CDI TRACT 16279 C> Jv LANDSCAPE IMPROVEMENTSCL FKLAD AVBU W/o ETIWAADA AVENLE CARNIESI DRTFVE do H(WL.AND AVER E N o II ELLE?! STFFFT No CART" DRIVE a a CONSTRUCTION DETAILS APPROVED 8Y: DATE: i 1l/�,�, .1��.�,� � qTY ENGINEER 24953 Dh y �'Q•1�C'� IIA'' T�� 0 0 ��Q��rE� T.H £ DESIGN / PLAN PREPARED BAY:', e c M W No. 3648 JH HO � I W. �oN DIAL TWO WORKING ` �W+ 1ILL , OM III • mu irq •s�• Rdbk worlea - BEFORE �J DAYS BEFORE Exp. 1),/350/04 * LA ��O UNDM T"E "SON OF: — �3o , ,RI„ sE�. t2o•R�a,o awamonga CA�7�•9os-+e�soso SHEET ' % YOU DIG YOU DIG � d (, �� �GF12_ E F OF C \_ CHECKED 1/CHAEL TNARADA _TOLL FREE 800-227-2600 RLR p0 MIel Q A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH DATE � 27 co No / �- L o c, a � J H&F JOB No 01197 SHEET.3ZOF At-17 ( 814 S.F. 1 ' 691 S.F. Ae-18 940 S.F. ` A<-16 5575.F. 22 1-111 '••� NOR A DR 4 2 11-„ AUTOMATIC GONTRO R "A" - a 166 14" / C 4 24-STA. CAL5EN5E C.ONTRO N \/R ENCLOSURE. I - - CONNECT 120\/ POWER FROM .URGENT PULLBOX LOCATION. OWNER TO N5T WlRE5/60NDUIT - ; \] ' ` - •- EDI50N TO N5TALL METER. C) D . ♦ D ♦Y rp D D♦ LA_ _J I m Z POINT OF C.ONNELT - - LLJ -4 Z2,. _ AT_NFA afi7"1W7fR METER. LAJ 1 ' - - -- ," _ - - � - - - - - - - - - - - - - - - A - - - - - - - - - - - - _ _ - I- - - - - - - - - - - - - - -{� - - - - - - � - - - -- - - - = W 1 I 1 7. 1„ 1„ 1„ N f-t - - - - - _- -- \ �-11 A�-15 A-14 637 S.F. A<-13 �-12 762 S.F A-10 642 S.F 622 S.F. 626 S.F. 750 S.F. > 21(5 14" 13G 1" HI D AVENU 17G 1 11 15G1-122 14" 13G 1" • 4 �♦ IRRIGATION NOTES: \\\\ 1. NEVI WATER METER (SITE PER PLAN),AS PROVIDED BY CCWD 5 R OVOWED AT ALL PONT5 OF CONNECTION. THE CONTRACTOR SHALL 9. NSTALL ONE(1)SPARE ORANGE YWRE ALONG THE ENTIRE LENGTH OF THE MAINLNE TO THE FARTNITST REMOTE CONTROL VALVE(RCV) \ MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW YWATER METER. CONTACT THE CUCAMONGA COUNTY ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS N ENCLOSURE FOR IRRIGATION WIRNG. MNATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 10. IRRIGATION 5YSTEM S BA5EV UPON A MAXIMUM OF 3 INC.HE5 OF WATER PER MEEK(TURF)AND 2 NCHE5 OF WATER PER MEEK(GROUND 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NE"WATER METER,FOLLOV M7 BY A PRESSURE REGULATOR(IF REQUIRED), FOLLONED )APPLIED FOR 5 HOURS A NIGHT/5 DAYS A MEEK BETYCEM THE HOURS OF 4:00 P.M.TO 5:00 A.M. ONLY ONE VALVE BY BACKFLAYN PREVENTION DEVICE, FOL-LOVED BY A FLOW METER, FOLLOY�D BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. PER CONTROLLER SHALL OPERATE AT A TIME. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 5PEGIFICATION5, MANUFACTURERS'RECOMMENDATION5 AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 11. THE SYSTEM IS DESIGNED FOR THE MNtMUM OPERATING PRESSURE AS SHOWN AT EACH PONT OF CONNECTION. THE MAXIMUM DEMAND OF GALLON5 PER MINUTE 5 AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAJLABLE WATER PRESSURE AT THE SITE 3O O 3O 6O 3, BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHN A 5TRONG BOX(SB)5666-45 AL ALUMINUM ENCLOSURE,AND SHALL BE PRIOR TO THE START OF INSTALLATION. ANY CHANGE5 SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. AVT R ANTENNA ED 4. THIS DESIGN 5 DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN 1wTHN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND 12. WITHrNA STRONG)02456BE/120 OOLLT CONTROLL�/ELEGTRIGALL ENGLOSURE. MOUNT LTHEANTEENRNA PORT ON TOP TOF THE SCO�e 1 ..= 301 feet SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS, ENCLO5VRE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY ` STREET LIGHTS, 51DEWALK,UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE A5 DIRECTED BY A REPRESENTATIVE OF THE CITY. ` 5. CONTRACTOR SHALL VERIFY ALL C.ONCMON5 AND DIMENSIONS 5HOMN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POYER HOOKHIP WORK. ALL V6CREPANCIE5 SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY 5CE,COORDINATED AND PAID FOR BY A<-4 558 S.F. THE DEVELOPER. �. b. THE CONTRACTOR SHALL FAMILIARIZE HUMSELF/MERSELF WITH ALL UNDERGROUND UTILE,PIPE'S AND STRUCTURES, AND SHALL TAKE i SOLE RESPONSIBILITY FOR THE REPAIR-REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FAULITIES. 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERrfSE 1 11 O L DESIGNATED ON THE PLAN5. 2 1 / / 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL 5PRNKLER HEADS AND VALVE5 FOR OPTIMUM GOVERP.GE WITH MINIMAL OVER5PRAY CoONTO WALKCS,STREETS, WALLS. ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRE55VRE COMPEN5ATING NOZZLE 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEAD S 1/4"ABOVE FINISHED GRADE. Co /�/ \ \ \ 625 S.F. A<-2 5CREEN (PC5)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. \ MF4EN VERITICAL OBSTRUCTIONS IRE H NTS 5 IGHTS C. YVITH THE SPRAY PATTERN OF THE SPRINKLER 8. (F YDRA STREET L .TRESS,ETC.) E ITER E KL19t / \ \ 196 1411 M5EAAL IN �QTUUARRTTER�GTIRCLE OR HALF C4 AGE,SPPRINKKLEERAHEAD ON EACHCONTRACTOR DE SHALL E 00 TTRRUUCCTION 50 AS TOPPROVIDE SYSTEM / E. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE GfTY. / I \ JO •- A�-3 �1 491 S.F. V 1 - - l -ft4 __- d -� �-� 1 d� �u / \ �- 2„ ---- �� ---- / A-5 495 S.F. r. n _ - - d d - q _ » „ •; , '• 384 S.F. A�-6 - ---------- \ 1411 A_�1 -- - - - l� LI 689 5.F. 1 30 0 30 60 :2261411 -8 1147 S.F. -� -_- scale 1 "= 30' feet 22 14" 18G 1411 SHRUB SPRINKLER HEAD LEGEND GENERAL IRRIGATION LEGEND HIGHLAND AVENUE SYMBOL DESCRIPTION MFR. MODEL NOZZLE RADIUS ARC P.S.I. G.P.M. M❑ NEW WATER METER BY C.C.W.D. - SIZES AS NOTED ON PLAN. • 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 3 FT. 90 0 20 .05 w GATE VALVE; NIBCO T-585-70-66 SERIES; UNE SIZED. • 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 3 FT. 180 H 20 .10 0 REDUCED PRESSURE BACKFLOW PREVENTER; FEBCO 825YA 1-1/2" OR 1-1/4' AS SHOWN. ® INSTALL WITH WILKENS SERIES 500 PRESSURE REGULATOR - 1-1/2". SR 210 FREEWAY v 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 5 FT. 90 0 30 .10 INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE. v 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 5 FT. 180 H 30 ,20 INSTALL WITH VANDAL-RESISTANT STEEL ENCLOSURE BY COAST GUARDSHACK MODEL NO. GS-1. MUELLER CT 0 12' POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 90 0 30 .26 - MASTER VALVE; SUPERIOR 3100 N/0 1-1/2' NORMALLY OPEN 1 POP-UP RUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 180 H 30 .52 2 PO U SHRUB NORG1l1�It J SHT L I�.AN ® FLOW METER; CAISENSE FM1.25B 1-1/2' BRASS FLOW METER. _ CITi( 3 8 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 360 F 30 1.05 DESCRIPTION OF REVISION DAIS APPROVED. REMOTE CONTROL VALVE; RAINBIRD EFB-CP-PRS D SERIES; SIZES AS NOTED ON PLAN. 0 12' POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 10 SERIES MPR 10 FT. 90 0 30 .39 QUICK-COUPLING VALVE; RAINBIRD 33-DNP WITH 33DK. LOCATE EVERY 150 FT. O.C. T L- o 12' POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 10 SERIES MPR 10 FT. 180 H 30 ,7g 2' r U �� O� OF RANCHO CUCAI�ONGA ---i-- MAINLINE PIPE; SCHEDULE 40 PVC (1-1/2' & SMALLER) PIPE; SIZES AS NOTED ON PLAN. T 1812-SAM-PRS 1 RIES MPR 360 F 30 - 0 12' POP-UP SHRUB SPRAY RAINBIRD 0 SE 10 FT. 1.58 - " MAINLINE PIPE; CLASS 315 PVC (2" do LARGER) PIPE; SIZES AS NOTED ON PLAN. L_ TRACT 16279 u' LATERAL PIPE; SCHEDULE 40 PVC LATERAL UNE. BURY MINIMUM 12' BELOW FINISH GRADE. CATALP o 12' POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 12 SERIES MPR 12 FT. 90 0 30 .65 +,ST \/ 12' POP-UP SHRUB SPRAY RAINSIRD 1812-SAM-PRS 12 SERIES MPR 12 F(. 180 H 30 1.30 = _= SINGLE SCHEDULE OF PAVING G UNLELEEVING (2X SIZE PIPE INSIDE). EXTEND 12' BEYOND -- o ® 12' POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 12 SERIES MPR 12 FT. 360 F 30 2.60 `- LANDSCAPE IMPROVEMENTS MULTIPLE SCHEDULE 40 PVC SLEEVING (2X SIZE OF PIPE INSIDE). EXTEND 12" BEYOND L0 CD i 4' 2" EDGE OF PAVING UNLESS OTHERWISE NOTED. �{A� AVE STA TfNaQ TO $I�N� 1�o o a♦ 24-STATION AUTOMATIC CONTROLLER; CAI-SENSE 24 STATIONS: MODEL NO. ET-2000 � � - VISTA ST \�, - IRRIGATION PLAN �a 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME ANTNSTALL IN V.I.T. STRONGBOX STAINLESS v STEEL METER ENCLOSURE, MODEL N0. SB-24-SS-120/VOLT. i _ ai APPROVED BY: DAME' 1 o n 0 O ® 12-STATION AUTOMATIC CONTROLLER; CALSENSE 12 STATIONS; MODEL NO. ET-2000 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME ANIINSTALL IN V.I.T. STRONGBOX STAINLESS 3 -- P" ST CITY ENGINEER RCE: 24953 STEEL METER ENCLOSURE, MODEL NO. SB-24-SS-120/VOLT. W M o`" © 8-STATION AUTOMATIC CONTROLLER; CALSENSE 8 STATIONS; MODEL NO. ET-2000 �T �t�0 �`T H4 F� OESKIt! PLAN PREPARED � 11 _-' 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME AN-INSTALL IN V.I.T. STRONGBOX STAINLESS lel LOS CEDROS ST YOM~ AWAMAAVAAAAAAMA~ �~���r MH F Fr i� & �• STEEL METER ENCLOSURE, MODEL NO. SB-24-SS-120/VOLT. No. 3848 7 -A < a BEFORE �" DAYSDIALTWO WORKING STATION NTS 4 DRAVN 9130 klahefnl PL Ste. 120•Rmcho r" A ail Pkumil; •&rveft- Pubk waxe C- BEFORE aKQ, CA 9n3o 9L14 4e+-9osoT You DIG YOU DIG S SHEET KEY MAP *,E>�. ' /�° ° MH ° L'"'� "'E �9°N °FL-5 12 /7 6 GALLONS PER MINUTE l'TE /` D \ CfE'CKED MR34AM T. HAMA �� - DRAWM MM z TOLL FREE 1-800-227-2600 4F CAL\E 1 7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT VALVE SIZE MH DATE � wo -L o o � � o D J H&F JOB No 01197 HGF INDEX OF -_Sh e c -�- r 3 OF SHRUB SPRINKLER HEAD LEGEND GENERAL IRRIGATION LEGEND SYMBOL DESCRIPTION MFR. MODEL NOZZLE RADIUS ARC P.S.1. G.P.M. NEW WATER METER BY C.C.W.D. - SIZES AS NOTED ON PLAN. • 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 3 FT, 90 Q 20 .05 OMATIC CONTROLLER "C' - 04 GATE VALVE; NIBCO T-585-70-66 SERIES: LINE SIZED. S-STA. GALSEN5E GONTROLLER IN VIT ENCLOSURE - • 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 3 FT. 180 H 20 .10 �_gd REDUCED PRESSURE BACKFLOW PREVENTER; FEBCO 825YA 1-1/2" OR 1" AS SHOWN. CONNECT 120\/ POWER FROM ADJACENT FULLBOX ® INSTALL WITH WILKENS SERIES 500 PRESSURE REGULATOR. LOCATION. GONDUIT/WIRES BY OINNER; EDISON TO 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 5 Ff. 90 Q 30 .10 INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE. INSTALL METER. v 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 5 SERIES MPR 5 FT, 180 H 30 .20 INSTALL WITH VANDAL-RESISTANT STEEL ENCLOSURE BY COAST GUARDSHACK MODEL NO. GS-1. 0 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 90 Q 30 .26 MASTER VALVE; SUPERIOR 3100 N/0 1-1/2" NORMALLY OPEN 3„ 12” POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 180 H 30 .52 ® 4" 4 i v FLOW METER; CALSENSE FM1.258 1-1/2" BRASS FLOW METER. 4 • 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 8 SERIES MPR 8 FT. 360 F 30 1.05 ® REMOTE CONTROL VALVE; RAINBIRD EFB-CP-PRS D SERIES; SIZES AS NOTED ON PLAN. 0 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 10 SERIES MPR 10 FT. 90 Q 30 .39 0 QUICK-COUPLING VALVE; RAINBIRD 33-DNP WITH 33DK. LOCATE EVERY 150 FT. O.C. V 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 10 SERIES MPR 10 FT. 180 H 30 .79 2' Q 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 10 SERIES MPR 10 FT. 360 F 30 1,58 MAINLINE PIPE; SCHEDULE 40 PVC "(1-1/2" & SMALLER) PIPE; SIZES AS NOTED ON PLAN. I POINT OF CONNECTION C' 2 MAINLINE PIPE; CLASS 315 PVC (2 do LARGER) PIPE; SIZES AS NOTED ON PLAN. AT NEW 1"WATER METER. 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 12 SERIES MPR 12 FT. 90 Q 30 ,65 LATERAL PIPE; SCHEDULE 40 PVC LATERAL LINE. BURY MINIMUM 12" BELOW FINISH GRADE. 186 14" 186 14" V/ 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 12 SERIES MPR 12 FT. 180 H 30 1.30J SINGLE SCHEDULE 40 PVC SLEEVING (2X SIZE OF PIPE INSIDE). EXTEND 12" BEYOND ® 12" POP-UP SHRUB SPRAY RAINBIRD 1812-SAM-PRS 12 SERIES MPR 12 FT. 360 F 30 2.60 L`*J EDGE OF PAVING UNLESS OTHERWISE NOTED. - MULTIPLE SCHEDULE 40 PVC SLEEVING (2X SIZE OF PIPE INSIDE). EXTEND 12" BEYOND 4" 2" EDGE OF PAVING UNLESS OTHERWISE NOTED. DICARLO PL 24-STATION AUTOMATIC CONTROLLER; CALSENSE 24 STATIONS; MODEL NO. ET-2000 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME ANTNSTALL IN V.I.T. STRONGBOX STAINLESSMUELLER STEEL METER ENCLOSURE, MODEL NO. SB-24-SS-120/VOLT. STM © 12-STATION AUTOMATIC CONTROLLER; CALSENSE 12 STATIONS; MODEL NO. ET-2000 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME ANIINSTALL IN V.I.T. STRONGBOX STAINLESS STEEL METER ENCLOSURE, MODEL NO. SB-24-SS-120/VOLT. © 8-STATION AUTOMATIC CONTROLLER; CALSENSE 8 STATIONS; MODEL NO. ET-2000 24-LR/RR/W/TP-1,TP-110 W/ LR-DOME ANIINSTALL IN V.I.T. STRONGBOX STAINLESS STEEL METER ENCLOSURE, MODEL NO. SB-24-SS-120/VOLT. STATION # S FT. GALLONS PER MINUTE L�0___VALVE SIZE IO 0 + cn POINT OF CONNECTION MTOMATIC CONTROLLER B ■ W J AT NEW 1-1/2" WATER METER. 12-5TA. GAL5EN5E CONTROLLER IN VIT ENCLOSURE - I l O GONNEGT 120V POWER FROM ADJACENT PULLBOXCARNESI DRIVE LOGAT ION. CONDUIT/WIRE5 BY OWNER; M50N TO W W INSTALL METER. I Z m Y .:... ■ J w W . t' . +. Y .. .. .,, 4 (. . -.♦ .r Y � _ _. ,. ..r . ..Ir _. ... .. i Y- ..j_• \t'. � t-r -I yr -� C `) 4 :7 t 4 4 6 6 6 4 �� 4 �. 4 4 4 �" t �� 4�� t �� - z., TT--t • •�-• _�T a �' f -• 4 4.. 1— 4.. 4 4.. g.� t- �� �� 1�� 3" 4 �� .� ��� 4�� d. 4 Q. 4 4 4 q 4 4 4 4 4 d 4 t 1 6 4 q 6 4 T —� �i }�. L 7o �o �o �o Zo zo 7Z �o �o b L t f3-1 131 S.F. E3-cf 910 S.F. E3-2 891 S.F. E3-5] 554 S.F. B-3 942 5.F. B_-i 1234 S.F. I 156 ill 216 14" 186 1-111 11 216 14" 2061-?„ 2,461111 1 N 30 0 30 60 ! MURIETTA CT sale ' feet p 1 30 O CARNESI DRIVE Q7 • = I 2 > i WO • Z m . " SR 210 FREEWAY ___ - - - - �. - � .di ::Z• i •J- v iD d. f��. '. vQr q`,,,r t.r. :...F, �X .� - - i 3,. Y } ,. 3„_ \. 3„ : t .l .. g,V/ ., ., 4 _Y • 1' • 1f-- �1 4' ~ \ 41' fd7F t 4 4 tTl 4 4 d d 4 t-�4 —__r—r_ f • d 4 t Q * 4 LTi i fa f 4� "� -�T T—• • - -ry �.--1ll �1� 4•- V I L - - � � � � � � � � �� _ � � � � — � � � � -3 - - - - _ _ — _ � A � I "TL ■ —E3-6B DESCRIPTION OF REVISION DATE APFORCh� c"y T l- o _4 1052 S.F. _6 899 S.F. v -3 1040 S.F. o - - CITY OF RANCHO CUCAMONGACID 22G 14” 196 14.' 216 14” = - L_ -_ o L - TAS TRACT 16279 01 _ LANDSCAPE IMPROVEMENTS T I1( T L \ �- � J CAS OR STA 14+00 TO 0+00 y o n a < VISTA ST �l IRRIGATION PLAN Pfrlow sT __ W APPROVED BY: DATE: W S CITY ENGIN RCE 4953 N o`►,r+0 s o (N� LOS fps �Q SEL T•H1R'�� PLAN PREPARED BY: � ,�,, o U �' No. 48 �-A MH BM & im. � ' DIAL TWO WORKING NTs I Exp. 1 04 ORAwIi 9130 PL, Stc 20E�Ul m,my., CA91 -9%-484-9090 �T BEFORE DAYS BEFORE You DIG YOU DIG SHEET KEY MAP *s,9'� ,� �* MH ��^�° �°� "W ��M9°N °F: L-6 � 12 l�OF CA1\FCIECKM MCHAEL T. HARADA R� No�_ DRAWING NIX z TOLL FREE =° 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT MH DATE 8-//30.3 Fu NO l /"L o o � � o � J H&F JOB No 01197 SHEET39 OF COAST GUARD SHACK 1 BACKFLOW PREVENTER TO SPRINKLER - ANGLE PIPE TO ENCLOSURE. MODEL CGS-_ ASSEMBLY NIPPLE - TYPICAL o SPECIFIED DEPTH WITH 45' ELLS MASTIOVALVE BOXi (4) PLACES r SCH 40 PVC MALE ADAPTOR _ COVER ETCHED IRR IGATION GATE' r ------ -- ---- SCH 80 PVC UNION _ t (CARSON OR EQUAL) ---- - `3 I C0 NECTTOOR WATERPROOF PVC NIPPLE PLASTIC VALVE BOX i COYER: STRUCTURE OR I ( ) I WHiTE ELECTRIC CONTROL VALVE ETCHED'QC'(CARSON OR EQUAL) HARDSCAPING <5, WISH GRADE I I NiPPLE BLUE o WLAYER OF MULCH of-POP sm"HEAD BODY BETTO I I S , PLASTIC VALVE BOX MULCH TO TAPER AWAY FROM HEAD IW ABOVE FINISH GRADE AT(TRADE IN LAWN AREAS NARKED 'IRRIGATION RCV' MULCH MIN. I 6" THICK X 1Y WIDE I- Z I (CARSON OR EQUALS a'ABOVE GRADE IN SHRUB 18'MAX PRESSURE I I CONCRETE PAD (LENGTH VARIES OXY FiLlEO WATERPROOF z - AND GROUNDCOVER AREAS REGULATOR --- I PER SIZE/MANUFACTURER) RED CONNECTOR OR EQUAL S �+ ETCHED WITH CONTROLLER AND VALVE SEQUENCE __ c+� _ FINISH SOIL GRADE SEE LEGEND BRASS NvE SLOPE TO DRAIN AT MINIMUM FINISH GRADE FOR MAKE ANDI STRAINER WITH BLACK z _ BALL VALVE-IIt?ORSMALLERWITH MODE'_ NO. 1 60 MESH 2% PIG TAIL EXPANSION � 6" MIN, FINISH GRADE I=�HIIIII (-_ I� ► . . ••► STAR*FSSSTEEI HANDLE MUNE- SCREEN r FINISH GRADE IRRIGATION CONTROLLER LOOP(MIN. 24" LONG) r ti rwE>xEGATEVKVE-EPoxY .12� UNION- PVC, SLEEVE --� I I C�I I� 33 DNP QUICK COATED,2'ORLARQERWRH2'OPERATiFlG REQJIREC FOR PLASTIC VALVEBOX(CARSONOR SIDEWALK COUPLMIOVALVE TIC ' °�' PIPS SLEEVE H WATERPROOF ALL z NUT _I I,.� I_ EQUAL)WITH INTEGRATED WIRE CONNECTORS s+c i 4 -..___ - WITH PURPLE _ I I CONCRETE PAD LOCKING UD. PLACE AT GRADE IN `` VALVE _� _ =I i TURF AREAS AND 3 ABOVE IN �„� >'+t NOTE: RUBBER CAP ieIT - - - I' P PI K _ _ •f NIPPLE - TYPICAL I , i I- I I- PLANT BED. CONTRACTOR TO INSTALL zv STAINLESS STEEL /. 2 PLACES O � CREW CLAMP -FROM WATER SGURCE S L P z� _ G - A 6'DEEP BASE Of 3,M ' - N I 3' PIG TAIL EXPANSION � MINIMUM(3)PLACES - _ SCH 40 PVC MALE GFWY£L UNDER EiT}I z KIE-4 - ADAPTOR PIG TALI EXPANSION MASTER VALVE AND FLOW LOOP (MIN. 24" LONG) 3• 3• io _ 9C7. COMPACTION m k S/4'WASHED iV1 -I I REQUIRED Il- 121 _ LOOP{MIN 24"LONG) WHITE A TER. Z II I-I �- I I ''� (COMMON) Flow I BRASS ANGLE CRUSHED . (, VALVE W/UNION AGGREGATE BASE _ _ _ �- ,•. TO MLILN z I I I�II-III I I - F14 BLUE aD I 3" 3/4" WASHED �•�•: �•�:'".. T WIRES TH 'd`p F z a'•�' CRUSHED AGGREGATE "• ' III- � LINE TO SYSTEMS o-o _ S _ SCH 40 BRASS NIPPLE '"C RED i �d�'•Bo':p � :d�b / �:"Sd SCH SC PVC NIPPLE SCH 40 BRASS NIPPLE c ELBOWFA h L v !. LE- t ,o{ RIGID Plf E AND RELATED FITTINGS SHALL BE PER } ( s F TYPICAL (4) PLACES ti, VALVE J SCH PVC UNION 21'LONG z 1 ''id CUCAUGNGA COUNTY WA'_R OISTRCT STANDARDS BLACK SCH 40 CONTRACTOR SHALL VERIFY W'-H CCWD PRIOR TO CON N WIRES T-TER.AL rr s RFf Etl 2t,STREET ELL b NOTES: CONSTRUCTIGN FLO MAR Ex t♦o+STREET ELL CONTROL k COMMON ~ 1.ral" 'NSTALL PER LOCAL CODES - - -- - TNGDIAMETER NOTE: _ - - __ -2. :QUIPMENT TO BE 'NSTALLED AT A MINIMUM OF 24" FROM ANY SAME SIZE AS CONTRACTOR TO INSTALL tATERA!LR.F TWK,Al(2)PLAICES i J S-RUCTURES OR HARDSCAPING FLOW METER SCOTCH LOK EPDXY FILLED SCH 60 PVC Oct SCH 40 BRASS W ELL 3. WHEN JNIT IS NEXT TO A STRUCTURE (.E. WALL, BUILDING, ETC.) SIZE CONNECTORS FOR ALL FLOW ANTI DRAM VALVE ASREOUIRED STREET ELL MOUNT 'EST COCKS ON OPEN OR NON-STRUCTLRE SIDE. SENSOR WIRE CONNECTIONS. BRASS NIPPLE- NOTE PRESSURE SUPPLY SCH 40 BRA"f0• 314"WASHED CRUSHED DIAMETER SAME SIZE INSTALL SCOTCH LOKS AGGREGATE BASE 4. ORIENT UNIT PARALLEL TO STREE-. AS FLOW METER SIZE SCH 80 PVC SXSX' TEF r LOCATE HEAD rrorFROM WALKS CURBS HARDSCAPW MOWSTRIPS. LiNE FITTING STREET ELL IMMEDIATLEYAFTER PRESSURE SUPPLY LINE AND EDGES a.AWN 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. INSTALLING FLOW SENSOR. 2 USE Tt3LDN TAPE ON ALL MALE TRV-ADS NOTES: NOTES: 3 INSTAL HLADE W,•),IH1Fro n:CHECK VKVE W PRESSURE COMVENSAIM PRESSURE SUPPLY LRiE i4 RE8AR STAKE I. PLACEAGMIMTEPRM'rONSTAt1A7MOFVALVE80X. 6. DIALETIC FITTINGS ARE RECUIRED FOR CONNECTIONS OF MINIMUM DISTANCE DOWNSTREAM OF 1. INSTALL CONTROL VALVES A WHIML'M OF 12" FROM STRUCTURES OR HARDSCAPiNG. FEATURE AS PER r•EIRRIG,Anav�ti (24-LONG) 2 IINSTALLCONTROL VALVES AWN.OFirFROM STRUCTURES OFMRDSCAPiNG. DISIMILAR METALS. UNINTERRUPTED PIPE (5X DIAMETER 2. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. A HEAD CONNE',T*NAT BOT IOM rLETON'Y 8. INSTALL VALVES IN PLANT BEDS WHFREVER POSSME NEXT TO SIDEWALKS, 7. VALVE PER STD 518 REQUIRED BEFORE BACKFLOW PREVENTER OF FLOW METER SIZE) 3. PLACE VALVE BOX AT RIGHT ANG''-ES TO STRUCTURES OR 4ARDSCAPING. 4, PLACEVALVE BOX ATRIGHT ANGLES TOSTRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3" OR URGER MINIMUM DISTANCE UPSTREAM OF A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1.2E S. PLACE AGGREGATE PRIOR TOWNS5. ATACH P ASTIC IDENTIFICA'lON TAG WITH APPROPRIATE CONTROLLER AND TALLATIONOFVALVEBOX. 8. IF REQUIRED. PRESSURE REGULATOR TO BE INSTALLED ON UNINTERRUPTED PIPE (10X DIAMETER I. PUKEAOORFGATEPRiORTO1NSTAUJiT(ONOFVALVE80X. T 8. VALVE NUMBER. ATTACH INLET SIDE OF BACKFLOW LOOP OF FLOW METER SIZE) VALVE NUMBER. LAVE SIZE GATE VALVKF E BACKFLOW PREVENTER MASTER VALVE REMOTE CONTROL VALVE 17 MGd-I POPIJP SHRUB HEAD 0" COUPLER VALVE A SCALE ILT.B, B B101ke N.T.S. C 11CIALE KT.B, D scke N.T.B. E ecke ILT.8 F B+GILE KTP. FINISH GRADE IWO PCS SCRFEN PERFORiLIANCE STANDARDA SMALL RADlU$SPRAY PATTERNS AMD Mn l i>;RLIFOB clic STAND ALONE CONTROLLER WiTH ANTENNA 'SNAP-TITE"WATERPROOF M EL PCS-Oto I PCS 020 PCS-030 PCS-040 PCS-060 PCS490 PCS-125 PCS-175 PCS-260 PCS x7o CONNECTOR OR EQUAL FOR AS REQUIRED G 0.1 0.2 0.3 0.3 0.6 0.8 1.25 1.75 2.6 3.7 LR-DOME ANTENNAs�eOr NON FLOW SENSOR CONNEC- COLOR PURPLEROVVN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED ` SOT Mca! Me TIONS. EPDXY FILLED LOCATED M,_2,SSiuDv 'M OF 1' 3' 6' 8111 OUTSIDE OF BOX. WIRE SERVICE LOOP(LOOP SH - 7 4' V 7' a'# INSTALLATiON/LOCATION COAXIAL CABLE ENOUGH WIRE TO EXTEND WIRE ST - 3 5' 5' 91! PER CITY AND CALSENSE 's`"Ts,T BUNDLE 6'ABOVE GRADE) I ,I Z 8Q 2' S 7' 7' REPRESENTATIVE r' €ls,s CALSENSE CONTROLLER, G KIM SPLICE BOX COVER WITH CLEAN BACKFILL-SEE SPECS 1OF - - a, S 8' 10' I T??T MODEL N0. PER PLANS �-O�m N d011N0ED p" LOCKING TOP ETCHED'S.B. i�+ Z FOR MATERIAL 90% COMPACTION I 1'IAROcrAPM(SEE NOTE� 10H - 7 a' 2' 10' 11'! lilt Lax COBE OPOU"')Iron 1O 9 RLHOLAFtED } r WSTALLE' IMSCHCL%JPE OH CONTROLLOE ER SICE LOT 7 6' 7' 10# !lbT1L I CALSENSE INSTALL CONDULETTE W1 ;, TP 110 W - _ DEEP WP`.I'Box 100 7 5 8' r 120 VOLT DUPLEX CALSENSE HARNESS W/ mWs1 „ , , 3' IN PLANTER AREAS NON-PRESSURE 12TO - 7 13' S' 7 10 10' 17! OUTLET(GFI) WEATHER TIGHT ELECTRICAL GRADE �� I Z _ LATERAL UNE 1272 2' 3' 5' 9' 11' 174 CONDUIT FITTINGS. M N „ s-r x Y-r I r coNertrL 12H 4' 3' a' 10' 12'# 12'# R'WrNC M$TALL A MMRNVI.I GF 12T 7 6' 4' 10' 17# 120 - 8' >+' 1 i• I I'• Y ABDVE GRADE .V'�1 SLOPE 17# RESET IL I b •11 I L. b TOP •0 ORuv AT A+nA+u+l OF it. \ \ Cl! 15F _ 10' , II 5' 'i - CLEAN BACKFILL- b I; f�i,L- 15TO - - CALSENS'ETP-1 1 1C=_ - I COMMON weE/eanROL,.RIFs IN 90%COMPACTION - - - 6' a' 8' 15# TRANSIENT PROTECTION WARD I `�I I I i I r i T-�I r SCHAO Rvc Co"oul. PRESSURE SUPPLY LINE PROVIDE Q•WN.OF SAND 6' c� 1622 - - i' - 5 8' a' 17 15# -- IBEDDING AND SHADDING TYP. 16H - - 1' 4' 5' V 17 17 T 12'X 18'GREEN PLASTIC METER CONTROL WIRE SLEEVE- 15T - - 3' 4' 8' 17 1610 154 oa a � �` srov LOCAL oOE) � � 90• P ELI F►�i BOX,CARSON OR EQUAL -SIZE PER PLAN,INSTALL ISO 7 6' 8' 17 154 m POKER I. OF CA&NET (TYP.)I NON-PRESSURE LATERAL LINE ADJACENT O PRESSURE 1� - - r - 12X17 1014 20X20' 23X23 t I BEESIZE TWICE EIAASUPPLY CE :o OF NON-PRESSURE LATERAL i7.SS'T - 0X18' 0X10' 1QX16' 9X90' _-!- ummmM1Dt"' '"TEJ CONTROL flt/L VIff1CS MIN.2'OF CLEAN EARTH LINE 1 T - - - - 4X22' 4X29' 4X3V 9X24' ENCLOSURE MOUNT Wim•� +rt Svr - ��+T o= x _ PHOT ELECTRI,, SYxrCH F'OR SEtuRITr ►-- w2µ,"Iw. c:"rrav r '� - "y1'ixr -A 15SST - 4X17 4X24' 4X27' 4X3-' 4X40' LIGHT CONTRa_ AS NEOLWO PER :4'"" S""` r /SEST - 014' 4X16' 4X20' [c4'1•T R PUNS ---- - I ' It �s+ . - 3„ 4" 4X18' 1 2 NOTES: J NOTES 3 ' PRESSURE SUPPLY LME SLEEVE- I. N/STALL CONTROLLER PER MPG.PRINTED iNSTRUCTIONS AND PER LOCAL 1 SIZE TWICE DIAMETER OF PRESSURE CALSENSE ca«TxOUEN MODEL Mo. r ELECTRIC METER PER SCE :A LSH B 6" 10 30" ar 2' CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR TER PUNS L J I SUPPLY LINE PRIOR TO CONSTRUCTKIN, PETER AN OONTILDL ER 1. BELOW PAVED AREAS A MINIMUM OF W LAYER OF CLEAN EARTH SHALL BE31 51 2 OOKMOL WARE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN .I$TALLATIJ+I S`D I 1 1 j III INSTALLED ABOVE AND BELOW PIPING. "F,S A t4" Ir 5' 1' 4' 6• 14' let SEQUENCE OF REMOTE CONTROL VALVES. stcvftrr SWT ROTES: 18H-SUI - 6" 1' 7" 5' 1O 13' 10' 6" 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH �s REOLAREO PER FSH L...� F - 2. PROVIDE MINIMUM COVER OF 24'ON PRESSURE SUPPLY LANES 3'AND LARGER. 1. ALL SLEEVES TO BE SCH.40 PVC. 180-SLA 7 6' 3' 12 BRANCH OF THE AW NUKE FOR RlTi1RE USE. PIGTAIL EACH ORANGE OAwoo RE r oAdTND WIRE AT THE ENCLOSURE. r sw 40 OOMOVT 3. WHEN USING RECLAIMED WATER,MAINTAIN MINIMUM 10'HORIZONTAL SEPARATION 22F-SS - - a' 1' 4' 6' Ir 21'# 4, COMMON WIRE TO BE WH(TE AID CONTROL WIRE TO BE RED IN COLOR. Eat SEcumm LICHr MIN I I t; III 2. EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPM AT BOTH ENDS. _ __._.__ I I I i t I 110 VOLT mm M,� BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS 22H SS 4" 1' 9` 5' 17 /8 17 6. NO SPLICES Stall BE MADE BETWEEN CONTROLLER AND REMOTE San CONWT (PER 24 VOLT WIRES.TAPED AND PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM V EACH SIDE OF RECLAIMED 1220-SSI Ir I 7 I 6' 1 34 1 15' 1 22'# CONTROL VALVES. InoAL Cm) BUNDLED AT 15 FT. INTERVALS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. WATER LINE. 6. ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO ul_L #RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSi, TEMSUSCEPTIBLE(LR)AND BE OPERABLE TO THE CITY'S YARD CENTRAL COMPUTER SYS ' , 4. PIPING UNDER PAVEMENT SUSCBLE TO TRAFFIC LOADS REFER TOCRY PRIOR TO ACCEPTANCE ---" -� 2 CU. FT. PEA GRAVEL 4. BUNDLE WIRES WITH TAPE EVERY 10'. STD.(24'MIN.TO SW MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). NOTE: SCREENS WERE TESTED AT 6OPSI FOR 10 MiNUTES PRiOR TO TAKING DISTANCE MEASUREMENTS. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. - DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES, CONTROLLER ASSEMBLY CONTROLLER 24-VOLT SPLICE TRe CMNG DETALSLEEVING DETAL PCS SCREEN CHART G AGILE: Itl& HSCILE iLT.S. BOLE N.T.B, J aCJILE N,T.B, K BC�ILE: ILT.B L B{CALE KTP. PRESSURE L055 CALCULATION "At' PRESSURE L055 CALCULATION 115" PRESSURE L055 CALCULATION "G11 PROJECT: TR 16279 L.MD IRRIGATION SYSTEM "A" PROJECT: TR 16279 LMD IRRIGATION SYSTEM "B" PROJECT: TR 16279 LMD IRRIGATION SYSTEM "G" XERI50APE A55E5SMENT 5Y5TEM SUMMARY STATIC-PRESSURE: 89 P51 STATIC-PRESSURE: 107 P51 STATIC- PRE5SURE: 79 PSI SOURCE OF INFORMATION: RAYMOND ABEFA SOURCE OF INFORMATION: RAYMOND ABETA SOURCE OF INFORMATION: RAYMOND ABEFA 11. IRRIGATION (POINT VALUE) POINTS CLAIMED REFERENCE SUPPLIER: CUGAMONGA COUNTY WATER DISTRICT SUPPLIER: CUGAMONGA COUNTY MATER DISTRICT SUPPLIER: CUGAMONGA COUNTY YNATER D15TRIGT PHONE NUMBER: (909)483-7444 PHONE NUMBER: (909)483-1444 PHONE NUMBER: (909) 483-7444 1. L-OYV GALLONAGE IRRIGATION 20 SPRINKLER VALVE 5TATION/6PM: A-18 GPM: 21 VALVE STATION/GPM: 5-12 GPM: 21 VALVE 5TATION/6PM: G-1 GPM: 17 SYSTEM (20) LEGEND ON L-5 ITEM: P.S.I. LOSS ITEM: P.5.1. L..055 ITEM: P.S.I. LOSS r,�,� METER SM 1" O 17 GPM 1.6 2. AUTOMATIC CONTROLLER, (20) 20 DET. G l H ON L-1 YNATER METER SIZE: 1-1/2" 0 21 GPM .90 YNATER METER SIZE: 1-1/2' • 21 GPM .90 PRESSURE REGULATOR SIZE: 1-1/2" O 21 GPM 4.50ME`55UFZE REGULATOR SIZE: 1-1/4" O 17 GPM 4.50 PRESSURE REGULATOR SIZE: 1-1/2" O 21 GPM 4.50 BACKFLOW DEVICE: 1-1/4" O 17 GPM 11.00 0 3. DESIGNED TO YVATER PLANTS 10 SPRINKL)32 BAGKFLOYN DEVICE: 1-1/2" O 21 GPM 11.00 BACKFLOYN DEVICE: 1-1/2" O 21 GPM 11.00 tPn� REH�� DAA BY YNATERING NEEDS (10) LEGEND ON L-•5 GATE VALVE: 1-1/2" O 21 GPM 1.00 GATE VALVE: 1-1/4" O 11 GPM 1.00 CITY GATE VALVE: 1-1/2" O 21 GPM 1.00APPRQIVM MAINLINES: 2" GL. 315 PIPE 654 L.F. O 21 GPM 2.60 MAINLINE5: 2"GL. 315 PIPE 10 L.F. O 17 GPM 2.69 0 MAINLINES: 2" CL. 315 PiPE 612 L.F. O 21 GPM 2.b9 4. 501E M015TURE SENORS (10) O C3TY OF RM CH0 W CAMONGA c AUTOMATIC-VALVE SIZE: 1-1/4" O 21 GPM 5.10 1-1/2" 50H. 40 PIPE 489 L.F. O 21 GPM 6.11 c LATERAL LINES: 3/4"SCH. 40 95 L.F. O 5 GPM AUTOMATIC VALVE 51ZJ : 1-1/4" O 11 GPM 4.50 5- RAIN 5EN50R5 (5) 5 GENERAL 2.15 AUTOMATIC VALVE SIZE: 1-1/4' O 21 GPM 5.10 LATERAL LINES: 3/4"56H. 40 113 L.F. O 5 GPMrn LEGG END ON L-5 1" 5CH. 40 10 L.F. O 11 PM 2.40 LATERAL LINES: 3/4" 5(--H. 40 82 L.F- O 9 GPM 4.10 2.30 6. VVNV 5EN50R5 (5) O 1-1/4" 5GH. 40 5 L.F. O 21 GPM .15 1-1/4" 5C.H. 40 15 L.F. O 21 GPM 1-1/4" SCH. 40 5 L.F. O 11 GPM o IRRIGATION HEAD PRESSURE: 3000 IRRIGATION HEAD PRC-SSURE: 30•00 IRRIGATION HEAD PRESSURE: 3000 TRACT 16279 0 ,. SENsrTIVE TO SLOPE 5 NO SLOPES. SYSTEM LOSSES SUBTOTAL: �• D FITTING L055E5(TEM LOSSE5 10%OF 5UBTOTAL): 22.83 LANDSCAPE IMPROVEMENTS SYSTEM L055E5 SUBTOTAL: 36.15 0 5.34 FACTORS (5) FITTING LOSSES (10%OF SUBTOTAL)- 2.98 FITTING LOSSES (10%OF SUBTOTAL} 3.62 ELEVATION LOSSES/GAINS + 1.00 C O S i 5. RECLAIMED OR RECYCLED O ELEVATION LA55E5/GAINS + 9.00 ELEVATION LOSSES/GAMS +6.00 WATE12 (5) TOTAL SYSTEM L05��E5 60.11 TOTAL SYSTEM LOSSES: 53.18 o a TOTAL SYSTEM 10OS5E'5: 63.2, IRRIGATION DETAILS AVAILABLE PRESSURE (LOW): 89.00AVAILABLE PRESSURE (LAW): 101.00 AVAILABLE PRE55URE(LAN!): 19.00 CLAIM ( +35.22o Q TOTAL POINTS ED: 60 -)DEFICIT R +35.22 IT O (+) RESIDUAL PRESSURE: c (-)DEFICIT OR (+) RESIDUAL PRE55UR + 18.53 E: (-)DEFICIT OR (+)RESIDUAL PRIE55LRE: +43.23 A O TOTAL POINTS REQUIRED: 60 RESIDUAL PREF�t/RE AFTER PRE55URE REGULATOR: + 19.22 RESIDUAL PRE55t1RE AFTER PRE55URe REGutATOR: + 18.83 S RESIDUAL PRESSURE AFTER PRESSURE REGULATOR: + 19.23 p L� CApF APPROtVE� 9Y: DATE: o E •CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN �G�FEL T H4R'o�y CITY ENGINEER RCE: 24953 � � CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM VES*N1 PRESSURE OF 19 P51 CONTRACTOR.TO FIELD ADJUST REGULATOR AS " PLAN PREPARED BY: o GONTRAGTOR TO SET PRES�.Ol1RE REGULATOR TOA 5 N . .� Na, � N PRE55URE OF 13 P51 GONTRAGTOR TO FIELD ADJUST REGULATOR AS PRESSURE OF 83 PSI CONTRACTOR TO FIELD ADJUST REGUL ATOR A5 DE 1LiM c r7 N G Y. NEGE55ARY. NEGE55ARY. * Exp. 1 /p4 * IL! AA" Tww (+(� - o VT 1 j7FW M 111Qi1 1(Lli' �N DIAL TWO WORKING XERISCAPE ASSESSMIENT PRESSURE LOSS CALICOS C ,E DRAVIN - • - -W N BEFORE DAYS BEFORE M � 9130 Anahein PL, Ste. 120•RGRCIIO QICOTIOf1g0, CA 917J0.909_484-9090 � YOU DIG YOU DIG LA PREPARED IIS THE SUPERVISION L- of - TOIL FREE 1-800-227-2600 MH Ru ND- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH T IIARADA HIM z DALE FTE NO L � o HdcF JOB No 01197 SHEET 414 OF u 58 •� - - 11 - 59 - - 9 11 - 1 `\• - - - - - - - 72 11 - - 11 - 4 11 - - - 11 - 26 23 7 9 15 — 11 16 25 6 11 10 \ 42 12 12 20 7 21 4 12 13 12 32 18 24 18 24 6 6 35 23 32 - - — — - - — — — - - _ — - - - - - — — - - — - - - - — - - - - - - - — — 1 s 22 — — — — ► — NORCIA D - --- -- o --� 0 •'`- - - lT ♦ ..r. '. .. =-�r: I �o W N .- � J ' o � W W _b S1 — — — 1 1 — 1 1 1 — 1 1 — — 1 1 T-1 — —9 — 11 T-1 11 T-4 9 1 1 — — Z m - 7 1 1 14 19 20 6 7 14 22 12 5 10 21 25 1 1 1 1 1 25 1 26 21 10 16 1 1 J W � 11 g 14 , , . , 16 !1):4:1i -j i 21 15 . U - � w:% ,. t PROJECT ysY: _- � 1. I .t..l 1 'f-.1 „ Ii' iv - 1' 1 I.'Z..Y •1J Y �- 'tir 1 k;' 1.1;[. 1 _ . I. 'I. 't BOUNDARY i i • 1 14 \ 7 10 70 \ 9 17 7 13 70 8 15 20 6 40 6 10 5 10 16 _ 10 ' � � •`, � 1 28 71 7 54 3 9 A HIGHLAND AVENUE 0 6 0 � 1 (� 22 11 - 24 i ---- 359/ 18 x: 39 31 - , � Omni �� 30 ._ fee t 31 41 All \ 28 18 1 1 s• 924 \ , - 14 • r` ' 14 7 - 1 i 14 ' 10 _ _ 11 . - 12 14 \ 19 77 21 18— 4 11 17 � 17 1 6 14 Fy ------ --. 14 nv. _ ---- - PROJECT •• 11 4 . . BOUNDARY 18 18 T-1 T-4 1 1 - 10 >; 13 1 11 - 9 17 20 45 \ •'•\ �- _ _ 12 18 16 8 10 _ •�` 38 10 1712 1 ' ?Z 1 x A60 - _ S- 25 9 10 25 5 23 2 - s HIGHLAND AVE U26 10 S10 - 20 PLANTING NOTES 10 9 46 1. CONTRCTOR SHALL NOTIFY THE CRY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND A R/W SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-I ALLI IG IRRIGATION EQUPMENT, AND REPLANTING AREAS WHICH N'LY ARENOT INSTALLED PER PUMA AND SPECIFICATIONS. SYMBOL r 30 0 30 60 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL CALL—OUT BOTANICAL NAME COMMON NAME SIZE QT SPACING COMMENTS REQUIREMENTS. scale1 "= 30' feet 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES ETC., AND SHALL TAKE SOLE TREES RESPOI IBlUTY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, MIRY WAGE OF SAID UNDERGROUND FACIUDES. O T-1 LAGERSTROEMIA INDICA CRAPE MYRTLE 24' BOX 103 20. O.C. STANDARD "MUSKOGEE" HYBRID (LJIVENDAR) 4. NO PLANTING SWILL BE DONE UN Tt ALL OPERATIONS N CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN O T-2 COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED MID PREPARED AS SPECIFIED, AND DELETED { 00 X THE WORK APPROVED BY THE CITY. t�■ T-3 DELETED 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CRY AND LA 9WAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL Bf A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. O T-4 PITTOSPORUM WILLOW PTTTOSPORUM 15 GAL. 22 20' O.C. STANDARD S'LY I SIDEWALK PHILLYRAEOIDES 6. CONTRACTOR S RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACOAENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LUT OF WORK. R/W .5' •5' THAT S A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE O T-5 DELETED 2.5' 12' CLEAR 4.0' 22'- 22' S, g' 4' OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWI APPROVED BY THE CITY. EQUESTRIAN PARKWAY O T-6 EUCALYPTUS RED IRONBARK 5 GAL. 0 20' O.C. STANDARD TRAIL 7. QLJIANTTTIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE SIDEROXYLON "ROSEA' 42' 33' GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. T-7 WASHINGTONIA CAUFORNUA FAN PALM 15' TRUNK 0 20' O.C. STANDARD; HIGHLAND AVENUE 8. WHENEVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE AKJACENT TO PROVATE FIUFERA HEIGHT CLEAN do SKINNED SECTION i/A" LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. N.T.S. 9. CLEAN-UP SWILL TAKE PLACE ON A DALY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. sR 210 FREEWAY 10. THE FOLLOWING SOIL AMENDMENTS SWILL BE FOR BID PURPOSES ONLY. FINAL SOIL AMDDAV TYPES AND QUANTITIES SHALL BE BASED SYMBOL ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES CALL—OUT BOTANICAL NAME COMMON NAME SIZE CITY SPACING COMMENTS PER 1,000 SQ.FT. SHRUBS "` "A" -\, ,A DESCRIPTION OF REVISION DATEary 4 CY. NITROGEN STAEAUZED SAWDUST +Q S-1 PHORMIUM TENAX NCN 5 GAL. 663 2' O.C. > 120 LBS GYPSUM ' 'JACK SPRATT" CITY OF RANCHO CU CAM ON GA � `� `�'°- �"� SYMBOL LEGEND 11. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CMP MULCH UIIDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER ® S-4 TRACHELOSPERMUM STAR JASMINE 1 GAL. 403 2' O.C. AREAS, PURSUANT TO CITYSTANDAIM AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL SUBMIT JASMINOIDES 1CID 0 TIM A SAMPLE FOR THE CTTYS APPROVAL PRIOR TO PURCHASE AND PL ACEIRNT. SHREDDED MULCH S AVAILABLE FROM: S-5 VERBENA PERUVINA NCN 1 GAL. 193 2 O.C. == TRACT 16279 L CATALP ST o EVTHWORI - ` t�00'CIT 1S AVENUE Q S-8 HEMEROCALLIS DAYLILY 1 GAL. 73 2' O.C. EVERGREEN; SYMBOL LANDSCAPE IMPROVEMENTS_ _ HYBRIDS YELLOW HMMO AVE STA. 17+'60 TO 34+50► N (909) 538-3321 T L- SIZE QUANTITY o Q C PLANTING PLAN O S-9 AGAPANTHUS AFRICANUS NCN 1 GAL. 377 18' O.C. = = -'- - L" "PETER PAN" (9d / HSTA ST S-10 AGAPANTHUS AFRICANUS NCN 5 GAL. 184 3' O.C. < < APPROVED BY: DATE: a Q O "QUEEN ANNE" $ -- cn CITY ENGINEER �, � ��,�,/�,(�/( � RCE: 24953 N 5♦IRUBS FP" ST m O N�SC,�f DESIQlN PIAN PREPARED BY: rn� 0 S-11 CERATOSTIGMA DWARF PLUMBAGO 5 GAL. 581 2' O.C. W PLUMBAGINOIDES SYMBOL c,>~ � T N�R7p�y JI I �� N � N DIAL TWO WORKING PLAN CROS$ REFERENCES e S-12 PHORMIUM TENAX NCN 5 GAL. 32 2' O.C. _Los cEORos ST No. 3848 DRAYM ��rPw� ���� - T j BEFORE DAYS BEFORE FOR NOTES AND LLQ' SEE THIS SHEET * Exp. 1 /3 /04 * PREPARED UNWR 7W SUPERMs�oN OF: _ "TOM THUMB" QUANTITY � Q YOU DIG YOU DIG DETAILS, SEE SHEET L-to NTS J� \� LA �� FOR CORRESPONDING IRRIGTION PLAN, SEE SHEET L-5 W S-18 PARTHENOCISSUS BOSTON IVY 5 GAL. 91 15 O.C. �'" TOLL FREE 1-800-227-2600 FOR CORRESPONDING PLANTING PLAN' SEE SHEET L-8 TRICUSPIDATA SHEET KEY MAP 'lFof CALF CHECKM MKMAEL T. HARAIDA RNA. No DRAWING NO. / Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH DA-T 81/3'03mE ND 7` L O N � O � J H&F JOB No 01197 SHEET-gL—OF 671 S-8 S-4 -1 S-2 T-7 T-6 60 63 93 21 40 Nil 5 U9 S'LY N'LY R/W R PROJECT , / MUELLER STREET PROJECT BOUNDARY v i or 1La.. MUELLER STREET C SECTION C 0 Q O c cn O a� B �-- � _ I d cc e c� CARNESI DRIVE dg ` W i S-4 S-6 S-8 S-4 S-4 -1 S-4 -1 S-4 S-8 S-5 T-6 S-4 __ S-4 e Z w 2 9 5 8 15 12 10 6 4 9 10 2 15 5 27 7 7 15 39 5 11 10 17 R' W CA — m J W .1 rr. •, 00 Qr N )k r rtY III .III `. Y, .� '➢ :�• �/ , - Ir I. I. II �f '-,; . ..:Y_"` _ .,r. -: ti - ,�.,z - t:-' !Y d��3y. .. 717IL" 72,7 ..ISS. -, .- I 5.= '".' J `"_- !!ltiTal X7)7 21 I['J a : T R V , TRACT 6244f s2 X01 s-3 —1 -1 M.B. 86/80-81 s-1 -1 -1 s-2 st ' PROJECT 2r 31 7 14 11 14 79 5 7 16 � BOUNDARY CARNESI DR 60' R.O.W. SECTION B MTt W Q NC:) I . ARN I I S-5 B 30 w S-8 S-4 S-7 —1 S-5S-8 S-4 —1S-4 1 S-5 —1 S-7 —1 —1 S-3 —1 —1 S-5 S-4 S-4 S-5 —1 S-5 S-1 —1 —1 —1 S-4 S-4 —1 —1 S-7 S-4 —1 S-4 S-4 S-7 —1 —1 S-4 S-4 S-7 l w Z 15 6 50 8 6 14 14 620 4 4 32 13 9 15 13 9 13 13 14 18 22 9 7 26 7 10 20 14 11 18 17 9 2 12 17 6 13 7 8 4 79 I > .W O j _ ✓r i t. ; i k' \ l ti; F/ '\ © - 'd J H •s,� '�'. Ak.7 ,:''��7R - Jf` _r .Y :r - � '`t - t• 1 _...s! �?•" _ "L, w W, 0, t . z ,� _.� �r �4 -q�� •fe_ _ � ''�' < is . � �� ,_ `�." � �` .�'''- � i� N W I S-2 —1 —1 S-4 _1 —1 S-1 S-2 151 S-1 Tit —1 S-3 —1 S-4 S-1 T-6 S-2 PLANTING NOTES 471 19 67 5 25 5729 60 11 74 13 19 21 61 86 5 4 9 1. CONTRCTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SYMBOL SYMBOL SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH CALL-OUT BOTANICAL NAME COMMON NAME SIZE CITY SPACING COMMENTS ARENOT INSTALLED PER PLAN AND SPECIFICATIONS. CALL-OUT BOTANICAL NAME COMMON NAME SIZE CITY SPACING COMMENTS 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PR REQUIREMENTS, STAKING AND BACKFILL SHRUBS TREES B +O S-1 PHORMIUM TENAX NCN 5 GAL. 558 2' O.C. REQUIREMENTS. "JACK SPRATT" O T-1 LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX 15 20' O.C. STANDARD LL 3. CONTRACTOR SHAFAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES ETC., AND SHALL TAKE SOLE "MUSKOGEE" HYBRID (LAVENDAR) RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANDY DAMAGE OF SAID UNDERGROUND FACILITIES. a S-2 ABELIA GRANDFLORA NCN 5 GAL. 112 4' O.C. (� T-2 DELETED "EDWARD GOUCHER" 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN O S-3 CASSIA ARTEMISIOIDES FEATHERY CASSIA 5 GAL. 275 4' O.C. O T-3 DELETED COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. O T-4 PITTOSPORUM WILLOW PITTOSPORUM 15 GAL. 10 20' O.C. STANDARD 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION ® S-4 TRACHELOSPERMUM STAR JASMINE 1 GAL. 145 2' O.C. PHILLYRAEOIDES OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. JASMINOIDES Oo T-5 DELETED 30 0 30 60 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, 0 S-5 VERBENA PERUVINA NCN 1 GAL. 126 2' O.C. T-6 EUCALYPTUS RED IRONBARK 5 GAL. 36 20' O.C. STANDARD THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF O SIDEROXYLON "ROSEA' scote 1 "- 30' feet ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 0 S-6 FESTUCA OVINA SHEEP FESCUE 1 GAL. 10 1' O.C. T-7 WASHINGTONIA CALIFORNIA FAN PALM 15' TRUNK 10 20' O.C. STANDARD; 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE "GLAUCA" FILIFERA HEIGHT CLEANED do GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. SKINNED m S-7 SEDUM PORK AND BEANS 1 GAL. 241 1' O.C. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE AKJACENT TO PROVATE LANDSCAPE RUBROTINCTUM AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9 S-8 HEMEROCALLIS DAYULY 1 GAL. 115 2' O.C. EVERGREEN/ 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. HYBRIDS YELLOW 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON O S-9 AGAPANTHUS AFRICANUS NCN 1 GAL. 0 18" O.C. SR 210 FREEWAY SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER "PETER PAN" 1,000 SQ.FT. 4 CY. NITROGEN STABILIZED SAWDUST ® S-10 AGAPANTHUS AFRICANUS NCN 5 GAL. 0 3' 0.C. 120 LBS GYPSUM "QUEEN ANNE" CITY ; A L- IP . DESCR TION OF REVISION DATE W. 125 LBS GRO-POWER PLUS Q S-11 CERATOSTIAPPROV GMA DWARF PLUMBAGO 5 GAL. 13 2' O.C. _ - o 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROWNDCOVER PLUMBAGINOIDES L-2 _ CITY OF RANCHO CUCAMONGA E) S-12 PHORMIUM TENAX NCN 5 GAL. 22 2O.C. AREAS, PURSUANT TO CITYSTANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A ' SAMPLE FOR THE CIIYS APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: EARTHWORKS, 13510 CITRUS le "TOM THUMB" of AVENUE, NORCO, CA (909) 538-3321CD PLA CROSS REFERENCES S-13 NANDINA DOMESTICA NCN 9fT L-2 1 GAL. 0 30" O.C. TRACT 16279 N R F R E E E "NANA" ICATALPA[ST SYMBOL LEGEND v -- LANDSCAPE IMPROVEMENTS FOR NOTES AND LEGENDS, SEE THIS SHEET S-14 LANTANA "DWARF WHITE" LANTANA CULTNAR 5 GAL. 0 4' O.C. FOR DETAILS, SEE SHEET 10TREES N FOR SPECIFICATIONS, SEE SHEET L-12 SIT L-3 9fT � TW L-3 CA � E STA. V400 TO *000 end PAIS I $TAIMT o PLANTING PLAN FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 0 S-15 TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GAL. 135 2' O.C. - -1- - - FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 CALL-p cARhEg oft r- E,, SYMBOL VISTA ST - 0 O ® S-16 BERBERIS THUNBERGII JAPANESE BARBERRY 5 GAL. 89 30" O.C. APPROVED BY: DATE: a SIZE QUANTITY "CRIMSON PYGMY" CULTIVAR o ai CITY ENGINEER RCE: 24953 N (gal./box/BM - o ® S-17 NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL. 175 30" O.C. PMorf T w ��4 T �F 0E PLAN PREPARED BY: o No. 3 48 JH lrmr Heal & Foremmi, Inc. y DIAL SHRUBS W S-18 PARTHENOCISSUS BOSTON IVY 5 GAL. 101 15' O.C. N mos cEnRos sr< C) pr . OW bio. fi„o ,&r�,,ft, frac waft BEFORE DAYS CALL-o * Exp. 1 /04 * LA ' ° �xroPREPREER 7W �T3o SLEET TRICUSPIDATA YOU DIG YOU DIG SYMBOL twTS sT 8i3 �� OF SHEET KEY MAP 9TF F �CI� � T HARADA DRAWING N0. 1� z TOLL FREE 1-800-227-2600 CALF RI-k Mom C� �'L Q A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT QUANTITY ISH DATE g 0 370 ME No U ; o O N L J H&F JOB No 01197 SHEET.4a OF to NOTES: I. REMOVE NURSERY STAKES Z. STAKES TO BE PLUMB AND PARALLEL B. STAKE TREE PERPENDICULAR ` IL TO PREVAItING WIND 1 N 0 / I • r W E N � • s E ,�o `. v S JP♦♦, h • TOP OF STAKEa KLOW HEAD OF TREE WHERE: Q SPECIES GROWTH HABIT PERMIT$. WIN TRU NK TOP TE TO BE RACED LOW TOP OF STAKES BELOW HEAD (2) SETS OF CINCH TIES SPACED 24' ASPOM E ON THE TRUNK TO OF TREE WHERE SPECIE'S GROWTH p ALLOW FOR WIND FLIEXM OF THE TREE HABIT PERIWrS. ` = A ART, ATTACH WITH GALVANIZED BUT NOT SO LOW AS TO LOSE SUPPORT MAIN THUNK v TIGHTLY COMPACTED 3" BERM TO FORM SCREWS TO B' LODGE POLES, ORALLOW THE HEAD TO DROP DEPRESSED WATERING BASIN. P DIA. LOVOE POLE PINE STAKES (2y IET3OFCINCH TIES WITH WOOD PRESERVATIVE STAIN, AGED 2r APART. ATTACH v 4' WOOD CHIP MULCH. DRIVE A AMN1 'UM OF 4• INTO W!GALVANIZED SCREWS TO 3' TOP OF ROOTBALL TO UNDISTURBED SOIL AND POSITION 12■ MAXIMUM LODGE POLES. EXTEND 2' ABOVE FINISH GRADE STAKES OUTSIDE ROOT BALL. 2'DIA.LODGE POLE PINE STAKES ARBOR GUARD IN TURF AREAS AND TOP OFROOTBALL TOEXTENDlow 0 WITHWOOD PRP,ERVAINESTAIN, FRONT YARDS. r ABOVE FINISH GRADE DRIVE A MIN.OF 6'INTO UN- TOP OF ROOTBALL TO EXTEND 2' DISTURSEU SOIL AND POSITION ABOVE FINISH GRADE. ORIGINAL GRA STAKES OUTSIDE ROOTBALL. ACTED A-Vv R TIGHTLY COWACTED S'BERM TO FORM IN PPLLACET FOTIGHTL�A�TMNG WATERING BASIN FOR RESIDENTIAL AND BASIN. LOCATED OUTSIDE OF GROUND COY[R INSTALLATIONS. LOCATE PLANT PIT. . OUTSIDE OF PLANT PIT. BERMS IN TURF - ^ AREAS TO BE REMOVED PRIOR TO CITY ROO BALL AQOf PTANCE. NATIVE BACKFILLETEtTHNO ---PLANT PIT TO BE (2)TIMES THE �.. THAN 8GREAT�1 ► WIDTH OF THE ROOT SALL. THAN 3'DtRIaF'T`EFi ;_ __ • -� ��fr� --� - 1 .,r_ .� fryy ii! tv .y PLANT PIT TOBE(2) � TWIFS THE MOTH 0F � ,_ a � � , � i DELETED -* THEFOTS+AII. w .� NATIVE BACKFILL WITH No - a . NATIVE BACKFILL WITH NO ' ROCKS GREATER THAN 3' DEA. ; � ;II � � � .I� ,; ROCKS GREATER THAN 3' � . =.1 � � ,�� -•� ��`�-�<L :. � �. DIAMETER. 4= UND-7URSM WTIVE S01 l x l t` ► F i!C r t , UNDISTURBED NATIVE SOIL. NATIVE SOIL UNDIETLIRRED NOTES' IN" 6= ULL Waiu 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. REMOVE RLWO Y STAKES Of ROOT BALL. DO NOT CRACK ROOT BALL. 2 STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDiG LAR TO PREVAILING WM. TREE GUYING TREE PLANTING TREE PLANTING ON SLOPE SHRUB PLANTNG ABCM.E KT.B. B BCME NLT.& SCAM N.T.B. D SOME N.T.S. NE HALF OF SPACING LIMIT OF PLANTER AREA "00REQUIREMENT V OF COMPACTED WOOD CMP v HARDSCAPING (CONCRETE HEADER, MULCH � ��EXTW� CURB 3 GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE TOPAB NE RMH GRADE ORIGINAL GRADE , NATIVE svc$m L Wr>r No ROOM GREATER THAN 3'DIAMETER 1 3'BERMTK,MLY OOAIPACTED N PLACE TO FORM WATFfPr,BASN r OJ :r Z � UAf t PLANTING NEAR ROCKSCAPE NOTE: F- 1R T BALL 1 E 1 P i 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING AWAY FROM WALKS, WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS SHOVEL CUT EDGE COMPACTED (EXCEPT FOR ROCKSCAPE, WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, PLANT PIT TOOF(TTiME9THE NATIVE SOIL 12" MIN.). WIDTH OF THE ROOT BALL NOTE: 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH FROM WALKS, WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS 1• ALL SHRUBS AND GROLAID COVER TO BE PLANTED AT ECIUAL WHERE PLANTING SPACE IS RESTRICTIVE, TREES WHICH WOULD OTHERWISE REQUIRE SPACING(rRIANG1lAR)UNIT GrHERWISE INDrCATED ON 8' OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4' OF ROCKSCAPE, PLANS. SEE LEGEND FOR SPACING REQ UIR[✓MENTS. PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH NOTES: AS WALKS, WALLS, OR CURBS). WHERE POSSIBLE TREES SHOULD HAVE THE 2 WHERE PLANTED AWACE'NTTO WALLS,WALKS,CUFF OR RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S TREE LIST. SIM LAR UMITATK)NS,ALL SHRUBS AND GROUND COVER 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE UNDISTURBED NATIVE SOIL. $HALL BE PUNTED AT ONE-HALF THE DESIGNATED SPACING SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. THESE STANDARDS CANNOT BE FOLLOWED, THEN IN THE INTEREST OF PROVIDING FROM SUCH LINITIS. SEE LEGEND FOR SPACING REQUIREMENTS. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TREES, WE CAN COMPROMISE ON THE PROXIMITY OF THOSE TREES TO ROCKSCAPE. INTO EDGES AT GROUND COVER AREAS_ TREES MAY BE PLANTED WITHIN 2' OF ROCKSCAPE BUT MUST STILL RESPECT DESCRIPTION OF REVISION DATE CITY NOTES: 3i SPAON13 PEOUIREMM+IENI'3 SHALL GOVERN THE RNAL QUANTITIES CLEARANCES TO OTHER ITEMS MENTIONED ABOVE TREES REQUIRING A MINIMUM 2' o 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED Chi THE PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN 1', JUST TO AVOID /�� o 1. FRAIOTML. DO ACK P6 08�1'AU AO(rri'SAT®('E LEGEND ARE ESTIWTES ONLY. 4. PLACE NO MULCH WITHIN A B' RADIUS OF THE CROWN OF A WOODY PLANT. TOUCHING THE ROCKSCAPE AND HEADER WITH THE TRUNK. CITY OF RANCHO CUCAMONGA C. OF ROOT BALI. DO NOT CRACK ROOT BALL rn 0 TRACT 16279 u cn SHRUB HR PLANTING ON SLOPE PAINGMUL. H LAYER HARDSCAPE PLANTING NOTE LANDSCAPE IMPROVEMENTSS � � C � F1(IwtJ11wD AVHr1� w/o ETMlANDA AVEC SCALE N.T.S. F SCALE KT.S, SCALE N.T.S. SCAUE: KT.B. CAFiIaESI DFBVE Vo FIGHLAItD AVEN>lE N o MIARL.1St STFEET No CARNESI DIM a PLANTING DETAILS T lb 16i, D APPROVED BY: / DATE: oifliCITY ENGINEER IQ! (,/,`(� �a4.� l RCE: 24953 �o Cl PLAN PREPARED BY: rn1 L! io �`No. 38 R'��y� JH BM Iwo �o ► W d CIM B oroml • •spa• Psac ft- DIAL TWO WORKING91730-90-04-NN SHEET BEFORE DAYS BEFORE Ex 1 3 04 9130 axn�,Pt, s�.. ��•�ate, a 91730-90-04-NNYOU DIG YOU DIG *� p }l6 0/ .* LA PrAr�o ""°� „ "�°'+ OF: YOU _i - ATF zI ( IFAET. MDA DRA f NOTOLL FREE c" 1-800-227-2600 C .A A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH DALE RE 000 7-L ;o o in o � J H&F JOB No 01197 SHEET-4-3 OF SPRINKLER IRRIGATION SPECTFTCATIONS 2. Provide one cont.,lter chart for each controller sequenaG d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 11"rectmtgnlar box for ate electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawtngs,or PART 1 -GENERAL. e. NSF(National Sanitation Foundation)approval installed withtn on-grade landscaped areas. Carson industries# pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the 3. The chart shall show the area controlled by the autocratic 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 tate City of Rancho Cucamonga This test shall be 1.01 DI?tiY RIPTI(N� 9. All ftttin . shall bear the manufacturer's name or Trademark,material hydraulic driving,but where an cutting g y lG,oun 4. The Chart is to be a reduced drawingof the actual installed � 5. Use 10"x 10-1/4"round box for all gtrick coupling valves installed $, y n$or breaking of sidewalks accomplished before an d cover is planted. A Scope of Work- Provide all labor,materials, system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson tndu"- es No.910-12B and/or concrete Is necessary,it shall be done and replaced by the tran�cxtatim,and services However,in the event the controller sequence is not legible when the with green bolt-down cower or approved equal. Contractor as a part of the Contract cost. Permission to cut or break s. 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 Litre 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. Cucamcm No hydraulic driving will he permitted under concrete N. Sprinkler Heads: Sot 8 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE L Standards All work and materials shall comply with governing erodes,sdtfety S. The chart shall be a black line or blueiine o valid print and a different with solvent-weld joints when installed in planting areas. i. All sprinkler heads shalt be of the same size,type,and deliver the orders,t muxiards,and regulations,and meet the minimum requiremcoverage ents of color shall be used to indicate the area of cerage for each station. same ate 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 ander full automatic Opel a on for a the edition specificationsandard 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. 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: L The City of Rancho Cucamonga reserves the right to waive or shorted the 1.02 QUALITY ASSURANCE&RIQQUiREMW71.3 mils. 3. Pipe shall be made from NSF approved,Type I,Grade II PVC ration period. compound confornrin to ASTM resin 2• Shy heads shall have a screw adjustment. ole A. Permits and Fees: The Contractor shall obtain and 8 specification D1784. All pipe 1. Routing Of sprinkler Irrigation Vries as indicated f)rt the Drawings is pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details Shawn diagrammatic. Install lines(and various assemblies)in such a 3.08 CIFAN-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. L Manufacturer's Directiorm Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4, Clean-up shall d made as each portion of work pmg shall Refuse and eaccess dirt shall be followed in all cases where the manufacturers of articles used in this �as noted in Paragraphs 1,2,and 3 of this section(2.01 B),all 4. Riser nipples for all sprinkler treads shall be rite same she as The 2. Install NO multiple assemblies in plastic linea Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed Contract furnish directions s where requirements for non-pressure lateral Iine pipe and fittings shall be riser opening in the sprinkler body. with its own outlet• down,and any damage sustained on the work of others shall be repaired to its covering points ria shown In the Drawings and I. Prepare and deliver to the City of Rancho Cucamonga within vert the same as for solvent-weld dicatiaas. pressure main tine pipe and fittings as anginal condition. SPS calendar days prior to completion of construction,two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the same type shall be the same mantif num 3, Install all assemblies specified herein er inin gs o Specifications pertaining respect" o 3.04 FINAL.SITE OBSERVATION PRIOR TO ACCEPTANCE three ring binders containing the following information: C. Ordinances and Regulaticmx All local,muni ctpa]and state laws,and rules A Brass Pipe and Fittings-. O Sleeving. specific items required to complete work,perform such work in and regulations governing or relating to any potion 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 equipatent 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under haridscalx or paved arvas 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#WW-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 complere 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 requirememts of the same however,when these h Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification~V- 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 L 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 G Guarantee statement. required by the above rules and regulations,the provisions of these of Com Tete 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 Specifications and Drawings shall take P operating and maintenance instructions on all E Copper Pipe and Fltttngc gs precedence.. major equipment. Drawings and irrigation Detail sheet. required before final site observation can occur. 5. On PVC to metal connections,the Contractor shall work the metal D 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 Explanation of Drawings: 2. M addition to the above mentioned rstaftttetiartce marrvals,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 trot 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,1516 may he solvent welded. the time indicated: Shall carefullyinvestigate the structural and finished conditions rendered. roPPer> 3. A 117 ooh duplex box stroll n provided with an On/Off switch,and a Iwo 1696 zinc,2496 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 such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished F. GateVatvex to the controller housing. All power within the housing shall be E. LineClearati(e: 1. Pte-Job Conference-7 days Drawings are generally diagrammatic and indicative of the work to be properly phased. 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,avrAd I. Supply as a part of this contract the Mowing Tool : I. Ball Valves 0 1/2"and smaller) 4. A terminal strip shall be provided,dearly 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 sleeves)which shall be installed 3. lateral line and sprinkler installation-24 hours features a Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 ib SWP bronze valve with thre addd adjacent to supply line. Parallel lines shall not be installed disassemblingand adjusting each valve,common,central control}. r one pressure heli Y 1 g type��rrlder and�� 4. Automatic controller installation-24 hours 2. All work called for on the Drawing:by notes o•detatls such be supplW nn this project. ends and shall be equipped with a stainless a prove handle. directly over one another. furnished and installed whether or not specifically mentioned in the h Two(2)four-foot valve keys for operation o e valves. b. Ball valves shall al Nibco t ledS85per 66 or approved equal. Q, Miscellaneous Irrigation Equipment: �i Y $m C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly. S. G>tttrol 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 CL 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 insti-rc fons. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours 3. The Contractor shall snot 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. Z. Resilient Wedge Gare valves shall be epoxy coated and 2, All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hairs obstructions,grade differences,or discrepancies in area dimensions equipped with a 2" exist that might not have been considered in en neerin . Such equipment shall be turned over to the Ci at operating nut. equal. 2. The above mentioned a�°v � g 8i 8 City b. Resilient Wedge Gate valves shall be No.403 RT-RW az 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, y approved equal. PART 3-EXF,C,J ON � supplied b Watts or 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 be installed per detail L When observations have been conducted other than the City of Rancho performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga I revision necessary. G Ick C 1. 1 volt connection to the automatic controller shall be Cucamonga,show evidence in writing of when and b whom these 3.01 OBSERVATION OF SITE CONDrriONS provided by the Contractor. $ y 1.04 PftOIR1Ci'DELIVERY,STORAGE AND HANDLING Qu Coupling Valves: observations were made. 1.03 SUBMITTALS A. All scaled dimensions are approximate. lite Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union n8 pipe and fittings: The Contractor is c ourtorted to exercise works g pressure valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the Ci of Rancho Cucamonga authorities having jurisdiction. C. co site for shall on will commence without"As-Baily record drawings. The A. Handling of PVC I. PPro City 8a 8 l working pressure of 150 P.S.I. contractor shall not Call for a site visit without"As-Built"record drawings, A. Material Hsi care in handling,loads unloading,and storm PVC prior to proceeding with work under this Section. n8, & g pipe and fittings. All without completing previously noted corrections,or without preparing the PVC pipe Sha]) be transported in a vehicle which allows the length of pipe to 2. Qpick coupling valve shall be 8 Remote Control Valves I. The Contractor shall furnfth the articles, lie flat so as not to subject it to funder bending or a concentrated external load $ oliera t e with a quick coupler key. Bey L Contras extreme Care in excavating and waiting near existing utilities The system for said visit equipment,cnacation or M 8 size and type shall be as shcwvn on the hawing: Contractor shall be Bible for damages to utilities which are caused 1. Install where shown on the I)rarrin Where er,allow processes specified by name in the Drawings and Specifications. No many point. Any���1?iT�that has been dented ex damaged will be �� � � �' ����h substitution will be allowed without prior written approval by the discarded,and If installed,shall be replaced with new piping. H. Backflow Prevention Units his operations or neglect. Check existing utilities drawings for existing utility at least twelve(1 Z)inches between adjacent valve boxes. Install each City of Rancho Cucamonga. locations. remote control valve in a separate valve box 1.05 SUBST?TUTTONS I. Backflow prevention unit shall be of size andi d type indicated on the 2. Complete material list stroll be sutintttttd prior to performing arry G Coor'dtrtate installation of sprinkler materials including pipe,so there shall be L Flushing of System: work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitutany egttfptttertt or materials for the with the Drawings irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty' planting e m and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do trees,shrubs,and ground covers. i. After all new sprinkler pipe lines and risers are in place aril CONCRETE SPECMCATIEONS manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2• connected,all necessary'diversion work has been completed,and is a Tele to Wye strainers at backflow preventiorn units shall have a bronzed D. The Contractor shall carefully check all to sats himself that he ox to installation of PART GENERAL guide proper submittal format for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey ffi Y Int sprinter u heads,the control valves shall be #1(>OB or approved equal. safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. hem No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 1.01 Description Use a separate sheet of paper for each item to be submitted. 3. All 3.172 PREPARATION 2. Sprinkler heads shall be installed only after flushing of lite system 1 Backflow Prevent" Febco 82S-Y-BV pressure main line piping between the point of connection and has been accomplished to the complete satisfaction of the city of For concrete information refer to the Staridard Specifications for Public Works the backflow pneventer shall be installed as required by local code. Rancho Cucamonga- Construction(Green Book: Edition the Ci of Rancho Cuchdmon ) Refer to 2. Provide descriptive catalog literature,performance charts and flaw A. Physical layout. per City 2 Auttxrnatic Controller Calsense Er1-24-DR charts far each item to be substituted. The Contractor shall verify with the local governing body as to Y • �'ou Sections 4,201,303,and 400,as well as any other sections related to the installation, material type and installation procedures prior to start of J. Sprinkler Heads per and post installation of concrete work,materials,labor,and clean-up. The construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all presme Standard Specifications for Public Works Construction is available from: 3 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. 1. Install the sprinkler treads as designated on the Drawings Sprinklerapproved. L Check Valves: 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this wok shall be equivalent in all respects BI Building Nees L The City of Rancho Cucamonga shall have the sok to those itemized. 3055 Overland Avenue responsibility th fin$ I. Swing check valves 2"and smaller shall be 200 to installation. Irrigation submittal must be DI lid W.O.G.er disc Los Angeles,75 90034 specffic and complete All items must by or injecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or ruttier disc Z. Spacing of treads shall not 000eed 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--SID,Class A, L Water Supply- Drawings. In no case shall the spacing exceed the maximum boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type N' 1. The irrigation system shall be connected to water supply point(s)of recommended the manufacturer. 1.02 required az submittal informatics. 1.06 GUARANTEE � Scope 3. Equipment or materials installed or furnished without prior approval A. The guarantee fox the irrigation system shall be trade in accordance with the 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings F.I.P.thread inlet and outlet. Internal 3.04 TEMPORARY REPAIRS Furnish and install all CottCreae work complete as irneflcatcd on the drawings or as ement parts shale be stainless steel specified,including but no limited to the following of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary ary Coitdltions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s)sham On The ars,reserves the right to make temporary,i'epalrs as necessary to keep the may be required to rm eove such materials from the site at his awn 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 expense. irrigation system. the Valcon"ADV"or approved equal. caused by actual site conditions. sprinkler system equipment in operating condition. The eioercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors. City shall not relieve the Contractor of his responsibilities under the terms of tine 4. Approval of any item,alternative or substitute indicates only that the L A copy of the Guarantee form shall be included in the operations and C. Electrical Su guarantee as herein specified. L Install all items required by ocher trades which are to be Cast into eortcr>°te. J. Control Wiring: 1�Y: 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 autotrtatk 1. Electrical connections for any and all autrxnatic controllers shall be 3A5 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where samples submitted. G The guarantee form shall be re-typed 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 applicable. shall contain the following infcwmation: burial copper wire AWGU.F.600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all 5. Manufacturer's warranties shall not relieve ti'te Conn-actor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection liability under the guarantee. Such warranties shall only GUARANTEE. FOR IRRIGATION SYSTEM solid copper wire. Pilot wire's shall be a different color wire for each 2. Connections shall he made at the approximate location(s)shown on (2)inch and larger roots occur shall be doge by hand. All roots two(2)inches and supplement the guarantee. autocratic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause lir in diameter,except directly in the path of pipe or conduit,shall be tunneled All finished concrete work shall be bai. caded to pedestrian traffic for three(3)days. 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 he placed imediately after concrete finishing. Contractor shall furnish, L 1�ORD DRAWINGS: free from defects In materials and workmanship,and the work has been completed in valve manufacttttrr's specifications and wire chart )it no case Shur] drying. Where a ditching machine is run dose 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 INSTAL IATION (2)inches in diameter,the will of the net adjacent to the tree shall be hand damage to new construction and replacement or repair of the.wa k shall be made 1. The Contractor shall provide and keep tip-to-datr,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. sett 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 shalt be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be 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- closed within twenty-four(24)hours;and where this is not passible,the side oif the 1.04 Clean-up exact installed locations,size's,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 conthmotz_sty on bottom of trench adjacent to the tree shall be kept shaded with buriap or canvas. 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 Upon completion of all concrete work and before final accerftnee,the Contracux shall This set of drawing:shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or he taped together at intervals of fifteen(I 5)feet layout indicated on the Drawings and as noted. 3.06 FIELD QUALITY CONTROL remove all tools,surplus materials,apparatus,debris,etc.from the site and the site as a record set. replacements within a reasonable time after receipt of written notice from the City,we shall be left in a clean,neat condition acceptable to the Chy 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 cover for all A. Adjustment of the System: 2. The Contractor shalt make neat and iegible rnotations 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 i. The Contractor shall flush and adjust an 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 overspray onto walks, be installed in a location that does not snatch the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. 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(18)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: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2")inches or smaller provide proper and more adequate coverage,the Contractor shall then be transferred to the original record drawing plan at the proper Packs,Rainbird Snap-Tice wire connectors.,or approved equal. Mance make such adjustments prior to planting. Adjustments may also time. ADDRP9SEfk only one splice with each connector seating pack. 5. Provide for a minimum of twelve(I 2)inches for all nor[-pressure include changes in nozzle sizes and degrees of arc as required. lines. 3. Before the date of the final observation,the Contractor shall transfer PTIONE: DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control all information from the"record drawing"print,,;to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of a lghteen(I 8)inches for all control 3. Lowering raised sprinkler heads by the C.otrtractor shall be similar mylar material. Arrangements shall be made through the city PST 2-P'Rflililf:TS 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 IL 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 peri susceptible to traffic loads. shall be similar to those manufactured by Rapidogiaph, Kueffel cit A General Use only new materials of brands and types noted on drawing!, 1. Automatic controller(s)shall be of she and drown on the Esser,or Faber Castell. The dimensions shall be made as to be easilyspecified herein,or approved equals LYPe 5. Rain Bird En sot at valves will be set readable even on the final controller chart(see Section Q. The Drawings. L llackfllling: per manufacturers specification so that each lateral operates at design pressure. original mylar"record drawing"plan shall be submitted to the City of L PVC Pressure Main line Pipe and Fittings 2. Final location of autocratic controller(s)shall be approved by the City 1. The nvrKlws shall not be backfilled until all required tests are L 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 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 parer 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 reference,such as building corners,sidewalk edge's,road 2. Glass 315 pipe shall be made from an NSF approved Type 1,Garde 1, 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 intersecrions,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. pope must meet requirements as set forth in Federal Specification PS L ®ectric Control Valves: areas,humps or other surface irregularities. a. Connection to endsting water lints. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Notes Testing of pressure main lines shall occur prior to b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shorn on 2. A fine granular material backfill will be initiatly 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 d.Routing of sprinkler pressure lines(dimenslov meat 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 along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual now 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 f. Routing of control wiring and locations of all splice ixixeK. 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. to Paving. o, g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4, Sustain presstttr in lines for not less than six(6)hours. If leaks DESCRIPTION OF REVISION DATE CiTY : IL 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, I. Other related i by City 21-70, sprinkler heads,law antis or other construction are necessary, develop,replace joints and repeat test until entire system is proven o equipment as directed the Ci of Rancho M Control Valve Roorx P n planting, rY. watertight. Cucamonga. the Contractor shall make all required adjustments without cost to the CITY OF RANCHO CU CAS ON GAC. 5. PVC solv�errt-weld fittings shall be Schedule 40,1 1-1 NSF approved 1. Use 10"x 10-3/4"rrotmd ticix for all gate valves. Carson Industries city. 5. All hvdrostatic tests shall be made only in the presence of the � S. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover o approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall rn shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed,"red,and approved in not Rancho Cucamonga. Delivery of the sepias will nrelieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings o Conti-actor of the responsibility of furnishing required information shall be of type and Installation methods prescribed by the 2. Use 9-1/2'•x 16"x 11"rectangular box for an electric control vatves. 1. Trenches located under areas where paving,asphaltic concrete,or writing TRACT 1279 -' that may be omitted from the ports. manufacturer. Carson industries#1419-12B with green bolt-down cover or apprared concrete will be installed,shall be backfilled with sand(a layer four -- that Furnish necessary force equal. (4) inches below the pipe and six (6)inches above the pipe)and r5 ISP and all ocher[,est equipment. a C. Controller Charts 7. All PVC pipe must bear the following markings compacted in layers to 9596 compaction,using manual or mechanical LANDSCAPE ' R O�EI� NTS o 3. Use 6"diameter x 8-3/4" tamping devices. Trenches for n e9 7. When the irrigation system is completed,perform a coverage test h1 co deep round plastic valve box for all quick Pi pi g shall be compacted to trot! the presence of the Cityof Rancho Cucamonga to determine if the C 1. As-builn dratw•Ings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coves for HMAND D AVS w/o ETWAN)A AVENUE Cucamongabefore controller sham are b. Nominal of size left in a firm unyielding condition. All trenches shall be left flush coverage planting areas is complete and adequate. Furnish „ prepared. [x cover or approved equal. 8 all materials and perform all work required to correct any CAMESI DRVE 8/0 H LAl+D AVENUE o C. Schedule or class o o, STRET T No CAF Si ME a IRRIGATION SPECIFICATIONS . T APPROVED BY: DATE: c-.7 o l= pIF CiTY ENGINEER .1111111,111111- Id 11. JA( � ,� RCE: 24953 0,o De ., --.j rR_ el S ��EO�� -�P De" PLAN PREPARED BY: ( ® 01 G "?/ �y i o No. 48 .i JH -, rill iILV• DIAL TWO WORKING BEFORE ,'� DAYS BEFORE � , � � �� Public worn N ORARii 91 JO Andnin PL, Ste. 120•Rorclro Qieor<naega, CA 111730.9Dk- 9090 T � c * Exp. 1 /30 04 * LA PREPARE° UNOER 7W S,UPERVtSIo" OF: � YOU DIG You DIG srgl�6 /6 O���r DRAWNG NO. z TOLL FREE e`er . L.: 1-800-227-2600 CM- No - 01 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH A _1617-L oAh 010 oW o � H&F JOB No 01197 SHEET_�OF PLANTING SPECIFICATIONS PART 1 - GENERAL PART 2 - EXEC 'IQN C. Trees and shrubs shall be uvwtuff at a recognized nursery in seem daace 6.04 Responsibility and Coordination. 1.01 Scope of work: 2.01 Protection: good horticulture practices and slall be of the size and caliper normally A. landscape Contractor is sable for the erection d all and berders Yee all plant material delivered to site in a health condition for las Plants shall associated with the container size specified on plans. Removal of all tats, Pe responsible � P P 7 planting. labels, n 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 necessary unoY P P for completing all work, as indicated on the drawings, P not be allowed to dry out+ Bare root stock shall be separated and heeled-in, in most earth approval of the landscape Architect or Cit p ; gs, as reasonable implied, or as or other suitable material until planting. Balled and burlaped plants shall have a root ball PP y' B. No material or methods phall affect the )landscape Austin; or hydroseed delineated in the specifications as follocovered with moist sawdust, wood chips or other suitable material until planting. D. Allplant material delivered to the site showing ins of damage or disease or germination. No material or method shall render a j ws: ob site unsusable for 1.01 Standards: is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 2.02 Installation: accepted and will be replaced at Contractor's expense. All work and materials shall comply with governing codes, safety orders, standards, and 6.05 Non-Selective Herbicides regulations, and meet the minimum requirements of the standard specifications for public Detailed la B. Sizes, of Plums- Shall ) h stated on the Plan. Container stock (1-gallon, � sP P gout of plants within the planting areas ehaII be performed by Contractor and 5-gallon, and 15 gallon) shall have been grow in containers for at least Non-selective contact herbicide and /or nog-selective systemic herbicides (as works construction (green book) latest edition. approved by the Landscape Architect and City prior to planting. one (1) year, but not over two (2) years. recommended by the Pest Control advisor) 1.01 quality Assurance: Soil excavated from planting holes shall be amended to backfill around tees and shrubs 6.06 Selective Herbicides: using the following mixture: B. Substitutions - Substitutions for indicated plant material will be permitted A. All contactors site development work, must be licensed in provided the substitute materials are pproved in advance by the City, and o� o� are made at no additional cost to thea City. Bzcept for authorized variations, Selective pre-emergent herbicides compatible with seed mistycs (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 sabstitute plant materials shall conform to the requirements of these the Pest Control Adviser) 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 course G. Planta Not Approved - Plants not a����d an to be removed from site of construction. (To be used for bidding purposes only, verify with Agronomic Soils Test). immediately and replaced with suitable plast.9 The City reserves the right to It in the opinion d the Pest Control advisor, perennial grasses and weeds existing in C. Contractor shall obtain and keep in force public liability and property damage reject entire lots of plants represented by defected samples. the planting area will require control prior to removal, spay these areas per Pest insurance, during entire course of the construction contract. The amount of Control Advisor's recommendations. insurance shall be determined by City. H. Stake all trees, as per details immediately after planting to prevent wind D. Prior to start. of site development work, the contactor shall notify the landscape darnAge. A. Prior to the installation d the irrigation system remove and dear all weeds architect and city to give starting and completion dates. Contractor shall also and deleterious materials from planting areas L Plant. trees that are to be located in lawn o d cover areas after finish supply the landscape architect and city with the name and telephone number of Allow herbicide to krill all weeds. Bake or hoe aff all dead weeds to a d d 4radts are first established and allow at least calendar days prior to � works construction (green book) latest edition. PART 3 - SOIL PREPARATION AND FINISH GRADING insufflation of said lawns or ground cover to provide for a thorough watering 1'-2' below the surface of the soil. Physically remove all weeds from the site. the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate 3.01 Scope of York: details. 7 - LANDSCAPE MAINTENANCEResponsibilities and Coordination: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 4.03 Soil Amendments: 7.01 Scope of work L. Permits The contactor shall obtain and peak for all permits and inspections incidental to the soil preparation and finish gradin; of all planting and lawn areas Tree Stakes shall be 1 le a tree stakes. See tree staking detail on lana for required by governing authorities for the work to be performed. °� pole � is p Provide all materials, labor and for, or fncldeetal to, as shown on plans, as reasonably implied, or as delineated in the specifications. Soil amendments shall be an recommended in the Agronomic sol report equipment necessary performing B. Existing conditions: The contractor shall verily all conditions and dimensions all maintenance requirements as rewtonRbty implied or as delineated in the shown on the plans at the site prior to commencement of any work under this B. Furnish' placement and 4.034 Tree Stares: specifications including, but not limited to the folloring: contract. The contractor shall verify the location and depth of all underground mgr P grading, of topsoil for backfilling o! planters if required. Maintain all plants and planted areas. utilities prior to start of work. Tree Stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for o! construction. sated areas free d weeds and debris. further information. � � C. Temporary utilities: the contractor shall apply for and pay all cost incurred for all C. Cleaning and finish grading of planters areas and planting areas. Prase trees and shrubs. temporary utilities such as water, electrical power and gas as required by him for 3.02 Topsoil: PART 5 - GROUND COVER AND BEADING PLANTS Fertilized all plants and planted areas. the construction of the project. Temporary services shall be coordinated with the Irrigation- city and other contractors on the job site. A. Existing on-site soils listed as 'acceptable' under 'Site Gradin;' specification. 5.01 Scope of work: Insecticide spaying. reasonably implied, or delineated in the specifications. 702 Fertilisers. D. gg����yy, reference points, and elevations: The contractor is responsible for B. Topsoil imported to site for use as fill, backfill in lanters and mounding, shall be Provide all 1lnaterials and equipment and perform all work necessary for and establ3ahinA all surveys, reference points and elevations required by him, and sandy textured. Silt plus clay content of the soils all be no greater than 15% by incidental to installing all ground cover and bedding plants, as shown on plans, as A, Commercial fertilisers with an analysis of 5-3-1 Gro-corer Plow, and 12-8-8 shown on plans for proper execution of site construction. weight. The boron context of this soil shall be no greater than 1 part per million reasonably implied, or delineated in the specifications. Gro-Pourer Controlled Release Nitrogen, as designated herein, or approved as measured on the saturation extract The sodium absorption ratio (SAR) shall sabatitute as required by the Agronomic soils report. Available from Gro B. Traffic: The contractor in nsible for all temporary trafffic barriers and bet exceed 3.0 mill per centimeter at 25 C. In order to ensure 5.02 Bedding Pluita Power (9N) illi-37� detours required by him for the construction of the project All temporary traffic conformance, samples of the imported solid shall be submitted to an agronomic barriers and detours shall conform to all conditions required by the City or soils lab-oratory, approved b the project Landscape Architect for anal s Perennials and Annuals: Provide healthy container plants from a recognized ung n� PP y P � Pe 9si B. Ammonium Sulfate- Granular form tsnt�atafiig not kis that 21X nftrogea and governing authorities. prior to use. Result of testing to be delivered to City for approval. Soil test to nursery, and of the species and variety shown on plans. 24% sulfur and shall be registered as an agricultoal miner, with the State 1.05 Defective and Unauthorized work: include analysis and recommendation. 5.03 Ground Cover. Department of Agriculture in compliance with Article 2 - 'Fertilizer Matertala,' 3.03 Soil Amendments: Section 1030 d the Agricultural Code. All work which is determined b �spection to be defective in its construction or deficient Ground Cover: Provide ground cover of the species shaven on plans. Ground cover in any of the requirements of a plans and specifications, shall be remedied or removed, All soil amendments shall be as ed in the Agronomic Suits shall be eetkblished and well rooted in flats or similar containers. 7'� General: and replaced by the contactor at his own expense in a manner acceptable to the soils rt furnished b the Cont�racctor. n bfHty/FertfHty landscape architect and City. y Maintenance shall start ima►ediately after hmdtpcape irrigation and planting. 5.04 Mulch: 9.034 Soil Preparation: 1.06 Inspections Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous bomb as they are installed All work on irrigation system shall be complete and inspected for recommended daring the prog. d the work, and continue to maintain them until final acceptance The contractor shall for on n the landsca architect, d and a and, fine di completed, or to rototilling and prior to soil 5.0.5 Coordination.: d total ro' lace on dead or is as directed b the Land" pe inapecti . by otifyfni pe til approval grading P prior �d P project. IteP 7 � P� y Pe governing authorities, 24 hours prior to time of inspection, unless otherwise noted. amendment work. Architect and City representative. Inspections shall be as listed below, but not necessarily in this order. Only the inspection A. Do not have plants delivered to the job site until site conditions are ready pertaining to the project scope of work will apply: After rough grades have been established, prepare all lawn and planting areas by for planting. It planting is delayed, keep plant roots moist and place in a A. Irrigation- Operate brigation system on as estabfisbed pro ram to maintain tillingor cross ripping to a depth of 12". All rock and debris mon than 2" in eheltered location protected from the sun, wind and other dams;iiig all plants and planted areas in a health condition. ,ion ran-off PP�g cP P Pk 7 h'r►[a • �m 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 mon than 1' in diameter shall be removed. maintenance and equipment and/or maintenance per personnel, shall be Irrigations (main line pressure, coverage & systems operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil preparatio and FWnh Grading. Apply, spread, and rototil in all soil amendments as recommended to a depth of installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention d the City. No repairs Plant Material %delivery A placement). 6 . Water area thoroughly after rototilling is complete. Incorporate evenly into other than emergency repairs shall be accomplished without written Inspections sha be as listed below, but not necessarily in this order. Only the inspection the to 4' to 6' the follows for each 1,000 are feet of planting 5.06 Installation: Substantial completion Inspection at completion of landscape improvements) 7 da P � � P � permnanon from the City' P ( P Pe P ) - days. 4 cy nitrolized Redwood or Fir shaving or equivalent Plant ground cover and bedding plants in moist soil and space as indicated on plans. b. Teed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs Gro-power or approved equal arras at intervals not to exceed 10 calendar days. The contactor shall arrange a preconstruction job conference with the Landscape Architect and Each plant shall be planted with its proportionate amount of soils so as to minimize City a minimum of ) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor my deet to remove tach emeentratiiom of weeds manually or by an for bidding purpose, because soil conditions may change drastically from the time removing plants from container. approved herbicide program. 1.07 Guarantees: these specifications were developed to the time the actual soil conditioning take ltegnde planter areas after planting, to restore smooth finish grade and to insure C. Peet Control: all is and anted areas at d maintenance place. Therefore, the Contractor shall obtain his own soils analysis at a me of �y � � ��g A. Plant Materials: 0 trees, shrubs, ground cover, bedding plants and lawn shall be proper surfetce drain A 4 laM of mulch material shall be spread over the entire program and as become thereafter an raved method d one per every 25,000 square feet of planted area. These soil tests shall be �1 7 by approved guaranteed from date of final acceptance of landscape construction Planter area after grade is established. watering shall begin immediately after control, to al lasts and planted areas tree d insects and disease. for periods as follows: conducted by an approved Agronomic soils testing laboratory approved by the mulching. (Gradin; shall accommodate the mulch) Method shall be reviewedbythe P prior to lications. Pest Control project Landscape Architect and City. Copies of the soil test to be provided yy P �y shall include Gopher control Tees 24' hoz & larger 1 year during the Pre-construction job conference. 5.07 Protection: D. Pr®mg' Prune all plants ab designated and directed by landscape Architect, Trees 15 gal. A smaller 1 year 3.05 Finish Grading Shrubs All sizes 120 days Erect temporary fencing or briars to protect planted areas from damage prior to at start of maintenance program and continue to prune planta as directed or Ground Cover 120 days After rototilling operations are complete, grade areas to establish finish grades for final acceptance. as may become necery until the end of the maintenance program. Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after PART 6 - WM ABATET M. Remove trash weekly. Edge ground cover to keep in bounds and trip top Law (sod) 120 days settlement at the end of the project maintenance period. Lawn (seed) 120 days from first mowing Finish shall leave surface of the and uniformly smooth and free of ab lophegrowtea necessary e achieve and overall eves appearance. E:terminate Guarantees begin atter the project acceptance by City and at the end of the 180 Pb y 6.01 Scope of llorlr gophers and moles; repair damage. da maintenance period. Landscape Contractor shall lace and plant all grade change. y P� Pc replace P Provide all material, equipmen and labor necessary to perform all work as indicated PARI 8 - ACCEPfANCB OF PR0�1' materials which have died within the time span stated above, at no cost and within 3.06 Coordination: on plana, av reasonably implied, and as delineated in the specification. 5 days from receiving written notice from the Landscape Architect or City. If 6.01 General• dead material is not replaced and planted within the 5 day period, City may weed abatement wok shall be coordinated with the installation of the irrigation system 6.02 Quality Assurance: replace dead material with new material and charge the Landscape Contactor for rototilling and soil amendment work, and planting. (See weed Abatement Section). Upon Completion of hotanotion, a Janice period of a of 180 days for all expenses incurred. A. The A"Heato 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 contactor shall guarantee all workmenship and PART 4 - TREES AND SHRIIBS 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 ebaradne istics and acceptance of project 4.01 Scope of work: B. All materials and methods must conform to Federal, State, and Local estsbliwhment. Regulations. 1.06 Material and Labor Releases. Provide all material, equipment and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first shown on plans, as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the Upon completion of the work, the Contactor shall present to the City, signed copies of beginning of the establishment period, and the second at the end of the all labor and materials releases for all work performed under Site Development 4.02 Products: establishment period. If plantings an not acceptable at the end of the 180 1.09 Disposal and Clean- A. Nomenclature - Plant names indicated on thedrawings Conform the "Standard Prior to the irnstallation of any weed control materials, the Landscape Contractor shall day period, due to defective maintenance, then continue establiAmest until submit to the Landsca Architect Cit a lief of the weed control materials and all wok meets with the Specifications and can be approved. Remove all waste materials inch excavated material classified as urea table soil Plant Names' established by the American Joint Committee on Horticulture. Pe Architect/City(including P Except for names covered therein, quantities acre intended for use in controlling the weed prevalent and Material), trash and debris generated or encountered during the course of landscape ep crams, the established custom of the nursery is 9u Po � types P B. At termination d establishment period all punt material shall be live, followed. expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor healthy, undamtrged, and free d infestation. Inferior plantings shall be construction, and legally dispose of it. During the course of the work, remove surplus shall furnish the Landscape Contractor and Landscape Architect and Cit data to CITY 3 P Im y replaced and brought to a satisfactory condition before final acceptance d DESCRIPTION OF REVISION DATE AFINRCOVIM materials from the site and leave premises in a neat and clean condition. Clean up and B. Condition - Plants shall be etrieal, cal for varietyand es, sound, demonstrate the compatibility of the weed control materials and methods with the remove all remains debris and surplus materials upon completion of work, lea the �m � �i P y work will be made. All areas sitail be neatly raked and fru d weeds. o �P Po P � healthy, T* ro , free from plant disease, insect pests, or their eggs, and shall intended planting and seed varieties present. ^e ^u premises neat and clean. The site shall be cleaned upon the request of the inspector. have healthy, normal root systems, well-filling their container, buy not to the CITY Vl- RANCHO CAA C) point of being root bound. Planta shall not be pruned at anytime, and in no case11 shall be topped. s TRACT 16279 N' LANDSCAPE IMPROVEMENTS H IAM AVE NW w/o ETYWANDA AVE RX Wtf'81 DRVE s/o FIQEI.AW AVEM.E o 1LEL1.ER 3TF117ET No t,AFW'l" DFM iv a n PLANTING SPECIFICATIONS a � � T CITY ENGINEER ,/U.i�.(.��.G1t RCE: 24953 T.H�9��C'y DEMN PLAN PREPARED BY: o L� No. 3848 � JHr7mrrd �� uN. DIAL _ a� end rrq Ptuwrrs •s�rrerrp Puerc wax8 7 ry BEFORE TWO WORKING * Exp. 11/3 /04 * DRAM 9130 Mdxtn Pl Ste 120 Rmcla Q�camagq CA 917J0 909 �a4 9090 i DAYS BEFORE Jj 1- 16 o �� PREPARED UN" THE SUPERVISION OF: YOU DIG YOU DIG �lF LA � � CAL\� E TOLL FREE I-800-227-2600 R.LII NO. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MH �� T � �'� NO. 7 �, oA7E ME No l q L 3 �,o o � � o � J H&F JOB No 01197 SHEETJ�LOF