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HomeMy WebLinkAbout2072-L DEVELOPER/OWNER AR GRANITE HOME 17891 CARTWRIGHT ROAD 3 4 909-250-9229 IRVINE , 14 LANDSCAPE MAINTENANCE DISTRICm0l"m NO 7 CONTACT: AMY HARRELL WEST OF WARDIVIAN BULLOCK ROAD, LOT A ON EAST SIDE OF COLONBERO ROAD AND WARDIVIAN BULLOCK ROAD ETIWANDA NORTH SPECIFIC PLAN ETIWANDA HIGHLANDS NEIGHBORHOOD —VICINITY MAP GENERAL NOTES SHEET INDEX GENERAL Po NOTES: 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. L�2 CONZaft') i RouNCTION PLAN U° 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PROJECT SITE PUBLIC WORKS CONSTRUCTION. L�3 UOINISTKUlu i uN UETAILO 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L,4 IKKIGATluf"NN t 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL 0 RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND U LO U STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 0 10 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. WILSON AVENUE 0° 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM L=j0 1-0 1 Nu r THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, L�7 r 114 U L—%01; ETAI LM LM WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, LM ETAI CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, BANYAN STREET REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. IN U %Nlvl� i uNL=,8 1R`q` 1GAT10mNkm M CCU MUCTI W, 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. %ftoopl 'ICATI"N" D0 tzullm U %%5 � RECOMMENDATION. *Am.- _19h 11110000 > A TI N 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRE F DIRECTION O CALSENSE REPRESENTATIVE, PHONE NUMBER 0 � f` D 760-438-0525. z w !��` w w 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 E R • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6"DEEP CONCRETE HEADERS F_I HIGHLAND AVENUE • 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,AD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR • AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. •T• • 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. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. No *CON E F R' E S% P N 11 " 1 L I TY" M A P M A I N'T E N A' CONSULTANTS LANDSCAPECIVIL 7 fl =F �� � r - -= w-- AI AENGINEERING ul� ,. SNZ ITE L A I yk 5 43391 Business Park Drive ANU= Suite C4 - - - -- L PE 10221 -A Trademark Street -__� Rancho Cucamonga, CA 91730 Temecula, CA 92590 i -{�` ' Tel; (951 ) 695-3848 �,r, Tel X9091 484-2800 ' Fax; (951 ) 695-3849 WARDMAN BULLOCK ROAD QTY. SIZE Fax (9 0 91 4 8 4-2802 i r _ �r � , J OPEN SPACE _ TREES Platanus racemosa California Sycamore 12 EA 36"box Richard K r u m w i e d e Lagerstroemia x'Muskogee' Crape Myrtle Hybrid 20 EA 24"box CA Lic. #2834 AZ Lic. #29115 Geijera parviflora Austrailian Willow 24 EA 15 gallon NV Lic. #446 r COLONBERO ROAD QTY. SIZE }r TREES RPlatanus racemosa California Sycamore 1 EA 36"box � SEE SHEET L-2 �r Geijera parviflora Austrailian Willow 12 EA 15 gallon O z rr D `! ; AMBLESIDE PLACE CITY. SIZE fi DESCRIPTION OF REVISION TREES DATE APPROVED Platanus racemosa California Sycamore 5 EA 36"box ' ;: � .. � ♦ .. y r ref bq Geijera parviflora Austrailian Willow 11 EA 15 gallas I T Y a f R A CHU C U C AM1ftN' G% A1' U Melaleuca linariifolia Flax.leaf Pa erbark 13 EA 15 gallon � G TRACT 16324 ETIWANDA NORTH C rw TIANA HIGHLANDS NEIGHBORHOOD WEST OF WARDMAN BULLOCK ROAD, LOT A ON THE EAST SIDE OF AMBLESIDE PLACE �, � � N LOT B ON THE SOUTHEAST CORNER OF COLONBERO ROAD AND WARDMAN r BULLOCK ROAD LIVID LANDSCAPE SUMMARY TOTALS AR FO TAG 80 305 SFEET ` . TITLE tiH TOTAL ACRES 1.84 Acres s S �----------- APPROVED BY: DATE LANDSCAPE AREA 71,540 SF P HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 41) 25,948 SF �' q CITY E N G I N E E RCE No. 24593 w0 Kru m 9� 11 m SIDEWALK AREA(UP TO 4'IN WIDTH) 8,765 SF DESIGN ARCHITERRA DESIGN GROUP 44 '� JLP LANDSCAPE ARCHITECTURE c� CP m w c-a SITE PLANNING '` ._._.a' 10221-A TRADEMARK STREET DRAWN SHEET CUCAMONGA, CA 91730 SI IEET rs Signature ` 7-3106 (909)484-2800 FAX: (909)484-2802 1 JL � I j! �_ � Renewal Ddt 11 t4 — �� ' 'p �I .T. I J. Date ��� ANDSCAPE ARCH11 ECTURAL PLANS RA 6 2 r o�' CHECKED DRAWING NO. OF c A��� J RC/J LP DATE 03/31/06 JOB NO. 0524-5 7c281 PROJECT SHEET OF ` ' ` '--------'---------'------'—'-------------------------------'-----------SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS ---- CONSTRUCTION NOTES 0, 1 CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL 00,� BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE 101-011 1 1-011 15 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS TY R' DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. PER CITY 10 ........ .......... W/PL 'A PL 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE LIMIT OF WORK LIMIT OF Wq ww ------- ----------- --------- 2K CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED ell ----------- ---- -- 0 A* BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. PA co cq X: 3. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. co co u2 w CAD coo 02 co D PA �c CAD rm ffmw7mm",a 02 6 I=' tj.. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL RUCTURES. CONTRACTOR SHALL TAKE SOLE PA UNDERGROUND UTILITIES, PIPES AND ST CO QB PA m RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID 17+00 16+00 15+00 PA UTILITIES. lop LOT Aii AMrb_% Lrrz_o`% IpUm`1E P%LACE 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED PA PA 11 JYP_ PA 14-.00 54�`J AREAS AS REQUIRED. REFER TO IRRIGATION PLANS, CONTR. MAY ALSO REFER TO PLANS PREPARED BY JFI INC. FOR ADDITIONAL SLEEVE LOCATION INFORMATION. PA 46i.0i.r, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER 6. LIGN - LIMIT OF WORK 31Y -011 13+00 12+00 TYP 3 14 CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO 7. YP 11 REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS, CURBS, MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 41 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (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 CLEAN-UP. L;uI\jbTRkUueNTIuI\J LELGOki"u"" EXISTING MASONRY BLOCK WALL. PROTECT IN PLACE. (D EXISTING FENCE. PROTECT IN PLACE. (D COBBLE PAVING. SEE DETAIL B (CITY STANDARD 542), SHEET L-3. 591-911 281-011 371-911 321-611 11 TYP z CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. ALIGN ALIGN 0 W/PL W/PL 101-011 7 0 STREET LIGHT PER CITY ENGINEER'S PLANS. LIMIT OF WORK TYP LIMIT OF WORK 1 I �J6 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. 35+00 0,0 \ca 7, ;,� 0 or 0 r -A), SHEET L-3. PA PA TYP cm 1-011 PA Ido TYP 40 E B 2 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. PA 771. LOT 111311 31R 10 PA 9 EXISTING MAINTENANCE ASPHALT DRIVEWAY AND ACCESS ROAD. PROTECT 11 TYP 3 IN PLACE. PA 02. V_ C) CURB AND GUTTER PER CIVIL ENGINEER'S PLANS. PA A64 6" CONCRETE HEADER. SEE DETAIL C (CITY STANDARD 534),SHEE 3 > WOO I lo EXISTING HEADWALL AT STORM DRAIN CHANNEL. Pk TYP PA 50, PROPOSED MASONRY BLOCK WALL BY OTHERS. 12 PA 13 uj 02 b 7 (gs"b LINE OF SIGHT. uj In '1�ql TYR ... 51 A PA 31R tm TYP VA Lew__ 13 Jp Ve 00 13 77 0 -z 0.0!:� Dale 100 PA EDGE OF COBBLE SHALL BE A 6 CONCRETE HEADER,PER CITY STD 542. 65 5 ALIGN CONCRETE HEADER AT THIS -:35 PA LOCATION W/EDGE OF EXISTING FENCE we, `*. POST AND HEADER SHALL FOLLOW B EXISTING EDGE OF ADJACENT ASPHALT A., A c- DESCRIPTION OF REVISION 3. DATE APPROVED I U Omw% A M Om% R I AOmft A PA 011 0- C ITY of RANCHO U UA U NUA TYP 11 14 TRACT 16324 SHEET KEY MAP ETIWANDA NORTH SPECIFIC PLAN ETIWANDA HIGHLANDS NEIGHBORHOOD 13 WEST OF WARDIVIAN BULLOCK ROAD, LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, 3 LOT B ON THE SOUTHEAST CORNER OF COLONBERO ROAD AND WARDIVIAN BULLOCK ROAD CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND UUI\joThUkaTIUi\j FLAI\J SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. 0 CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, APPROVED BY: DATE : underemround Service Alert WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. CITY ENGINEE RCE No. 24593 Call: TOLL FREE ARCHITERRA DESIGN GROUP NJ A DESIGN DID LANDSCAPE ARCHITECTURE SITE P MPW zz r P" L E E A1\j UrIU% rm% EFEr LANNING 10221-A TRADEMARK STREET DRAWN RANCHO CUCAMONGA, CA 91730 SHEET 1 -800 (909)484-2800 FAX: (909)484-2802 FOR NOTES AND LEGENDS, SEE THIS SHEET MPW -4133 ,Z N.T.S. 422 FOR CONSTRUCTION DETAILS, SEE SHEET L-3 RLA NO. 2834 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 CHECKED REVISED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 N.T.S. JRC/JLP DATE 03/31/06 JOB NO. 0524-5 go 7(;z- L PROJ"'ECT SHEET :39 OF � / - ~ - ' ___ CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2% COBBLESTONE SIDEWALK_ ON ) ^ q Q 4 3"MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE BOULDER PER STID BOULDER SIZE AND CASE 2 (LOCATE PER PLAN)542-A 3"MIN SOIL DEPTH AT LOCATION PER PLAN COBBLESTONE EDGE MIN. COBBLE CONCRETE HEADER-1/2"RADIUS If & EXPOSED EDGES AND FINISH PER PLAN 1/2"POLY-FOAM 1 IN LAWN (INSTALL AT GRADE LEVEL AT SWALE EXPANSION CONCRETE 2"IN PLANT BED CROSSINGS) JOINT CASE3 6"1-*—24" 6' 1-*— CONCRETE BED 6"OR 811 FINISH GRADE SEE • 1/2"RADIUS --- 2"MAX. MORTARED STONE SWALE c\j _jLDEPT gff AV' I 4" AVAV' 'v'u" %5�1�DEPT T CID 4"CONCRETE BED CONCRETE CURB • r COBBLESTONE BENEATH COBBLE W/#3 BAR oz :5 2'MIN./4'MAX.RAID. I #3 RE-BAR CONTINUOUS CL Z CURB&GUTTER SEE DETAIL FOR (UNLESS OTHERWISE INSTRUCTED) Er 6"PCC MOW CURB rn ui END CONDITION ADJACENT 0- PER CITY STD,534 UNDISTURBED HARDSCAPE 6"PCC MOW CURB NATIVE SOIL REFER TO PER CITY STD 534 PLAN PLANTER COBBLESTONE I AREA IL HARDSCAPE 4 SIDEWALK HARDSCAPE �2 A JOIN AT RIGHT ANGLES(TYP.) I &MIN. 4'MAX.RAD. EXISTING CURB NOTES: OR WALK NOTES: 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT 1.CONCRETE CLASS 520-D-2500. END CONDITION NOTES: LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: 1.PROVIDE SCORE JOINTS AT 1Y-O"O.C.AND 3/8"EXPANSION JOINTS AT 201-0'O.C. SHOWN.PLACE BEFORE FORMING CONCRETE PAVING. BOULDERS:MAX.3'0"-MIN,1'6" LANDSCAPE ARCHITECT TO APPROVE COBBLESTONES:MAX.18"-MIN.6"WITH ONE FLAT SIDE 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY MAINTAINED 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT TURF. 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI 3.CONCRETE TO BE 520-C-2500 MIN. PAVING ABUTTING BOULDERS.BOULDERS AND SPOT LOCATIONS PORTLAND CEMENT CONCRETE.(NO"DRY-PACK"IS ALLOWED) 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE PRIOR TO INSTALLATION. 5.A SAMPLE AREA,MIN.40 SO.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. 0) TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND 3,ADJACENT CONCRETE PAVING POURED AROUND BOULDER. 6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR, — GROUNDCOVER AREAS. SEE CONSTRUCTION PLAN. LO C? 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. u') 4.90%COMPACTED SUB GRADE. 0 c� 8.ALL COBBLE STONE AREAS SHALL HAVE 6'4"CONCRETE HEADER AS AN EDGE AT PLANTING. 0) 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CD CITY OF RANCHO CUCAMONGA, CALIFORNIA d) N N (D APPROVED BY: STANDARD PLAN APPROVED BY: RIVER WASHED GRANITE STANDARD PLAN APPROVED BY: STANDARD PLAN BOULDER PLACEMENT CONCRETE HEADER LU w U) w COBBLESTONES 542 A 542®A U) 53-r W CITY ENGINEER DATE USE WITHSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I IX R C,E, R C,E, SHEET 1 OF I R C.E, ILL!:�' CITY ENGINEER w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 Ild 1 1 1 At BOLJLDER Fb"%"ky' PA"V"lk '%..A uUbDLE PAVING% uulmN'uKETE HEAru'"* ER RC # 542-A RC # 542 RC #534 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. CA � SCSC�ALE: N/A 7S ALE: N/A LE: SCALE: ALE: A P Yr u m cp rn # Signature 7-31-66 '��Renewal Date Date OF CN DESCIRIPTION OF RNEVISION i DATE AP CITY U,--% f RA 'I\J' CHO u' Uu' l-'\ M0 1'\J' GA MINIM TRACT 16324 "'TH SPE"IFIC PLAINJ ETIWAINUA 1\4Uh u ETIWANDA HIGHLANDS NEIGHBORHOOD WEST OF WARDMAN BULLOCK ROAD, LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, LOT B ON THE SOUTHEAST CORNER OF COLONBERO ROAD AND WARDIVIAN BULLOCK ROAD A b "Mu"' lm\k41 Dow- E T m I L APPROVED BY: OATE :��!546 CITY ENGINEER 11111,e�� RCE No . 24593 DESIGN ARCHITERRA DESIGN GROUP RE ENDED mpw LANDSCAPE ARCHITECTURE SITE PLANNING in 10221-A TRADEMARK STREET SHEET SCALE: N.T.S. DRAWN RANCHO CUCAMONGA, CA 91730 SCALE: N.T.S. SCALE: N/A SCALE: mpw TEL: (909)4842800 FAX: (909)484-2802 CHECKED REVISED RLA No. 2834 DRAWING NO. JRC/JLP DATE 03/31/06 JOB No. 0524-5 c;k,0-7c4)L—L_ PROJECT SHEET .3,1 OF �� � ��� ' . � '' ----------- -- --- ------ -___-.---1 -- - -- -- ------------ -' --'--- ----'----- --'----- - -- - '- -----'- --------- 0 1� I *. .4p- EF 11.1 I � 0 ER. RL.1 T j--o- IRRIGATION LEGEND 10"% .0A ff % OR MODULE (PRS-D) NOTE: c,19,��,,� 6 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 51 .10 30 CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL b"- l,' �e, �� RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30 i VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF N ,%� 0, �<, HIGHEST HEAD ELEVATION:1732.Q7 I PRESSURE TO OPERATE EACH VALVE. ... 2"WIRE SLEEVE V RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6 .40 30 ­­ ­­,... LIMIT OF WORK LIMIT OF WORK , . I � .­­ . . � .�._.�.:.W'_l - 0 0-0 4�-217�7 * -*-A-4:-A7-r . ex-* )1( RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30 :1. .. �- .. . � 19 - , --.:1 .. .,��Il 4�_O_* ,�/ _ I , .0-0-0-0-0 �:, ��y I . .. .. .. _.�-._... ­. .... . � ,:"� 1" 0 pl, * %w ..., '. ) -SAM-PRS-8VAN POP-UP-SPRAY HEAD 8 .70 30- 0 - �.,� �.� .. V RAINBIRD 1812 I _110-1 10 \ \ 3/4" -:.,­.�.,....­1- I �...­,%.­ - .. .-: ..:��:� .:� .:�. �:..�. .- -1 I ::­­`,'­`­`,"" w � ;4� \3/4" 1 0 3/4" 0 -,,)I a .I 4$$) \4/ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10 A0 30 ..,. . I .. . .- : : . :- - I I .,M B"" L E t'"i I r D' E OF`"L A U'w%' E mw_-_� 61m, ...".- . � � � . . --1 `* .. 3/4 ` ---\ / --"----,-. - �� 110 0 \ I . :� Z __ ii 1* 111 111 % ­�.,­ .- 0 1114111 V RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 I % I., 1.�­ � , -.1-11--...­,­­­'!­­. 1. -11 v - .. 10 I -1. .1 . ...,�wj ,, �.­. 111-- ,.�1, . - I I I I % I Alw% 1--%e-% -11-`,,..`- CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE 4*� """k, r-% fir-%IIII ­ I -.1.11 11. S � S ** TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. -_ . ­­�,.,�' �.,.�, 11 ��� �T 1*0 N T R e ON LL E wR` "A" ..%%S 7o -4 .0 .* 11/2"WATER METER lu u,", N T h U L L E m b ��..:L:1�-:I:L�1:-:- '.-". ­'% "'_h�:_:`_:` ­ " 11/2"WATER METER, ----I M I A-1 30 A-5 20 A-9 40 % % 0** I- " rB 5N 40 B-9 ' tB-�13 40 % oo I B 1'**A 40 30 EQUIPMENT ,%��/4" 998 sq.ft. 11/2 2248 sq.ft. H 11/2" DOMESTIC WATER METERS PER CUCAMONGA COUNTY WATER DISTRICT 37 A-2 A-6 A-1 0 'N 23 40 19 23 POINT OF CONNECTION 'A' NOTE : I B-2 ^ B-6 B-1 0 24 POINT OF CONNECTION '13' NOTE : H WATTS FBV-3 LINE-SIZE BALL VALVE 11/211 sq.ft. 11/411 1272 sq.ft. 11/411 1 1292 sq.ft. CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A 1 1/4" 1663 sq.ft. 211 2359 sq.ft. 111411 149 sq.ft. CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A 1% WILKENS 500 SERIES 11/2" PRESSURE REGULATOR I I I NEW 11/2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL NEW 11/2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL r__A I . INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND FEBCO 825-YA 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST\ B-7 * La -1 A-3 INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND rB 3 v 20 A-7 32 INSTALL A 11/2" PRESSURE REGULATOR,A 11/2"BACKFLOW PREVENTER,A 11/411 25 37 rB-1 1*N 39 INSTALL A 11/2" BACKFLOW PREVENTER,A 11/4"FLOW METER,AND A 11/2"MASTER GUARD SHACK ENCLOSURE MODEL#CGS 1 1/411 1457 sq.ft. 1 1/411 1988 sq.ft. FLOW METER,AND A 11/2"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS 1860 sq.ft. 211 2435 sq.ft. 211 2510 sq.ft. VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. SHOWN. FM-1.25B 11/4"FLOW METER A-4 33 A-8 27 STATIC WATER PRESSURE: 155 P.S.I. STATIC WATER PRESSURE: 75 P.S.I. (g SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE SYSTEM DESIGN PRESSURE: 60 P.S.I. B-4 31 B-8 34 B-1 2 40 SYSTEM DESIGN PRESSURE: 56 P.S.I. -A& MAXIMUM IRRIGATION DEMAND: 40 G.P.M. MAXIMUM IRRIGATION DEMAND: 40 G.P.M. I 1/4" 1937 sq.ft. 11/4" 149 sq.11. I Noma 211 2015sq.ft. 211 2361 sq.ft. 211 2262 sq.ft. LER. REF 11.2 [--O-- ET2000-24-LR/RR-TP1- 24-STATION INTERIOR WALL MOUNTED ELECTRIC CONTROLLER TII --I--*-- TP110 INSTALL WITHIN A STRONG BOX METER PEDESTAL, SB-16SS MODEL.5 b 0 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN ** HIGHEST HEAD ELEVATION: Q RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 150' O.C. 0 ASSUMED-1705.001 LIMIT OF WORK LIMIT OF WO it.-C rzzzzzzz/%pp ___1 F ____ - - -APPROVED SCH.40 PVC MAINLINE, PIPE 2"AND LARGER, PVC CLAS I S 315,MIN.COVER 18 � AVL - : ": ­ ­ "' ­ - 4 : ": -7 ­� ": ­: , , ': "': A A * 0 "" " ­ *** � :�, ", "' .0) _* /* *-Z 41-r,., .i k. . -, - �.. .. ... � �, .1. ­� - ..� � vz I , .-*10 I Q�*:'�':,,�':-, .I ----------- 1 r � ,\ ') '11� ­� .I I ­ ., . . 1w -, e__� ogo; _: ..: 7 - . . \ \ 0 C? --�D t.� on (0 UKAU ::,*:.� %,� � � . �:�: , ­­ (1) ._­. L E`% E 0' ' r" �� :,"', - 0 /.// .I .. .., ­., , . '31+00 91 �� .7.:�,�:: 3/4" -� XER. /3/4" a so 16 \ Da 0 04-0 I - Z� . - .1 - 1. - - - - - - - . �_ go 10 � 1-1-1 �,­-.­:, �'., �Oxe;':L� $0 -7 ## :. � i - �1. .1. ­_: ...': ��,�: ...­ ..,.. ..�.. ..... �... ...�: .,�": .��.. . ..: ... (1) -� 3/1 4" -- 09 10 .. .�� .. ... 5 , 00.00 TC A 11 1/4" ��1�.�.­_ 11 . � -���.-Il".�1.1�..��l'.�.".."�'...'r.��r..�'.... -.�.... 0 ��,40� \ All 0 03 "____� go 0 go - - ,r��:ro­ .-.-I .-�'� 0.4 ELEVATIONS PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS ­­. � ': ­ , � , ..,. - � ., :.: ,- ,- I - - :�:.:.�.:,�:� 0 10 (or �r �I\.�L��.. $000 r_ -�, 0# ....'r . i - � -�? " - 111311 t �,:� :` _0. ... ... ... ... .. to - IV � �1: _...: _.�: .�.� .7 h �;O�- 7. �._,: ".,: (D .L� .7 :;: All 10 go ?�o NJ 10 :7.0-- .0 I I ,r� r I a) ,� - - . ill 3 - - )64� .. 0 - .r .11,- ... .� ..�. � -,� _*I " '".. � � I I \ r I G r......,I�-. - - - -e-1. ...,­ . - � ; . , 0 (D " 11/2" Ar :� 0 1 :' :�:. ,11.1- - , ,/ \ \ 11/2" - 1, \\ ,�� k/ (D W I vp - 10 "II& -` \ # r. -I i, ./< �ff -.:::�: �:� _,"""' /4" CD 3/4'2" 1 :` If I 10 104, .1 - ­ - - .- � �� �;Ar 4 U ,A74% : _. , I ' -� :� - .. '�' �� ­I.-,�­. -I--...�.,­.� ��­ /� � � , "' . �,�._.. %L _: �. 40 0 � . , . .1 .1 ly I'*- - .- I.. - .r � OS 10 tofo 7 :,:,:::�:�� � - 0 U) ud � I .:�AQ :,:. ::r,r:�r, :�� :�. N\ V3/4" \ ,3/4" to ,. 10 Z � .! 0 .'. � '�Q .� * -::. : p .... -0 11/4" , ., �,-1-1 - , 3/4' . _N_!!_=.......r- ..., � I .�p :11 'A j 14") 1. ?%, _:&l__ 00 � IF : � ..r . :: � �� , r �44 1> go ... �!! Ir ...,:� is "L_% � "?, :,-� ,!�;� _� : ," -:::: - 2"' 81-14, to o0l, -0 ­� j r - 1.� .�. T. ,,� - 0* - 1# 10 t"I - �:­ `40m) '11k - ,00 B-1 1 ,10*7 �0 oz-o" Ov . Z , \ 3 0 \Oow On i - . , 2" 0 SEE P.O.C.ENLARG ,�� .- - - IRRIGATION NOTES CONTINUED 11 - _ �. 2�- . (D.......'.'....., 4 : ­� ... ­ i, I ,#;,I ` 4 \ "'. x looll 11 . .1 $0 .� . 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF 'lei �. m­-�1:1.1...�� \ ...­:­.*,,: .�...r.r 46)) B-6 10 I,, - WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE - Ili oj ro I ­ :�: 10 * %-_� , , 1A, � . � . .� (D I-.,I-1,� I kL I Si '? 3/ 3/4" . � .-, - '. TOP OF CURB ELEVATION 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. , � .. I � I I- * � . .. tp � AT METER :1688.69' THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY 0�ll,l`k �v%__` 1 1 0* .,x 'I,-- -�`:i ': '' '4 3/4\ (D . . to # .1 ;�p r& THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL _ , 'a - . ... ... -1 mm, " "�TES -m 0 \ _ OwN AT I 0'"" -*Ik\ -1&, '1:1,00 �1:�.,:�� 314�'�L*, __ 4 # # , '� . .- ­ , HK U 1% " , 9*� 11 00 ­�. - . � .:,. , - - - 1p :::. �j :�:..G .. *0 '.1 ... '7: .,.,: I- 04 , .,:_,%W,.,1 .r .1 .1 .1 _1 "I - .. � -.i INSTALLED WITHIN A STRONGBO N", - -%r, . ..1'1-..-..-- ,.,%:'��',�*_ * ­:j:1l::,. e110z :`w,.: .. :�:­ . _ 1. ­­­. �, oole IVA 0* .A . ::,.�::.��.­ ..- ....­�:� 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECT ON �: , - 4 �:,I -:�. . -1` c - THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO 'r*10,,. 11* IV '," 40 B-5 11, B-4 * .e r..:�­­ --w METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF \5V;1�k% - �N , . # - .. - ��tl r. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS . � . I : , 2� TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR % .:::.:. .� � , .0, 1, (IF REQUIRED),FOLLOWED BY BACKFILOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY AND SHALL BE RESPONSIBLE FOR THE POWER HOOK. �, ­.. .4w) �k - I �. e\ ..._r �: �1. 11...... I I A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQU PMENT PER CITY STANDARDS AND I . .. ;.s SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES, ACTUAL LOCATION OF THE FOR BY THE DEVELOPER. , \ w .0- - - ..iml� 1, EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. DESCRIPTION OF REVI I N 'A : \r ..�, \\ ...��.....-­ , I ­ \ ... . � - I I... & �.,. , DATE APPROVED Wood '... ..­:..:::.: . rr- 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO I 0 1� .­::_'': I .... 3. BACKIFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACK CGS R I A , �,.�. . �. , , 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP \4 /-k I T/ . \ ,.: ::. .�� '' .- .,­� ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER U HA W ' U LUUA I !& �1� - ­ . _WU � POSSIBLE. C% I T %Yr r% f " " N Om% 'rig `% om% 0 1 `% " M �, 'r � . � 11 � � - . .r \ . % * - \ . 7\Vv% � , 11+11, I __ - I ... . �, 0 -Ll� \ ... � I OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE.t '. I'., I.- �A \ �', . . 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN TRACT 16324 1 ." -..,. @� - 'L�. A� CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY SCALE: 1" =30' '41 I \ .... ... CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND V, � ,� ETIWANDA NORTH SPECIFIC PLAN w .1� �% . I .� EQUIPMENT,AND ARCHITECTURAL FEATURES. iiiii:iiii i i %a Is . 1. 1� 0 � - 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO SHEET KEY MAP WEST OF WARDMAN BULLOCK ROAD, V, .. ,. 1� ;�/� 'IV'A L Vf E ZE3 I Z I INJ f G N K Fyff COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY f, 11 i ___­­-�- __ L���� I TO THE CITY. 77____jE_ _. M� Lx FPRE I OT E j: . VALVE# C-1 1 0 o-- GPM STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE RE PAI R/RE PLACEMENT,AT NO COST TO THE ".1 L_.j , �11 � _� w I \ � �% x XI.. .." I H -1 I__ '' , , , --11-I " I 'I- � , ,I'] ��1�.... �!� - . . %" CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. L_ -4 " 1 �' , mi uA u . .". I I I � - �i : I-' ­ t_' � " I Tl,ewNN PLAN underground Service Alert . ) N, FOOTAGE 7, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH � .4 -�� r - - 'A, ," ,� __--�7 � , �I.. .., MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND � � ,�� 1:`1-11 1, ,_��,��4­1� APPROVED BY: * D A T E : lt�;�Ie6 14 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL --I 1� ", Z_-, I I CONSTRUCTION. � 11L, /y, " CITY ENGINEER 11,4 RICE No. 24593 +'. A 0, 0 1 1 � 11� I � Y, ,Z� I - We'221 ` - It .-.- !� 1- 1 I 1�1 " - . I � �. � I'll, :� I I, 1, I�, � 7 ARCHITERR _7��' RW � Call- TOLL FREE �. F A 1\4 UmUZ:)b h '*w% E r% 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY 1� DESIGN 1i /1ENDED I... '_.. 0-ft L ` m"N`% e% 2-ft E F E R% EN G Z:) A DE IGN GROUP I'll-, ," ��\N,�,- �/__ 111` I � PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR � I "� ,�_ .. .� k�. SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER I I -A :,". 4�4� 1 1. FOR NOTES AND LEGENDS, SEE THIS SHEET HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL I ­_ I I I �,�_"+1 - I I , r -A TRADEMARK STREET 1 -800 1.1. BE MADE AT NO ADDITIONAL COST TO THE CITY. 1,11/�_ ,_, I� I/"';, �, DRAWN Ill - ,., I �,�' ., , /, ," , L 4 �� \.. - ".... 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE 1, - ,", , .�,'_ � - � ,-1--, -! GHS 422-41 33 - FOR SPECIFICATIONS, SEE SHEET L I �� , ��_ ­ "I "' 41h �.,.. 3 CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL I . 11 l' .1 � -.1- . 11. I I I i FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. �, .",� , ,I- ,' ' ,,-, --l/ I'll.. REVISED RLA NO. DRAWING NO. I "� ­ _�,;_' '­ , ,", �__ w I TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 , .1 / ,�� �,/ JRC/JLP \ l/1�l�JK�k�1 ��D��J�l OF ` �� ��_1­­­._­_ POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO SET TO 1/4`°ABOVE FINISH ASSEMBLY SPECIFIED DEPTH WITH 450 ELLS MULCH PER CITY w w ® GRADE OF SOIL. .< LINE VALVE(2}PLACES SCH 40 PVC MALE ADAPTOR FINISH SOIL GRADE STANDARD,TAPER AW{�Y FRAM HEAD � COAST GUAR`SHA)K SCH 80 PVC UNION CONNECTORS OR EQUAL Q ENCLOSURE CGS-1 "SNAP-TITS"WATERPROOF ,ea e,e,e+, ° OOOOPe °I111/IIIP III ♦000a0♦ee0\\ � ♦ +00\O\ OOeeeee0e♦ 4\\e\\°t•°°04°IOO \ •ee° ! J I I I I I I I;IO I I.P Ie O°\ °O 01%a0 eB•%I WHITE PVC NIPPLE IIP°saseeeaoeaee ea+sca/e aaa\e°!°+aao I/s 11/iP°i o/IiP°/Ie°Ii°I SIIe/I Q � ¢ o�seasaeaaaa la asaa as e! aaa eo a\ ase•sea sea aoa° aes, J n II BLUE U W ELECTRIC CONTROL VALVE °s!e♦e e\ seeas ! se! ao s as °\A106\OeRaa+ea°6A\ae Z 6 THICK X 12 WIDE 1111 111 °./1 /111.1 1111./111// 1111./111. Z _ ROUND PLASTIC VALVE BOX ------//I.•/1.././.III//.°..% i/°I°e i/°�r°i/°i°i a e°i l i e°�°�°i a°�°/°I°i°i s'e i°i°i O I B°I I!I°I°°°I°1 m I I I O°I°I I O 0eI°P°• Z `� PLASTIC VALVE BOX AND LOCKING COVER ETCHED IRRIGATION GATE CONCRETE PAD z ®_ CLOSE NIPPLE .,;a°! .eeeaeee.ee ;a®e aeesaaae , oe°°°e°°°+,eee°•°° .s (CARSON OR EQUAL) LENGTH VARIES PER •e°e O°O a°e°+°O a°+°e°i+°OPO°4♦ a/\/t°O O\°a°a°e°t°\°a°e°e°O °e°e 1e°-------------- W °0 OO a10°O°Y°e/e°O°e°p O/ Cr W __j MARKED WITH IGATION RCV` CD RED) I- - AND ETCHED WITH CONQTROLLER WYE TRAINER SLOPE TO DRAIN AT BLACK z w FINISH GRADE BRASS S MIN.2/° WATERPROOF ALL WIRE o AND VALVE SEQUENCE WITH 60 MESH CONNECTIONS ¢ MONEL SCREEN IRRIGATION CONTROLLER o- tr PVC SLEEVE REQUIRED FOR PIPE THROUGH PIG TAIL EXPANSION z ��- 6 FINISH GRADE -- CONCRETE PAD PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24"LONG) BALL VALVE-1 1/2"OR SMALLER WITH FINISH GRADE EQUAL)WITH PLASTID INTEGRATED "t STAINLESS STEEL HANDLE nrn LOCKING LID.PLACE AT GRADE IN RESILIENT WEDGE-2"OR LARGER WITH . . 90%COMPACTION TURF AREAS AND 3"ABOVE IN SIDEWALK z }® .►' '► REQUIRED PLANT BED. z 2"OPERATING NUT ®vs GATE VALVE ®� Af ® A e° PIG TAIL EXPANSION 3K yc v EPDXY COATED �, � LOOP(MIN.24"LONG} � SCH 80 PVC NIPPLE VALVE NIPPLE-TYPICAL CO (2)PLACES SCOTCH LQK EPDXY FILLED 311 PIG TAIL EXPANSION (MINIMUM 2"LONG) CONNECTORS FOR ALL FLOW LOOP(MIN.24"LONG} *18"MIN. * SCH 40 PVC MALE SENSOR WIRE CONNECTIONS, �c ac (COMMON) „ OR PER ADAPTOR INSTALL SCOTCH LOKS �_ FLOW ( BRASS ANGLE SCH 80 NIPPLE-6 LONG SCH 40®VC 3° LOCAL CODE IMMEDIATELY AFTER BLUE z VALVE W/UNION T X T 90 ELL 3 INSTALLING FLOW METER. OF 14 2 LINE TO SYSTMEMS WIRES � 3 3/4"WASHED Fs ® CRUSHED AGGREGATE MARLEX 90 STREET ELL FROM WATER RED ® 4'p °' z a SOURCE a SCH 80 PVC NIPPLE BLACK MASTER CONTROL ®�.A•' � ®ted' F •8 TO METER OW VALVE SCH 80 PVC UNION MARLEX 90°ELL FL 3/4"WASHED CRUSHED • o. aQ•d .. AGGREGATE TO BE CONTROL&COMMON WIRES NON-PRESSURE z RIDIG PIPE AND RELATED FITTINGS SHALL ELBOW TYPICAL MAINLINE DIA. PLACED TO A DEPTH OF LATERAL FITTING ® BE PER CUCAMONGA VALLEY WATER (2)PLACES FLOW METER SAME AS FLOW g IN FLOW METER AND CID ® ' *° ® DISTRICT STANDARDS.CONTRACTOR SHALL METER SIZE MASTER VALVE BOX. �-- NON-PRESSURE LATERAL LINE •° ✓a;• : VERIFY WITH CVWD PRIOR TO CONSTRUCTION. MAINLINE DIAMETER SAME AR FLOW MINIMUM DISTANCE DOWNSTREAM OF NOTES: METER IZE UNINTERRUPTED PIPE(5X DIAMETER 3/4"WASHED CRUSHED 1. INSTALL PER LOCAL CODES. OF FLOW METER SIZE] BRASS NIPPLE AGGREGATE BASE 2, EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE NOTE: STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(10X PRESSURE SUPPLY LINE 1.LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING, NOTES: O 3. WHEN UNIT IS NEXT TO A STRUCTURE(WALL,BUILDING,ETC.) DIAMETER OF FLOW METER SIZE) LO NOTES: MOW STRIPS AND EDGES OF LAWN. 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. o MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 0 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS. 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. � 4. ORIENT UNIT PARALLEL TO STREET. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. °' 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE INLET ONLY. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES E HARDSCAPING. �, NOTES: 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. o COMPENSATING FEATUREAS PER THE IRRIGATION PLAN. S.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF o 1. MAXIMIZE DISTANCE BETWEEN FLAW METER AND MASTER VALVE. 0 o DISIMILAR METALS. ' �' VALVE NUMBER INSIDE VALVE BOX. N 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 4.HEAD CONNECTION ATB TTM N � 7. VALVE PER STD.519 REQUIRED BEFORE BACKFLOW PREVENTER o 2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCEATTACH PLASTIC WHEN MAINLINE IS 3"OR LARGER. I) FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. CO 5 VALVE NUMBER TO WIRE INSIDE VALVE BIOX APPROPRIATE CONTROLLER AND LO CN CITY OF RANCHO CUCAMONGA, CALIFORNIA Q CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA Q CITYRANCHO CUCAMONGA, CALIFORNIA N N �+.� REDUCED C N APPROVED REMOTE CONTROL VALVE WITH STANDARD POP-UP SHRUBSPRAY HEAD APPROVED BY: ISOLATION VALVE STANDARD PLAN -SIJ'"CE PRESSURE FLOW METER INSTALLATION o W 539 APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN LU BACKFLOW PREVENTER-TYPE SHUT-OFF VALVE & UNION 520 - 3" o r smaller 518 W 517- 516 j I j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET b OF 1 W CITY ENGINEER } W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 Of 1 W R.C.E. �j CITY ENGINEER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STAN BARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A A JAL"FE '0'% H NP Oft#' P Us ffFj% A" H U ff-% H E tr R.C.E. 24953 DATE SHEET 1 OF 1 W R.C.E. SHEET 1 OF 1 W RCE SHEET i OF 1 W R.C.E. rr LINE S"' IZE 1UA t,a LXTE V /_%LVE b m U Im F Lu"W mo P*"'w R'h E,'V, #"E N'T E r R T E R V V 010011111, R E M "T E "T L #E H IU' ZONES SCALE: N.T.S. RC # 518 SCALE: N.T.S. RC # 517 SCALE: N.T.S. RC # 516 SCALE: N.T.S. RC # 520 SCALE: N.T.S. RC # 539 U) W METERED ENCLOSURE 18 STRONG BOX MODEL NO. STAND ALONE CONTROLLER WITH ANTENNA Q MPS-SERIES U) SCH 80 PVC UNION DO ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR TOP ENTRY ENCLOSURE "SNAP TITS"WATERPROOF w z ROUND PLASTIC VALVE BOX& ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING STRONG BOX MODEL N0. CONNECTOR OR EQUAL o LR/RR DOME ANTENNA SB-SS-SERIES COVER ETCHED"PRESSURE REGULATOR" � oJ_. (CARSON OR EQUAL) . PORT LOCATED OUTSIDE OF WIRE SERVICE LOOP(LOOP z FINISH GRADE FINISH GRADE BOX,INSTALLATION/LOCATION CALSENSE CONTROLLER ENOUGH WIRE TO EXTEND WIRE �c m AT GRADE IN TURF AREAS n, 6"MIN. NOTE: PER CITY REPRESENTATIVE. MODEL NO.PER PLANS BUNDLE 6"ABOVE GRADE) 3"IN NON-TURF AREAS 18"MAX. ENCLOSURE TO BE GROUNDED PER COAXIAL CABLE LOCAL CODE. CALSENSE TP110 CALSENSE HARNESS SPLICE BOX COVER WITH 12 OUTLET DUPLEX NON SWITCHED. ® BOARD REGARDLESS LOCKING TOP ETCHED S.B. ® FINISH CONTROLLER Q BE WIRED OF CONTROLLER SIZE. GRADE HOT' TERMINAL STRIPS TO G° AT GRADE IN LAWN AREAS MIN. 3"X 3'X 6"CONCRETE NO OPEN ELECTRICAL WIRING MATCH CONTROLLER 3"I PLANTER BED PRESSURE REGULATOR 33 DNP QUICK �% FOOTING INSTALL A MINIMUM SIZE. COUPLING VALVE ® . , ,. - OF 3"ABOVE GRADE AND SHALL BE CONTROLLER 8 COMMON/CONTROL WIRES ► .a a SLOPE TOP TO DRAIN AT FINISH I _ WITH PURPLE " • a ® MINIMUM OF 2%, ° 6"THICK CONCRETE RUBBER CAP I I a •a ° ' GRADE 2/° FOOTING INSTALL A MIN. PIPE TO BACKFLOW ► A, ;, i` OF 3"ABOVE GRADE AND PIPE FROM 3 3" PREVENTOR STAINLESS STEEL -- 120 VOLT WIRE IN RIGID STEEL ; i . a .' SLOPE TOP TO DRAIN AT METER SCREW CLAMP _ CONDUIT(( LOCAL CODE MINIMUM OF 2%. MINIMUM(3)PLACES _ TO GONTr#OLLER ENCLOSURE o0 � 3/4°'WASHED '_ 3"SCH 40 CONDUIT FOR 12"X 18"GREEN PLASTIC 120 VOLT WIRE IN RIGID STEEL 90° SWEEP ELL "6' COMMON/CONTROL WIRE BOX.CARSON OR EQUAL FL W CRUSHED ' d w a CONDUIT(PER LOCAL CODE) (TYP. _ AGGREGATE BASE �► _ ® TO POWER SIDE OF CABINET ) a ® �• 4 t 120 VOLT WIRE IN RIGID STEEL 90° SWEEP ELL 6" '4 b p ® o''' d ` 20 CONDUITRPER LOCAL CODE) (TYP.) ,8 ® ► +1 SCH 40 BRASS NIPPLE TO METE ENCLOSURE ®pp a �� z SCH 40 BRASS NIPPLE ALL CONNECTIONS SHALL BE WATER TIGHT � "OUTDOOR TYPE"CONNECTIONS. p ®'�►•'A 24"LONG ENCLOSURE MOUNT HEAVY DUTY WEATHER-RESISTANT ELECTRIC METER PER SCE 3/4`°WASHED CRUSHED PHOTO ELECTRIC SWITCH FOR AGGREGATE BASE SECURITY LIGHT CONTROL AS REQUIRED PER PLANS. NOTES: SCH 40 BRASS 90° ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES,LOCATION SECURITY LIGHT TIMER TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 24 VOLT WIRES,TAPED AND SCH 80 PVC 900 SCH 40 BRASS 900 REQUIRED PER PLANS. 2.CONTROL WIRE SEQUENCETO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE BUNDLED AT 15 FT.INTERVALS STREET ELL STREET ELL CONTROL VALVES. 3.RUN FOUR EXTRA WIREUCOLOR:ORANGE)TO FARTHEST RGV ON EACH BRANCH OF THE PRESSURE SUPPLY #4 REBAR STAKE MAINLINE FOR FUTURE U E PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 2 CU.FT.PEA GRAVEL NOTE 0 1,INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. LINE FITTING 24"LONG �, 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR, 0 2.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. LO o ( j o FINISH MIN. 8'GROUND ROD ® 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. N 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. o GRADE 2% 0 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO ° 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. c PRESSURE SUPPLY LINE C, ® y •® • 0) LOCAL RADIO((LR).SYSTEMTO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ► • VA 120 VOLT WIRE IN RIGID STEEL SYSTEM PRIOFF TO ACCEPTANCE. •���, ®` CONDUIT�PER LOCAL CODER 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. o VALVE NUMBER INSIDE VALVE BOX. 0 2 SCH 40 CONDUI TO CONT OLLER ENCLOSU E P' N 6.ONLY TO BE USED IN CONJUNCTION WITH CITY STANDARD 517-B,REDUCED ® NOTE: ® FOR SECURITY LIGHT o 8.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET o 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. � WIRING � C° PRESSURE BACKFLOW PREVENTER TYPE B. CITY RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CD CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA ® N '� Imo- APPROVED BY: STANDARD PLAN CV r" APPROVED BY: C' QUICK COUPLING VALVE STANDARD APPROVED BY STANDARD PLAN I- APPROVED BY: STANDARD PLAN Q APPROVED BY: STANDARD PLAN METER ENCLOSURE o CONTROLLER ASSEMBLY � PRESSURE REGULATORVALVE W 536 _ INSTALLATION - TYPE A 24 VOLT SPLICE BOX 540 W 519 _ 522 W 524 W W > W CITY ENGINEER DATE USE 1tVITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 � R.C.E. 24953 W CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W SHEET 1 OF 1 R.C.E. SHEET 1 Of 1 W R.G.E. � R.C.E. 24953 sHEET 1 of 1 � a.c.E. 24953 E G LAT 0""" R 2`4 "v"U"LT E"P`L I C%E PRES6URE Fm U U U I Kr C 0 OUO F"L E rt-1 VAA L Vff E METER E1kN110`L`%%E%1,jURE CN 0"INI T OF-3 00" L L E rr"1% U MID SCALE: C #536 SCALE: N.T.S. C #524 SCALE: N.T.S. RC #522 SCALE: N.T.S. RC #540 SCALE: N.T.S. C #519 .OF RANCHO CUCAMONGA NGA ___ CITY®F RANCHO CUCAMONGA- CITY -` ARD APING(SEE PRESSURE CALCULATION FORM PRESSURE CALCULATION FORM �I,PNp SC AP,�c H SG ( ) Water Meter: Size 11/2" CO ® Water Meter: Size 11/2" i4 �,$, Elevation: 1722.1 Elevation: 1688.69 Static Pressure: High 162 Mid 155 Static Pressure: High 82 Mid 75 `" �' �" _ - Source Of Information: CVWD Source Of Information: CVWD � ` I IIII-III= Phone Number: 909-987-2591 I . I II Phone Number: 909-987-2591 li I -- - Date Of Information: 11-10-05 1�����re Date 0f Information: 11-10-05 7-31-0 , I I IIMIII Renew ate H.G.L.Mean Elevation: 2080 (Required if static pressure unknow) H.G.L.Mean Elevation: 1863 (Required if static pressure unknow) Date II I I ®_ tank within Zone 5 tank within Zone 4 - GLEAN BACKFILL-SEE � =III SPECS.FOR MATERIAL. - - - Water Meter Elevation: 1722.1 1688.69 - I-III I{=III®III- Water Meter Elevation: "� ®F C A�-` { I I 90°x°COMPACTION REQUIRED i 1- 357.9 x .433= 154.9 174.3 x .433= 75.5 ® _I-I III-III =III I I _{I I I ISI I�® Remote Control Valve: A-9 Size 1 1/2° Remote Control Valve: B-5 Size 1 1/2" { I I PROVIDE 6°MIN.OF SAND hI III® Maximum Demand: 40 G.P.M. Maximum Demand: 40 G.P.M. BEDDING AND$NABBING CD N =_{I{ CLEAN BACKFILL-SEE =III •°° '°°'°°°.'.'. °.°.`.`.°.`.`.`.•• • r _ - SPECS.FOR MATERIAL. ElevatlOn Of HlgheS$Head: 1723.5 Elevation of Highest Head: 1705.00 { I .`,`.°.,`,`•`,,°.`..`.. I I N 90%COMPACTION REQUIRED = a I®I III . . `` `..' I II I = Qty. Size Item P.S.I.Loss Qty. Size Item P.S.I. Loss ....... III^ z -III I1= ®' I II CONTROL WIRE SLEEVE NON-PRESSURE LATERAL LINE: 11 1 1/2" Water Meter 3.30 I-I ®_ SCH.40 SNAKE PIPE IN 1 1/2 Water Meter 3.30 I III SIZE PER PLAN INSTALL =III I I® " , ,,• ADJACENT TO PRESSURE TRENCH 1 1/2 Pressure Regulator(Fall-(Jut) 7.00 Pressure Regulator(Fall-Out) • •• •• III= - R.P.Backflow Device 11.50 1 1/2" R.P. Backflow Device 11.50 T N 11 I I ,. .. .. . 'I'. ,, .. ,,.. SUPPLY LINE I I 1 1/2 ... , .. .........• = 1 1/4" Flow Meter .60 DATE APPROVED III III C' PRESSURE SUPPLY LINE: 11/411 Flow Meter 16a 11 1 70 ®I - C ITY of R 12N INC 0 C UA IN U A PRESSURE SUPPLY LINE ®I 1 I SCH.40/CL.315 SNAKE 1 1/211 Master Valve 1 1/2 Master ValveU 1-% A M 0 R SLEEVE-SIZE TWICE I M III- PIPE IN TRENCH 2 1/2" Gate Valve(S) 01 21/2" Gate Valve(s) 01 DIAMETER OF PRESSURE ISI I I I I-=1 I 11 •01 238 21/211 Main Line r SUPPLY LINE _ 154 2 1/2 Main Line 1.22 6'"TYP. -III®I Main Line ® CONTROL WIRES-BUNDLE Main Line TRACT 16324 (�I AND TAPE AT 15'O.C.AND 11 NON-PRESSURE LATERAL {®III I I I I INSTALL ADJACENT TO 1 2" R.G.V.Assembly 1 1 1/2 R.C.V.Assembly 3.30 23 2" Lateral Line y .26 LINE SLEEVE-SIZE TWICE -I I{ I ®_ I I PRESSURE SUPPLY LINE 41' 2ii Latera!Line •47 11' 11/2" Lateral Line .19 I DIAMETER OF NON-PRESSURE 1 LATERAL LINE I ®I' 14 11/4 Lateral Line ,24 III- I---III- PRQVIDE6"MIN.OF SAND 6' 1" Lateral Line .17 24' 1 1/4" Lateral Line •28 T'WN A HIGHLANDS NOTES: I I-I I 6 �P' BEDDING AND SHADING ' " 20 3/4 Lateral Line 60 28' 1" Lateral Line .82 WEST OF WARDMAN BULLOCK ROAD, 1. ALL SLEEVES TO BE SCH 40 PVC. " E FHARDSCAPINGATBOTH ENDS. Fittings LOSS(10%) 2 97 Fittings Loss(100!0) 213 LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, 2.EXTEND ALL SLEEVES 12 BEYOND EDGE 0 RAMPS. Elevation Change: + 3.04 Elevation Change' - 3.56 LOT B ON THE SOUTHEAST CORNER LL(JCOK Q�p NBERO ROAD AND WARD IVIAN 3,ROUTE SLEEVING AROUND HANDICAP 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 (1722.10.1715,08)X.433 (1688.691696.92 x.433 (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). NOTE: 26.97 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 1.PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. Total System Losses: 29.61 Total System Losses: IRK UATI010\1 DETAILSO' 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 30.00 Pressure to Operate Head: 30.00 0 2.PRESSURE SUPPLY LINE:21/2"AND SMALLER 18"MIN.DEPTH Pressure to®perste Head: p 0 0 3.AND LARGER 24"MIN,DEPTH Total Pressure Required: 59.61 Total Pressure Required: 55.97 APPROVED Y: - LO Lowest Static Pressure Available: 155.00 Lowest Static Pressure Available: 75.00 if r wired : 78.00 Pre-Set Regulated Pressure(if required): CITY ENGINES o . 24593 a CITY A CHO CUAOGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA Pre-Set Regulated Pressure( eq ) 18.03 �' � APPROVED BY: STANDARD PLAN Residual Water Pressure: 18.39 Residual Water Pressure: DESIGN ARCHTERRA DESIGN GROUP RE ENDED � APPROVED BY: � STANDARD PLAN TYPICAL SLEEVING o TYPICAL TRENCHING 532 Cit Re uried Residual Water Pressure: F--157-:270:] P LANDSCAPE ARCHITECTURE LU 533 City Requried Residual Water Pressure: 15-20 y qSITE PLANNING U) § 0 L/-%T I Omv& I"Nil ly CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORK$CONSTRUCTIONC A A bow"&Fl E h U6 P 10221-A TRADEMARK STREET SHEET W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION h E L W RCE SHEET 1 OF i W R.C.E. SHEET 1 OF 1 U R U 6 A UU DRAWN RANCHO CUCAMONGA, CA 91730 A on Pw tiSU1m% E L S• ' P. . . ' ' MPW TEL: (909)484-2800 FAX: (909)484-2802 L-5 ,e"" LEE'111NeN ru'"" ET.-OL V U T FF I% E N C%;Or in I N(3"" ff[D"& E T A I L • • SCALE: N.T.S. CHECKED LA o• 2834 RAIG Nth. SCALE: N.T.S. RC #533 SCALE: NIA C #532 SCALE: N.T.S. JRC/JLP DATE 03/31/06 ,TOB No. 0524-5 PROJECT SHEET J41 OF \ J / / ' ------------------------------'--------'----------------------------------'------'----'--'----'.--.---- ------'--- � LOOP HOSES TRUNK NOTES: 1"GREATER (TYP.) THAN DIAMETER 1. AND FILLL CAVITMOVE Y WITH N ERY ROOTBALL . 2. STAKES TO BE PLUMB AND tt PARALLEL. STAKE TREE PERPENDICULAR HARDSCAPING(CONCRETE HEADER, TYING PLAN TO PREVAILING WIND. ` N CURB&GUTTER,SIDEWALK,ETC.) W E 4"OF COMPACTED WOOD CHIP ONE HALF OF SPACING MULCH. TURNBUCKLE(TYP.) NEW RUBBER HOSE OVER WIRE S @���05 _'_ REQUIREMENT AT POINT OF CONNECTION. _ LIMIT OF PLANTER AREA00 FINISH SOIL GRADE 12" GALV.STEEL CABLE SPACED TOP TIE TO BE PLACED AS EQUALLY AROUND TREE- "ARBOR GARD"OR EQUAL IN LOW AS POSSIBLE ON THE TIGHTLY COMPACTED 3"BERM TO FORM COVER WITH 3(4"DIA.X 3' TURF AREAS. TLRPNK TO ALLOW FOR WIND = DEPRESSED WATERING BASIN. CLASS 200 WHITE PVC PIPE. FLEXING OF THE TREE.BUT TOP OF STAKES BELOW NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO w� 4"WOOD CHIP MULCH. TIGHTLY COMPACTED 3"BERM SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. EXTEND 2"ABOVE NO WOOD GRIP MULCH SHOULD BE �r TOP OF ROOTBALL TO TO FORM WATERING BASIN FOR THE HEAD TO DROP. MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN c� EXTEND 2"ABOVE RESIDENTIAL AND GROUND FINISH GRADE COVER INSTALLATIONS. ((2 SETS OF CINCH TIES SPACED 24" OVER THE ROOTBALL. �, M A�ART,CONVEX SIDE AGAINST TREE FINISH GRADE TURF 4"WOOD CHIP MULCH IN 4 Is r, TRUNK.ATTACH WITH GALVANIZED PLANTER,SHOULD NOT BE SCREWS TO 8'LODGE POLES. PLACED OR ALLOWED TO 12"MAX. REMAIN OVER THE ROOT BALL, 2"DIA.LODGE POLE PINE STAKES o WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6"INTO 2" SHOVEL CUT EDGE COMPACTED UNDISTURBED SOIL AND POSITION __ DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE NATIVE SOIL 40 STAKES OUTSIDE ROOT BALL. ON CENTER SPACING ON CENTER SPACING ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB TIGHTLY COMPACTED 3"BERM ABOVE ROOTBALL GRADED EXTEND 2°' DISTANCE EQUAL TO THE ON CENTER TO FORM WATERING BASIN FOR SPACING OF SPECIFIED SHRUB, _ 'PLANT PIT TD BE(2))TIMES THE OOT BALL RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2 TIMES THE - -WIDTN OF THE RM BALL. UNLESS SPECIAL CASE AS DESCRIBED INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO IN NOTE 4.BELOW. OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE " . _ NOTES: AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NATIVE BACKFILL WITH TO CITY ACCEPTANCE. OVER THE ROOT BALL. = _ 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL NO ROCKS GREATER - = NOTE: THAN 3"DIAMETER. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DUCKBILL EARTH ANCHOR 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND �68-DTS.)TOTAL SYSTEM NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. PLANT PIT TO BE(2} R EQUAL -'ROCKS GREATER THAN 3" PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. TIMES THE WIDTH OF IduDIAMETER. THE ROOT BALL. -- :_ 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR UNDISTURBED NATIVE SOIL., AREAS AND FRONT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE. OOT BALL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. NATIVE BACKFILL WITH LO NOTES: o o NO ROCKS GREATER o 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES o NOTES: THAN 3"DIA. N 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE o C\IOF UNROOT BALL.DO NOT CRACK ROOT BALL OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE � i.INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS, LEGEND ARE ESTIMATES ONLY. iO 2. WIRE SHALL BE CLAMPED OR CRIMPED,NOT TWISTED. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS NATIVE SOIL UNDISTURBED o 63 o SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO a TOP VIEW ® o SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. N CITY O RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA r'^ APPROVED BY: ' APPROVED BY: h CA APPROVED BY I' APPROVED BY; STANDARD PLAN TREE GUYING DETAIL STANDARD PLAN DOUBLE STAKED TREE STANDARD PLAN APPROVED BY STANDARD PLAN SHRUB AND GROUND COVER STANDARD PLAN MULCH INSTALLATION 6" BOX OR LARGER a CONTAINER PLANTING W SPACING 5pg 509 503 5 GAL - 24 BOX 502 Cn 506 N CITY ENGINEER W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER CITY ENGINEER W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC 4NORKS CONSTRUCTION SHEET F OF i R.c.E. 24953 SHEET t OF 1 R.C.E. 24953 SHEET 9 OF t W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF t W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R C.E. R.C.E. Cr R.C.E. A oil% M A If It INA 1%1 U 11 1 . Uy 1 2 U1 Lm% H UOYER %.A Tr-1 1 T I I our"I NUE B 1 P L A N T I IN is' B "' PA" I & " L : N.T. SCALE: N.T.S. RG # 509 At TREE I N E E P UVL b SHmu ti N1 U nw� SG RG # 503 SCALE. N.T.S. RG #502 SCALE: N.T.S. RG # 506 SCALE. N.T.S. RG # 508 N W E STORM DRAIN( CATCH BASIN BCR \��� UNDERGROUND S UTILITIES 5' MIN. TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD SIDEWALK UTILITY ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH = POLE S.L. BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. OR ALLOW THE HEAD TO DROP. MAIN TRUNK `I L" (2)SETS OF CINCH TIES SPACED METER 10' 5 w * 2�"APART,CONVEX SIDE AGAINST / TOP OF ROOTBALL TO EXTEND 2" MIN. MIN, TREE TRUNK,ATTACH WITH ABOVE FINISH GRADE,TAPER FILL 5' CURB AND GUTTER GALVANIZED SCREWS TO 2" ` FROM TOP OF ROOT BALL TO F.G. 12"MAKLODGE POLES. ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS MIN 2"DIA.LODGE POLE PINE STAKES GREATER THAN 3"DIAMETER. TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, 2"ABOVE FINISH GRADE DRIVE A MIN.OF 6"INTO UN- 3"BERM TIGHTLY COMPACTED OE NG BASIN. R DISTURBED SOIL AND POSITION W STAKES OUTSIDE ROOTBALL. SIDEWALK 90 Is z ORIGINAL GRADE 3"BERM TIGHTLY COMPACTED FH DRIVE Sl IN PLACE TO FORM WATERING - I APPROACHU 0 �p BASIN.LOCATED OUTSIDE OF < PLANT PIT. � ROOT BALL 5' S' CURB AND 5' 10' 10' MIN. MI GUTTER MI MIN. I NATIVE BACKFILL WITH PLANT PIT TO BE(2y TIMES THE UNDERGROUND �D STRUCTURE eg. NO ROCKS GREATER _ _ WIDTH OF THE R08T BALL. TRANSFORMER VAULT. W THAN 3"DIAMETER NO WOOD CHIP MULCH z W ROOT BALL SHOULD BE PLACED OR _j z PLANT PIT TO BE 2} n n ALLOWED TO REMAIN _j TIMES THE WIDTH OF OVER THE ROOTBALL. NOTES: FF-•I a ° a F-cC THE ROOT BALL A d 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. W p ll.l a a A W f � Zn a d pa � NO WOOD CHIP MULCH 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT CL z SHOULD BE PLACED OR CRITERIA AS APPROVED BY TRAFFIC ENGINEER. W Q a a a A fi r (-W ALLOWED TO REMAIN OVER UNDISTURBED NATIVE SOIL, 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND CC cc. U?U THE ROOT BALL. Y FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY OWNED WATER&SEWER LATERAL LINES. UNDISTURBED NATIVE SOIL. NOTES: M 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY Q- C? 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. ® W 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE o _I NOTES: OF ROOT BALL.DO NOT CRACK ROOT BALL. rn 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CO - Q LL 1.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL ENGINEERING DIVISION. Iy„ m 0 2.STAKES TO BE PLUMB AND PARALLEL. � rn 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY co 0 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. o o STANDARD PLANS. rr cc PLANTER COBBLE 47'-611 AMBLESIDE PLACE CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA WIDTH VARIES WIDTH VARIES SIDE PARK WAY � APPROVED BY: STANDARD PLAN APPROVED BY: P» APPROVED BY; WALK PLANTER STANDARD PLAN STANDARD PIAN WIDTH VARIES DOUBLE STAKED TREE ON SLOPE 5®5 CONTAINER PLANTING ON SLOPE 507 TREE PLACEMENT 501 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER 1/ W SHEET 1 OF t W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. W R.C.E. SHEET 1 OF t � R.G.E. SHEET 1 OF 1 P 1 01111, A A A 0-N Px U Ul 11 A 'T 1 " ON'l T ® PN p S G A AF I R% E E 0" J L 0"" P% E S' H R% NUI r b0% U 0% r P E TREE PLAG" EIVIENT Ty L CR `& S%`% " E " 4Q.;E \<r u m w*q, SCALE: /A RC # 505 SCALE: N.T.S. RG # 507 SCALE: N.T.S. RC # 501 SCALE: N.T.S. c.' w n 7t�3ii Fe Renewal at Date --, J C W II­_ - W,z -'� W CL Cc W a O oc . dcc va W p a a A A I A ° a Cc X RISCAPE ASSESSMENT SYSTEM SUMMARY XERISGAPE ASSESSMENT SYSTEM SUMMARY > TRACT 16324 TRACT 16324 r r w - -- =; Q 1. LANDSCAPE(Point Value) POINTS REFERENCE CLAIMF� II. IRRIGATION(Paint Value) POINTS REFERENCE-CLAIMED T F 4 �� - - (Sheet#/Ref.#) (Sheet#/Ref.#) DATE APPROVED 1. Water conserving plants.(20) 20 L-6/1.1 1. Low gallonage irrigation system. (20) 20 L-4/11.1C I T Y o f R A Ir'N' C H Om C U C' A M 0 0% A Q U 2. Turf limited to 25%.(20) 20 L-6/1.2 2. Automatic controller.(20) 20 L-4/11.2 TRACT 16324 R U_ 3. Plants grouped by watering need.(10) 10 L-6/1.3 3. Designed to water plants by 10 L-6/11.311 "'IFIC PLAIN' watering needs.(10) TIWANDA HIGHLANDS NEIGHBORHOOD U v 4. Nardscape(non-irrigated)surfaces.(10) 5 - 4. Soil moisture sensors.(10) WEST OF WARDMAN BULLOCK ROAD, COBBLE PLANTER COBBLE 4' 16 61-611 WARDMAN BULLOCK 6'-61' 4' 5. Permeable paving. (5) - L-6/1.4 LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, WIDTH VARIES WIDTH VARIES ROAD . . 5. Rain sensors.(5) 5 L-4/11.5 LOT B ON THE SOUTHEAST CORNER OF COLONBERO ROAD AND WARDMAN 6Low-water turf varieties (5} - - BULLOCK ROAD PLANTER SIDEWALK PARKWAY 6. Wind sensors.(5) - - WIDTH VARIES 7. Mulch provided in non-ground cover areas.(5) 5 L-6/1.5 "k 'U U PARKWAY SIDEWALK GOBBLE 7. Sensitive to slaps factors.(5) 5 L-4/11.7 PL/% THNI E T A I L%%*j WIDTH VARIES B. Soil amendments.(5) 5 L-6/1.6 s. Reclaimed Or recycled water.(5) APPROVED Y: DAT E Total Points Claimed: 65 CITY ENGINEER RCE No . 24593 (Minimum Points Required: 60) Total Points Claimed: T IC A 0-N& O-w& KAF A r-w& (Minimum Points Required: 60) 60 DESIGN ARCHITERRA DESIGN GROUP REC ENDED MPW LANDSCAPE ARCHITECTURE x/rr-% IAL (.0j"ROSO' S0"& EG`_%T10v` N WAR"U" MENN E3 lum L L U Us r\ n m SITE PLANNING - -" SCALE: N.T.S. DRAWN RANCHO TRADEMARK,CA 91730 SKEET M PW TEL: (909)484-2800 FAX: (909)4$4-2$02 L-7 CHECKED RLA No. 2834 DRAWING NO. JRC/JLP DATE 03/31/06 JOB No. 0524-5 PROJECT SHEET q 3 OF inadequacies of coverage due to deviations from the Drawings,or with the adjoining grade. The Contractor shall set in place,cap and where the system has been willfully installed as indicated on the d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves pressure test all piping under paving prior to the paving work. sequence. installed within on-grade landscaped areas. Carson Industries# Drawings when it is obviously inadequate,without bringing this to IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controllerq IR e. NSF(National Sanitation Foundation)approval the attention of the City of Rancho Cucamonga. This test shat e SPRINKLER 1419-128 with green bolt-down raver or approved equal. controlled b the automatic controller f. Date of extrusion 2. Generally,piping under existing walks is done by jacking,boring,or accomplished before any ground cover is planted. GENE 3. The chart shall show the area c y hydraulic driving,but where any cutting or breaking of sidewalks PART-1 and shall be the maximum size which the controller door will allow. 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installs and/or concrete is necessary,it shall be done and replaced by the f approval. within on-structure landscaped areas. Carson Industries No.910-128 Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be F1.01 DESCRIPTION 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal o pp tested and adjusted to mast site requirements. with green batt-down cover or approved squat. sidewalks and/or concrete shall be obtained from the City of Rancho e of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the Cucamonga. No hydraulic driving will be permitted under concrete A. Scop drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Nan-Pressure Lateral Line Piping: N. Sprinkler Heads: paving. 3.07 MAINTENANCE necessary to furnish and install the Irrigation System as shown on the when reduced. Drawings and described herein. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 g areas, 1. All sprinkler heads shall be of the same size,type,and deliver the A. The entire irrigation system shall be under full automatic operation or a k tins or b{ueline ozalid print and a different with solvent-weld joints when installed in planting 3. Refer to City Standard 120"Trench Repair"when within Gity streets . period of seven(7)days prior to any planting. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a blas same rate of precipitation with the diameter(or radius)of throw, susceptible to traffic loads. B. color shall be used to indicate the area of coverage for each station. standards and regulations,and mast the minimum requirements of 2. Nan-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown an the Drawings and/or specified orders, g B. The City of Rancho Cucamonga reserves the right to waive or shorten the the Standard Specifications For Public Works Construction(Green Book)latest PVC Schedule 40 with solvent welded joints. in these special provisions. D. Assemblies: 6. When completed and approved,the chart shat!be hermetically operation period. edition. sealed between two pieces of plastic,each piece being a minimum 20 3. Pipe shall be made from NSF approved,Type I,Grads II PVC 2. Spray heads shall have a screw adjustment. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is mils. 3.08 CLEAN-UP 1.02 QUALITY ASSURANCE&REQUIREMENTS compound conforming to ASTM resin specification D1784. All pips diagrammatic. Install lines(and various assemblies)in such a II e completed and approved prior to the final field must meet requirements est forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown manner as to conform with the details in the Drawings. h b p on the drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt Permits and Fees: The Contractor shall obtain and pay far any and all 7. These charts shall p P with an appropriate standard dimension ratio. A. irrigation system. 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed permits and all observations as required. observation of the g y p ° n 2.01 B all 4. Riser nipples for all sprinkler heads shall be the same sits as the with its own outlet. down,and any damage sustained on the work of others shall be repaired to its " and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this sectio ( )� riser opening in the sprinkler bod original condition. B. Manufacturers Directions: Manufacturers directions a g requirements for non-pressure lateral line pipe and fittings shall be p g p y' I e followed in all cases where the manufacturers of articles used in this °t of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as 3. Install all assemblies specified herein in accordance with respective 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE shat b 1. Prepare and deliver to the City g Contract furnish directions covering paints not shown in the Drawings and est forth in section 2.01 B of the Specifications. 5, All sprinkler heads of the same type shall be the same manufacturer. detail. In absence of detail drawings or Specifications pertaining o Co calendar days prior to completion of construction,two hard-cover, Specifications. containing the following information: specific items required to complete work,perform such work in S n a A. The Contractor shalt operate each system in its entirety for the City of Rancho p three ring binders ca g 9 O. Sleeving: D. Brass Pipe and Fittings. accordance with best standard practice with prior approval of City o Ordinances and Regulations: All local,municipal and state laws,and rules het which states Contractor's name,address,and 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by g x sheet City of y of Cucamonga be reworked to the complete satisfaction C a. Inds and regulations governing or relating to any portion of this work are hereby telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe or control wiring shall be Schedule 40 P.V.C.or approved equal. into and mads a art of these Specifications,and their in names and addresses of conforming to Federal Specification#WW-P-351. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and incorporatedp and material item including visions shall be carried out by the Contractor. Anything contained in local representatives. moisture before installation. Installation and solvent welding ro manufactures WW B. The Contractor shall show evidence to the City of Rancho Cucamonga that the p manufactu e p P. Vandal Resistant Controller Enclosure: these Specifications shall not be construed to conflict with any of the above and arts sheets on eve material and equipment 2. Fittings shall be red brass conforming to Federal Specification# methods shall be as recommended by the pipe and fitting a every City has received all accessories,charts,record drawings,and equipment as p b. Catalog p rules, regulations,or requirements of the same.However,when these item installed under this Contract. P-460. manufacturer. required before final site observation can occur. and Drawings for or describe materials,workmanship,or 1. Controller enclosure shall be of size and type shown on the Irrigation Specifications g C. Guarantee statement. tion of abetter quality, standard,or larger size than is E. Copper Pipe Fittings: Drawings and Irrigation Detail sheet. 5. On PVC to metal connections,the Contractor shall work the meta construe q Y d. Complete operating and maintenance instructions on all pp p g connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE required by the above rules and regulations,the provisions of these major equipment.. Drawings shall take precedence. 1. Pips: Type K,hard tampered. 2. A backboard shall be secured to the controller enclosure housing to threaded PVG to PVC,and on all threaded PVC to metal joints. Light n and provide a bass for mounting the automatic sprinkler controller and wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible far notifying the City of Rancho Specifications g manuals provide terminal strip. Cucamonga in advance for the following observation meetings,according to f Drawings: 2. In addition to the above mentioned maintenance ,p 2. Fittings: wrought copper,solder joint type. oCity'sI with instructions for major pipe may be solvengtuwelded.e threaded PVC adapters into which the the time indicated: D. Explanationg the maintenance personnel Scall of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho 3. A 117 volt duplex box shall be provided with an On/Off switch,and a 1. Due to the g 3 Joints shall be soldered with silver solder,45%silver,15%copper, 1. Pre-Job Conference-7 days in sleeves straw which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Meta{conduit shall run from the 117 volt supply offsets,fitting, rendered. E. Line Clearance: carefully investigate the structural and finished conditions to the controller housing. All power within the housing shall be 2. Pressure supply tins installation-24 hours shall ca y g tin all of his work and plan his work accordingly,furnished F. GateValves: properly phased. 1. All lines shall haus a minimum clearance of six(6)inches from each affecting E. Equipment to be Furnished: fittings,s etc. as work be required r meet such conditions. clearly indicating the proper other and twelve (1 2)inches from lines of other trades,with the 3. Lateral line and sprinkler installation-24 hours such g Y are generally diagrammatic and indicative of the work to be 1. Ball Valves(1 1/2"and smaller) 4. A terminal strip shall be provided, exception of the control wiry sleeve(s)which shall be installs Drawingsg Y g 1. Supply as a part of this contract the following tools: The work shall be installed in such a manner as to avoid points of connection of all appropriate wiring(station valves,master adjacent to pressure supply line. Parallel lines shall not be installs 4. Automatic controller installation-24 hours installed. T e a. Bal{valves shall be a 125 Ib SWP bronzy valve with threaded value,common,central control). directly over one another. Conflicts between the irrigation system,planting and architectural a. Two(2)sets of special tools required for removing, features. disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steal handle. 5. Control wire installation-24 ours supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment: F. Automatic Controller Assembly: 6. Pressure supply tins and lateral tins testing-48 hours 2. All work called for on the Drawings by notes or details such be b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail,2 Two installed whether or not specifically mentioned in the 1. Refer to the Irrigation Plans for sizes and types of miscellaneous 1. Install as per manufacturer's instructions. Remote control valves aha ll furnished and C. ( }kes for each automatic controller.Y specifications. �� irrigation equipment. be connected to controller in numerical sequence as shown on the d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2 and larger) 7. Coverage test-48 hours every fins(5)or fraction thereof of each type of quick Drawings. 3. The Contractor shall not willfully install the irrigation system as coupling value installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or 8. Final observation-7 days shown on the Drawings when it is obvious in the field that equipped with a 2"operating nut. approved equal. G. High Voltage Wiring for Automatic Controller: differences,or discrepancies in area dimensions above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as B. When observations have been conducted other than the City these Rancho obstructions,grade 2. The ab - t might not haus been Considered in engineering. Such the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. eARL3_-_�XP�U_ Cucamonga,show evidence in writing of when and by whom these exist Cha g p 1, 12a volt power connection to the automatic controller shall be obstructions or differences should be brought to the attention of the evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. provided by the Contractor. observations were made. City of Rancho Cucamonga. In the event this notification is not City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS performed,the Contractor shall assume full responsibility for any G. Quick Coupling Valves: 2. All electrical work shall conform to local rods,ordinances,and union C. No site observations will commence without"As-Built"record drawings. The SLIVERY STORAGE AND HANDLING A. All scaled dimensions ars approximate. The Contractor shall check and verify authorities having jurisdiction. contractor shall not call for a site visit without"As Built"record drawings, revision necessary. 1.04 PRODUCT DELIVERY, 1. Quick coupling valves shall haus a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga without completing previously noted corrections,or without preparing the 1.03 SUBMITTALS prior to proceeding with work under this Section. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. H. Remote Control Valves: system for said visit. care in handling,loading,unloading,and storing PVC pipe and fittings. All list: PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quirk coupling valva shall be operable with a quick coupler key. Key B. Exercise extreme cars m excavating and working near existing utilities. e 1. Install where shown on the Drawings. Where grouped together,allow A. Materialp p Contractor shall be responsible for damages to utilities which are caused y at least twelve(12)inches between adjacent valve boxes. Install each CONCRETE SPECIFICATIONS lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. his operations or neglect, Check existing utilities drawings for existing utility 1. The Contractor shall furnish the articles,equipment,materials,or at any point. Any section of pipe that has been dented or damaged will be � remote control valve in a separate valve box. processes specified by name in the Drawings and Specifications. No discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. PART 1_GENERAL. substitution will be all without prior written approval by the I. Flushing of System: City of Rancho Cucamonga. 1,05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pips,so there shall be g y 1.01 Description irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 1, After all new sprinkler pips lines and risers ars in place and tial list shall be submitted prior to performing any t an equipment or materials far the with the Drawings. tress,shrubs,and ground covers. For concrete information refer to the Standard Specifications for Public Works 2. Complete mate A. If the Contractor wishes to substitute yconnected,all necessary diversion work has been completed,and ll include the manufacturer,model number, s and Specifications,he may do Construction tarsen Book: Edition per the City of Rancho Cucamonga}. Refer to work. Material list aha equipment or materials listed on the Drawing p prior to installation of sprinkler heads,the control valves shall be ( p Y . Although trainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may p y Sections 4,201,303,and 400,as wall as an other sections related to the installation, and description of all materials and equipment to be used g sob providing the following information to the City of Rancho Cucamonga 2. Wye s p opened and full head of water used to flush out the system. Y n other information may be different, the following y rad screwed boy with 60 mesh morsel screen and shall be similar to Bailey safely prorsad before starting work on the irrigation system. per and post installation of concrete work,materials,labor,and Asan-up. The manufacturer for approval: i a aids to ro er submittal format: #100B or approved equal. 2. Sprinkler heads shall be installed only after flushing of the system Standard Specifications for Public Warks Construction is available from: s g p p isfaction of the city o 1. Provide a statement indicating the reason for making the substitution. 3.02 PREPARATION has been accomplished to the complete sat Item No. Description Manufacturer Model No. Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and Rancho Cucamonga. BI Building News the backflow preventer shall be installed as required by local code. A. Physical layout: 3055 Overland Avenue 1 Backflow Preventer Febco 825-Y-BVJ. Sprinkler Heads: Los Angeles,CA 90034 2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to harts far each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation,the Contractor shall size stake out all pressure (310)202-7775 -24-DR c 2 Automatic Controller Calsense ET1 construction. Submit shop drawing for approval. supply lines,routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 1 3. Provide the amount of cost savings if the substituted item is heads to be installed in this work shall be equivalent in all respects 1.02 Scope 3 Master Valve Superior 3100 RCV I. Check Valves: approved. 2. All layout shall be approved by the City of Rancho Cucamonga prior to those itemized. to installation. Furnish and install all concrete work complete as indicated on the drawings or as 4 Etc. Etc. Etc. The Cit of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronzy 2. Spacing of heads shall not exceed the maximum indicated on the specified,including,but not limited to the following: B. y or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber dist B. Water Supply: Drawings. In no case shall the sparing exceed the maximum Irrigation submittal must materials listed on the Drawings and Spec t be specific and complete. All items must by Specifications. and shall meet or exceed Federal Specification WW-V--51 D,Glass A, recommended by the manufacturer. A. Furnish and set all reinforcing steel,bolts,and anchors. listed and should include solvent,primer,wire,connectors,valve, Type IV. 1. The irrigation system shall be connected to water supply point(s)o manufacturer's literature catalog cuts)ars 3.04 TEMPORARY REPAIRS NO copies of manufa ( connection as indicated on the Drawings. B. Install all items required by other trades which ars to be cast into concrete, boxes,etc p 1.a6 GUARANTEE required as submittal information. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shall be stainless steel 2. Connections shall be made at the approximate location(s)shown on The City reserves the right to make temporary repairs as necessary to keep the C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where i Is installed or furnished p pp and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against the Drawings. The Contractor is responsible for minor changes 9 Y applicable. Equipment ar mater a The General Conditions pp Y sprinkler system equipment in operating condition. The exercise of this right b the 3. attached farm. of the City of Rancho Cucamonga may be rejected and the Contractor these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain vales shall be similar to caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the may be required to remove such materials from the site at his own irrigation system. the Valcon"ADV"or approved equal. guarantee as herein specified. 1.03 Protection expense. G. Electrical Supply: II be included in the operations and J. Control Wiring: 3.05 EX{STlNG TREES All finished concrete work shall be barricaded to pedestrian traffic for three(3)days, substitute indicates only that the B. A copy of the Guarantee form aha p or subs Y 1. Electrical connections for any and all automatic controllers shall be Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, 4. Approval of any item,alternativemaintenance manual r uirements of the 1. Except as noted otherwise,connections between the automatic mads to electrical point(s)of connection as indicated an the products apparently inset the eq Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all plans and remove all of his own barricades. Cantractor shall be responsible or any product or p pp Y h information or � and controllers and the electric control valves shall be made with direct Drawings. an the basis of the Contractor's letterhead a damage to new construction and replacement or repair of the work shall be mads and S Specifications shall be re-typed onto the possible care to avoid injury to tress and tree roots. Excavation in areas where two Drawingsp C. The guarantee form Yp samples submitted. shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in without added cost to the City. trot wire conduit within structure shall be mads with AWG-TW (2)inch and larger roots occur shall be done by hand. All roots two(2)inches an con 2. Connections shall be made at the approximate location(s)shown on larger in diameter,except directly in the path of pipe or conduit,shall be tunneled ti shall not relieve the Contractor of his solid copper wire. Pilot wires shall be a different color wire for each the Drawings. The Contractor is responsible for minor changes cause 1.04 Clean-up 5. Manufacturer's warranties GUARANTEE FOR IRRIGATION SYSTEM under and shall be heavily wrapped with burlap to prevent starring or excessive 111111111- liabilityunder the guarantee. Such warranties shall only automatic controller. Common wires shall be white with a different by actual site conditions. drying. Where a ditching machine is run close to trees hawing roots smaller than two color stripe for each automatic controller. Install in accordance with Upon completion of all concrete work and before final acceptance,the Contractor shall supplement the guarantee. t the irrigation system we have furnished and installed is (2}inches in diameter,the wall of the trench adjacent to the tree shall be hand supe g We hereby guarantee that g Y t in valva manufacturer's specifications and wiry Chart. In no case shalt 3.03 INSTALLATION g remove all toots,surplus materials,apparatus,debris,etc.from the site and the site Np SC A p�. free from defects in materials and workmanship,and the work has been completed #14 trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall RD DRAWINGS: Drawings and Specifications,ordinary wea r and tear,unusual wire size be less than be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be shall be left in a clean,neat Condition acceptable to the City. �,p' B. RECO accordance with the g p r A. Trenching: closed within twenty-four(24}hours;and where this is not possible,the side of the Fri •S1��U►p�`��°q �C'� r abuse,or neglect excepted. We agree to repair or replace any defects in material 0 2 Wirin shall occupy the same trench and shall be installed along the nd key u -to date a complete reco d one year from date of g shall provide a p p Burin the period of o y trench adjacent to the tree shall be kept shaded with burlap or Canvas. ro 1. The Contractorp nshi which may develop g p workman p Y me routs as pressure supply or lateral lines wherever possible. �44 � � � �� est of blueline ozaled prints which shall be corrected daily,showing same p 1. Dig trenches straight and support pips continuously on bottom of " acceptance and also to repair or replace any damage resulting from the repairing or �' trench. La pipe to an even grads. Trenching excavation shall follow 3 og FIELD QUALITY CONTROL n Drawings and Specifications and the t the Cit . We shall make such Y p p every Change from the originalg replacing of such defects at no additional casts o y exact installed locations,sizes,and kinds of equipment. Prints for this 3. Where more than one(1}wire is placed in a trench,the wiring shall layout indicated on the Drawings and as noted. t repairs or replacements within a reasonable time,as determined by the City,after beta ed together at intervals of fifteen(l 5)fest. � igna°� the Cit of Rancho Cucamonga at cos make such repairs or p A. Adjustment of the System: purpose may be obtained from Y receipt of written notice. In the event of our failure to ma p - V� f drawings shall be kept on the site and shall be used only p Renewal Oat This set o g replacements within a reasonable time after receipt of written notice from the City,we 2. Provide for a minimum of twenty-four(24)inches cover far all 4. An expansion curl shall be provided within three(3)feet of each 1. The Contractor shall flush and adjust all sprinkler heads for - Q as a record est. the Cit to torsed to haus said repairs or replacements made at ourirrigation lines installed under paving or hardsraping. nze II be of sufficient length at each �� 7-8�t�6 authorize Y P wire connection. Expansion curl aha g and we will a the costs and charges therefore upon demand. valve so that in rays of optimum performance and to prevent overspray onto walks, legible notations on the record expense a pay splice connection at each electric control shall maks Haat and g 3. Provide for a minimum of twenty-four(24)inches rover for all roadways,and buildings as much as possible. OF CN 2. The Contractor drawing progress sheets daily as the work proceeds,showing the PROJECT: repair,the valve bonnet may be brought to the surface without pressure supply lines of three(3)inches or larger in diameter. work as actual) installed. For example,should a piece of equipment disconnecting the control wires. Control wires shall be laid loosely Y 2. If it is determined that adjustments in the irrigation equipment will I be installed in a location that does not match the plan,the Contractor in trench without stress or stretching wire conductors. LOCATION: 4. Provide for a minimum of eighteen(18)inches cover for all pressure provide proper and more adequate coverage,the Contractor shall must indicate that equipment has been relocated in a graphic supply lines of two and one half(2 1/2")inches or smaller make such adjustments prior to planting. Adjustments may also manner so as to match the original symbols as indicated in the SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing include changes in nozzle sizes and degrees of arc as required. irrigation legend. The relocated equipment and dimensions will Packs,Rainbird Snap-rite wire connectors.,or approved equal. Make 5, Provide for a minimum of twelve(1 2)inches for all non-pressure then be transferred to the original record drawing plan at the proper ADDRESSED: only.one splice with each connector sealing pack. lines. time. controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic control e 6. Provide for a minimum cover of eighteen(18)inches for all control accomplished within ten(l 0)days after notification by the City. 3. Before the date of the final observation,the Contractor shall transfer valves will not be allowed without prior approval of the City of wiring. all information from the"retard drawing"prints to a sepia mylar or SART 2 PRODU Rancho Cucamonga. 4. All sprinkler heads shall be set perpendicular to finished grades similar mylar material. Arrangements shall be made through the city 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings. DESCRIPTION V T Y - REVISION I 111% I 0-% I I 00"'l% OM% F_I F I or similar mylar material. All work K. Automatic Controller: susceptible to traffic loads. '.DATE APPROVED for obtaining said sepia mylarY 2.01 MATERIALS in waterproof India ink and applied to the mylar by a 5. Rain Bird on so that values will er set per manufacturers shall be p M & No' A technical pen mads expressly far use on mylar material. Such pen A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown an the B. Backfilling: specification so that Bach lateral operates at design pressure. C ITY o f RAi\jU HU U U UA U 6 shall be similar to those manufactured by Rapidograph, Kueffel& Drawings. specified herein,or approved equals. Esser,or Faber Castell. The dimensions shall be made as to be easily 1. The trenches shall not be backfilled until all required tests are B. Tasting of Irrigation System: see Section C. The 2. Final location of automatic controller(s)shall be approved by the City performed. Trenches shall be carefully backfilled with the excavated TRACT 4° readable even on the final controller chart( } B. PVC Pressure Main Line Pips and Fittings: mylar"record drawing"plan shall be submitted to the City of of Rancho Cucamonga. materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho F K'D N"'I'TH Srtj U 1-J AINJ original y cls ,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. Rancho Cucamonga for approval prior to the completion of the 1. Pressure main line piping for sizes 2 and larger shall be PVC Class Y controller chart. 315 3. Unless otherwise noted on the Drawings,the 120 volt electrical power or stones. Backfill shall be mechanically comparted in landscaped ETIWANA I LAN S N ` H to each automatic controller location is to be furnished by others. The areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per WEST OF WARDMAN BULLOCK ROAD, 4. The Contractor shall dimension from two(2)permanent points of 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, reference,such as building corners,sidewalk edges,road PVC compound conforming to ASTM resin specification D1784. All areas,humps s or other surface irregularities. Nate: Testing of pressure main lines shall occur prior to LOT B ON THE SOUTHEAST CORNER COK PAD NBERO ROAD AND WARDMA intersections,etc.,the location of the following items: pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: 22-70,with an appropriate standard dimension(S.D.R.}(Solvent-weld 2. A fins granular material backfill will be initially plated on all lines. installation of the electric control valves. a. Connection to existing water lines. r-% r-% A-*& A AIRRVA, IL I A IL I r-%, jpw% A01% h '%T I ""a' Pipe) 1. All electric control values shall be the same size and type shown on No foreign matter larger than one-half(1/2)inch in size will be IKKIUATIU!" ' AINU uuNST" UC UN b. Connection to existing electrical power. the Drawings. permitted in the initial backfill. 3. All piping under paved arras shall be tested under hydrostatic c. Gate valves. 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC pressure of 150 pounds per square inch and proven watertight prior d.Routing of sprinkler pressors lines(dimension max.100' Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. 3. Flooding of trenches will be permitted only with approval of the City to paving. S P E U` I F I C'NAT I U i-4 b . . slang routing). of Rancho Cucamonga. rng ro control valves. 4. Schedule 40 pipe shall be mads from NSF approved Type 1,Grade 1 3. Provide and instal!one control valve box for each electric control 4. Sustain pressure in lines for not less than six(6)hours. If leaks DAT E e. Sp p of lies boxes. resins specification D1785. All valva. 4. if settlement occurs and subsequent adjustments in pips,valves, develop,replace joints and repeat test until entire system is proven APPRCIVED D � ` f. Routing of control wiring and locations o p PVC compound conforming to ASTM p (Z", /J, s C n f 9 Quick coupling values. pipe must melt requirements as set forth in Federal Specification PS sprinkler heads,lawn,planting,or other construction are necessary, watertight. IT E- , I E 1.� I V Q . 4 �J 3 g p 9 pp h. Stub-outs for future connections. 21-70 M. Control Valve Boxes: the Contractor shall make all required adjustments without cast to e i. Other related equipment as directed by the City of Rancho City. 5. All hydrostatic tests shall be made only m the presence of the " box for all ate valves. Carson Industries General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN ARGHITERRA DESIGN GROUP RE ENDED Cucamonga. 5. PVC solvent-weld fittings shall be Schedule 40,1 1-1 NSF approved 1. Use 10 x 10 3/4 round 9 D2466. #910-12B with green bolt-down cover or approved squat. Extension G. Trenching and Backfill Under Paving: be backfilled until it has been observed,tested,and approved in M PW LANDSCAPE ARCHITECTURE 111111111 h Contractor Conforming to ASTM test procedure SITE PLANNING r 5. On or before the date of the final field observation,the sleeve shall be PVC with minimum size of six(6)inches. writing. shall deliver the corrected and completed sepias to the City of 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings 1. Trenches located under areas where paving,asphaltic concrete,or 10221-A TRADEMARK STREET SHEETL-8 2, Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. concrete will be installed,shall be backfilled with sand(a layer four 6. Furnish necessary force pump and all other test equipment. DRAM TEL:RAONCOHO$280®DFAX (909)484-2802 Rancho Cucamonga. Delivery of the sepias will not relieve the shall be of type and installation methods prescribed by the f^ v v Contractor of the responsibility of furnishing required in manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved (4)inches below the pips and six (6}inches above the pipe}and fitted from the tints. equal• compacted in layers to 95%compaction,using manual or mechanical 7, When the irrigation system is completed,perform a coverage test in that may be am p tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the CHECKED LA O. 2834 DRAWING N O. 7. All PVC pipe must bear the following markings: 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quirk the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish 03/31/06 ,� NO. x524-� C. Controller Charts: y JRC/JL DAT a. Manufacturer's name coupling valves. Carson Industries#6Q8-12 with green flax-lock left in a firm unyielding condition, All trenches shall be left flush all materials and perform all work required to correct an shall be approved by the City of Rancho b. Nominal pipe size cover or approved equal. PROJECTSE T LL 1. As-bu�lts drawingsPp Cucamonga before controller charts are prepared. C. Schedule or class PLANTING SPECIFICATIONS P _T___1_.-rEN PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: 1.01 Scope of Work: good horticulture practices and shall be of the size and caliper normally 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for 1.02 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. accepted and will be replaced at Contractor's expense. 6.05 Non-Selective Herbicides: 2.02 Installation: All work and materials shall comply with governing codes,safety orders,standards, E. Sizes-of-Plants -Shall be as stated on the Plan. Container stock(1-gallon, and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor Non-selective contact herbicide and/or non-selective s stemic herbicides as For Public Works Construction(Green Book)latest edition. 5-gallon,and 15-gallon}shall have been grown in containers for at least one(1) Y and approved by the Landscape Architect and City prior to planting. year,but not over two(2)years. recommended by the Pest Control Advisor) 1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides: A. All Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and accordance with the laws of the State of California. „. are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as recommended by Native,On-Site Soil with rock no greater than 3 an diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Gro Power Plus,5-3-1 15 lbs/cy B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy specifications. 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the course of construction. Ta be used for bidding p y y g ) G. Plants_-Not-Appr_o�d -Plants not approved are to be removed from site ( g pur oses only,verify with Agronomic Soils Test. immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in C. Contractor shall obtain and keep in force Public Liability and Propertyreject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest After backfilling,construct a 3 earthen berm to form watering basin around each Control Advisor's recommendations. Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. amount of insurance shall be determined by City, H. Stake all trees,as per details immediately after planting to prevent wind damage. A. Prior to the installation of the irrigation system remove and clear all weeds Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. Landscape Architect and City to give starting and completion dates. I. Plant trees that are to be located in lawn or ground cover areas after finish Contractor shall also supply the Landscape Architect and City with the name grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of PART--SQIL RREPARATION_ANDFiNISfi_G.RADINO installation of said lawns or 1"-2"below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge of the work. ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate 1.04 Responsibilities and Coordination: 3.01 Scope of Work: details. PART 7-LANDSCAPE MAINTENANCE A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the Provide all materials,labor and equipment necessar for,or incidental to,performing Soil amendments shall be as recommended in the Agronomic sails reportY g B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if 4.04 Trees Stakes: specifications including,but not limited to the following: work under this contract. The Contractor shall verify the location and depth required. of all underground utilities prior to start of work. q Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. further information. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs. G. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Fertilized all tants and planted areas. PART 5-GROUND COVER AND BEDDING PL p p for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation. by him for the construction of the project. Temporary services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work; D. Survey, Reference Points,and Elevations: The Contractor is responsible for Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizers: Y p B. Topsoil imported to site for use as fill,backfill in planters and mounding, p Y establishing all surveys,reference points and elevations required by him,and shall be sandy textured. Sift plus clay content of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gra E. Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power(909)393-3744. detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project Perennials and Annuals: Provide healthy container grown plants from a recognized B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State 1.05 Defective and Unauthorized Work: to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover: Department of Agriculture in compliance with Article 2-"Fertilizer Materials," 3.03 Sail Amendments: Section 1030 of the Agricultural Code. All work which is determined by inspection to be defective in its construction or Ground Cover: Provide ground cover of the species shown on plans. Ground cover 7.03 General: deficient in any of the requirements of the plans and specifications,shall be remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor acceptable to the Landscape Architect and City. 5.04 Mulch: Maintenance shall start immediately after landscape irrigation and planting. 3.04 Soil Preparation: 1.06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas b planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain g g P 9 Y 9 p 9 Y P g tilling or cross ripping to a depth of 12". All rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shall be removed. maintenance and equipment and/or maintenance personnel,shall be Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection(at completion of landscape improvements) to 6"the following for each 1,000 square feet of planting area: 5.06 Installation: permission from the City. -7 Days. Final Inspection(after maintenance period)-7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs.of Gra-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven(7)days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program, 1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per ever Regrade planter areas after planting,to restore smooth finish grade and to insure Y P Y C. Pest Control: Spray all plants and planted areas at beginning of maintenance A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square feet of planted area. These soil tests shall be conducted b an proper surface drainage. A 4"layer of mulch material shall be spread over the entire Y program and as may became necessary thereafter by an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease. for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching.(Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control job conference. shall include Rodent control. Trees 24"box&larger 1 year 5.07 Protection: Trees 15 gal.&smaller 1 year 3.05 Finish Gradin t1�SC AA g� D. Pruning: Prune all plants as designated and directed by Landscape Architect, Q. F Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior toat start of maintenance program and continue to prune plants as directed or Q °� Krum,, Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program. 04'x, Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after Lawn(sad) 120 days settlement at the end of the project maintenance period. PART._6_-__WEE_R ASATEM T a , cT► Lawn(seed) 120 days from first mowing Remove trash weekly. Edge ground cover to keep in bounds and trim top _U � " ' w n growth as necessary to achieve and overall even appearance. Exterminate � � '�;, Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage. "-Signature Guarantees begin after the project acceptance by City and at the end of the grade change. 7-31-06 new VDate 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCEPTANCE OF P1 ECT all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. (P Date and within 5 days from receiving written notice from the Landscape Architect �Q 8.01 General: j' or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance: OF CN period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all workmanship and P__ART_4_-.TREE_S.AND_SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.08 Material and Labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall 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 Contractor shall present to the City,signed copies of DESCRIPTION T T all labor and materials releases for all work performed under Site Development. 4.02 Products beginning of the establishment period,and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 REVIt I ISION EAPPROVED Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until 1.09 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. Plant Names"established by the American Joint Committee on Horticulture. submit to the Landscape Architect/City a list of the weed control materials andI IL Remove all waste materials(including excavated material classified as unacceptable Except far names covered therein,the established custom of the nurser is quantities per acre intended for use in controlling the weed types prevalent and Y expected on the site,as supplied B. At termination of establishment period all plant material shall be live, L; /--X `% A CIT y o f R A 11%\J1 C H U M 0 IRNI bo followed. soil material),trash and debris generated or encountered during the course of p pp�ed by the Pest Control Advisor. Pest Control Advisor landscape construction,and legally dispose of it. During the course of the work, shall furnish the Landscape Contractor and Landscape Architect and City data to healthy,undamaged,and free of infestation. Inferior plantings shall be TRACT 16324 remove surplus materials from the site and leave remises in a neat and clean demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of p p B. -Condition -Plants shall be symmetrical,typical for variety and species,sound, work will be made. All areas shall be neat) raked and free of weeds. condition. Glean up and remove all remaining debris and surplus materials upon intended planting and seed varieties present. Y healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall �. WA N DAHIGHLANDS' NEIGHBORHOOD completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no WEST OF WARDMAN BULLOCK ROAD, case shall trees be topped. LOT A ON THE EAST SIDE OF AMBLESIDE PLACE, LOT B ON THE SOUTHEAST CORNER OF COLONBERO ROAD AND WARDMAN BULLOCK ROAD PF"J`LA1k\JT11ffi'\JLG" SPE(DIFIUAT 10"N Z03' APPROVED BY: 4 DATE . CITY ENGINES RCE N o. 24593 DESIGN ARCHITERRA MESIGN GROUP REC LADED MW LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A DRAWN RANCHO CUCAMO GA,CA 91E730 SHEET M PW TEL: (909)484-2800 FAX: (909)484-2802 CHECKED RLA No. 2834 DRAWING N . JRC/JLP DAT 03/31/06 JOB No. 0524-5 PROJECT SHEET OF