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HomeMy WebLinkAbout1287-LW.O. -#8810467-10 DEVELOPER/OWNER SHARING THE WORD FELLOWSHIP LANDSCAPE ARC, HI I ECTURAL PLANS7192 Jasper Street Rancho Cucamonga, California 91701 2, (714) 980- 2700 BASELINE ROAD (WEST OF CARNELIAN) LANDSCAPE MAINTENANCE DISTRICT NO. oNE VICINITY MAP GENERAL NOTES SHEET INDEX { '" • a' La Pa t rCARNELIAN •> ELEM SCH. La Gr nde °a Lam 1 COVER SHEET _ c 6 < LomIt Dr ° • rN c > ' cp�� ` Ro d� ALTA LOMA Roberts s Roberds : t E HIGH SCHOOL 46.2 i CITE lie— a H,tiie ;.7.'�; w INA Effjrp-C',—_ t yo C Ah10NGA ; COMA! . tr. I �' a cNPep CREEKSIDE < ('r hod S ' Cf �I P �~ y �` IA. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. Z CONSTRUCTION/PLANTING PLAN • SITE U 3�."` f •1 PARK t••�siP a �5-' r•\ Q ` Calumal�tD Si _ L • U CT er st B. A PERMIT SHALL BE OBTAINED FROM SAN GAQRIEL VALLEY MUNICIPAL WATER DISTRICT PRIOR TO COMMENC- a I Pr do o �r r P Z ` Ana off �►14.,N Calle fy (Pr Nr Calle Ct. cl, �' m ING ANY WORK. O I,Z� a All'S, ' `` Eo— 'Park' De' < aro, - Nln °' ca dlewOod St. dlewood 0!2. 0 Prado St "`li I IS $t ,PYi O vitu-', Y All work shall be performed according to current City standards and the Standard Specifications for Public Works Construction.�� 3 CON N T R S UCTION/PLANTING PLAN �`!� 'M `r a' nvero D < <L \� AN, , St Yew ', �_m 7p v ? StJR _ -�,� ��c „. ° ° N ° ► > 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City Inspector and all such recommendations .f.. '1- m ��EL E;�. v(srA ��,a,<: N .,,_�° �h �r h SCN. from such a report shall supersede soils amendment recommendations shown on the plans. r,,,�,,,,- d T IRRIGATION PLAN E[� 1`;114 ayi m > j... Vla y o rn o ; °p s • ` < : > n Hue ted < < <\ k n m < < He 2 4. Upon completion of installation, a maintenance period of leo, ONE HU DRED & EIGHTY days is required prior to final acceptance of the - 011h`TkY'o ' v In s inv,a n ST �' Q PtiJ r �`OCk W ,3Blrtn work by the City. Maintenance shall include mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, t1:=., (;N + . a o + CLUB. a • ,,. • m Q •� r M rap d•; Red H?,i 9 l Q P, Slmm n > Calle ��co�m �a 1, C a ue rada0 Cluo o, - • re z a q ; �_� c ,� �;•, nartl�n Q c _,_ � Ouebre a J Gr m A O i` fertilizing and applying such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage. Commencement date for the maintenance period shall be approve in writing by the City Inspector, 5 IRRIGATION PLA N i1,a�j Q � 0a d U ; u-3nn� fn % Y �• aIle � > �� DrPi Y in .• cora7on .0 o an ¢ B rnA« Ino le ►cllae , E` ,., Red c�� ��� e o • $ • , / Go m THOMAS < < r, Z . , e o WINERY I. 1 ° \c 3 slaclt Si Z 5. One controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as -built system. 6 (� CONSTRUCTION AND ELECTRICAL DETAILS r•�,Jc •� ,.� � � . - oat � * _► f 2 However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be VVV Redo III' 0 aIle Gt�b Ga - UCAMOWIN readable when reduced. The chart shall be a blackline print and a different color shall be used to show the area of coverage of each s c 4 L) San %"I Crs Bernardino tt Rd G��� U - I v = Q' AS DE W "RANCHO WINERY m D RANCHO Z S.N.L. I .. o CUCAMONGAZ CnaleeaW ; ;� > a ilcclea station. When completed and approved by the Public works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior'to final acceptance of work by the City. 7 PLANTING AND IRRIGATION DETAILS eta°' spurt Q {EAR Dfvon Ranc .� 4o++om GULCH < - S Dr 'A\a �, .• ELEM. SCH. Devon ti P„ a \s Ric r o r� M.N.► 51 > Dr. i"�° say 1EAR d r `" • ` 3 NORTH 2 6. s" wide x s " deep concrete mowstrips shall be provided between all shrub/groundcover areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. For f o'o..:N a i Mtn. ; nS ��(��r GULCH= PARK o KOnOI ( o . E✓i r min J "'` '' "�""' " `'' 7. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and Project Planner prior to final construction. B. Application of any chemicals shall be by State licensed personnel. MAINTENANCE RESPONSIBILITY MAP 9. Any trees within five (5) feet of walls, walks, curbs or other potentially root -damaged hardscape shall be installed with root control barriers. Prior to backfilling tree(s), contractor shall have the City inspect root barrier installation. CONSULTANTS 10. No trees shall be planted within three (3) feet of curbs. 11. All trees are to be located: ten feet from any street light, power pole, or reinforced concrete box; five feet from any drive approach, Q 2Q JOHN A. FEDERICO fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer line. LANDSCAPE ARCHITECT, LIC. NO. 2072 ��� 12 . THESE PLANS PROPOSE A ADDITION TO EXISTING LANDSCAPE AND IRRIGATION. PRIOR TO NEW CONSTRUCTION A JOINT 1003 North Euclid Avenue INSPECTION AND DOCUMENTATION OFTHE EXISTING AREAS CONDITION SHALL OCCUR WITH BOTH NEW CONTRACTOR AND dJ CITY INSPECTOR. AT THIS POINT, THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE Ontario, California 91762 0 U) AND UTILITY BILLS OF BOTH THE NEW AND EXISTING AREAS WITH A FOLLOW UP INSPECTION OF BOTH AREAS (714) 983-1067 PRIOR TO CITY'S ACCEPTANCE OF THE NEW AREA. 207eA a V7 v 2 0 BASELINE ROAD I LANDSCAPE QUANTITIES lgC,A M!aN "`� '�, EXISTING LANDSCAPE AREAS MTAL SO. FT. OF CITY MAINTAINED AREA: 4,075 � � t z MISC. REVISIONS PER CUP 90- 40 0� w S.B.C. 2 M.W.D. LANDSCAPE AREAS TOTAL C� Q As -BUILT REVISIONS -' Q FLOOD SQ. FT. OF PLANTING AREA Q CONTROL GROUNDCOVER 28,410 SQ. FT. OF PLANTING AREA 2175 DESCRIPTION OF REVISION DATE APPROVED U DISTRICT NUMBER OF TREES ______ SQ. FT. OF GRAVEL 525 Cn SQ. FT. OF COBBLESTONE AREA : 11375 CITY OF RANCHO CUCAMONGA U Q Q w NUMBER OF SHRUBS NEW LANDSCAPE AREAS TOTAL >11-4 COVER SHEET J Q Z cr ( INCLUDES EXISTING) 5 GAL 18 15 GAL 6 BASELINE ROAD Q SQ. FT. OF PLANTING AREA .—. NORTH U GROUNDCOVER 31120 311,620 U NTS NUMBER OF TREES 1977 CWEST OF CARNELIAN) 5 GAL. 15 15 GAL. 34 24 BOX 53 36' BOX 4 pIt J �/� \ �� q� w �' ��� `•'�� h�� APPROVED BY: DATE: 1 11 CITY ENGINEER RC.E Ni 22397 DESIGN \_ ` RECOMMENDED INDICATES CITY MAINTAINED AREAS = Q = ` I Cr NO 7 J. V. V �---�� J.F. Devidson Associates, Inc. r SJ� DRAWN ENGINEERING PLANNING SURVEYING SHE E T ARCHITECTURE LANDSCAPE ARCHITECTURE I /! % (J'' of i�v 3880 Lemon StreeC Suit e 300, P.O. Boz 493, Riverside. CA 92502P 14 f 7 (714) 686-0844 FAX 714-686-5954 OF CHECKED DRAWING NO R. C E N O Q AM. 2/ 1 0/89 FILE NO 12i— DATE - W.O. -#8810467-10 104 J� W 0 - f4 Z -J V4• 104 2 - U Q 54 4 §4 N.I.C. 154. f4 1i 4. C7 4• 4 TREE REMOVAL BETWEEN CITY LIMITS AND ALTA CUESTA AVE. (SOUTH SIDE): TREES TO BE REMOVED 401- TREES OF ACACIA SPP./EUCALYPTUS SPP. TRFFq TO RF ROXFn ANIS RFI C)r^ATi=n TO REMAIN 04. 104 EXISTING SHRUBS AND GROUNDCOVER TO REMAIN BASELINE RD. �-z s4 R E S I.•D E N T I A L IS •• nommoom •• - we - 1 O O N.I.C. 1 NOTE: WASHED GRANITE BOULDERS, OVERALL WIDTH AS INDICATED ON PLAN. BOULDERS SHALL BE LOCAL IN ORIGIN AND APPROVED BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL DIRECT PLACEMENT OF BOULDERS IN FIELD. 1.44 f 4 14 36' 60' 3U\ 24' 154 � 30"x12" ,P BASELINE RD. EXISTING SHRUBS AND GROUNDCOVER TO REMAIN s�?f4 1f4 4 �54. �� 1f4 f%Q" >�4 V4 K. 134 1f4 I t♦• -- 15G• CONSTRUCTION NOTES R E S I D E N T I A L 1. CGNT,:�ACTOR SMALL NOT WILLFULLY ?ROCEED WITH C014STRUCTIO14 AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESiSN. SUCH CONDITIONS. SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY 'IPISPECTOR . THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIV`_ SUCH NOTIFICATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. -4SEE 8RA9!48 PEANS FeR YERTfeAE eeNTRft. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY C014PACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. GHTING LEGEND SYMBOL DESCRIPTION MFG. CAT NO. LAMP SEHED. QTY. COMMENTS a SIGNAGE LIGHTING KIM 4300 40W T-12 3 BRONZE FINISH FLUORESENT 12V. 47AMP (3' FROM SIGN) WIRE PER DETAIL -R-, SHEET 6. NOTE: FOR ORDERING INFORMATION AND SPECIFICATIONS CONTACT DANIEL WHISLER OF TOTAL LIGHTING CONCEPTS, INC. (714)784-6380 Q CONSTRUCTION LEGEND ' rljd r, • . 'A F L 0 0 D EXISTING ACACIA PLANTING TO REMAIN Q Q OEXISTING 12' L x 2'-6" H CONCRETE SIGNAGE FOR THE CITY OF RANCHO CUCAMONG.A. 10. EXISTING HEAD WALL FOR FLOOD CONTROL DISTRICT. 11. EXISTING IRRIGATION CONTROLLER (MODEL MEUG 125, CITY OF RANCHO CUCAMONGA, 1 E 359). QEXISTING 2" BK. FLOW PREVENTER (MODEL RAIN BIRD D.C.). OEXISTING WATER METER. OEXISTING CHAINLINK FENCE. REMOVE O OCONSTRUCT NEW 3' HIGH CONC. MASONARY WALL PER CITY STANDARD 16 NO. 812 (NATURAL COLORED SLUMP STONE BLOCK.) 1� CONSTRUCT NEW 2' HIGH CONC. MASONARY WALL PER CITY STANDARD NO. 812 (NATURAL COLORED SLUMP STONE BLOCK.) I8 CONSTRUCT NEW S'WIDE CONIC. SIDEWALK PER CITY STANDARD NO. 311 b RAMP PER N0. 310. f4. 1.04 4 L4 t f4 f4 f4 Imo- 154 1 1 co 1 F- T I l„ 20, 1 1 W W CUCAM ONGA \ Z CREEK —� N.I.C. 1 (> C O N T R O L D I S T R I C T ,,, 4 IV T 4q� MISC.REVISIONS PER CUP 90-40 e_ _f �`' LI �2 �2 ���' I, AS -BUILT REVISIONS /o -/C 9 3 DESCRIPTION OF REVISION DATE APPROVED CITY OF rANCHO CUCAl ONGA CONSTRUCTION/LIGHTING/ PLANTING PLAN BASELINE ROAD c C�\ T No, = `, (WEST OF CARNELIAN) * EXc> V�Ofj *�.� APPROVED BY: ATE: j`0�; ,VttJ`,\P CITY ENGINEER RC.E NO. 22397 DESIGN RECOMMENDED J.F. Davidson Associates, Inc. ENGINEERING PLANNING SURVEYING A -M S m.m. ARCHITECTURE LANDSCAPE ARCHITECTURE —� REFER TO SHEET 3 DRAWN 3680 Lemon Street Suite 300, P.0 Box 493. Riverside, CA 92502 FAX 714-6594(714) 68608SHEET FOR PLANTING LEGEND S.M.M. 2 of 7 AND NOTES CHECKED DRAWING NO NO W.O. � 88 10467- 10 08' 7IGH CONC. !',ASONRY WALL. PER CITY STANDARD NO. 311. (NATURAL COLORED SLUMP STONE BLOCK.) OCONSTRUCT NEW CHAINLINK FENCE TO MATCH TYPE AND HEIGHT OF FENCE TO BE REMOVED (SEE NOTE NO. 14). O CONSTRUCT A RIVER COBBLE (ALLUVIAL ROCK) BED, PER DETAILS SHEET 6. Q O fffh CONSTRUCT A 6" W x6" D CONCRETE HEADER, PER DETAIL SHEET 6• OrNSTALL3 MONUMENT LIGHTS ►ER LIGHTING LEGEND AND MANUFACTURERS SPECIFICATIONS. WIRE PER DETAIL 'R', SHEET 6. 6O. INSTALL A 110/120V RIGID STEEL GALV. CONDUIT @ 30" DEEP PER DETAIL H . .(184 LF..BASE BtD-240 LF. ALTERNATE BID.) OEXISTING STUCCO WALL. I,) EXISTING BLOCK WALL. VARIES IN HEIGHT. 'A F L 0 0 D EXISTING ACACIA PLANTING TO REMAIN Q Q OEXISTING 12' L x 2'-6" H CONCRETE SIGNAGE FOR THE CITY OF RANCHO CUCAMONG.A. 10. EXISTING HEAD WALL FOR FLOOD CONTROL DISTRICT. 11. EXISTING IRRIGATION CONTROLLER (MODEL MEUG 125, CITY OF RANCHO CUCAMONGA, 1 E 359). QEXISTING 2" BK. FLOW PREVENTER (MODEL RAIN BIRD D.C.). OEXISTING WATER METER. OEXISTING CHAINLINK FENCE. REMOVE O OCONSTRUCT NEW 3' HIGH CONC. MASONARY WALL PER CITY STANDARD 16 NO. 812 (NATURAL COLORED SLUMP STONE BLOCK.) 1� CONSTRUCT NEW 2' HIGH CONC. MASONARY WALL PER CITY STANDARD NO. 812 (NATURAL COLORED SLUMP STONE BLOCK.) I8 CONSTRUCT NEW S'WIDE CONIC. SIDEWALK PER CITY STANDARD NO. 311 b RAMP PER N0. 310. f4. 1.04 4 L4 t f4 f4 f4 Imo- 154 1 1 co 1 F- T I l„ 20, 1 1 W W CUCAM ONGA \ Z CREEK —� N.I.C. 1 (> C O N T R O L D I S T R I C T ,,, 4 IV T 4q� MISC.REVISIONS PER CUP 90-40 e_ _f �`' LI �2 �2 ���' I, AS -BUILT REVISIONS /o -/C 9 3 DESCRIPTION OF REVISION DATE APPROVED CITY OF rANCHO CUCAl ONGA CONSTRUCTION/LIGHTING/ PLANTING PLAN BASELINE ROAD c C�\ T No, = `, (WEST OF CARNELIAN) * EXc> V�Ofj *�.� APPROVED BY: ATE: j`0�; ,VttJ`,\P CITY ENGINEER RC.E NO. 22397 DESIGN RECOMMENDED J.F. Davidson Associates, Inc. ENGINEERING PLANNING SURVEYING A -M S m.m. ARCHITECTURE LANDSCAPE ARCHITECTURE —� REFER TO SHEET 3 DRAWN 3680 Lemon Street Suite 300, P.0 Box 493. Riverside, CA 92502 FAX 714-6594(714) 68608SHEET FOR PLANTING LEGEND S.M.M. 2 of 7 AND NOTES CHECKED DRAWING NO NO W.O. � 88 10467- 10 ,AINTAINED ..I►���� lei �I \. ` • I�� EXT'G 61 CHAIN LINK FENCE Q Q 4"- MULCH (TYP. SEE NOTE: 18) � V1 W j EXT#G mi VAULT NATURAL• •• • 0BLOCKNON-RETAINING ...�� I L�i��i !ilii L• • •l•� r•i —1 — EXT'G WATER LINE 6 15 10"X611 CONC. CURB !'l f0 Is e S -T EXISTING SHRUBS AND GROUNDCOVER 6 X6 CONC, HEADER TO REMAIN SEE SHEET 6t DET11tL gyp') 3 INSTALL 3/4" DIA. X 4° DEEP GRAVEL INSTALL &OCKSCAPE ONGRAnr-__QL1I2r_A.CE. DRAINAGE AS CC-wD EASEMt±NT PF -R 1 DETA I t� '40oN ARROWS INDICATE UNDER GRAVEL. � Sme-F-T Cc T INSTALL 411-6it DIA. ROCKSCAPE ON SLOPE PAPS S-1 �► N DETAIL b', SHEET Cc . 13 � 1 SEE SHEET L-6 FOR SECTIONS A -A B- B Cn W W CD +♦ I Z 1 J I UI G-3 15 18 1y O BASELINE RD. NOTE: ALL PRIVATE DRAINAGE SHALL BE CONTAINED ON-SITE AND SHALL NOT BE PERMITTED ON PUBLIC PROPERTY. •e LIMIT OF WORK F- I I V) Q O 7 L T-3 5-4 W NOTE: THIS AREA IS PART OF THE i4 ZZ YD AGREEMENT ON GENERAL NOTES NO. 12. W I JIM MAINTENANCE SHALL INCLUDE BI-�IrKLY WEED AND RODENT ABATEMENT MAINTAIN A 3' MINIMUM BETWEEN WALK AND TREE PLANTING. (TYP.) R E S I D E. N T I A L EXISTING 3' RETAINING WALL. XISTING SHRUBS TO REMAIN NOTES: CONTRACTOR SHALL TRIM & CLEAN OUT ALL SHRUBS & WEEDS ALONG WALL/FENCE BETWEEN TOPAZ ST. AND CARNELIAN. GROUNDCOVER (ARCTOTHEGA CAI.ENDULA) SHALL BE REPLANTED AS IJEEDED. CCNTRACTCR SHALL ALLOW 500 SF. IN THE BID. N.I.C. •e •• TREE REMOVAL BETWEEN FLOOD CONTROL CHANNEL 8t -CARNELIAN ST. TREES TO BE REMOVED 2 EUCALYPTUS SPP. TREES TO BE BOXED AND RELOCATED 12 PLATANUS ACERIFOLIA - TO ARCHIBALD AVE 7 OLEA-TO CHURCH ST. PARK TREES SHALL BE BOXED AND RELOCATED PER DIRECTION OF CITY INSPECTOR AINTAIN A 3' MINIMUM -BETWEEN WALK AND TREE PLANTING. (TYP.) 1 R E S I D E N T I A L o 1 WI TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT 11. W Arrmvyru OT mr- vpuirR J RLrmr3rm IAI l►L. �. CO NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS 3EE1I APPROVED. YD 16. MAINTENANCE PERIOD SHALL BE 180 DAYS FROM DATE OF ACCEPTANCE. W I JIM MAINTENANCE SHALL INCLUDE BI-�IrKLY WEED AND RODENT ABATEMENT J _ ` N.I.C. U.. .. Q PLANTING NOTES: EXISTING SHRUBS TO REMAIN BASELINE RD. N.I.C. .. 09 4 1. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE 10. AREAS TO BE PLANTED IN GROUND COVER AND/OR TURF SHALL HAVE THE �' SHREDDED MSJLC : t ALL SHRUB AREAS, AND CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND FOLLOWING MATERIALS TILLED INTO THE TOP 6" OF SOIL PER 1,000 SQ.- COVER WITH A iso-u,�pu s:}RE D MULCH AS SUPPLIED SPECIFICATIONS. FT. BY BLUE RIBBO N jH 7 ) 633-3666, OR APPROVED EQUA t_0 D APE ARCHITECT FOR 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING A14D RE -INSTALLING FOR BID PURPOSES ONLY: APPROVAL BEFO N IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 4 CU. YDS. NITROLIZED WOOD SHAVINGS 13. CONTRACTOR SHALL REPLACE DAMAGED OR DESTROYED ITEMS WITHIN TWO 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION 20 LBS. 12-12-12 COMMERCIAL FERTILIZER (2) WORKING DAYS OF NOTIFICATION BY THE CITY INSPECTOR IF (BEST PRODUCTS OR EQUAL) SAID ITEMS ARE NOT REPLACED WITHIN TWO (2) WORKING DAYS THE COST SCHEDULE. 100 LBS. AGRICULTURAL GYPSUM OF THESE ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT KATERIALS. 10 LBS. SOIL SULFUR BILLING. 20 LBS. IRON SULFATE 14. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR 5• OMITTED BOMB TA Dt A1JTT1Jr- nc r-orutNn mu o rt eTc a r.PANln AD P9r_FVTRr.IrNT_ PLANTS. UNLESS OTHERWISE APPROVED BY THE CITY. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT 11. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING MATERIALS PER CU. Arrmvyru OT mr- vpuirR J RLrmr3rm IAI l►L. �. JIM NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS 3EE1I APPROVED. YD 16. MAINTENANCE PERIOD SHALL BE 180 DAYS FROM DATE OF ACCEPTANCE. 15G./24* DOUBLE STAKE JIM MAINTENANCE SHALL INCLUDE BI-�IrKLY WEED AND RODENT ABATEMENT 7. PLACE TREES BETWEEN SPRAY HEADS WHEREVER POSSIBL-t. ;OR BIJ PURPOSES ONLY PROCEDURES, INCLUDING _2FOLIAR APPLICATIONS OF CHELATED IRON J,M 'NATCHEZ' AND TRACE MINERALS 3o DAYS APART. 8. THE CONTRACTOR SHALL TAKE SOIL SAMPLES AND PRO- 374 YDS. SCREENED SITE SOIL T-4 MAGNOLIA GRANDIFLORA VIDE TESTING FOR AGRICULTURAL SUITABILITY BY A SOL I/4YD. NITROLIZED WOOD SHAVINGS 17. 15 GAL. TREES OR LARGER SHALL BE GUARANTEED FOR ONE YEAR. N,M AND PLANT'LABORATORY. THE SOILS REPORT WILL BE PRO- 1 L3. 12-12-12 COMMERCIAL FERTILIZERNoQ (LOW BRANCHING) VIDED TO THE INSPECTOR AT THE PRE -CONSTRUCTION (BEST PRODUCTS OR EQUAL) 18. ALL PLANTED AREAS ARE TO RECEIVE A 4° DEEP APPLI- ACACIA REDOLEN S MEETING. 10 LBS. AGRICULTURAL GYPSUM DATION OF COARSE GRIND SHREDDED CHIPPER MULCH AS K 1 LB. SOIL SULFUR SUPPLIED BY BLUE RIBBON LANDSCAPE SUPPLIES, INC. 9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL 2 LBS. IRON SULFATE (714) 633- 3666, OR APPROVED EQUAL. THE CONTRACTOR PREPARATION AND BACKFILL MIX SPECIFICATIONS LISTED BELOW. THE XYLDSMA CONGESTUM XYLOSMA CONGi_STUM �— IS TO SUBMIT A SAMPLE TO THE INSPECTOR PRIOR TO ' GAL GAL. CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE K PURCHASING AND SPREADING THE MATERIAL S- 2 CITY PRIOR TO MODIFICATION OF THESE WHEELERS DWARF . 4' 0, C. SPECIFICATIONS. S-3 JUNIPERUS CHINESIS N.I.C. A R. - N.I.C. ..� G W PLANTING LEGEND ITEM SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS DETAIL I TREES T -t LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 5/15G. DOUBLE STAKE JIM T-2 PINUS CANARIENSIS CANARY ISLAND PINE 15G./24* DOUBLE STAKE JIM T-3 LAGERSTROEMIA INDICA WHITE GRAPE MYRTLE 24" BOX DOUBLE STAKE J,M 'NATCHEZ' T-4 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 36" BOX 3 GUY WIRE N,M —'ST. MARY' (LOW BRANCHING) SHRUBS S-5 ACACIA REDOLEN S N. C. N. - 5 GAL 10 O.C. K S-6 DODONAEA V.' PURR' PORP. HOPSEED BUSH 15 GAL. 8: O.C. K S-7 XYLDSMA CONGESTUM XYLOSMA CONGi_STUM �— {INEY XYLOSMA COMPACTA XYLOSMA ' GAL GAL. 4�OO.C. 4 K S-1 S- 2 PIT70SPORUM 70BIRA 'WHE' WHEELERS DWARF 5 GAL, 4' 0, C. K S-3 JUNIPERUS CHINESIS COMFACT PFITZER 5 GAL. 4' O.C. K 'PFITZERIANA COMPACTA' JUNIPER S-4 AGAPANTHUS AFRICANUS LILY -OF -THE NILE 5 GAL. 21/2' O.C. K 1 rJORMISC. REVISIONS PER CUP 90-40 /0 - It, -ft DESCRIPTION OF REVISION DATE CI Y APPROVED. CITY OF RANCHO CUCAMONGA CONSTRUCTION/PLANTING PLAN GROUNDCOVER G- FLATS 12" D. . L BASELINE ROAD G-2 ANNUALS QUARTS 8" O.C. L (WEST F CARNELIAN) NOTE: ALL TREES LOCATED WITHIN 5' OF SIDEWALK AND/OR CURB SHALL BE INSTALLED WITH A ONE-PIECE BARRIER APPROVED BY: DATE: ROLL BY ROOT BOOSTER (MODEL NO. SM18-20) CITY ENGINEER RC.E Nd. 22397 NOTE' QUANTITIES SHOWN ON THE LEGEND ARE FOR BID PURPOSES ONLY. FINAL QUANTITIES OF PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING. a,.(ti` ,.DESIGN J.F. Davidson Associates, Inc. RECOMMENDED AM./5 M.M• ENGINEERING PLANNING SURVEYING REFER TO SHEET 2 t _ ARCHITECTURE LANDSCAPE AACHITECTURE rx 4 DRAWN 3980 Lemon Sheet Sud" 300. P.0 Boa 493. Riverside. CA 92502 SHEET FOR CONSTRUCTION 'p �, m4) M&-0"4 FAX 714-686-5951 LEGEND AND NOTES.sr EXP -` g 3 of —�-=— �.' of CA'` CHECKED NO DRAWING NO A.M. DATE 2/10/89 FILE NO IZvT W.O. #8810467-10 00 .. 00 N.I.C. n ❑- i 1 0 O N.I.C. 1 EXISTING IRRIGATION -0 N.I.C. i w O M 1 Q w w rn W 0 z EXISTING IRRIGATION J 1 A VALVES TO BE RETRO -FITTED IRRIGATION LEGEND SYMBOL MAKE MODEL NO. DESCRIPTION RADIUS PSI 8PN 1A;TERN WTAIL RAIN BIRD 1012-15 H SHRUB POP-UP 15' 30 1.95 1 0 RAIN BIRD 1812-150 SHRUB POP-UP 15' 30 .93 900 A RAIN BIRD 1812-10 Q SHRUB POP-UP 10' ADJ. 30 39 900 A Q RAN BI RD 1812-15T SHRUB POP-UP 15" 30 1.23 1200 A V RAIN BIRD 1812-10 H SHRUB POP-UP 10' ADJ. 30 79 1800 A RAN BIRD 1912 -15 F SHRUB POP-UP 15" 30 &TO 3600 A • RAIN BIRD :EFA -CP SERIES REMOTE CONTROL VALVE. INSTALL IN A C PLASTIC COATED CHRISTY VALVE BOX. RAM BIRD 1012- 15TO SHRUB POP-UP 15' 30 in 2TO* A RAIN BIRD 33 DLRC QUICK COUPLING VALVE. E O FEBCO REDUCED PRESSURE BACK FIOW PREVENTER F RAIN BIRD EFB-CP-PRS , SERIES ELECTRIC RC VALVE - C (1) EA- VALVE INSTALL PER MANUI . SPLCS. & WIRE SHEET 5 Q INCLUD. EXIST, PER DETAIL R ® CALSENSE AUTOMATIC IRRIGATION CONTROLLER 2000/MEUG-1-M604 ENCLOSURE. 2000 SHEET 5 0 EXIST. ❑ EXIST. APPROVED " BASELINE RD. W Q .. XISTINGQ WATER METER � LXISTING B.F.P. LLJ U Q IRRIGATION NOTES RAIN BIRD D.C.-2" BACK FLOW PREVENTER. Q I MEUG 125 SERIES4CONTROLLER WITHIN A MYERS ENCLOSURE. SCH. 40 PVC LATERAL - 12" MIN. COVER (PLAN SIZED). H CALSENSE SCH. 40 PVC MAINLINE 1 1/2" AND UNDER. CLASS 315 PVC H GENTILE-MURRAY ASSOCIATES MAINLINE 2" AND OVER. 26811 CARRETAS DRIVE SCH. 40 PVC SLEEVES. EXTEND ENDS OF SLEEVES 126 ' MISSION VIEJO, CALIF. 92691 BEYOND HARDSCAPE SURFACES ABOVE. SCH. 40 PYC (2 DIA.) FOR LOW VOLTAGE OF CONTROLLER H ( 714 ) 458-0129 WIRING. 1. THIS DESIGN IS DIAGRA*IATIC. EQUIPMENT AND PIPE SHOWN I14 PAYED AREA IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLA14TER AREAS. 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TINE OF DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY INSPECTOR PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION AND MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY CITY INSPECTOR OF ANY DISCREPANCIES PRIOR TO COMMENCING W RK. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALKS, WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING, AND STRUCTURES. 4 CONTRACTOR SHALL DISCONNECT, LATERAL LINE TO FLOOD CONTROL / i IRRIGATION & CAP AT ROW & DRIVEWAY. CONNECTION POINT SHALL BE LOCATED IN FIELD BY CONTRACTOR. CUCAMONGA CREEK N.I. AAA. .fI, 1 LO 1 � 1=20- 1 u,w CIOw \ Z J 1 = Q ■ SDR i H No - 2 MISC. REVISIONS PER CUP 90-40 EXP �fAr�of cat o��AS - BUILT REVISIONS DESCRIPTION OF REVISION DATE Cl Y APPROVED _ -- 5. WATER 'SERYICE LINE BETWEEN POINT OF CONNECTION AND MET -ER SHALL CITY OF RANCHO CUCAMONGA BE INSTALLED BY WATER DISTRICT IMIN LINE FORM METER TO BACKFLOW PREVENTOR SHALL BN ALLED BY CONTRACTOR IRRIGATION PLA N WATER METERS SHALL BE SUPPLIED BY WATER DISIRICI AND INSTALLED BY -CONTRACTOR 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AUTOMATIC CONTROLLER SHALL BE PROVIDED BY CONTRACTOR PER LOCAL CODE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL CONNECTION OF CONTROLLER TO THE JUNCTION BOX PER LOCAL CODE. 7. FINAL LOCATIONS OF AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY INSPECTOR - 8. UPON COMPLETION, CONTRACTOR SHALL PROVIDE A REPRODUCIBLE SET OF "AS BUILT DRAWINGS". THESE DRAWINGS SHALL INCLUDE A COMPLETE VALVE SEQUENCE DIAGRAM. SAID DIAGRAMS SHALL BE REDUCED TO A LEGIBLE SIZE, LAMINATED, AND ATTACHED TO THE INSIDE OF EACH CONTROLLER. REFER TO COVER SHEET FOR METHOD. 9. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT HIS/HER COST. BASELINE ROAD (WEST OF CARNELIAN) APPROVED BY: /Y �, DATE: ; x3� CITY ENGINEER .1 - ' / r - RICE Nd. 22397 DESIGN RECOMMENDED J.F. Davidson Associates, Inc. 6 M M ENGINEERING PLANNING SURVEYING r vt� ARCHITECTURE LANDSCAPE ARCHITECTURE �r DRAWN 3880 Lemon Street Suite 300, P.0 Box 493, Riverside, CA 92502 SHEET (714) 686-0844 FAX 714-"S 5954 > M M OF T CHECKED NO DRAWINGNO A,H• DATE 2/10/89 FILE NO 12V7 W.O. 4 88 10467- 10 1 1 RD BASELINE. 0 p NOTE: CONTRACTOR SHALL MODIFY SPRINKLER COVERAGE & HEAD W LOCATION TO ACCOMODATE NEW ROCK AREA AT ENTRY SIGN. m W 1 W Cf) :. r --------------------------=---------------- (PROPOSED CONDUIT LOCATION) -SEE 90TE A7 w Z - -� EXISTING IRRIGATION EXISTING IRRIGATION 1 J ( VALVES TO BE RETRO=FITTED) A ° (VALVES TO BE RETRO -FITTED) A _ O 0 ❑° U 1 Q NOTE: WIRE TO EACH RETRO -FITTED VALVE ONE (1) CALSENSE MOISTURE SENSING DEVICE. EXISTING CONTROLLER (CONTRACTOR TO LOCATE AND VERIFY NO. AT SITE.) TO REMAIN QI. ONE SENSOR FOR SOUTH END PART OF CCWD. NOTE: (ELEC. CONNECTION FOR LIGHTING) 2. ONE SENSOR FOR NORTH END PART OF CCWD. REFER TO SHEET 2 FOR CONDUIT &LIGHT LOCATIONS. 3. ONE OR TWO MORE SENSORS FOR ARMY CORPS USE. EXISTING IRRIGATION -0 N.I.C. i w O M 1 Q w w rn W 0 z EXISTING IRRIGATION J 1 A VALVES TO BE RETRO -FITTED IRRIGATION LEGEND SYMBOL MAKE MODEL NO. DESCRIPTION RADIUS PSI 8PN 1A;TERN WTAIL RAIN BIRD 1012-15 H SHRUB POP-UP 15' 30 1.95 1 0 RAIN BIRD 1812-150 SHRUB POP-UP 15' 30 .93 900 A RAIN BIRD 1812-10 Q SHRUB POP-UP 10' ADJ. 30 39 900 A Q RAN BI RD 1812-15T SHRUB POP-UP 15" 30 1.23 1200 A V RAIN BIRD 1812-10 H SHRUB POP-UP 10' ADJ. 30 79 1800 A RAN BIRD 1912 -15 F SHRUB POP-UP 15" 30 &TO 3600 A • RAIN BIRD :EFA -CP SERIES REMOTE CONTROL VALVE. INSTALL IN A C PLASTIC COATED CHRISTY VALVE BOX. RAM BIRD 1012- 15TO SHRUB POP-UP 15' 30 in 2TO* A RAIN BIRD 33 DLRC QUICK COUPLING VALVE. E O FEBCO REDUCED PRESSURE BACK FIOW PREVENTER F RAIN BIRD EFB-CP-PRS , SERIES ELECTRIC RC VALVE - C (1) EA- VALVE INSTALL PER MANUI . SPLCS. & WIRE SHEET 5 Q INCLUD. EXIST, PER DETAIL R ® CALSENSE AUTOMATIC IRRIGATION CONTROLLER 2000/MEUG-1-M604 ENCLOSURE. 2000 SHEET 5 0 EXIST. ❑ EXIST. APPROVED " BASELINE RD. W Q .. XISTINGQ WATER METER � LXISTING B.F.P. LLJ U Q IRRIGATION NOTES RAIN BIRD D.C.-2" BACK FLOW PREVENTER. Q I MEUG 125 SERIES4CONTROLLER WITHIN A MYERS ENCLOSURE. SCH. 40 PVC LATERAL - 12" MIN. COVER (PLAN SIZED). H CALSENSE SCH. 40 PVC MAINLINE 1 1/2" AND UNDER. CLASS 315 PVC H GENTILE-MURRAY ASSOCIATES MAINLINE 2" AND OVER. 26811 CARRETAS DRIVE SCH. 40 PVC SLEEVES. EXTEND ENDS OF SLEEVES 126 ' MISSION VIEJO, CALIF. 92691 BEYOND HARDSCAPE SURFACES ABOVE. SCH. 40 PYC (2 DIA.) FOR LOW VOLTAGE OF CONTROLLER H ( 714 ) 458-0129 WIRING. 1. THIS DESIGN IS DIAGRA*IATIC. EQUIPMENT AND PIPE SHOWN I14 PAYED AREA IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLA14TER AREAS. 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TINE OF DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY INSPECTOR PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION AND MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY CITY INSPECTOR OF ANY DISCREPANCIES PRIOR TO COMMENCING W RK. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALKS, WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING, AND STRUCTURES. 4 CONTRACTOR SHALL DISCONNECT, LATERAL LINE TO FLOOD CONTROL / i IRRIGATION & CAP AT ROW & DRIVEWAY. CONNECTION POINT SHALL BE LOCATED IN FIELD BY CONTRACTOR. CUCAMONGA CREEK N.I. AAA. .fI, 1 LO 1 � 1=20- 1 u,w CIOw \ Z J 1 = Q ■ SDR i H No - 2 MISC. REVISIONS PER CUP 90-40 EXP �fAr�of cat o��AS - BUILT REVISIONS DESCRIPTION OF REVISION DATE Cl Y APPROVED _ -- 5. WATER 'SERYICE LINE BETWEEN POINT OF CONNECTION AND MET -ER SHALL CITY OF RANCHO CUCAMONGA BE INSTALLED BY WATER DISTRICT IMIN LINE FORM METER TO BACKFLOW PREVENTOR SHALL BN ALLED BY CONTRACTOR IRRIGATION PLA N WATER METERS SHALL BE SUPPLIED BY WATER DISIRICI AND INSTALLED BY -CONTRACTOR 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AUTOMATIC CONTROLLER SHALL BE PROVIDED BY CONTRACTOR PER LOCAL CODE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL CONNECTION OF CONTROLLER TO THE JUNCTION BOX PER LOCAL CODE. 7. FINAL LOCATIONS OF AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY INSPECTOR - 8. UPON COMPLETION, CONTRACTOR SHALL PROVIDE A REPRODUCIBLE SET OF "AS BUILT DRAWINGS". THESE DRAWINGS SHALL INCLUDE A COMPLETE VALVE SEQUENCE DIAGRAM. SAID DIAGRAMS SHALL BE REDUCED TO A LEGIBLE SIZE, LAMINATED, AND ATTACHED TO THE INSIDE OF EACH CONTROLLER. REFER TO COVER SHEET FOR METHOD. 9. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT HIS/HER COST. BASELINE ROAD (WEST OF CARNELIAN) APPROVED BY: /Y �, DATE: ; x3� CITY ENGINEER .1 - ' / r - RICE Nd. 22397 DESIGN RECOMMENDED J.F. Davidson Associates, Inc. 6 M M ENGINEERING PLANNING SURVEYING r vt� ARCHITECTURE LANDSCAPE ARCHITECTURE �r DRAWN 3880 Lemon Street Suite 300, P.0 Box 493, Riverside, CA 92502 SHEET (714) 686-0844 FAX 714-"S 5954 > M M OF T CHECKED NO DRAWINGNO A,H• DATE 2/10/89 FILE NO 12V7 W.O. 4 88 10467- 10 \ sp O �• die � A o 4. 9 A., LAr- o -moi o o a -.,. - �,,.�*'''111''' - :,,; -" • �'� 6. oO m 0 � W YL- - - ELECT{ I- CAL POINT OF CONNECTION LOCATION, Z� CONNECTION PROVIDED BY ELECTRICAL SERVICE C COMPANY AND PAID FOR BY CONTRACTOR. —� - �-- y�,. y II (M L yam• M � p -- CALSENSE AUT OMA1 IC IFRIGA1 ION -' 3 33.0 nj CONTROLLER 2000 INSTALL IN 2„ MEUG-1-M604 ENCLOSURE. -Q Cl-kL S ENS E' CoN Ro t—Le R i NOTE: THIS AREA IS PART OF THE %.--j 1 1/2' REDUCED PRESSURE BACKLOW PREVENTOR Z, Q ArRFFMFNT ON GFNFRAI NOTFS NO- 12 11 i/2' WATER METER 1 CONTRACTOR SHALL PROVIDE A NEW VALVE �t FOR EXISTING LATERAL IRRIGATION LINES. M CAP AS SHOWN ON SHEET 4. F- 2 W W :. I W 1 Z J UI Q • 1 f 1 WIW BASELINE ROAD oF=- I � W I BY: ',� . DATE. 2'�' J� N.I.C. Q 1 21 BASELINE RD. NOTE: CONTRACTOR TO INSTALL NEW VALVE AND CALSENSE MOISTURE SENSOR AND WIRE TO EXISTING CONTROLLER. PROVIDE A MIN. OF 31 FEET APART FROM EXISTING VALVE. CALSENSE TO BE RESPONSIBLE FOR MOISTURE SENSOR LOCATION 00 Aq) -NGTWIRE TO EACH RETRO -FITTED VALVE ONE (1) CALSENSE MOISTURE SENSING DEVICE. CONTRACTOR TO LOCATE AND VERIFY NO. AT SITE. A 0 N.I.C. NOTE: WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFER WITH SPRAY PATTERN OF SPRINKLER HEADS, SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CON i RACTOR; SHALL WITH CITY INSPECTOR APPROVAL,, FIELD ADJUST THE IRRIGATION SYSTE14 BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBS•fRUCTION SO AS TO PROVIDE PROPER COVERAGE. wee •• •• •• 400� 1:: 4 0 BASELINE RD. N.I.C. .. .. of EXISTING IRRIGATION CONTROLLER. TO REMAIN EXISTING BACKFLOW PREVENTOR. TO REMAIN. N.I.C. •• Y Q O Ie o I ;. I 11 Z O' PJORTH ,n2 , MISC. REVISIONS PER CUP 90-40 5 U 1 L -T'S -- 3l2 ---t C10 DESCRIPTION OF REVISION DATE CITY APPROVED. 1 10 J ,n. .. W IW 1 (!1 CITY OF RANCHO CUCAMONGA IRRIGATION PLAN ro K,7 'U ,, BASELINE ROAD oF=- (WEST OF CARNELIAN) APPROVED BY: ',� . DATE. 2'�' REFER TO SHEET 4 CITY ENGINEER -,_ 1 � - RC.E. Nd.2.� 397 FOR IRRIGATION DESIGN RECOMMENDED LEGEND AND NOTES. s Ntn� ENGINEERING Davidson Associates, Inc. EERING PLANNING SURVEnNG EN JIJ ARCHITECTURE LANDSCAPf ARCH,TECTl1RE DRAWN 3880 lemon Stet reSurto 300, P.O Box 493, Rr,,,,j e, CA 9M2 (714) 68&0844 FAX 714-686-5954 SHEET SMM 5 OF % CHECKED DRAWING NO A.M. NO 2/10/89 IZ97 DATE FILE NO W.U. #8810467-10 W.O. # 8810467-10 R. 0. W. LINE PROPERTY LINE I / EXT'G G' CHAIN LINK FENCE-4,,' O I I MOTE: dib �.a 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/8' BITUMINOUS FELT EXPANSION JOINTS AT 20'-0' O.C. •Ott' ` 4 to t ♦b !�v ( e �•• ��' 2• IN LAWN tb a �� `o G R t4, ♦ O 3- IN PLAMT BED CONCRETE ►IOM CURB - RADIUS EXPOSED EDGES Olt.�, IYID q tP• MD FINISH PER PLAIT (INSTALL AT GRADE 4♦ ` b A. I �� t� 40' 6' LEVEL AT SHALE CROSSINGS) fi ��pp� Ot dP� r'L� 4 I ,O t Otb O t0 � k, �' FINISH GRADE t 9'- p" V-0" bti'h ��p �t t. bti' (n _ -_>_ /1 RE-BM CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) �1j(J�j Q ' a ` o _ f tl i �•� IS°ifo SLOPE - ,-� _ I o_• • I` _ _ 11-- I IIII11 DO NOT INSTALL RE-BAR WHEN MOW CURB IS BLOW - UP =_ I SEE BELOW UNDER 20' LONG 6'- s" `. Il CaZY A?E 4 SGVMWD �E 6nrx6a MOW CURB BETWEEN IQRIY 6'-6" 10'-0" E0. ar E0. 1 O X 6 t+10W CURE %V_ W EEK UZZILE AND FENCE la'- s " N!;'- dl !0'- 00 35'- 0" VARIES 10'- 35' CROSS-SECTION B-B n.t.s. CROSS -SECTION A-A n.t.s. d CONCRETE MOW CURB T S P NOTE. (A).FIN..L RESTING POSITION OF COBBLES70NES TO BE APPROVED BY THE CITY INSPECTOR. EXISTING SERVICE METER PEDESTAL (B). A SAMPLE AREA MINIMUM 25 S.F. SHALL BE APPROVED 13Y THE CITY pOH INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. (C). ALL SPACES BETWEEN STONES SHALL HAVE A 6"-PENETRATION FILL OF L �G� �p�F,v �3 (EXISTING) EXISTING SERVICE 2 1/2 'PARTS SAND, 2000 PSI CLASS D — MORTAR 1 PART CEMENT "DRY—PACK" PORTLAND CEMEN� CONCRETE. NO IS ALLOWED. JI PEDESTAL J� JV 4t4 te�`p 4 Q'h� MAIN (� �• �C� k OWN I EXISTING) IRRIGATION CONTROLLER (EXISTING) " NOTE: APPLY 'ROUND-UP" IN COBBLE AREAS AT END OF 6 MONTH MAINTENANCE PERIOD 6" 6 4, � ��� o 2oi1 I 40A-2P TIME CLOCK O D a �nOgsaO e�"�o �.�' pQ� 0 o 0 o a �� e�- 3 �P e, 5 5 I (NEVI) :•� I I r n 4 DIAMETER TO 6 DIAMETER ROUNDED __ Dpi �, CITY MONUMENT SIGN RIVER COBBLE. (A"KKMAN5HIPTOAr rEAR Gt4T -TO E?XtSTINC� )� n �'� (NEW) EQUIVA, L RccK- WORK AT THE SOUTH EAST ENO O F S I F IZRA 4 O I I FINISH COBBLE PLACE`!ENT BY HAND V15TA . ZC 0" I I_ TURN BROKEN STONES ROUND SIDE UP STONE EMBEDMENT TO 8E NO LESS THAN 2/3 THE DIAMETER OF THE STONES. FINISH GRADE TO SERVING UTILITIY lid =11111 6" MORTAR (SEE NOTE ABOVE) © BLOW - UP CROSS-SECTION B-8 SINGLE LINE DIAGRAM NTS 0 RIVER COBBLE INSTALLATION O - - Co11CRElt CAP �T MAR "WO KAM eIOCR Q► �� ll 4!Ql. VERTICAL R(tNF *4 &ARS M 24. OC W r � tAR 901/0 KAM ROCR s' oR •' +� ' anitslcio auoc V4'+1' SU$ft 1! 11 MAX %.ytM 12• &7MISC. REVISIONS PER CUP 90-40 3• Ct1MAtKE 1EIID ALtERNATT IIA" C Y DESCRIPTION OF REVISION DATE APPROVED 4• 4- _�' CITY OF RANCHO CUCAMONGA r.ENERAI NOTES: 1. All vertical cells containing reinforcing steel shall filled with grout. In 6"blocks reinforcing steel CONSTRUCTION & ELECTRICAL adition, where _are used, all cells without vertical &h.11 be filed with grout to top of bond beam at midheight ofwall. 2. The block wall courses and footings may be built parallel with the street DETAILS grade 172) max.) or stepped. ,. All walls steal' be plumb. 4. Eackfill shall be compacted to a minimum of 90i. . BASELINE ROAD 5. Footing shall be class I concrete. 6. Concrete block shall be grade A units. conforming to ASTM designation Mo. C". Reinforcing to the (WEST O F C A R N E L I A N 7, steel, grout mortar, and Class 8 concrete shall conform Standard Specifications. 8. Eliminate mortar in all vertical joints in first course above finish grade.rye/� 9. Concrete be colored slump stone. J ` ^ APPROVED BY: ` DATE; block shall natural '< _ ��F;`,`�, CITY ENGINEER R.C.E.N0. 10. Eliminate midheight bond beam in walls where M-k' or less. �Q_ DESIGN RECOMMENDED tV ExpAIICHLemor ��j7# J.F. Dev1dron Awev a!lawtesl Inc.Li/r>• fWW4fFF"NG PLANNING 3l "YINGNON RETAINING CONCRETE `Pl• S tANDSCAPE &*v3MPO.ITECTl1RE >b0 Lanon Street sults Xoo. P.O. So+c 41kji, Iltr•raieFa, CII f?302 eBLOCK a \P DRAWN SHEET (714)686-06" FAX 7,4.6'16-3951 V7T=lf' 1�ve�. J. >_. D. 6 OF 7 CHECKED DRAWING N0. R.C.E. NO CITY OF RANCHO CUCAMONGA DETAIL #811 ^M DATE 2/10/89 FILE NO a15715�7 W.O. # 8810467-10 W r 2'�1•�11' NDWp Wt W1Rt 1 NOTE; ALL - BLOCK WALL- Y F 2.112'211• RO►IO OVER STAKES lt) PLACES 1' {' 1. UNTARGLE MATTED ROOTS IT LOOSENING ALL ROOTS AT EDGE DF RMT TALL YITN WATER FROM HOSE. DO NOT CRACK ROOT {All. TREE GUYING MUST CONFORM 11' TO CITY OF RANCHO CUCAMONGA a►a+AN oturl 2. PUCE •GROW -POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR O/SEIVATIOP "POSES. DETAIL 607 SNRU►. HEAD/Bt1BdLER �- RAIN BIRD 3 LRC WITH YELLOW RUBBER CAP - SUPPLY ONE KEY STRUCTURE OR HARDSCAPING 6„ :LEX RISER MINIMUM 1/2' X 1/2" FLT X FPT PER 12 QCV'S INCLUDING HOSE SWIVELS. THREADED COUPLING FINISH GRADE FINISH GRADE - INSTALL IN PLANTER BED ONLY I IB" Maximu SCH. 80 PVC NIPPLE - 1/2" X 1/2" FPT X FPT (3) DOUBLE STRAND UtV. WIRE GUTS SPACED EQUAILT „ 4 THICK CHIPPER MULCH w ui w - _ - _ I 1 Int_ -� - --- ---- -- - -- - _ I y THREADED COUPLING ARNpRFID TREE - COYER NEW RUBI[R NOSE OVER VIRE AT WITH l/l' DIA. s 1' W++11F POINT OF CONTACT �� ._ _ �IIUI EL-A_� -- z = PVC TUBING C] � �- - _ .-. CLEAN BACXftll -SEE SPECS. FOR _ _ - = - i;' 5 CONCRETE = 96 FINISH GRADE P DIA. PVC PERFORATED ? � � _. = MATERIAL, 90Z COMPACTION REQUIRE: = = -_-� _ WALL CURB "THICK CHIPPER MULCH 1ACKFIIt MIK PER THE PIPE - FILL YITN 1/2' SPECIFICATIONS WASHED CRUSHED AGGREGATE LASE FULL LENGTH OF PIPs - __ - -- Z ZO0 CJ w IV = - _ - > -- BRASS NIPPLE BRASS 90° ELL STAINL TE - SCREW CLAMP= MINIMUM (3) PLACES R - : RDWD DEAaNAN (LOCATE 18' FROM TRUNK) w �: .� l 1,:'I - o N ` -. BRASS 90° STREET ELL r ►EN DETAIL THIS SHEET 2' DEE/ SHREDDED MULCH -� II �IIL - V Z cn w _ I __ NON -PRESSURE LATERAL LINE SNAKE PIPE IN TRENCH BRASS NIPPLE - 6" LONG i4 REBAR STAKE ,, `' SCH. 80 PVC NIPPLE _ - - f- w > Z w J E BRASS 900 STREET ELL (74" LONG) + �- SCH. 40 PVC 90° STREET ELL 'GROW -POWER' PLANT TAes PER MANUFACTURER'S-RECOHENDAIIONS E �� MARLEX 90' STREET �: 90 I - BACKFILL MIX PER SP:CIFICATIONS _ - � CONTROL WIRES - BUNDLE AND TAPE �I AT t5. O.C. AND INSTALL ADJACENT 7D If� - CONTAINER PLANT p - PLANT P1T TO It (2) %XES t -- THE WIDTH OF ROOT BALL { = ROOT BALI V�- PLANT PIT TO IE (2' TIMES THE WIDTH OF THE ROOT BALL A 12- IIIn - =_ TO PRESSURE SUPPLY LINE �;; r'11 �1 ,i - (I�I = i a Y2' IEIOW THE IOTTOM OF THE ROOT ITHE ,, d'I'-GROW•►OYER• PLANT TABS OPEN BELOW THE BOTTOM OF THE ROOT BALL _-�I PROVIDE 2' OF CLEAII BACKFILL -F-- NON PRESSURE LATERAL LINE AND FITTING MANUFACTURER'S NECOMENDA':ONS �-NATIVE PRESSURE SUPPLY LINE: scr+..oicl.ats 12* TYPICAL j WALL FOOTING NATIVE SOIL ROOT RAIL SF`:L SNAKE PIPE IN TRENCH _ __,-- NOTE: �} NOTE: 1. INSTAR GUYS NANO TAUT TO PREVENT DEiORMATION OF 11NlS. NOTE: PRESSURE SUPPLY LINE FITTING 1. USE TEFLON TAPE ON ALL THREADS 2. RACE 'GROW -?OWER' TATS IN LOX PRIOR TO PLANTING FOR OBSERVATION PURPOSES. _ 3. ALTERNATE DEADMAR ASSEMBLY: "DUCKBILL' TREE ANCHORING SYSTEM. 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90• CHANGES IN DIRECTION. PRESSURE SUPPLY LINE BOX TREE PLANTING © K CONTAINER PLANTING H TYPICAL TRENCHING E QUICK COUPLING VALVE WITH MEtAL STAKE B TYPICAL SHRUB/BUBBLER RISER SI6" A -ND GUYIN DETAIL (INCLUDING ELECTRICAL CONDUIT) ASSEMBLY STREET TREE PLANTING MUST CONFORM TO CITY OF RANCHO CUCAMONGA DETAILS 605A AND 6058 ROUND CONC. VALVE BOX 3 COVER MARKED "IRRIGATION GATE" Noll ' "CHRISTY" FL8 BOX & FL8D LID (OR EQUAL) 1. LOCATE HEAD p FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND NOTE: " AWN R EDGE OF LAWN. 1. STAKE TREE PERPENDICULAR TO PREVAILING I 3" IN PLANT BEDS FINISH GRADE 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL WIND. R STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. PROPOSED TREE LOCATION BUILDING/STRUCTURE 2. PLACE "GROW -POWER" TABS 1N PLANT CONTAINER PRIOR TO PLANTING FOR MEUG-1-M604 ENCLOSURE Ij� X11 b � - .f, ILII 3. TSE TEFLON TAPE ON All MALE THREADS. Ill OBSERVATION PURPOSES. ELECTRIC METER _ II II� 4. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE AS PERIME IRRIGAiION PLAN. COLOR CODED MAP FOR VALVEl TOP OF STAKES r _ - _ LOCATION INSIDE (PER. SPEC'S.) _ f1/ CALSENSE 2000 CONTROLLER I \1 ,1 WALL MOUNT CONTROLLER _ -- F-1/2" ABOVE FINISH GRADE POP-UP SHRUB HEAD FINISH GRADE MAIN TRUNK I MOUNT WITHIN ENCLOSURE. to ,o \ � 1 L - _ _ J 120 VOLT WIRE IN R1CID STEEL --� $P' L T "V1T" TREE TIE (I) PER SPECIFICATIONS (2) TIES SPACED 12" APART FOR CITY CONDUIT (PER LOCAL CODE) ON-OFF SWITCH AND 110 VOLT ' BRASS GATE VALVE ilE 'i it E IF II 12" MAXIMUM STREET TREES (DO NOT NAIL SCREW _ EXTERIOR OUTLET TO RE PROVIDEDBY i CONTRACTOR II -. il' WITH BRONZE HANDWHEFL ,� ITil� �`II _ r - N I N� INTO LODGE POLE). � LOCK NUT-' _ II � 1 I FINISH 'r j I GONION WIRE/CONTROL VIRES IN 3" GRADE SCH. 80 PVC CONDUIT �d.il "- ;u "i' = III • x F AWNING/BUILDING OVERHANG ` 2 APPROVED TREE STAKES (2) PER SPECIFICATIONS _ 8"-� 2' X 3' X 4" CONCRETE FOOTING YIN. INSTALL A MINIMUM OF 3" ABOVE z 11111 r�.��oo°• e, e o •C •�� 9� o - r 3/4" WASHED CRUSHED _ ` z HARDSCAPING ARBOR GUARD IN TURF AREAS j d GRADE AND SLOPE TOP TO DRAIN a d Ij1jL= OF 2% c� O� o• • '.e •� o _ IIT j AGGREGATE BASE �lll _ ' 6" DIA. PVC PERFORATED PIPE - FILL WITH 1/2" WASHED CRUSHED AGGREGATE BASE FULL + AT A MINIMUM I, -' II _ 'I a �p _ o o• V� e e •a , N SCH 60 PVC NIPPLE (MINIMUM "' LONG) LENGTH OF PIPE (LOCATE ]$" FROM TRUNK) Lid, y! - OF 12 DIRECT BURIAL WIRING TO E �I MARLEX 90' STREET Ell 3" BERM TO FORM DEPRESSED WATERING VALVES: BUNDLE AND TAPE EVERY r.•I 15 FT. O.C. INSTALL WITHIN MAIN SCH 40 PVC MALE ADAPTORS SCH 80 PVC NIPPLE , 4 SCH 40 PVC TxT SO' ELL (6" LONG BASIN FOR GROUND COVER AREAS LINE TRENCH. 2" THICK CHIPPER MULCH REFER TO DETAIL MO. 'llE� F = Milli ll=ll NOTES: - = _, :jj; ii = -CONTAINER ROOT BALI 1. INSTALL CONTRO:.LER PER MPC. PRINTED INSTRUCTIONS AND PER LOCAL CODES NOTE: LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION FINISH: 2 COATS DARK GREEN SEMI-CLOSS ENAMEL. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NON -PRESSURE LATERAL LINE t FITTING "GROW -POWER" PLANT TABS PER MANUFACTURER'S RECOMENDATIONS 2. COMMON WIRE TO SE WHITE AND CONTROL VIRE TO BE RED IN COLOR. MARIEX 90° STREET Ell NOTE: 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. BACKFILL MIX PER SPECIFICATIONS I \ 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL UNIT CONNECTION SEQUENCE. 1. MINIMUM CLEARANCE: 6'-0" FOR 5 GALLON - 36" BOX TREES 10'-0" FOR 48" AND LARGER BOX TREES _ ^�' uI III ��- NATIVE -SOIL = ' II VALVES AND AUTOMATIC SPRINKLER CONTROL STATION SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR 2. IN ALL CASES WHERE TREES ARE 6'-0" OR LESS FROM ANY STRUCTURE, AWNING, OR "DE.P _ - PLANT PIT TO BE (2) TIMES THE _ WIDTH OF THE ROOT BALL c 12" = CORRECT VALVE SEQUENCE. 5• RUN ONE EXTRA VIRL (COLOR: ORANCE) TO FARTHEST RCV - FOR FUTURE USE. HARDSCAPING, INSTALL TREE WITH ROOT" BARRIER SYSTEM PER MANUFACTURER'S s'IIII ;ai!il' THE BOTTOM OF THE ROOT SPEC IFICAT?ONS. BELOW ALL TREE SPACING REQUIREMENTS DOUBLE STAKED TREE ni PEDESTAL MOUNT SPRINKLER GATE VALVE- 3" or smaller n2 POP-UP SHRUB SPRAY/BUBBLER M G D A CONT ROLLEF' - TREET TREE PLANTING MUST CONFORM TO CITY OF S RANCHO CUCAMONGA DETAILS 605A AND 6058. PLASTICVALVE BOX 1 COVER MARKED "IRRIGATION RCV' 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM Of ?4- FROM ANY STRUCTURES 04 HARDSCAPING. BROOKS BOX 1 L10 OR EQUAL 2. All ABOVE GROUND ASSEMBLY SMALL RECEIVE (Ii COATS OF RED PRIMER AND 1) COAT El'. 4th`. 1/2 OF SPACING REQUIREMENT EXTERIOR ENAMEL - COLOR AS SELECTED BY LArIDSCAPE ARCHITECT. TO SPRINKLER- ANGLE PIPE TO HARDSCAPING 7. WHEN UNIT 15 NEXT TO A STRUCTURE (te. WALT, BUILDING, ETC.) MOUNT TEST COCKS ON SPECIFIED DEPTH WITH 45' ELLS -9V OPEN OR NON -STRUCTURE SIDE. SCH 40 PVC MAIrf ADAPTOR �. ] \ MN<ALLS CURB ETC. P ----------------- BACKFLOW rREVENTOR ASSEMBLY SCH 80 PVC t1tI0N 9'EXP. 4/42 BRASS NIPPLE - TYPICAL (4) PLACES BRASS NIPPLE / - I I 'SNAP-TITE' WATERPROOF CONNECTORS - _ BRASS 90' ELL - TYPICAL (2) PLACES 1' IN LAWN AREAS 3• IN PLANT BEDS ELECTRIC CONTROL VALVE `.________________: BRASS NIPPLE FINISH GRADE 2 MISC. REVISIONS PER CUP 90-40 Q _ FOR BRASS WYE STRAINER WITH 60 MESH MONEL SCREEN -1,lli, AS -BUILT REVISIONS �s•��-7/ - CLEAN BACKFILL - SEE SPECS. _ II ;Ifi l# --- PIG TAIL EXPANSION _ = MATERIAL, 90; COMPACTION REQUIRED s GATE VAVLE r-12" THICK x 12' WIDE CONCRETE PAD = ��' _= LOOP (MIN. 24' LONG) CI Y N RNMANUFAMCTtRRER) 12' SLOPE (LENGTH VARIES PER _ _- _ BRASS ANGLE GLOBE NO. DESCRIPTION OF REVISION DATE APPROVED ry SAND NON SLEEVE FROM WATER SOURCE FINISH GRADE �__ F --FLOW _ VALVE W/(INION BRASS NIPPLE CITY OF RANCHO CUCAI ONGA EQUAL -PRESSURE LATERAL LINE SIZE TWICE DIAMETER OF NON -PRESSURE - _ LATERAL LINE _ _ . it l) CNOL WIRE SLETE PER PPHN - P WV ��III� _ �G I�I ILLI = _ o = .(1 �U ml r. Q, _ CRUSHED V Llf�l AGGREGATE PLANTING &IRRIGATION DETAILS s PRSiZE INSTALL ADJACENT0 ENSURE SUPPLY , „'I NIPPLE TYPICAL - N j�(' BRASS - ��II��� I"" uE ' - -SCH 80 PVC NIPPLE LINE €RI11 (2) PLACES NOTE: - 'I I VIII ���I I I�,.-CONTROL �'�I - PRESSURE SUPPLY LINE SLEEVE - SIZE o �IfI 12"x12'x12' CONCRETE "! � COMPACTION THRUST BLOCKS -TYPICAL REQUIRED PLACES 6 C014O11 VIRES BASELINE R A D O 1. ALL SHRUB$/GROUND COVER TO BE PLANTED AT TWICE DIAMETER OF PRESSURE SUPPLY = (2) IR EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: N v 2 WHERE PLANI E�� ADJACLNI TO WALLS,WALKS, CURBS OR 6" TYPICAL LINE -' SCH 40 PVC MALE ADAPTORS �� " ^ o � . TYPICAL (1) PLACES SCN 40 PYC SxSxT TEE NOTE: PRESSURE SUPPLY �/ N r (WEST O CARNELIAN) SIMILAR LIMITATIONS ALL SHRUBS AND GROUND COVER SHALL BE PLANTED Ai ONE HALF THE DESIGNATED ATE' - 4� 1 LIRE TO SYSTEMS I I pp, FLOW --Y. - 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. <<' 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. i' �' A N=' �� t" �� - - y -. APPROVED BY: DATE: J CITY ENGINEER RC.E N0� 2239? SPACING FROM SUCH LIMITS. 1. ALL SLEEVES TO BE SCH 40 PVC. OJ = BRASS 90' ELL - TYPICAL 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. ,1 `xp ,�� 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. _. C° (2) PULES 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ,rl DESIGN RECOMMENDED _ Y ` S. ATTACH VALVE IDENTIFICATION TAG YITN APPROPRIATE CONTROLLER AND 4tr j J.F. DAjvideon Associates, Inc. J. F. tom. ENGINEERING PLANNING SURVEYING Q SHRUB &GROUND COVER TYPICAL SLEEVING REDUCED PRESSURE BpCKFLC�W �i VALVE NUMBER TO CONTROL WIRE. REMOTE CONTROL �E rA, VALVE WITH -r.� _L ARCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 3880 Lemon Street Suite 300. P.O. Box 493. Riverside. CA 92502 SHEET „14,686OB44 FAX 714-M6-59" L I C 7 SPACING F'REVENTER SHUT-OFF VALVE a UNION F o 7 of CHECKEDNO DRAWINGnNO A.M. DATE 2/ 1 0/89 FILE NO 12.x7 W .O. 4 8810467-10 f