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Home My WebLink About1960-L DEVELOPER/OWNER STANDARD PACIFIC HOMES LANDSCAPE ARCHITECTURAL PLANS 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 L M D ANNEXATION VICTORIA ARBORS CONTACT: MIKE WHITE TRACT 16370 L . M . D . Na . 2 VICINITY MAP GENERAL NOTES SHEET INDEX > o L - 1 TITLE SHEET Q 00 -� 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN � y �Q' LANDSCAPE ARCHITECT AND THE CITY. F- W L - 3 CONSTRUCTION PLAN w � �� 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 4 IRRIGATION PLAN = U h 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 IRRIGATION PLAN UO Q SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 IRRIGATION DETAILS 210 FREEWAY 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 TREE PLANTING PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. L - 8 TREE PLANTING PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 SHRUB PLANTING PLAN BASELINE RD. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L - 10 SHRUB PLANTING PLAN RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 PLANTING/CONSTRUCTION DETAILS CHURCH ST. 7, WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 12 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) FOOTHILL BLVD. HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 13 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) PROJECT 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 FOOT L - 14 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. L - 15 ELECTRICAL - GENERAL NOTES 6TH. ST. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT SITE ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L - 16 ELECTRICAL - LIGHTING PLAN CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE t - 17 ELECTRICAL - PHOTOMETRICS 10 FREEWAY OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L - 18 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL ELECTRICAL - PANEL SCHEDULES Lli REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER >Q LU J COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Y ¢ 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. W Y 0 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. = J Q Q 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: � s BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS OF- I j NOT TO SCALE * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS U * 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 CONSULTANTS MAINTENANCE RESPONSIBILITY MAP FIELD, AND 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 CIVIL ENGINEER: UTILITIES / ELECTRICAL CONSULTANT: j W -_ __ * 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. g * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. J * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MDS CONSULTING BJ PALMER AND ASSOCIATES 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 DIAL BEFORE YOU DIG IRVINE, CA 92614 SAN JUAN CAP I STRAN O, CA 92675 i Z ,II (949) 251-8821 i f Q ISI (949) 487-2555 PLAY IT SAFE AT LEAST TWO CONTACT: STAN MORSE CONTACT: BRUCE PALMER WORKING DAYS DIAL BEFORE YOPRIOR TO YOU DIG! EXCAVATING O / \ SERVING NINE SOUTHERN CALIFORNIA COUNTIES O 1 � - -- -- LANDSCAPE QUANTITIES �! CUCA � i� , I TRACT 16370 TRACT 16370 TRACT 16370 TOTAL SQUARE FOOTAGE: LOT 'D' PASEO LOT'B' PASEO CORNER OF CHURCH V I it 8 ARBOR LANE I F-�` I �� Z .I MD AREA Uj � ��1 TOTAL ACRES: 0.64 0.05 0.06 � i C" O 0 DESCRIPTION OF REVISION DATE �e V 0 Q C] TOTAL LMD AREA (CORNER ONLY): 0 sf 0 sf 2440 sf r I THIS IS LANDSCAPE AREA ONLY) CITY OF RANCHO C U CAM 0 N GA -- TOTAL LMD COBBLE ONLY AREA: 960 sf 151 sf n/a TITLE SHEET TOTAL LMD AREA Excludes Above Areas): 26,912 sf 1,976 sf n/a LANDSCAPE AREA: 12,121 sf 845 sf n/a --- I �i �, - COBBLE (INCLUDES SIDEWALK OVER 4' WIDE): 8,360 sf 732 sf n/a FOR LMS ANNEXATION BALANCE OF SIDEWALK AREA: 3,327 sf 399 sf n/a COBBLE PERCENTAGE: 40.6% 46.4% n/a VICTORIA ARBORS TRACT 16370 �►,NDSCAPF � TOTAL DECORATIVE LIGHTS: 16 3 Not Required �� M WITIyFRs '�'y,� APPROVED e'Y: DATE: CRY ENGINEER RCE: 24953 NOT TO SCALE TREES: o�oM CHURCH STREET r " GEIJERA PARVIFLORA 21 4 0 IIIIIIIIIECOMMIll LAGERSTROEMIA INDICA 'MUSKOGEE' 0 0 2 n �e O� Withers and Sand ren Ltd. LAGERSTROEMIA INDICA 'NATCHEZ' 8 2 0 * W a * 9 _ -- - - -- n Landscape Architecture PYRUS CALLERYANA'ARISTOCRADRWN PAGE T 12 0 0 Fc to DIN L-1 of 18 s) \P � 3467 Ocean View Boulevard, SuIN A RHUS LANCEA 18 0 0 qTE of ��>,pc ` Glendale, CA 91208 WASHINGTONIA ROBUSTA 0 0 3 aHECICED Tel: (816) 236-3006 Fax: (818) 236-3066 DRAWIM N0. LW 10/06/2004 -19(00-L PROJECT SHT. NO. 10 OF • C _ TYP. CONSTRUCTION LEGEND 10 2' TO 4' RETAINING WALL - SLOPING BACKFILL C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS fm f-1XVPS111rmNoSPKTAL1At9wL'C71av WALL LOCATION (TYPICAL) - SEE J FLOW LI ;TYP. . Q7t 1ENUXX VAUCONRO4MTVJCSM21.4&UMO onW • s•lyggTyr M u1CSM.W.21-13. "WALL PLANS, VICTORIA ARBORS �Y� C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF ImA WMIS 6iMOF40STIMMN 6111AM 0 MR05MRS AWLP _-— - Maff SI1P6CM TO MMIXI SI MN.MR UCSM.1110 21-1R TRACT NO. 16312-16314, 16369-16374" Z ' puanM6 L0AC>Pf7E•28w m mt 0 m imYS Uff TY r2 c> yr O SN RANCHO CUCAMONGA STANDARD DETAIL 542 vn .., � �toor<3-MN.miMclm7f MW malt roit,wr MWair rp, (SEE DETAIL A, SHEET L-7) rAw'uacs>ac J � � �TN � Noir 1mrAnmlwG i«tics• M S4An�1C,UM s OMU W SE> N _ C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. ,,ASMC33 3WOMMIR,,,VRADVAS-90M, CONCRETE MOWCURB ON ALL EXPOSED EDGES OF WATP1P Wff&4aMUA*a-*14 L"'10V11a7>'ITSrM-OREi UC : _ �w ri"m S"otm o urm co$bnerlcrm • bj COBBLE AGAINST PLANTERS (SEE DETAIL B, ' SHEET L-7) FLOW LINE, TYP. 0 C - 4 STREET LIGHTING PER CIVIL ENGINEER'S I� • • Oa _ -� STREET IMPROVEMENT PLANS 0 T am cm Sm 0A0Um R - 1 TYP STREET O.W.. = ` m C - 5 PEDESTRIAN LIGHTING LOCATIONS ONLY REFER TO - � s r emu • - 2 TYP - -- - W SHEETS L-14 - L-18 FOR ELECTRICAL PLANS. ro -Fluv C - 6 W r a° °�iu •mac o>< LIMIT OF WORK - , (nC - 6 AREA DRAIN, TYP. REFER TO STREET AND STORM DRAIN - 3 TYP. `� r o1A SSR APEW FrE w/1 Or.311C i ♦ IMPROVEMENT PLANS (TRACT 16370), SHEET 2, BY CIVIL 1••'• a"AMLWtAFM w/M1W14WFLIM ' W ENGINEER FOR ADDITIONAL INFORMATION. L — L.. + F �w//OM�MOMNPO. WALLS 2'-r!MM MAY USE QPM C - 5 TYP. \ Z ncAO J=I w/I CF.3/4r a"AM- - 4 TYP. � aw CP C - 2 TYP. J (4) "MM Conk.•3'-4• f . KENWOODPLACE _ -w ( C - 3 TYP. X r Mo"z coax. rWALL J. BOULDER SCHEDULE _ O = 3' DIAMETER BOULDERS , A B C D DOWEL E VERT 'FBAR _ /4a3z O/C 41'• = 2' DIAMETER BOULDERS 2'-8 2'-3 N/A 14'j N/A N/A i r. P / r 3'-4 2'-3 6" /40tT? 04048 N/A •32 O C � '-V " , Co _ ' ' \ \, ! a = 18" DIAMETER BOULDERS 4 _0 6 pa3? 01C14' .33- ?.O/C �-O� r 1,,. 1r NOTE: BOULDERS BETWEEN THE STREET 4._8 '_s- e' 6.o/c J,3,3" /4W6-O/C ,�0.3?-o/c CURB AND THE SIDEWALK SHALL NOT BE ?O' - — - TALLER THAN 24 ABOVE FINISH GRADE. TYP. x\ � REFER TO VICTORIA ARBORS �� V I NOTE: RETAINING WALL WILL BE AN EXISTING CONDITION FOR LMD TRACT 16313 PLANS THIS PROJECT. ALSO REFER TO "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374- THIS DETAIL PROVIDED AT THE REQUEST OF THE CITY OF RANCHO CUCAMONGA. (5/5/2003) F SeCT LI OF WORK TYPICAL RETAINING WALL SECTION KEY MAP WALL LOCATION (TYPICAL)- SEE TYP. "WALL PLANS, VICTORIA ARBORS ` TRACT NO. 16312-16314, 16369-16374 %� � REFER TCj VICTORIA ARBORS, -- FLOWLIME, TYP. t A BOR �E CFD 2001-01 PLANS, CI ; DWGI# 1983 A STREET R.O.W. - 6 , • W � t� - 3 TYP. 0 ` _ • I t _ - --_ FLOW LINE, TYP. O AL W - C/) O iP �� C TYP. I ® ♦ v C - NTSI 4 TYP. 3 T�P. Q OAKFORD COURT \ - DIAL BEFORE YOU DIG an �, 1-800-227-2600 DESCRIPTION OF REVISION DATE II , °° CITY OF RANCHO CUCAMONGA o FLOW LINE, TYP. PLAY IT\ SAFE. AT LEAST Two WORKING DAYS TYPICAL: RETAINING WALL BY \ YOUDIG! PRIORTo TYP. OTHERS SEE "WALL PLANS, VICTORIA ` ` �; • EXCAVATING CONSTRUCTION PLAN ARBORS TRACT NO. 16312-16314, SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LMD ANNEXATION 16369-16374" FOR REFERENCE ONLY f, , SEE DETAIL, THIS SHEET. -� VICTORIA ARBORS TRACT 16370 1111 V � P � a APPROVED 6Y: DATE. LA CRY ENGINEER ' RCE: &4953 W OE910N NEOOMIIDNDED 1 "at" p ON rIE Withers and Sandgren, Ltd. 0 10 20 40 * (01 * � Landscape Architecture BOE s+/ ��• ON. JK 3467 oe.an view Southward, sun. A L-2 of 18 ATF Glendale. CA 91208 1" _ 20' OF CHEOM Tel: (815) 236-SM Fax: (515) 236-3066 Lw 0Ns/04 O-� PROJECT SHT. NO. 11 OF i ` - ON L U 1 l'b CONSTRUCTION LEGEND BOULDER SCHEDULE o C - 2 TYP. C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS —_— TTYP. L�� O = 3' DIAMETER BOULDERS ci i C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF - 1 Ty* ; RANCHO CUCAMONGA STANDARD DETAIL 542 • = 2' DIAMETER BOULDERS (SEE DETAIL A, SHEET L-7) • i i C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. o " = 18 DIAMETER BOULDERS TYP. ' ! CONCRETE MOWCURB ON ALL EXPOSED EDGES OF TYP. ,I COBBLE AGAINST PLANTERS (SEE DETAIL B, NOTE: BOULDERS BETWEEN THE STREET _ LIMIT OF WORK i { SHEET L-7) CURB AND THE SIDEWALK SHALL NOT BE - LLJ TALLER THAN 24" ABOVE FINISH GRADE. Z C - 4 STREET LIGHTING PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS C - 5 PEDESTRIAN LIGHTING (LOCATIONS ONLY), REFER TO � WALL LOCATION (TYPICAL)- SEE � � � � ! � "WALL PLANS, VICTORIA ARBORS SHEETS L-14 - L-18 FOR ELECTRICAL PLANS. � , �� SECTION C-C ! TRACT NO. 16312-16314, 16369-16374" C - 6 AREA DRAIN, TYP. REFER TO STREET AND STORM DRAIN SEE SHEET L-11 IMPROVEMENT PLANS (TRACT 16370), SHEET 2, BY CIVIL i ENGINEER FOR ADDITIONAL INFORMATION. Ep LIJ 1 /b , LIMIT OF WORK REFER TO VICTORIA ARBORS <% CFD 2001-01 PLANS, I CITY DWG. 1877 - - 0 - - - TYP. r STREET R.O.W.:P LIMIT OF WORK TYP. CHURCH STREET C - 4 KEY MAP A ! 1 I y ih I --B NTS -- - -- DESCRIPTION of REV�IM DATE C" CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS TRACT 16370 1-800-227-2600 SPF � U. WI?//c� '�'.s APPROVED B1. s'c CITY ENGINEER RCE:DATE:24953 PLAY IT SAFE. AT LEAST TWO DES IEooYM11INM DIAL BEFORE WORKING DAYS reDN a5 You DIG! PRIOR 40 0 10' 20' ' it POM* aw Withers and Sandgren, Ltd. Landscape Architecture NG ON, JK 3467' ocean view Boulevard, sun. A L-3 Of 18 Glendale, CA 91208 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1• = 20' CHOOM Tei: (818) 236-3006 Fax: (818) 236-3066 COMM N0. Lw N/•s/04 1 q&O"L- PROJECT SHT. NO. IX OF IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL �. m m RAINBIRD 1812-SAM-PRS-NP-5 H,F 12" POPUP FIXED SPRAY HEAD 30 5' .20, .41 F RAINBIRD 1812-SAM-PRS-NP-6 VAN 12" POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1.2 F �+ C�i O RAINBIRD 1812-SAM-PRS-NP-8 H,F 12" POPUP FIXED SPRAY HEAD 30 8' .52, 1.05 F IiIsRAINBIRD 1812-SAM-PRS-NP-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F AS RAINBIRD 1812-SAM-PRS-NP-10 H 12" POPUP FIXED SPRAY HEAD 30 10' .79 F WALL LOCATION (TYPICAL)- SEE Y RAINBIRD 1812-SAM-PRS-NP-10 VAN 12" POPUP VARIABLE SPRAY HEAD 30 10' 0.75 - 2.60 F � �� • � �� "WALL PLANS, VICTORIA ARBORS X M� V O RAINBIRD 1812-SAM-PRS-NP-12 H,F 12" POPUP FIXED SPRAY HEAD 30 12' 1.30, 2.60 F TRACT NO. 16312-16314, 16369-16374" - � mRAINBIRD 1812-SAM-PRS-NP-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 - 2.60 F 'kb -o j � 0 ♦ RAINBIRD 1812-SAM-PRS-NP-15 Q,H, 12" POPUP FIXED SPRAY HEAD 30 15' .92, 1.85, 3.70 F� �A �_� ter- -- �. 1140 t L72 29 - ' +h - \ M RAINBIRD 1812-SAM-PRS-NP-15 VAN 12" POPUP VARIABLE SPRAY HEAD 30 15' 1 0.92 - 3.70 F 2" r/ 10-00 s' \ 3 SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL 2022 Ls 59 M / OW - - " - W �00Fm EXISTING 2 WATER METER J EXISTING BOOSTER PUMP • ^ LU LT OF WORK . �" \ w IMIo . © - - EXISTING PRESSURE REGULATOR DEVICE - y - - PROVIDE STUB OUT AND EXISTING REDUCED PRESSURE BACKFLOW DEVICE / n , �c 1 4 � `� \ � �� 0 - 447 W W a c, �M 1 + + ho Z ,o - - EXISTING MASTER VALVE CONTROL WIRES FOR L-M6 ; — / _ TRACT 1631 WIRES) +�' ;, N CO N KENWOOD PLACE ! • �� ij _ $ © - EXISTING 32 STATION IRRIGATION CONTROLLER - -- E!r= - - EXISTING FLOW METER RAINBIRD PESB-CP-PRS-D-NP-HAN. REMOTE CONTROL Vq�y� SAS Np�p ON P S A INSTALL WITH NON-POTABLE FLOW CONTROL HAND = := r (PEB-NP-HAN1 OR HAN2, DEPENDING ON VALVE SIZE) �� / � 0� - `�• \ i INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL) VALVE SIZE , ' \ RAINBIRD 33DNP ALLUINKPCRPLE CARSON LVA�LKVE BOXO$ EQUAL B SQ. FT. 2" 62 GPM • � �\ ^�• � � lv ) 814 SPEARS OR TU-2-0901 PVC BALL VALVE - UNE SIZE C VALVE NUMBER y i PRESSURE PVC MAIN UNE - SCH. 40 FOR 1-1/2" AND UNDER p OR EQUAEL CL 315 FOR 2" AND LARGER - SEE PLAN FOR SIZE - - I RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE - - ALERTUNE SCH. 40 NON-PRESSURE PV LATERAL UNE - SEE PLAN FOR SIZE D --- - - OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE iPVC SLEEVE - TWICE UNE SIZ MINIMUM U E 6" DIAMETER PIPE ANY APPROVED SCH. 40 FOR ALL MAINLINE AND 2 112 LATERALS (4'S FOR ALL LATERALS 2" E RE ER TO VICTORIA ARBORS \ -— —- AND SMALLER AT STREET CROSSINGS) RE6LAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE LMD TRACT 16313 PLANS NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINUNES AND LATERAL LINES. DIAL BEFORE YOU DIG ` �► IRRIGATION MAINLINE NOTE: 1-800-227-26M LIMIT OF WORK ^� ' TYPICAL: CONNECT MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR NEW MAINLINE AND GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED WITHIN VALVE CONTROL LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE MAINLINE WIRES TO EXISTING MUST RUN UNDER COBBLE OR ACROSS ROADS, INSTALL IN 6" PLAY IT SAFE. AWORLEAST TKING 3 DAYS STUB OUT PROVIDED DIA. SCH. 40 PVC SLEEVES. DIAL AFORE PRM TO Lt 3 YOU DIG! a EXCAVATING 18 UNDER ARBOR LANE 790 2001-01 CITY DWG. NOTE: ALL MAINLINE PIPING TO BE INSTALLED 18" IN FRONT OF 631 NO.1983. VERIFY SIDEWALK WITH A MINIMUM COVERAGE OF 24". CONTRACTOR KEY MAP SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1274 N� 'h 0 'h `'>� CONTROLLER TO PROVIDE NON-POTABLE WARNING TAPE 6" ABOVE PIPING -t 2 / �4 0 2441 54 ' LOCATION WITH CITY ENTIRE LENGTH OF PIPE. Y L1 t D REPRESENTATIVE. WALL LOCATION(TYPICAL) - SEE �\ N GENERAL VALVE/QUICK COUPLER NOTE: "WALL PLAN R /ev 4 M" . �4 CONTRACTOR SHALL NOT INSTALL ANY VALVES OR QUICK S, VICTORIA ARBORS 128 4 \ � ► ' TRACT NO. 16312-f6314, 16369-16374- at f111 �•�6! 1N4 „ �_-- ,f #�, \ REFER TO VICTORIA COUPLERS IN COBBLE AREAS. CONTRACTOR SHALL INSTALL A 1 i 1 N _ ARBORS, ARBOR LANE THESE ITEMS IN PLANTER AREAS ONLY. I I EIev.--1'279.8D FS ," N �6 �� #� CFD 2001-01 PLANS, CITY I i W R.O.W _ 1t 1N DWG. # 1983 ,b O • �'� SLEEVING NOTE: at High High Head may. CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND LATERAL __�_�_ +✓ �— Q �' s >�. SLEEVES 12 BEYOND HARDSCAPE INTO PLANTER AREA. NO i li 1 1 2 38 1 r `� 1 / O -IMF ♦ \ >� ARBOR LANE SLEEVES TO BE TERMINATED UNDER HARDSCAPE. CONTRACTOR r i u Q 1568 Lio O ! , NTS �» WILL BE RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE j' - " " � � , � � -�_♦ '�� PRIOR TO INSTALLING SLEEVES. W /M aD 2 W 1608 60 `, ., � � ��- `" O #� ♦ �/ ��h ♦ �* y* FOR IRRIGATION NOTES SEE SHEET L-6. ` 49 � x_ �� ♦ � ' , I Z 1 sol 9/0 POINT-OF-CONNECTION: ,.K _ L„ Refer to Arbor Lane CFD 2001-01 Plans, City Dw # 1983 H- APProx. 1261.30 METER SIZE AND ELEVATION: 2" Meter, Elev. B MAX FLOW: 70 GPM (POC "K - L", ARBOR LANE PLANS) — �� - ' `' '�� •� , N STATIC PRESSURE (HIGH/LOW): H 70/ L 63 STUB OUT FOR LMD TRACTS HGL: 1408 Zi 16370 & 16369 SYSTEM DESIGN PRESSURE: 103 psi (PUMP REQUIRED) an OAKFORd COURT PROVIDED UNDER CFD DESCRIPT*N of REVMM DATE M** �p \ 2001-01 ARBOR LANE PLANS SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA (CITY DWG. # 1983), SHEETS DATE INFO OBTAINED: 1215/2002; 04/28/2003; 09/02/2003 CITY OF RANCHO C U CAM O N GA / \ c L-8 AND L-9 THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN IRRIGATION PLAN f� y+ THE FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE o LOWER WITH RECLAIMED SYSTEM (PER HUGO BORJA, CCWD, ^' 4/24/2003); PUMP HAS BEEN DESIGNED TO COMPENSATE FOR FOR LMD ANNEXATION STATIC PRESSURE NOT LOWER THAN 50PS1) VICTORIA ARBORS TRACT 16370 J,ND6C/I PF DATE: /2l7lat APPROVED 8Y: CRY ENGNM M GGA RCE: 2,4953 OEal01i PEDOMhElMM Wn DH aF 0 10' 20' 40' * * Withers and Sandgren, Ltd. + Landscape Architecture �YIOE DN, JK 3467 Ocean View Boulevard, sidle A L-4 of 18 iiiiiATE Glendale, CA 91208 1" - 20' OF CHEMM Tel: (818) 236-3006 Fax: (818) 236-3066 0-11 a Nm Lw 0/6y04 p PROJECT SHT. NO. OF `SCJ �� ;I '� IRRIGATION MAINLINE NOTE: o o _ ,_j I MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR POINT-OF-CONNECTION "F" i G� J� _ � I f o GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED (REFER SHEET L48, CFD 2001-01 PLANS, CITY DWG. # 1877) WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE i MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. METER SIZE AND ELEVATION: 2" / Elev. Approx. 1255.44 " ! MAX FLOW: 160 GPM NOTE: ALL MAINLINE PIPING TO BE INSTALLED 18" IN FRONT STATIC PRESSURE (HIGH/LOW): H 71 / L 65 OF SIDEWALK WITH A MINIMUM COVERAGE OF 24 . HGL: 1411 0 CONTRACTOR TO PROVIDE NON-POTABLE WARNING TAPE 6" SYSTEM DESIGN PRESSURE: 93 psi (PUMP REQUIRED) ��S ABOVE PIPING ENTIRE LENGTH OF PIPE. BOOSTER PUMP SYSTEM / MODEL NO.: SEE SHEET L-30 tih� os LIMIT OF WORK r I� I BOOSTER PUMP SIZE: SEE SHEET L-30 GENERAL VALVE/QUICK COUPLER NOTE: 230 VAC 1 PHASE 60 HZ TO BOOSTER PUMP TO SUPPLIED BY OWNER h�. WALL LOCATION (TYPICAL)- SEE ! CONTRACTOR SHALL NOT INSTALL ANY VALVES OR "WALL PLANS, VICTORIA ARBORS QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA TRACT NO. 16312-16314; 6369-16374" Z SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. DATE INFO OBTAINED: 12/05/2002 /04/28/2003 � g Elev. 1257.77 FS THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE 9 SLEEVING NOTE: FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER at Hi h Head "Y+ CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND WITH RECLAIMED SYSTEM (PER HUGO BORJA, CCWD, 4/24/2002); PUMP • els 1 y LATERAL SLEEVES 12 BEYOND HARDSCAPE INTO PLANTER HAS BEEN DESIGNED TO COMPENSATE FOR STATIC PRESSURE NOT o 759 32 f�4 � � /. c AREA. NO SLEEVES TO BE TERMINATED UNDER LOWER THAN 50PSI) L01 16 �i F7 ,�,,► Q HARDSCAPE. CONTRACTOR WILL BE RESPONSIBLE FOR 00 VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING - LIMIT OF WORK l �`ti%K SLEEVES. REFER TO VICTORIA ARBORS CFD 2001-01 PLANS. CITY ► ► FOR IRRIGATION NOTES SEE SHEET L-6. 44 DWG. # 1877 �� •� • n ea R w ly4 �Q F ►h�p�� 4 40 F$ 4 N2 STREET R.O.W. •�� 3'. - VP \F) ;;-. : . 11flNMdfO01f -- - 2440 2 54 LIMIT OF WORK _-_ TYPICAL: CONNECT NEW MAINLINE AND VALVE CONTROL WIRES TO EXISTING STUB OUT PROVIDED e►45' �0 UNDER VICTORIA ARBORS CFD 2001-01, CITY DWG. NO.1877. VERIFY CONTROLLER LOCATION WITH CITY CHURCH STREET REPRESENTATNE.,,, j0 41 tou 42+00 KEY MAP IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL im RAINBIRD 1812—SAM—PRS—NP-6 VAN 12" POPOP VARIABLE SPRAY HEAD 30 6' 1 .37 — 1.2 — C�k RAINBIRD 1812—SAM—PRS—NP-8 H 12" POPUP FIXED SPRAY HEAD 30 8' .52 F �S RAINBIRD 1812—SAM—PRS—NP-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 — 1.70 F RAINBIRD 1812—SAM—PRS—NP-10 H,F 12" POPUP FIXED SPRAY HEAD 30 10' .79, 1.58 F I V p RAINBIRD 1812—SAM—PRS—NP-12 H,F 12" POPOP FIXED SPRAY HEAD 30 12' 1.30, 2.60 F �I j M RAINBIRD 1812—SAM—PRS—NP-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 — 2.60 F -- 0 ♦ RAINBIRD 1812—SAM—PRS—NP-15 H,F 12" POPUP FIXED SPRAY HEAD 30 15' 1.85, 3.70 F M RAINBIRD 1812—SAM—PRS—NP-15 VAN 120 POPUP VARIABLE SPRAY HEAD 30 15' 0.92 — 3.70 F SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL j 0 — — EXISTING 2" WATER METER — — r` Co ® — — EXISTING BOOSTER PUMP — —� EXISTING REDUCED PRESSURE BACKFLOW DEVICE — $�� — — EXISTING MASTER VALVE — _ -_ ® EXISTING FLOW METER — EXISTING 12 STATION IRRIGATION CONTROLLER — NTS RAINBIRD PESB—CP—PRS—D—NP—HAV. R�IVT �QNTRO V SJ��W C�L HANDLES A VALVE INSTALL IN PURPLE CARSON VPALVEDI BOX�('OR EQUAL)SIZE) 0 RAINBIRD 33DNP jUINKPURPLE CARSON LVALVEN BOXO R EQUAL) B SQ. FT. y VALVE SIZE DESCRIPTION OF REVISION DATE ►t SPEARS OR TU-2-0901 PVC BALL VALVE — UNE SIZE C 814 62 GPM EQUAL NE PRESSURE PVC MAIN UNE — SCH. 40 FOR 1-1/2" AND UNDER, p VALVE NUMBER CITY OF RANCHO C U CAM 0 N GA AL EQUAL CL 315 FOR 2, AND LARGER — SEE PLAN FOR SIZE RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE ALERTUNE SCH. 40 NON—PRESSURE PVC LATERAL UNE — SEE PLAN FOR SIZE D IRRIGATION PLAN OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE —— — ANY APPROVED SCH. 40 PVC SLEEVE — TWICE UNE S/IZ� MINIMUM (USE 6" DIAMETER PIPE FOR LM D ANNEXATION —— —— AND SMALLER R ALL AT STRENE ET CROSSINUGS)RE6LAIMEDR(PURPLE) PIPE 2" E WITH PURPLE WARNING TAPE DIAL BEFORE YOU DIG VICTORIA ARBORS TRACT 16370 W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE — SIZE AS NOTED ON PLANS E 1-80227-2600 �► +PE NOTE: INSTALL PURPLE "NON—POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. Q � ® ey w1r , �► APPROVED BY: - DATE: �, CITY ENgNEER RCE: 24053 PLAY IT SAFE. AT LEAST TWO DEIM olmomMDow WORKING DAYS T DIAL BEFORE YOU DIG! PRIORTO 0 10 20 40' * D * Withers and Sandgren, Ltd. EXCAVATING M v O1 Landscape Architecture PAK ate i \! DN, JK 3.67 Ocean Vi... B•ubva►d, Suits A L-5 of 18 Glendale, CA 91208 SERVING NINE SOUTHERN CALIFORNIA COUNTIES lm = 20, �rE OF CHECKED Tel: (a 1 a) 236-3006 Fa:: (a1 d) 236-3066 DR*VM'IQ NO. Lw 6o-I- PROJECT PROJECT SHT. NO. OF i IRRIGATION NOTES PROJECT NAME: Victoria Arbors-LMD Tract 16370(Lot'B') 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF Paseo(Church Streetto Wilson Creek Dr.) TO SPRINKLER - ANGLE POPE 7O CONNECTION. THE CONTRACTOR SMALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE 03-0491 SPECIFIED DEPTH WITH 4V ELLS INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE SCH 40 PVC MALE ADAPTnit CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Volvo tt F7 SO4 s0 PVC UNION "MEE C WAOR GPM: 31 FAARDSCAPNKi(SEE NOM 4) PVC NIPPLE NE OR E QUAWL 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE ;E ELECTRIC CONTROL VALVE ROUND PLASTIC VNALVE soot t REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW STATIC PRESSURE High 1 71 - _ ( NON- ETCHED 1RMGATION GATE' PLASTIC VALVE��/ NON-POTABLE) METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER Low: 65 (CARSON OR (CARSON ply% CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. Person Spoken ro: Russell S+wa 1' FINISH GRADE ETCHED WITH EQUAL) ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. company: CCWD �_ AND VALVE SEOOOUEETNRCOEILER Prom Number 987-2591 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-2(SIZE 1 Date 1W512002 I I FINISH GRADE THROUGH B)STAINLESS STEEL ENCLOSURE WITH LOCK,A14D SHALL BE INSTALLED PARALLEL TO THE HG 1408 VALVE _ 1 1 oR SMA IM WITH I I STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Total _ sr BACKFILL srm wwoLE EAiIBACKFILL - SEE EMIulyMnent size Length GPM PSI Loss SPECS. FOR ANTERIAL. wow _ OR LAFApM WITH SIDEWALK 4.THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR Meter 2" 31 080 Sou REQLlfRED Ei COATEDoft DESIGN CLARIFICATION ONLY AND SMALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID Service Line 1 31 0.00 `r 0 ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LINES Backflow Device 2" 31 12.0 a AND EQUIPMENT,AND ARCHITECTURAL FEATURES. Pressure Regulator 31 0.00 , , , , , , , , , , , , , , , , , ,, , , .DO NOT DRINK' b 3' PIG TAIL EXPANSION WARNING TAPE ON IRA LONG) OF LOW (MIN. 24' Mainline 2-1/2" 139' 31 0.57 '.'.'.'.'.'.'�' MAINLINES AND LATERAL LINES. I 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR 2" 30' Q 31 0.24 ROVIDE r MIN. OF SAM 3. If �{ 3' / BRASS ANGLE TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION Master Valle 2" 31 0.53 �' s'�''''' BEDDING AND SHAOOe1G I � ` VALVE w t1NI0N IMMEDIATELY TO THE CITY. Flow Sensor 1.5" 31 0.503/4 WiASHED CONTROL WIRE SLEEVE - 10 3 Gate/Ball Valve 2" 31 2.00 SIZE PER PLAN S ' Chtls AGGREGATE 6.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES Control Valve 1 114" 31 3.09 ADAACENT TO SUPPLY L PREsstnt£ 80 AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST Lateral Livres-Sch.40 2" 10' 31 0.07 '�° o SCH NIPPLE TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 9 SCH 80 UNION 1-1/2" 0' � - 0.00 - - - PRESSURE SUPPLY IMINE 1-1/4" 5' 16 0.08 - - SLEEVE LA ETA L ti- SIZE TWICE /-CONTROL! COMMON WRES 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE • WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS, ETC. THIS SHALL INCLUDE THE SELECTION V. 4' @ 9 0.08 r TVP SUPPLY LINE AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT 3/4" 38' 3 0.32 LATERAL INITIAL CONSTRUCTION. SUBTOTAL: 20 28 �-�SM I DIAMETER OF NON-PRESSURE 3 4' WASHED CRUSHED Loss through fittings 10% 2.03 1. ALL SLEEVES 70 BE SCH 40 PVC. u�'r'L ANNE BASE BRASS NIPPLE B.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITH THE NOTES: SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION Sprinkler head PSI needed 30.00 2. EXTEND ALL SIEVES 12' BEtii01D EDGE OF � AT BOTH ENDS. 1. PUCE AGGREGATE PRIOR TO INSTAULATM OF VALVE sox. SCH 80 PVC SXSXT TEE Elevation change 0.94 R 0.41 3. ROUTE SLEEVING AROUND HANDICAPIMMPS. 2. INSTALL CONTROL VALVES A MM. OF 12' FROM STRUCTURES OR NIG HARDSCAP . PRESSURE SUPPLY LINE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF 3. INSTALL WLVES IN PLANT BIOS WHERE EVER POSSIBLE NEXT TO SIOEWALKS. 4. Pl1 1 UNDER MVEMENT SUSCEPTIBLE TO TRAFFIC LOADS RIFER TO CITY 4. PLACE VALVE BOK AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NOTES: CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. TOTAL SYSTEM LOSSES: 52.71 STD. No. 120 24- MMI. TO 36- ANAL DEPTH TO TOP OF PIPE BELOW S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE Boot 1.INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPWG. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. smcti1RAL 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2. INSTALL VALVES IN PLAIT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOWEST STATIC PRESSURE AVAILABLE: 65.00 (Potable) 5• MNUNZE NUMBER OF GLUE JOINTS LNIDER STREET. VALVE NUMBER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. MAXIMUM S. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST PRESSURE BOOST FROM PUMP (PER CFD PLC FOR POC "F": 25.00 d. USE LENGTH OF PIPE POSSIBLE TD MNNMIZE JOINTS UNDER HAROSCJIPE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE SOX. REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. BOOST CAN BE SET UP TO"PSI T' ALL PVC PPMNG TO MEET ROMAINO WATER STANDARDS. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. TOTAL RESIDUAL PRESSURE: 37.29 VALVE NUMBER. CITY REQUIREDMINIMUM RESIDUALWATER PRESSURE 15PSI 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK TII EN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA (H) PRESSURE LOSS CALC. E SLEEVING - STD. 533 (C) BALL VALVE - STD. 518 (RECLAIMED A CONTROL VALVE-STD.520 (RECLAIMED 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION PROJECT NAME: Victoria Arbors-LIVID Tract 16370(Lot'C') CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF Comer of Church Street and Arbor Lane INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 03401 12.AUTOMATIC CONTROLLER TO BE A CAI-SENSE ET2000-XX(STATIONS PER PLAN/LEGEND)-LR(LOCAL 4"USER OF MW H-W SM 80 SET TO ROUND PLASTIC VALVE BOX ! COVER:_ RADIOyRR,WiTP1,TPI 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT ° F8 FROM TO umNEM 1/4 ABODE O ( RSON NO E�A)BL.E), ETCHED -QC STRUCTURE OR CONTROLLERIELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE GPM:154 1 RARDSCAPING ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT c�s,.,r ,r.:c. c.• s.s^r t.c• 3" ABOVE GRAM IN SHRUB PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S STATIC PRESSURE High: 71 -�N�Nj N=ed.l11�fN�fNf a3 :3;i.s r:J;;.�. ;-F1�H AM GROUNDCOVER AREAS. 6, • ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE Low: 65 A IN IAVIM la" MAX CITY. FINISH GRADE Person Spoken to: Russell Sine Compary: CCWD 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE Phare Number 987-2591 ' •T r+"' RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS Date: 12/5/2002 AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. HG 1408 aEAN BACKFILL - SEF Toth SPECS. COMPAPACTION COUPLINGATERIAL 33 DNIP v�E 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE p��p�E IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. MotoDtrfellt 4 2 'DO NOT DReeK' RUBBER CAP Meter 2" 54 2.21 W IINLa�NE 700 lTAPE ON TOP E 3 ST�/UIN M STT'EL 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE Sw4ce Line @ 54 0.00SCREW CLAMP SPRINKLER HEAD ts'/."ABOVE FINISHED GRADE. BackllowDwtce 2' 54 12.00 LATERAL LINE. MINIMUM PLACES map Pressure Regulalor 54 0.00 PIPE IN Melntne 2-1/2' 100 @ 54 0.88 SNAKE „ SA tREHCI+ 3/4- WASHED CWUSHEDMaster Vem 2- 54 1.01 S� AGGREGATE eASE ? Y • !t `a!I'" Y '' • Flow Sensor 1.5' 54 0.50 _ SUPPLY 3 5 ;As "' .� X' Galeed Valor 2' 54 2.00 PIPE TRS ' Control VaM 1-1/2' a 54 4.50 SCH 40 BRASS NIPPLE Laleral Lines-Sch.40 2-1/2' F 0 54 0.04 MNADt BIP S1R�i 990' S AEE � � CONTROL A�B.O�E 2�� E - 2' 11' 40 0.13 u1E1s1 F1F1�lG 1-i 2- 1 f @ 30 0.27 ) - 71rTYP - PRESS E SUPPLY � PRESSURE SUPPLY LINE 1-1/4' V16 - 0.00 NOI�P M UTTER&LIE TI rA(2) RM PROVIDE e' MIN. OF SAND 1' 11' 0 12 0.37 BEDDING AND SHADDINc IN:1 3/4' 37 C 6 1.12 ANII-0IdNI WIDE AS REgIlAIED BCH 40 BRASS W ELL SUII'TOTAL: 25.02 SCH 80 PVC 90' STREET ELL Loss Nlrotglt"#W1096 2.50 1. UXXE AEW Y W r FROM NA OW WN SCAPBIC, MOIISTRIM NOTE PRESSURE SUPPLY ��ELL BRASS 90' SprMulsr head PSI needed 30.00 AIA FI 0 OF U ML 1. PICTAIL AID LOOP CONTROL WIRE AT W CHANGE'S IN DIRECTION. LINE FITTING Elevation t:llarge 227 R 0.98 BI Z USE hFltR)TWE ON ALL�WM 2. PRESSURE SUPPLY LINE: 2 1/2- AND SMALLER 1B- MIN. DEPTH /4STAKE 3 X WX EIFI MIER R CFECK 11 YE 40O PRIME CQPElN5AW 3- AND LARGER 24" MIN. DEPTH (2 4 LONG) TOTAL SYSTEM LOSSES: S$.SO FEATURE AS PER DIE IRRIGATION FUME 3. ALL PVC PIPNNG TO MEET RECLAIMED WATER STANDARDS. PRESSURE SUPPLY LINE 4. NEAR COIOECIION AT BOITOM KEf ONLY. LOWEST STATIC PRESSURE AVAILABLE: 65.00 (Potatle) NOTE PRESSURE BOOST FROM PUMP(TER CFD PLC FOR POC"n: 25.00 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. BOOST CAN BE SET UP TO 59 PSI TOTAL RESIDUAL PRESSURE: 31.50 CITY REQuIREG MINIMUM RESIDUAL WATER PRESSURE 15 PSI K IRRIGATION NOTES 1 PRESSURE LOSS CALC. (F) HI-POP SHRUB SPRAY - STD. 539 D TRENCHING - STD. 532 I (B QUICK COUPLER-STD.536 (RECLAIMED PROJECT NAME: Victorle Arbors-LARD Tract 16370 (Lot'D') Paseo (Arbor Lane to Tract 16313-Day Creek Blvd.) 03-0401 E II,win 1,&y Valve* 1-6 GPM:154 'lNAP-TETE' INATETtPIt00F STATIC PRESSURE High: F__70___j CONNECTOR OR EQUAL re Low: 63 WIRE SERVICE LOOPPLOOP �S1 ENOUGH WIRE TO WIRE * Pemon Sp&en to: Russell Sllve BUNDLE e" ADM GRADE) a Company: CCWD SPLICE Box WITH _ 6 d D Phone Number. 987-2591 LOCKING TOP ETCHED .'S.BSPr ate \Y Date: 12(5/2002 '' �rE of HG 1408 Total is } LAWN ARIE4 3� PLANTER BlJ75 E ent size Len GPM PSI Loss Meter 2" 54 220 Service Line 54 0.00 Backflow Device 2" 54 12.00 Pressure Regulator 54 0.00 Mainline 2.5" 1307' 54 11.50 DOCiIUMN OF FMVM ON DATE CITY 12' x i B' GREEN PLASTIC METERAPtR011m: MasterVelve 2" 54 1.01 BOX. CARSON OR EQUAL Flow Sensor 1.5" 54 0.50 ys Geteaell valve 2" 54 4.00 CITY OF RANCHO C U CAM 0 N GA Control Valva 1-1/2" 54 4.50 Lateral Livres-Sch.40 2-1/2" 4' 54 0.03 2" 0' - 0.00 1.1/2" 9' 0.13 - IRRIGATION DETAILS 1-1/4" 0' � 0.00 1" 26' a 10 0.62 Z24 3/4" 90' � 8 4.63SUBTOTAL: 41.12 VOLT WPM. TAPED AND Loss through Ittings . BUNDLED AT 15 Fr. INTERVALS FOR LM ANNEXATION Sprinkler head PSI nteeded 10% 30.00 2 CU. FT. PEA GRAVEL DIAL BERE YOU DIG VICTORIA ARBORS TRACT 16370 Elevation change 15.84 R 6.86 a p TOTAL SYSTEM LOSSES: 92.09 APPROVED BY- DATE LOWEST STATIC PRESSURE AVAILABLE: 63.00 (Potable) Cw M'�Ns ml � RIE. 24953 PRESSURE BOOST FROM PUMP 43.00 AT LEAST TWO DEeION BOOST CAN BE SET UP TO 59 PSI PLAY IT SAFE. WORKING DAYS TOTAL RESIDUAL PRESSURE: 23.91 DIAL BEFORE PRIOR TO � CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 16 PSI YOU DIG! EXCAVATING Withers and Sandgren, Ltd. • OIbMMIi Landscape Architecture PAGE MIK. DN 3467 Ocean View Boulevard, Sulte A L-6 of 18 J SERVING NINE SOUTHERN CALIFORNIA COUNTIES Glendale, CA 91205 PRESSURE LOSS CALC. (�' 24 VOLT SPLICE STD. 540 « T.I: 236-3006 Fax: 0/09/2004515) 236-3066 0 �_ PROJECT SHT. NO. 16- OF TREE LEGEND ' QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS 1-4 O T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL / MIN. 20' O.C. 21 MIN 20' D.C., PLANT 2'-0' MIN FROM - - HARD APE WALL LOCATION (TYPICAL) - SEE • T-3 LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24' BOX / SPACING AS SHOWN - STANDARDS "WALL PLANS, VICTORIA ARBORS o TRACT NO. 16312-16314, 16369-16374 T-4 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 8 y ( j T-5 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING AS SHOWN 12 STANDARDS / SKINNED a CLEANED PRIOR TO DELIVERY - J R.O.W. 3\ W m T-6 PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 15 GAL / MIN. 20' O.C. 18 o - - - W (D LIMIT OF WORK a1 T-7 RHUS LANCEA AFRICAN SUMAC 15 GAL / MIN. 20' O.C. \ 1.2j • — N ' W NOTE: PLANT ALL TREES MINIMUM 24" AWAY FROM WALLS AND WALKS T-7 - - �= - '� 9 ' \ \, J PLANTING NOTES KENWOOD-PLACE o X W 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS - - ' ARCHITECT OF SITE CONDITIONS WHICH PREVENT OTHERWISE APPROVED BY THE CITY. INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID R AND RE-INSTALLING IRRIGATION EQUIPMENT, AND PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND ✓ - ' REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN QUANTITIES SHALL BE BASED ON SOIL TEST AND SPECIFICATION RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND REQUIRED RATES PER 1,000 SQ. FT. SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT - \ REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF 125 IBS GRO-POWER PLUS I -- - -- -- - _ " T-6 i WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, 7 ` \ ; ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP I REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO RE ER TO VICTORIA ARBORS DAMAGE OF SAID UNDERGOUND FACILITIES. EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY LMD TRACT 16313 PLANS STANDARDS AND DETAILS HEREON. GRADING OPERATIONS 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO _ SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE PURCHASE AND PLACEMENT. MULCH SHALL BE #3 WOOD CHIP BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN MULCH, AVAILABLE FROM: ti PROPERLY GRADED AND PREPARED AS SPECIFIED, AND LIMIT OF WORK THE WORK APPROVED BY THE CITY. Artesia Sawdust - 13434 Ontario Avenue, Ontario, CA 91761 _ (909) 947-5983 fax (909) 923-7208 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR �l QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT KEY MAP WALL LOCATION (TYPICAL) - SEE MATERIAL SHALL BE SUBJECT TO APPROVAL BY A ® r "WALL PLANS, VICTORIA ARBORS , _� I � REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 1 TRACT NO. 16312-16314, 16369-16374" AREOR LANE - - - - - • .r 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS - - I I AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS ` R.O.W. SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT I \ DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. �-- o 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE \ PURPOSES ONLY. FINAL QUANTITIES FOR PLANTca - �� • MATERIALS INSTALLED SHALL BE GOVERNED BY THE Q INDICATED PLANT SPACING REQUIRED. W o i ► @ 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE � ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS W ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A ( x CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY y 'X � STANDARDS AND DETAILS HEREON. \ J t� NTS - ° OAKFORD COURT • DIAL BEFORE YOU DIG 1-800-227-2600 WY A DESCRIPTION OF REVWON DATE AT LEAST TWO CITY OF RANCHO CUCAMONGA O PLAY IT SAFE. WORKING DAYS T-6 DIAL BEFORE PRIOR TO i 5 YOU DIG! EXCAVATING TREE PLANTING PLAN T-7 SERVING NINE SOUTHERN CALIFORNIA COUNTIES :001' 9 FOR LMD ANNEXATION VICTORIA ARBORS TRACT 16370 PE APPROVED 8Y: DATES'IL/_ L�_ CITY ENGINEER RCE: 24953 OEM 11MOMMENDED re DN _ Withers and Sandgren, Ltd. 0 10 20 40DA f0 � , 0 DN. JK Landscape Architecture �L-7 of 18 s� \' 3467 Ocean View Boulevard, Suft A �rF Glendale, CA 91208 1" = 20' OF AFD Tel: (818) 236-3006 rax: (818) 236-3066 DR#xq N0. LW 00/K/04 b 0 PROJECT SHT. NO. OF i C+ ��ww LU I id II I v, LI k1 T-4 W T-2 ~ ' Z 4 LIMIT OF WORK II CIO • WALL LOCATION (TYPICAL)- SEE "WALL PLANS, VICTORIA ARBORS \� Q LOT 16 TRACT NO. 16312-16314, 16369-16J74 0 T-3 ©D 2 ` LIMIT OF WORK T-5 3 / • REFER TO VICTORIA ARBORS CFD 2001-01 PLANS CITY DWG. # 1877 LIMIT OF WORK a �'l c 0 STREET R.O.W. CHURCH STREET TREE LEGEND KEY MAP QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS ' r \ MIN 20' O.C., PLANT 2'-0" MIN FROM T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL / MIN. 20' O.C. 4 HARDSCAPE" 1 l T-3 LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24' BOX / SPACING AS SHOWN 2 STANDARDS I T-4 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 2 ( ) T-5 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING AS SHOWN3 STANDARDS / SKINNED a CLEANED PRIOR TO DELIVERY T-6 PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 15 GAL / MIN. 20' O.C. - — -- T-1 RHUS LANCEA AFRICAN SUMAC 15 GAL / MIN. 20' O.C. NOTE: PLANT ALL TREES MINIMUM 24' AWAY FROM WALLS AND WALKS T SEE SHEET L-7 FOR PLANTING NOTES AND MULCH NOTE _ - - -_-- — NTS - -- - — ----� DIAL BEFORE YOU DIG t-wo-w-m a„r DESCRIPTION OF REVISION DATE AT LEAST TWO CITY OF RANCHO CUCAMONGA PLAY IT SAFE. WORKING DAYS DIAL BEFORE YOU DIG! PRIOR TO EXCAVATING TREE PLANTING PLAN SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LM D ANNEXATION VICTORIA ARBORS TRACT 16370 �NO6CdPC war �' " ',, � APPROVED 8Y: a, CITY ENaNEER RCE: 24953 ollsoN 1111000MMIDM nature 0 10' 20' 40' * * DN Withers and Sandgren, Ltd. ofty I Landscape Architecture PM iDate �r DN, X 3"7 Ocean t ,avat«. Boulevale. CA rd sun. A L-8 Of 18 1• = 20' OF �� Tal: (616) 236-3006 Fax: (616) 236-3066 oRwon Lw4Fo L tr/os✓o4 PROJECT SHT. NO. OF ORw S-15 --_- Op,KS — - S_20 4 PLANTING LEGEND PLANTING LEGEND O O�(P = QTY (TOTAL QTY (TOTAL - - - /� 5 =23 SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS S-23 S-4 1 8 11 S— ® S- 1 WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 129 4' 0.C. O S- 12 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5G&. 3 4' 0.C. — - 3 • S-2 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL. - 30'O.C. S-14 RHAPHIOLEPIS INDICA'CLARA' INDIAN HAWTHORN 5 GAL. - 5'O.C. - — S-4 S— . 'CRIMSON PYGMY' �J 7 4 S-3 HEMEROCALLIS HYBRID'RED' DAYLILY I GAL. 22'' D.C. ,EVERGREEN O S-15 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. 85 4'O.C. ONLY • ` S-1 1 • ® S-4 SALVIA LEUCANTHA MEXICAN SAGE 5 GAL 142 4' O.C. ® S-19 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. - 30'O.C. S-201° 3 __ S-5 LANTANA CAMARA'DWARF YELLOW' DWARF YELLOW LANTANA I GAL. - 4'D.C. S-20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL. 298 2'O.C. 12 $-1 • - O S-6 LEPTOS VKH SCOPARIUM NEW ZEALAND TEA TREE 5 GAL. 19 WO.C. S-23 LANTANA'GOLD MOLMD' GOLD MOUND LANTANA I GAL. 215 4' O.C. $-1 1 RUBY GLOW' — _-- 5 S-23 $ i'i'�' S-6 NANDINA DOMESTICA'NANA' COMPACT HEAVENLY BAMBOO 5 GAL. 80 2' O.C. IF S-24 HEMEROCALLIS 'BITSY' DAYLILY I GAL. 2'O.C. S-1 14 S-10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 78 15'O.C.,TRAIN TO ® S-25 FESTUCA OVINA'GLAUCA' SHEEP FESCUE I GAL. 1' O.C. S-15WALL REMOVE STAKE 5-20 4 S-11 PHORMIUM TENAX'DAllLER'- DAllLER HYBRID FLAX 5 GAL. 51 4' O.C. © S-21 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 150 2'O.C. S-23 6 3 ,. 5J S-20 � —1 300 4 7 $-20 2 0 SEE SHEET L-7 FOR PLANTING NOTES AND MULCH NOTE. S-11 5 $-11 4 W QTY 5 S-1 - ;� 6 7 � m 6 a W — 5 W S-2o 6 11 S-1 S-11 — 3 = 11 - _- 5-20 711 \ Z • 6 S-4 J 5-15 7 11 S-20 9 S-10 S__ 16 7 �- 26 5 2 �- ° S-1 KENWOOD- PLACE —23 40 = - 4 S-11 OV - S-1 S-15 S-4 10 _ • 2 5 CD S-1 S-4 _ % 3 7 \ , -15 S-1 LIMIT OF - - - - - - — , , -4 / \ S�2 _ 8 S-1 S 10 ' $210 LIMI OF WORK KEY MAP S-27 � S-4 � � 24 sem; 7 5 v S-1 S-12 / 16 S-20 3 . $-4 S-23 28 I 5 S-23 ` 8 I 17 S-20 I S-23 ! -— -- 3 r----- 7� W S_4 S-1 - 5 13 � ARBO LANE t • S-2 > S-20 6 - --- l\ m - 12 � $_2 -- ry $133 W $ w S-4 5 ��a =. S-23 �� 1I1 S— H v/ �� 1 ' S-20 7 '� W I 1 14 • Z $_1 .Viii $- QC� S-4 =23 , �_8 60 /y I 7 10 - _ 1'I' S-6 - --~ NTS__ S-15 y` �\ ` 16 SLIMIT OF WORK S-23 4 -- 5-15 S-20 6 S-15 S-1 6 S-1 5 12 S-20 16 17 • • � � 2 35 S- 1 s_4 DIAL BEFORE YOU DIG S-15 7 1-800-227-2600 �� offy �� 3 S-23 $-23 �� S-15 24 Ar !De 10 3 8 S-4 g 4 AT T CITY OF RANCHO CUCAMONGA S-23 , S-23 13 � S-1 \ S-23 PLAY IT SAFE. LEAS TWO YS S-15 6 9 8 3 DIAL BEFORE WORK IOR TO 3 S_4 - \> J You Dlcl EXCAVATING SHRUB PLANTING P LAN CP • s-4 8 OAKFORD COURT • s—'S 3 SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LM D ANNEXATION 4 \ C s-4 VICTORIA ARBORS TRACT 16370 S-15 4 4 APPROVED BY: DATE: 4Z(2,1 WALL LOCATION (TYPICAL) - SEE �' „ '�o �+� my ENgNEER �,�/( �� ,��i�� RCE: �49b3 "WALL PLANS, VICTORIA ARBORS S-10 TRACT NO. 16312-16314, 16369-16374__j0 10' 20' 40P � 9 o Withers and Sandgren, Ltd. PAM 0' a `t Landscape Architecture sr''TE � 3467 occi«,e 1 CA 91208 " - 20' w Illoul.va, sun. A L-9 Of 18 liiiiim�� OF ��` CHMM Tel: (815) 236-3006 Fox: (818) 236-3066 X10 Lw 0/ft/04 q p— PROJECT SHT. NO. OF i i WILSON CREEK / LU I 16 DRIVE / REFER TO VICTORIA ARBORS Ii S-5 ARBOR LANE CFD 2001-01 Ll PLANS, CITY DWG. # 1983 _2 WALL LOCATION (TYPICAL) - SEE ,"WALL PLANS, VICTORIA ARBORS 3II - - - -- - � fRACT NO. 16312-16314, 16369-16374 W S-5 S-25 LIMIT OF WORK ! Z S-14 S-14 I ' 2 S-10 S_10 21 1 i 0 4 S-2 6 I ! m 8 S-1 �v 171 S-1 I S72 Q 13 LOT 76 S-14 6 �� S-19 2 S-25 S-10 55 S-20 6 17 73 4 S-2 S-14 I 2 3 S-1 S-23 S-1 6 S-20 118 ; > > > > 28 > > > S-2 S-5 > > > > - ; S-24 S-19 > > > > 4 5 , K > > > > X4633.55-25 $-5 S-2 13 1 ' > > > > > > > > > > > > o > > > > > > ilaM010MI 5-25\ ILIMIT OF WORK 15 70 LIMIT OF WORK CHURCH STREET PLANTING LEGEND PLANTING LEGEND QTY (TOTAL QTY (TOTAL KEY MAP SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS ® S - I WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 43 4' 0.C. S - 12 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5 GAL. - 4' 0.C. O S - 2 CRIMSON pT UNBERG11 CRIMSON BARBERRY 5 GAL. 42 30' O.C. S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 28 5' O.C. J J S - 3 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. 122 2' O.C. , EVERGREEN O S - 15 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. - 4' O.C. ONLY T� ® S - 4 SALVIA LEUCANTHA MEXICAN SAGE 5 GAL - 41 O.C. ® S - 19 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 41 30, O.C. II S - 5 LANTANA CAMARA 'DWARF YELLOWDWARF YELLOW LANTANA I GAL. 8 4' O.C. S - 20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL. 52 2' O.C. , O S - 6 LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL. - WO.C. S - 23 LANTANA 'GOLD MOUND' GOLD MOUND LANTANA I GAL. 28 4' O.C. 'RUBY GLOW' S - 5 NANDINA DOMESTICA 'NANA' COMPACT HEAVENLY BAMBOO 5 GAL. - 2' O.C. S - 24 HEMEROCALLIS 'BITSY' DAYLILY I GAL. 46 2' O.C. i l r S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 14 15' O.C., TRAIN TO S - 25 FESTUCA OVINA 'GLAUCA' SHEEP FESCUE I GAL. 161 i' O.C. WALL,REMOVE STAKE S - II PHORMIUM TENAX 'DAllLER'- DAllLER HYBRID FLAX 5 GAL. - 4' O.C. i 1 S - P7 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. - 2' O.C. I it I SEE SHEET L-7 FOR PLANTING NOTES AND MULCH NOTE. QTY _ \ NTS - -- - DIAL BEFORE YOU DIG 1-80x227-2600 qn DESCRIP'TtoM OF REVISION DATE CITY OF RANCHO CUCAMONGA PLAY IT SAFE. AT LEAST TWO DIAL BEFORE WORKING DAYS YOU DIG! PRIOR TO 0 EXCAVATING SHRUB PLANTING PLAN SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LM D ANNEXATION VICTORIA ARBORS TRACT 16370 APPROVED BY: DAM-___/71ULI .0 qTY ENGINEER RCE: ?1485,3 Q91fx1 � DN �S 0 10' 20' 40' * o * Withers and Sandgren, Ltd. Landscape Architecture Pm DN. X 3467 Ocean view bulevard. su"o A L-10 Of 18 'ATF GNndale, CA 91206 1" = 20' OF CAS omomm rei: (ale) 236-3006 Fax: (816) 236-3066 X10 N0. Lw 00,09/04 1 g6po-L- PROJECT LPROJECT SHT. NO. lQ OF N ^ RAF NK UP W E � / 1 PER�D. 934 �N I � MO�t o0ee�csroNE 3NOEarx rum 6' PROPERTY LINE WALL s v � .� • A.N. " .,� •�• ' • •� ~^�• }`• N I�IMRI CONCRETE w PL PL ;00100, U� lJ � TOP OF ROOTBALL TO EXTEND 2" RRIb[RNEATH ooeeLEsroWE ML *TOP TE TO K PLACED AS LOW U ABOVE FINISH GRADE TAPER FILL AS POSSHILE ON THE TRUNK TO TOP OF WAKES RECON HEAD � FROM TOP OF ROOT BALL TO F.G. CASE ALUM R � AS M OF H ORIGINAL GRADE �iopt = TE nat WL SK mm xr WITH NO ROCKS -Inmmm VARIES 20'-32' MAIN TwjNK HABIT PERM GREATER THANFl 3 DKMETTER oo33LEsrONE �°°` °°° oR ALLOW THE HEAD T� DROP. * 2 SETS OF CINCH TIES 3" BERM TIGHTLY COMPACTED IN •;,• .;.,�..:. ' VARIES 8' SIDEWALK VARIES GALVANIZED 2424',CREWS",� '"�" PUCE TO FORM WATERING BASIN. • �, ,�,�,,,,, 2� 6 MIN., TYP. 1 1 12 MAX., TYP. 12• MA1fIMUM LODGE POLES. ---I I-- '--1 F—°O' ,iE'E w CASE t r r 2• DBA, LODDE POLE P� STAKES TOP OF ROOTBALL TO EXTEND WITH TA1000 PRESERVATIVE STAIN, r MSR. lRIMLE 2• ABOVE FINISH GRADE DRIVE A MIN. OF O" INTO LIN— I �IRISrNH DISTURBED SOIL AND POSH — W.? e ORIGINAL STAKES OUTSIDE ROOTBALL j I A ° t' 3' BERM PLACE IG LTLY COMPACTED ROOT BALL —) � pp��E�� RASIN. LOCATED OUTSIDE OF A COIEATII CCISLE M//3 MR dllle PLw PIT ° "' t' _ — PLANT PIT TO BE (2) TIMES THE r WL/ Q FOR�oaa�i,aN 0 0: — — WIDTH OF THE R00'f BALL QM b O 0 ° NATIVE MACKFILL WITH wap"c•f v NO ROCKS GREATER THAN 3" DMMETER _ _ PLANNER DRAINAGE FLOWS TO AREA DRAINS ,A,�w oTM �� • li I I I — I I— II— / PROVIDED PER CML STREET AND DRAINAGE PAD ELEVATION IMPROVEMENT PLANS T Roar I PAD ELEVATION AN MW MKO rnP UNDISTURBED NATIVE SOIL r "WN. / a' WMR. LA0. -1 I I—III w III=1 I =1 I I r POC nRN am PER off SID. sae • , I `..1 M 2°I 2� 2% 3:1 MIAX. III_ I , _ UNDIS71MM NATIVE =1L. NOTEsi _ �— —� 1. OLM _ II_I I I—I I — L CTNl,I w 3Pe�,Plm, SO LL RSL: DECORATIVE 1= j—_ _ _ I -I i�- — NOTES: .oRRDCR.� MAIL r-r - MM. r DECORATIVE I I 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OOOKESTOMM WK ,r - MM r MAIN am no w COBBLE ROCK -1 I 1=1 I 1=1 I =1 I 1=1 I 1=1 I�— COBBLE ROCK I I N0�' of ROOT BALL- DO NOT CRACK OSEN BALL i OOULD[IE OIALL,MMI 1/3 oNER p 1. 00�O OWL WK V3 a31EDMoa. —I�'— t �� [ ,. REMOVE NURSERr STAKES :—, 3AWo 2000 Psfl'L�oRmroDrr 10q'rRbRr. c- orre� + + 2. STAKES TO K PLUAN AND PARALLEL. S,A SHMPLE NWk MSL 40 S0. ff OVILL SE APPROVED N THE CRY SISPiCTOIl, PRIOR 70 E PROCEEOSq WRH IbIMQ10 ROCK(WOIWL NIL IMMPOWON OF ALL HOCKS TO K APPROVED IN THE TMY MWOR, 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 7.110013 SIMLL O 311001,,. ROUNDED MO ME OF O&MCTIOIIRE OOIOURd1numv ! OOCESSNVE MON OONRM. O.ALL 00111111111LESTOW APM SWILL OM r x r CONCRETE READER M M EDGE AT PLAWW. S.R1odt3CAPE SHOULD FOLLOW GIMDE WME E!LORD OW Mb 16-11 M A 24 1131.AT ALL UM WRM TWE M.W. I SECTION A—A F STAKED TREE ON SLOPE — STD,505 C CONTAINER ON A SLOPE — STD,507 A GRANITE COBBLESTONE — STD. 542 ONE HALF OF SPACING PL 6' PROPERTY LINE WALL TC LIMIT OF PLANTER AREA REQUIREMENT TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. 4' 11 '-6" TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. CONCRETE HEADER — 1/2" RADIUS EXTEND 2" ABOVE NO WOOD CHIP MULCH SHOULD BE EXPOSED EDGES AND FINISH PER PLAN SLOPE WIDTH SIDEWALK PARKWAY ALONG ARBOR LANE FINISH GRADE PLACED OR ALLOWED TO REMAIN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE VARIES ARBOR LANE OVER THE ROOTBALL CROSSINGS) s" oR e" EE NOTE FINISH GRADE . . _ °p! Q• i I 1= =I o I 1-1 I I T=1 I I III_ ROOT BALL I I I— o O ^*� UA r r II IRETHREUNp PLANT PR TO BE (2) TIMES THE UNLESS OTHERWISE INSTRUCTED) _ WIDTH OF THE ROOT BALL U 0 NOTE: e p° 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL I I I I I ` SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL WITH NO PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3" 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR DIAMETER. PAD ELEVATION SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVE SOIL SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING NOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION 119 11NOTES: JOINTS AT 20'-0" O.C. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 2. 8 WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY— . 2.0%3•J M � OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL DO NOT CRACK ROOT BALL MAINTAINED TURF. 2.0� LEGEND ARE ESTIMATES ONLY. 3. CONCRETE TO BE 520—C-2500 MIN. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, SPECIFIED— SIDEWALK, AFTER'APPROVAL N THE OF CITY INSPECTOR.CING PARALLEL TO N AND AN ALL TURF NT AND RG OUNDCOVER ARP EAS. METS OF WORK, w J SECTION B—B G GROUNDCOVER SPACING — STD.508 (D) CONTAINER PLANTING — STD,506 (B) MOW CURB — STD. 534 6' PROPERTY LINE WALL "°PL PL R DIAL BEFORE YOU DIG vIII Pf 2. STAPU TO K PLOW NO 1-800-227-2600 �Ea� ,I I WirPAPALLIL ,,F,� 4" OF COMPACTED WOOD CHIP ^ ` v s STAKE 70y AR MULCH. ( , AILING WIND. VARIES 20'-32' HARDSCAPING (CONCRETE HEADER, N CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE v a 6' 8' SIDEWALK ALJ U w E PLAY DIAL BEFORE WORKING D. AT LEAST AYS * e 6 2" v s YOU DIG! PRIOR TO e 2' 1 , 1 , w�RN K 70 K E�Iii • EXCAVATING sr'�TE o F CA�- NOT 80 LOW AS TO HEAD or IREEZi X SUPPORT ON A � H SERVING NINE SOUTHERN CALIFORNIA COUNTIES + THE HEAD TO DROP. (wm TRUNK + WAIT POUTS. Z "T Pli NiRT�ATTZil wom GALVANIZEDTIES 24• — — — — — — scREws TO e' LGDR:E POLES. o — — 1r MtlL WITH mPRESERVATIVEERDRIVE A MOON" OF r INTO L/G.7VRI r 111/R� OFREVI" DATECITY w y_ UNOfSTIJRBED SIL NOT POSRION A�IIOVlD IIALL � �- w SHOVEL CUT EDGE COMPACTED GUAM mm wro AM ARS AND •o �, o .' " .� o; NATIVE SOIL Top OF F40OTBALL 70 EXTEND r CITY OF RANCHO CUCAMONGA 0 ASOYE FINISH GRADE t_d 00 a— Tom ODMPAC m r iliglillm TO Parti v o p° 0/1ISATETRINO bbd" FOR RESIDENTIAL AND DRAINAGE FLOWS TOWARD AREAS 70 K REMOVED PRIOR 'Y CONSTRUCTION / PLANTING DETAILS CHURCH STREET OR WILSON CREEK DRIVE 'S REFER TO CIVIL ENGINEER'S N011. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL FOR LIVID ANNEXATION PAD ELEVATION STREET AND DRAINAGE PAD ELEVATION SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL IMPROVEMENT PLANS, 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND VICTORIA ARBORS TRACT 16370 TRACT 16370 INTO EDGES AT GROUND COVER AREAS. 1 NAVE .ACI�,LL WIT" No 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. „ ar,,� r —I • w/�/lJ�I (_) ; 4 I � AX •+ + 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW R APPROVED BY: - DATE. I- TO REMAIN THERE. CITY ENGINEER RCE; 2493.3 NATIVE !00. iltNONSRIROD DECORATIVE I=1 == 1=i I _ VICE ROOT DALL � I °®10N "°001iN�'�DED -III—I I I—I I 11=III—III- JrES COBBLE ROCK I-,;I -I ,-,-I Withers and Sandgren, Ltd. Landscape Architecture pm 3467 Ocean View INoulevard, Suke A L-11 of 18 H MULCH INSTALLATION STD. 509 E DOUBLE STAKED TREE STD.502 GlendaN, CA 3,20E — — CED rel: (a,e) 236-3006 Fax: (616) 236-3066 iDRAMMIQ SECTION C—C Lw o _L 10/0=/2004 PROJECT SHT. NO. �o OF I GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D. Brass Pipe and Fittings: 2. A backboard shall be secured to the controller enclosure housing to provide a base for PLANTING AND IRRIGATION SPECIFICATIONS progress sheets daily as the work proceeds,showing the work as actually installed. 1.Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. A. CONTRACTOR DOCUMENTS: shall consist of specification and For example,should a piece of equipment be installed in a location that does not A. If the Contractor wishes to substitute any equipment or Federal Specification#WW-P-351. 3.A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. itsgeneral conditions teed the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS materials for the equipment or materials listed on the Drawings and 2.Fittings shall be red brass conforming to Federal Specification#WW-P-460. Metal conduit shall run from the 117 volt supply to the controller housing.All power within the San gs match the plan,the Contractor must indicate that equipment has been relocated in housing shall be properly phased. include all labor, materials, and services necessary for the proper a graphic manner so as to match the original s bols as indicated in the irrigation Specifications,he may do so by providing the following E.Copper Pi and Fittings: execution of the work. The documents are to be considered as one. PART 1 -GENERAL 8ruP � g information to the Ci of Rancho Cucamonga for approval: SPP � g 4.A terminal strip shall be provided,clearly indicating the proper pionts of cormection of all legend. The relocated equipment and dimensions will then be transferred to the City g 1.Pipe: Type K,hard tempered. appropriate wiring(station valves,master valve,common,central control). Whatever is called for by Any parts shall be as binding as if called for all original record drawing plan at the proper time. 2.Fittings: wrought copper,solder joint type. parts. 1.01 DESCRIPTION 1. Provide a statement indicating the reason for making the 3.Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc, Q.Miscellaneous Irrigation Equipment: substitution. Use a separate sheet of paper for each item to be 24%cadmium solidus at 1125°F and liquidus at 1145°F. 1.Refer to the Irrigation Plans for sizes and of miscellaneaous irrigation equipment. 3.Before the date of the final observation,the Contractor shall transfer all B types 8� &VERIFICATION: The Contractor shall verify measurements on the A. Scope of Work: Provide all labor, materials,transportation, and information from the "record drawing"prints to a sepia mylar or similar mylar submitted. 2.All miscellaneous irrigation equipment shall be as specified or approved equal. drawings before beginning work. In case of error or discrepancy in the services necessary to furnish and install the Irrigation System as shown on F. GateValves: material. Arrangements shall be made through the city for obtaining said sepia 1.Ball Valves PART 3 -EXECUTION drawings or specifications or in the worst of others affecting his work,he the Drawings and described herein. 2. Provide descriptive catalog literature,performance charts and mylar or similar mylar material. All work shall be in waterproof India ink and a.Ball valves shall be a plastic PVC valve with threaded ends and 3.01 OBSERVATION OF SITE CONDITIONS shall notify the City Inspector immediately. The Contractor shall be held flow charts for each item to be substituted. shall be equipped with a stainless steel handle. applied to the mylar by a technical pen made expressly for use on mylar equippe A.All scaled dimensions are approximate. The Contractor shall check and verify all size responsible for any damages or loss due to his faihrre to observe these B. Standards: All work and materials shall comply with governing codes, material. Such shall be similar to those manufactured do h b.Ball valves shall be Spears XXX or vet approx ty instructions. safety orders, standards, and regulations, and meet the minimum pet by� 8mP 3. Provide the amount of cost savings if the substituted item is Pe �o ems• dimensions and receive approval from the City of Rancho Cucamonga prior to Kueffel dt Esser,or Faber Castell. The dimensions shall be made as to be easily c.All Ball valves shall be installed per detail. proceeding with work under this Section. requirements of the Standard Specifications For Public Works approved. C. MATERIALS MACHINERY EMPLOYEES: Except as otherwise Construction Green Book latest edition. readable even on the final controller chart(see Section C). The original mylar B. Exercise extreme care in excavating and working near existing utilities. The > ( ) " G.Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused his record drawing plan shall be submitted to the City of Rancho Cucamonga for r'G3I� 8 by noted,the Contractor shall provide and pay for all materials, labor,tools, B. The City of Rancho Cucamonga shall have the sole 1.Quick coupling valves shall be Rainbird 33DNP or approved equal. operations or neglect. Check existing utilities drawings for existing utility locations. and other items necessaryand incidental to the completion of his work. 1.02 QUALITY ASSURANCE&REQUIREMENTS approval prior to the completion of the controller chart. comp Q Q responsibility in accepting or rejecting any submittal item as an 2.Quick coupling valve shall be operable with a quick coupler key. Key size C.Coordinate installation of sprinkler materials including pipe,so there shall be no 4.The Contractor shall dimension from two(2)permanent points of reference, approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty in planting trees,shrubs, D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an A. Permits and Fees: The Contractor shall obtain and pay for any and all Drawings and Specifications. and ground covers. such as building corners, sidewalk edges,road intersections,etc.,the location of H.Backflow Prevention Units: adequate survey of the property. The Contractor shall obtain and pay for permits and all observations as required. D.The contractor shall carefully check all grades to satisfy himself that he may safely all permits and comply with all laws and ordinances bearing on the the following items: 1.06 GUARANTEE 1. Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall 1 roti the Ci drawings shall be followed in all cases where the manufacturers of articles a. Connection to existing water lines. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy 3.02 PREPARATION promptly notify City g A. The guarantee for the irrigation stem shall be made in Inspector in writing and an recess changes shall be adjusted As used in this Contract furnish directions covering rots not shown in the b. Connection to existing electrical power. S�'arn g �' with 60 mesh morel screen and shall be similar to Bailey#100B or approved A.Physical layout: sped g y necessary g Ju 8 Po accordance with the attached form. The General Conditions and equal. 1.Prior to installation,the Contractor shall size stake out all sures 1 Drawings and Specifications. c. Gate valves. Pres supply provided in the contract for changes in the work. 8 l Supplementary Conditions of these Specifications shall be filed 3. All pressure main line piping between the point of comhection and the lines routing and location of sprinkler heads. d. Routing of sprinkler pressure lines(dimension max. 100'along routing). with the Ci or to acceptance of the irrigation system. backflow enter shall be installed as reed local code. The Compactor E. PROTECTION OF WORK, PROPERTY AND PERSON: The C. Ordinances and Regulations: All local,municipal and state laws, and e. Sprinkler control valves. City eptan g y Pte' r' �' 2.All layout shall be approved by the City of Rancho Cucamonga prior to shall verify with the local governing body as to material type and installation installation. Contractor shall adequately protect the work,adjacent property and the rules and regulations governing or relating to any portion of this work are f. Routing of control wiring and locations of all splice boxes. B. A copy of the Guarantee form shall be included in the Procedures Prior to start of construction. Submit shop drawing for approval. public and shall be responsible for dams or in due to his act. hereby incorporated into and made a of these Specifications, and their g. Quick coupling valves. B.Water Supply: Pub reapers' any damages jury orpora P� PeC operations and maintenance manual. uPP Y: provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. 1.Check Valves: 1.The irrigation system shall be connected to water supply point(s)of i. Other related equipment as directed the Ci of Rancho Cucamon 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. F. CHANGES ON THE WORK: The City Inspector may order changes these Specifications shall not be construed to conflict with any of the eq �Pm by h' �• C. The guarantee form shall be re-typed onto the Contractor's gs' construction with replaceable composition,neoprene,or rubber disc and shall 2.Connections shall be made at the approximate location(s)shown on the in the work and the contract stun being adjusted accordingly. All such above rules, regulations,or requirements of the same. However,when letterhead and shall contain the followinginformation: ible f meet or exceed Federal Specification WW-V-51D,Class A,Type IV. Drawings. The Contractor is responsible for minor changes caused actual orders and adjustments phis claims by the Contractor for extras must be these Specifications and Drawings call for or describe materials, 5.On or before the date of the final field observation,the Contractor shall ' gsPoby made in writing before executing the work involved. workmanship, or construction of a better quality, higher standard or deliver the corrected and completed sepias to the City of Rancho Cucamonga. 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I P. site conditions. q� ty� 8h � GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene. larger size than is required by the above rules and regulations,the Delivery of the sepias will not relieve the Contractor of the responsibility of Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of C.Electrical Supply: G. CORRECTION OF WORK: The Contractor shall re-execute anprovisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted from the prints. " uPP y' Y We hereby guarantee that the irrigation system we have furnished head. Ami-drain valve shall be similar to the Valcon ADV"m approved 1.Electrical connections for any and all automatic controllers shall be made to work that fails to conform to the requirements of the contract and shall and installed is free from defects in materials and workmanship, equal. electrical point(s)of connection as indicated on the Drawings. remedy defects due to faulty materials or workmanship upon written D. Explanation of Drawings: C.Controller Charts: and the work has been completed in accordance with the Drawings 2.Connections shall be made at the approximate location(s)shown on the notice from the Ci In for period of one hundred-eighty 180 J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause actual City �� 1� ghtY( ) and Specifications, ordinary wear and tear,unusual abuse,or �• monby days fiom the date of completion of the contract. 1. Due to the Scale of the Drawings, it is not possible to indicate all 1.As-builts drawings shall be approved by the City of Rancho Cucamonga neglect excepted. We agree to repair or replace any defects in 1.Except as noted otherwise,connections between the automatic controllers and site conditions. offsets, fitting, sleeves,etc., which may be required. The Contractor shall before controller charts are prepared. the electric control valves shall be made with direct burial copper wire AWG- H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After carefully investigate the structural and finished conditions affecting all of material or workmanship which may develop during the period of U.F. 600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid copper wire. Pilot wires shall be a A.Trenching: reviewing the drawings thououghly it is the Contractor's responsibility to his work and plan his work accordingly, furnished such fittings, etc., as 2.Provide one controller chart for each controller sequence. damage resulting from the repairing or replacing of such defects at different color wire for each automatic controller. Common wires shall be 1.Dig trenches straight and support pipe continuously on bottom of trench. Lay clarify with the City Inspector any questions the Contractor may have may be required to meet such conditions. Drawings are generally no additional costs to the City. We shall make such repairs or white with a different color stripe for each automatic controller. Install in pipe to an even grade. Trenching excavation shall follow layout indicated on regarding the method of construction, quantities or quality of materials diagrammatic and indicative of the work to be installed. The work shall be 3.The chart shall show the area controlled by the automatic controller and shall replacements within a reasonable time,as determined by the City, accordance with valve manufacturer's specifications and wire chart. In no case the Drawings and as noted. included or called out. If the Contractor can not contact the City Inspector, installed in such a manner as to avoid conflicts between the irrigation be the maximum size which the controller door will allow. after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2.Provide for a minimum of twenty-four(24)inches cover for all irrigation lines the Contractor must qualify his bid or accept the interpretation of the City system, planting and architectural features. such repairs or replacements within a reasonable time after receipt 2.Wiring shall occupy the same trench and shall be installed along the same installed under paving or hardscaping. Inspector on the questionable areas as they develop during construction. 4.The chart is to be a reduced drawing of the actual installed system. However, of written notice from the City, we authorize the City to proceed to route as pressure supply or lateral lines wherever possible. 3.Provide for a minimum of twenty-four(24)inches cover for all pressure 2. All work called for on the Drawings by notes or details shall be in the event the controller sequence is not legible when the drawing is reduced, 3.Where more than one(1)wire is placed in a trench,the wiring shall be taped meet supply lines of three 3 inches or 1 in diameter. � � g have said repairs or replacements made at our expense and we will together at intervals of fifteen I S feet. 4.Provide for a minimum of eighteen I. SAMPLES: The City Inspector reserves the right to take and analyze furnished and installed whether or not specifically mentioned in the it shall be enlarged to a size that will be readable when reduced. pay the costs and charges therefore upon demand. g ( ) ghteen(18)inches cover for all pressure supply 4.An expansion curl shall be provided within three 3 samples of materials for conformity to specifications at any time. The specifications. PROJECT: P PfO"' ( )feet of each wire lines of two and one half(2%:")inches or smaller Contractor shall furnish samples upon request by the City Inspector. 5.The chart shall be a black line or blueline ozalid print and a different color connection. Expansion curl shall be of sufficient length at each splice 5.Provide for a minimum of twelve(12)inches for all non-pressure lines. Rejected materials shall be immediate removed from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. connection at each electric control valve,so that in case of repair,the valve 6.Provide for a minimum cover of eighteen(18)inches for all control wiring. �' g LOCATION: bonnet may be brought to the surface without disconnecting the control wires. 7.Refer to City Standard 120"Trench Repair"when within City streets replaced at the Contractor's expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade meetingspecifications shall be aid the Contractor. differences,or discrepancies in area dimensions exist that might not have Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. specs p by scree 8h 6.When completed and approved,the chart shall be hermetically sealed between SIGNED: conductors. been considered in engineering. Such obstructions or differences should two pieces of plastic,each piece being a minimum 20 mils. 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, B.Backfilling: J. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction be brought to the attention of the City of Rancho Cucamonga. In the event ADDRESSED: Rainbird Snap-Tile wire connectors.,or approved equal. Make only one splice 1.The trenches shall not be backfilled until all required tests are performed.Trenches shall be meeting with the City Inspector at least seven(7)days before beginning this notification isnot performed,the Contractor shall assume full 7.These charts shall be completed and approved prior to the final field with each connector sealing pack. carefully backfilled with the excavated materials approved for backfilling,consisting of earth, work. The purpose of this conference is to review anquestions the responsibility for any revision necessary. observation of the irrigation system. 6.Field splices between the automatic controller and electric control valves will loam,sandy clay,sand, or other approved materials,free frvrn large clods of earth or stones. Y 8 Y PHONE: DATE OF ACCEPTANCE: Contractor may have regarding the work, administrative procedures during not be allowed without prior approval of the City of Rancho Cucamonga. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent construction andect work schedule. 1.03 SUBMITTALS undisturbed soil in planting areas.Backfill will conform to adjacent grades without dips,sunken Prof D. Operation and Maintenance Manuals: K.Automatic Controller: areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially PART 2 - PRODUCTS 1.Automatic controller(s)shall be of size and type shown on the Drawings. placed on all lines.No foreign matter larger than one- half(2)inch in size will be permitted in the A. Material list: 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar 2.01 MATERIALS 2.Final location of automatic controller(s)shall be approved by the City of initial backfill. 1. The Contractor shall firrnish the articles, equipment,materials,or days Prior to completion of construction,two hard-cover,three ring binders A. General: Use only new materials of brands and types noted on Rancho Cucamonga. 3.Flooding of trenches will be allowed only with approval of the City of Rancho Cucamonga processes specified name in the Drawingsand Specifications. No containing the following information: drawings, specified herein,or approved equals. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each 4.If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads,lawn, �' p� B. PVC Pressure Main Line Pipe and Fittings: automatic controller location is to be furnished by others. The final electrical planting,or other construction are necessary,the Contractor shall make all required adjustments substitution will be allowed without prior written approval by the City of a. Index sheet which states Contractor's name,address,and telephone number, 1. Pressure main line piping for sizes 2" and larger shall be PVC hook-up shall be the responsibility of the Contractor. without cost to the City. Rancho Cucamonga. and which lists each installed equipment and material item including names and Class 315. addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved Type 1, L.Electric Control Valves: C.Trenching and Backfill Under Paving: 2. Complete material fist shall be submitted prior to performing any b.Catalog and parts sheets al every material and equipment item installed Grade PVC compound el be main to ASTM resins specification 1.All electric control valves shall be the same size and type shown on the 1.Trenches located under areas where paving,asphaltic concrete,or concrete will work ' � g � Drawings. be installed,shall be backfilled with sand(a layer four(4)inches below the under this Contract. D 1784. All pipe must meet requirements as set forth in Federal 2.All electric control valves shall have a manual flow adjustment. pipe and six (6)inches above the and ed in era Material fist shall include the manufacturer,model member,and pipe) compact lay to 95 °/. description of all materials and equipment to be used. Although C.Guarantee statement. Specification PS-22-70,with an appropriate standard dimension 3.Provide and install one control valve box for each electric control valve. compaction,using manual or mechanical tamping devices. Trenches for manufacturer and other information may be different, the following is a d.Complete operating and maintenance instructions on all major (S.D.R.)(Solvent-weld Pipe). piping shall be compacted to equal the compaction of the existing adjacent guide to proper submittal format: equipment. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be M.Control Valve Boxes: undisturbed soil and shall be left in a firm unyielding condition. All trenches PVC Schedule 40 with solvent welded joints. NOTE:Use purple covers/boxes with appropriate warnings for reclaimed systems. shall be left flush with the adjoining grade. The Contractor shall set in place, 2.In addition to the above mentioned maintenance manuals,provide the City's 4. Schedule 40 pipe shall be made from NSF approved Type 1, 1.Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-12B cap and pressure test all piping under paving prior to the paving work. Item No. Description Manufacturer Model No. maintenance personnel with instructions for major equipment and show evidence Grade 1 PVC compound conforming to ASTM resin specification with green belt-down cover or approved equal. Extension sleeve shall be PVC 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic in writing to the City of Rancho Cucamonga at the conclusion of the D 1785. All pipe must meet requirements as set forth in Federal with minimum size of six(6)inches. driving,but where any cutting or breaking of sidewalks and/or concrete is 1 Backflow Preventer Febco 825-Y-BV 2.Use 9-1/2"x 16"x I V rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with n bolt-down cover vet 2 Automatic Controller Calsense ET1-24-DR gree approved equal. Contract cost. Permission to cut or break sidewalks and/or concrete shall be 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 3.Use 6"diameter x 8-3/4"d round plastic valve box for all ick lin 3 Master Valve Superior 3100 RCV deep P quick coupling 8 obtained from the City of Rancho Cucamonga. No hydraulic driving will be 4 Etc. Etc. Etc. E.Equipment to be Furnished: approved conforming to ASTM test procedure D2466. valves. Carson Industries#608-12 with green flex-lock cover or approved permitted under concrete paving. 6. Solvent cement and primer for PVC solvent-weld pipe and equal. 3. Refer to City Standard 120"Trench Repair"when within City struts Irrigation submittal must be specific and complete. All items must by 1. Supply as a part of this contract the following tools: fittings shall be of type and installation methods prescribed by the 4.Use 9-1/2"x 16"x I V rectangular box for all electric control valves installed susceptible to traffic loads. listed and should include solvent,primer, wire, connectors, valve,boxes, manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12B with green a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: bolt-down cover or approved equal. etc. No copies of manufacturer's literature(catalog cuts)are required as 5.Use 10"x 10-1/4" round box for all quick coupling valves installed within on- submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manufacturer's name structure landscaped areas. Carson Industries No.910-12B with green bolt- b. Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size down cover or approved equal. 3. Equipment or materials installed or furnished without prior approval c.Two(2)keys for each automatic controller. c. Schedule or class of the City of Rancho Cucamonga may be rejected and the Contractor may d.One(1)quick coupler key and matching hose swivel for every five(5) d. Pressure rating in P.S.I. N. Sprinkler Heads: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF (National Sanitation Foundation)approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of DESCRIPTION OF REVISION DATEp1Y £ Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as IMrI1tARDe 4. Approval of any item, alternative or substitute indicates only that the 2.The above mentioned equipment shall be turned over to the City at the 8. All fittings shall bear the manufacturer's name or trademark, shown on the Drawings and/or specified in these special provisions. product or products apparently meet the requirements of the Drawings and conclusion of the project. Before final observation can occur,evidence that material designation, size,applicable I.P.S. schedule and NSF seal 2. spray heads shall have a screw adjustment. CITY OF RANCHO C U CAM 0 N GA Specifications on the basis of the information or samples submitted. the City has received material must be shown to the City of Rancho of approval. 3.Riser units shall be fabricated in accordance with the details shown on the Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings. 5. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral line piping shall be PVC 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening GENERAL CONDITIONS A N D in the sprinkler body. liability under the guarantee. Such warranties shall only supplement the 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING Schedule 40 with solvent-weld joints when installed in planting 5. All sprinkler heads of the same type shall be the same manufacturer. IRRIGATION SPECIFICATIONS guarantee. areas. ,At rosc,PE A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed under paved areas O. Sleeving: FOR 0 R LMD ANNEXATION �D ��, B. RECORD DRAWINGS: care in handling, loading,unloading,and storing PVC pipe and fittings. All PVC shall be PVC Schedule 40 with solvent welded joints. 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control Cr �� M. wtT// ,y i shall be transported in a vehicle which allows the len of i to lie flat so 3. Pipe shall be made from NSF approved,T I,Grade II wiring shall be Schedule 40 P.V.C.or approved equal. ,s�o� PPe � � P�Pe P � � VICTORIA ARBORS TRACT 16370 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D1784. ' P.Vandal Resistant Controller Enclosure: set of blueline ozalid prints which shall be corrected daily,showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification 1.Controller enclosure shall be of size and type shown on the Irrigation �� change from the original Drawings and Specifications and the exact installed,shall be replaced with new piping. PS-22-70 with an appropriate standard dimension ratio. APPROVED BY: Drawings and Irrigation Detail sheet. * installed locations, sizes,and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1,2, and 3 of this section C" M*M RM 4953 may be obtained from the City of Rancho Cucamonga at cost. This set of (2.01 B), all requirements for non-pressure lateral line pipe and ooior+t woDOMME M �T to, drawings shall be kept on the site and shall be used only as a record set. fittings shall be the same as for solvent-weld pressure main line J�S �rF OF CA��W` pipe and fittings as set forth in section 2.01B of the Specifications. 01e�wN Withers and Sandgren, Ltd. MSE Landscape Architecture DN 3467 Ocean view Bou%v°rd, su1fe A L-12 Of 18 Glendale, CA 91208 CHEOM Tel: (818) 236-3006 Fax: (818) 236-3066 ORAMa 1M LW 1O/0f/2004 b o -L PROJECT SHT. NO. OF B. Testing of Irrigation System: D. Assemblies: 1.The Contractor shall request the presence of the City of Rancho Cucamonga C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all Apply, spread,and rototill in all soil amendments as recommended to a depth of 6". Water 1. Routing of sprinkler irrigation lines as indicated on the Drawings is in writing at least 48 hours in advance of testing. temporary utilities such as water, electrical power and as required him for the 6.04 Responsibility and Coordination: P asY Po Bas �l by area thoroughly after rototilling is complete. Incorporate evenly into the tap 4" to 6"the A. Landscape Contractor is responsible for the erection of all signs and barriers required diagrammatic. Install lines(and various assemblies)in such a manner as to 2.Test all pressure lines under hydrostatic pressure of 130 pounds per square construction of the project. Temporary services shall be coordinated with the C' P P Pr j P �'Y 'h' following for each 1,000 square feet of planting area: to event intrusion into the treated areas and to rotithe blit. conform with the details in the Drawings. inch and Prove watertight and other contractors on the job site. notify j 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its Note:Testing of pressure main lines shall occur prior to installation of the electric control valves. B. No materia} or methods shall affect the landscape planting or hydroseed germination. P P Y D. Survey,Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. own outlet 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 No material or method shall render the job site unusable for more than 10 days from establishing all surveys,reference points and elevations required by him,and shown The above soil conditioning are minimal qualities oil and should be used oil for bidding pounds per square inch and proven watertight prior to paving. g q Y Y 8 date of application. 3. Install all assemblies specified herein in accordance with respective detail. In on laps for execution of site construction. aPP absence of detail drawings or Specifications pertaining to specific items 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, P PTOPm purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: replace joints and repeat test until entire system is proven watertight. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours were developed to the time the actual soil conditioning take place. Therefore,the Contractor Non-selective contact herbicide and/or non-selective systemic herbicides as recommended required to complete work,perform such work in accordance with best 5.All hydrostatic tests shall be made m the presence of the General required b him for the construction of the project. All tem traffic barriers and y Y �h' � P� q Y Proj Po�'Y shall obtain his own soils analysis at a rate of one per every 25,000 square felt of planted area. by the Pest Control Advisor) standard practice with prior approval of City of Rancho Cucamonga. Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled detours shall conform to all conditions required by the City or governing authorities. These soil tests shall be conducted by an approved Agronomic soils testing laboratory 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture until it has been observed,tested,and approved in writing. 1.05 Defective and Unauthorized Work: 6.06 Selective Herbicides: approved by the project Landscape Architect and City. Copies of the soil test to be provided Selective pre-emergent herbicides compatible with seed mixtures before installation. Installation and solvent welding methods shall be as 6.Furnish necessary force pump and all other test equipment All work which is determined b inspection to be defective in its construction or deficient in Pre g mP (as recommended by the Y ' Pe during the Pre-construction job conference. recommended the and fitting manufacturer. 7.When the irrigation system is completed,perform a coverage test in the Pest Control Advisor) by P� g any of the requirements of the plans and specifications shall be remedied or removed,and 3.05 Finish Gradin 5. On PVC to metal connections,the Contractor shall work the metal presence of the City of Rancho Cucamonga to determine if the water coverage g' 6.07 Weed Eradication: for planting areas is tete and adequate. Furnish all materials and replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototillin operations are complete, de areas to establish finish des for planting. tape approved equal, P 8 �P Pio g P P P g If in the inion of the Pest Control Advisor,perennial grasses and weeds existing in the connections first. Teflon or ved shall be used on all threaded Architect and Ci °p 'Pin S� g all work required to correct any inadequacies of coverage due to deviations h' All flow lines shall be maintained and proper tolerances shall be met after settlement at the planting areas will ire control or to removal these areas Pest Control PVC to PVC,and on all threaded PVC to metal joints. Light wrench pressure 1.06 Inspections: P g � � 'spray � from the Drawings,or where the system has been willfully installed as P end of the project maintenance period. Advisor's recommendations. is all that is required. Where threaded PVC connections are required,use indicated on the Drawings when it is obviously inadequate,without bringing The Contractor shall arrange for inspections by notifying the Landscape Architect,City and Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade threaded PVC adapters into which the may be solvent welded. this to the attention of the Ci of Rancho Cucamonga. This test shall beA. Prior to the installation of the irrigation system remove and clear all weeds and �Pt P� Y City g governing authorities, 24 hours prior to time of inspection,unless otherwise noted. change. deleterious materials from planting areas. accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection P g E. Line Clearance: 8.Upon completion of each phase of work,the entire system shall be tested and P Y y tt We Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of V-2" pertaining to the project scope of work will apply: Weed abatement work shall be coordinated with the installation of the irrigation system 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six(6) adjusLed to meet site requirements. RoughGrading. below the surface of the soil. Physically remove all weeds from the site. inches from each other and twelve 12 inches from lines of other trades,with the g rototilling and soil amendment work,and planting. (See Weed Abatement section). ( ) ' Drain Lines and Catch Basins. PART 7-LANDSCAPE MAINTENANCE exception of the control wire skew s which shall be installed adjacent to sure 1 3.07 MAINTENANCE � ) P supply A.The entit irrigation system shall be under full automatic operation for a period of Irrigations(main line pressure, coverage&system operations test). PART 4-TREES AND SHRUBS 7.01 Scope of Work: line. Parallel limes shall not be installed directly over one another. seven(7)days prior to any Ping Soil Preparation and Finish Grading. 4.01 Scope of Work: 2. Reclaimed Water Supply: B.The Ci of Rancho Cucamonga reserves the right to waive or shorten the Provide all materials, labor and equipment necessary for,or incidental to,performing all City g ght operation Plant Material(delivery&placement). Provide all material,equipment,and labor necessary to install all trees and shrubs as shown maintenance requirements as reasonably lied or as delineated in the specifications Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. Substantial Completion Inspection at completion of landscapeimprovements) 7 y pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP Days. P ( impro ) 21�s�reasonably implied and as delineated in the specifications.ts including,but not limited to the following: feet. (b)Perpendicular Construction(Crossing): Pressure water mains shall be at least Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Final Inspection after maintenance period)- 7 days. Maintain all plants and planted areas. sP ( P� ) Y A.Nomenclature- Plant names indicated on the drawings conform the Standard Plant one foot above sanitary sewer and reclaimed water lines where these lines must cross. removed from the site,all walks and paving shall be bloomed or washed down,and any The contractor shall arrange a Preconstruction job conference with the Landscape Architect Names" established b the American Joint Committee on Horticulture. Except for Keep planted areas free of weeds and debris. General Notes: a No joints shall be permitted within the 12" above the sewer or damage sustained on the work of others shall be repaired to its original condition. Y Prune trees and shrubs. ( ) PIPe l P� and Ci a minimum of seven 7 days or to the beginning work. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE �' ( ) y � names covered therein,the established custom of the nursery is followed. Fertilized all Tants and planted areas. reclaimed water line. It is the intent of these specifications that no joints shall occur below 1.07 Guaranties: P P A.The Contractor shall operate each system in its entirety for the City of Rancho B. Condition- Plants shall be symmetrical,typical for variety and species, sound, Irrigation. the sewer or reclaimed water line, where there is a perpendicular crossing. If that cannot be The Cot at time of final observation. mems domed not acceptable the A. Plant Materials: All trees, shrubs,ground cover,bedding plants and lawn shall be healthy,vi vigorous, free from plant disease,insect Cucamonga Any' epta byg p pests,or their eggs,and shall have Insecticide accomplished,the new pipeline shall be encased in concrete for the full length where the Ci of Rancho Cucamonga shall be reworked to the complete satisfaction of the Ci guaranteed from date of final acceptance of landscape construction for ods asYmg' City g P h' g� eP Pe P� healthy,normal root systems,well-filling their container,buy not to the point of being 7.02 Fertilizers: pipe is below the sewer or reclaimed water line. Encasement shall be per City Standards. of Rancho Cucamonga follows: root bound. Plants shall not be pruned at anytime,and in no case shall trees be A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 Gro- (b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24"box& larger 1 year t All D.I.P. must have hot bituminous coating and all class 200 P.V.C.must meet DR-14 has received all accessories,charts,record drawings,and equipment as required before °fid' Power Controlled Release Nitrogen,as designated herein,or approved substitute as thP g Trees I S gal. & smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good AWWA C900 or equivalent. c This criteria does not for a reclaimed water line final site observation can occur. required by the Agronomic soils report. Available from Gro Power(909)393-3744. Por �Nri' ( ) aPP1Y Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper no, associated with the o 0 crossing another reclaimed water litre. (d)The construction criteria apply to house laterals Ground Cover 120 days B. Ammonium Sulfate: Granular form containing not less than 21 /o nitrogen and 24/o 3.10 SITE OBSERVATION SCHEDULE Y container size specified on plans. Removal of all tags, labels,nursery stakes and ties sulfur and shall be registered as an agricultural miner,with the State Department of prethat cross above s pressure water main but not to those house laterals that cross below a Bedding Plant 120 days S' � ssu r water main A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in g Y from all plant material prohibited until the approval of the Landscape Architect or Agriculture in compliance with Article 2 -"Fertilizer Materials," Section 1030 of the advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1.Pre-Job Conference-7 days Lawn(seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours insufficient in size to carry out the intent of the planting plan will not accepted and will Install as per manufacturer's instructions. Remote control valves shall be connected to 3.Lateral line and sprinkler installation-24 hours Guarantees begin after the project acceptance Ci and at the end of the 180-da Maintenance shall start immediately after landscape irrigation and planting. 8m Proj � by h' Y be replaced at Contractor's expense. controller in numerical sequence as shown on the Drawings. 4. Automatic controller installation-24 hours Maintain all plants and planted areas on a continuous basis as they are installed during the � 8s• maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of Plants- Shall be as stated on the Plan. Container stock(1-gallon,5-gallon, 5.Control wire installation-24 hours progress of the work,and continue to maintain them until final acceptance of total project. 6.Pressure supply line and lateral line testing-48 hours died within the time span stated above, at no cost and within 5 days from receiving written and 15-gallon) shall have been grown in containers for at least one(1)year,but not Replace andead or dying Tants as directed b the Landscape Architect and G. High Voltage Wiring for Automatic Controller: notice from the Landscape Architect or Ci If dead material is not laced and planted y Yi g P y City 7.Covera test-48 hours pe City. replaced P over two(2)years. 1. 120 volt power connection to the automatic controller shall be provided by the within the 5 da period,Ci may lace dead material with new material and charge the representative. Contractor. 8.Final observation-7 days Y Ix City Y reP 8 F. Substitutions- Substitutions for indicated plain material will be permitted provided A. Irrigation: Operate irrigation system on an established program to maintain all plants B.When observations have been conducted other than the City of Rancho Cucamonga, Landscape Contractor for all expenses incurred. the substitute materials are approved in advance by the City,and are made at no and planted areas in a health condition. Irrigations stem run-off shall be k to a 2. All electrical work shall conform to local codes,ordinances,and union show evidence in writing of when and by whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations, all substitute plant P y y authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development, for period of one year from date of final acceptance of minimum. Damage to irrigation system resulting from maintenance and equipment � >y P Y eP materials shall conform to the requirements of these specifications. contractor shall not call for a site visit without"As-Built"record drawings,without and/or maintenance personnel, shall be restored to its original condition at no cost to project. G. Plants Not Approved-Plants not approved are to be removed from site immediately the Ci Failure of anart of the irrigations stem shall be brought to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: City. y P Y � and replaced with suitable plants. The City reserves the right to reject entire lots of 1. Install where shown on the Drawings. Where together,allow at least visit. of the City. No repairs other than emergency repairs shall be accomplished without 8s• S�P� 8 Upon completion of the work,the Contractor shall present to the City, signed copies of all plants represented by defected samples. twelve(12)inches between adjacent valve boxes. Install each remote control labor and materials releases for all work performed under Site Development. written permission from the City. valve in a e valve box. CONCRETE SPECIFICATIONS P � H. Stake all trees,as per details immediately after planting to prevent wind damage. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at PART 1 GENERAL 1.09 Disposal and Clean-up: I. Plant trees that are to be located in lawn or ground cover areas after finish grades are 1.01 Description Remove all waste materials(including excavated material classified as unacceptable soil first established and allow at least 7 calendar days prior to installation of said lawns or intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or an 1. Flushing of System: For concrete information refer to the Standard Specifications for Public Works Construction material trash and debris generated or encountered during the course of landscape Y Y y �� )� 8 8 P ground cover to provide for thorough watering of trees. All planting holes shall be excavated approved herbicide 1.After all new sprinkler pipe lines and risers are in place and connected,all (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303, construction, and legally dispose of it. During the course of the work,removes surplus �° proms' mP as defined on appropriate details. C. Pest Control: S all plants and planted areas at beginning of maintenance necessary diversion work has been completed,and prior to installation of and 400,as well as any other sections related to the installation,per and post installation of materials from the site and leave sea in a neat and clean condition. Clean and PrnY P P program P� up 4.03 Soil Amendments: sprinkler heads,the control valves shall be ed and full head of water used concrete mak,materials,labor,and clean-up. The Standard Specifications for Public Works and as may become necessary thereafter by an approved method of pest control,to � � Construction is available from: remove all remaining debris and surplus materials upon completion of work, leaving the Soil amendments shall be as recommended in the Agronomic soils report k all Tants and planted areas free of insects and disease. Method shall be reviewed to flush out the system. remises neat and clean. The site shall be cleaned upon there request of the inspector. keep P P BI Building News P Po q Pe 4.04 Trees Stakes: 2. Sprinkler heads shall be installed only after flushing of the system has been 8 by the City prior to any applications. Pest Control shall include Gopher control. 3055 Overland Avenue Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further D. Pruning: Prune all plants as designated and directed b Landscape Architect,accomplished to the complete satisfaction of the city of Rancho Cucamonga. Loa Angeles,CA 90034 PART 2-EXECUTION information. P 8n y ape t,at start un 2.01 Protection: of maintenance program and continue to pre plants as directed or as may become (310)202-7775 necessary until the end of the maintenance J. Sprinkler Heads: �' ProBT�• 1.02 Scope Keep all plant material delivered to site in a healthy condition for planting. Plants shall not PART 5 -GROUND COVER AND BEDDING PLANTS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other 5.01 Scope of Work: necessaryto achieve and overall even appearance. Exterminate gophers and moles; be installed in this work shall be equivalent in all respects to those itemized. including,but not limited to the following: suitable material until planting. Balled and burl ed plants shall have root ball covered with g P P 8 aPP P Provide all materials and equipment and perform all work necessary for and incidental to 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. A.Furnish and set all reinforcing steel,bolts,and anchors. repair damage. Pa 8 g moist sawdust, wood chips or other suitable material until planting. installing all ground cover and bedding plants, as shown on plans, as reasonably implied,or In no case shall the spacing exceed the maximum recommended by the B. Install all items required by other trades which are to be cast into concrete. delineated in the specifications.manufacturer. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where 2.02 Installation: P PART 8 - ACCEPTANCE OF PROJECT applicable. 5.02 Bedding Plants: aPP 8.01 General: 1.03 Protection Detailed layout of plants within the planting areas shall be performed by Contractor and Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, 3.04 TEMPORARY REPAIRS Upon completion of installation, a maintenance period of a minimum of 180 days for all All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. approved by the Landscape Architect and City prior to planting. and of the species and variety shown on plans. landscaped areas is required or to final acceptance of the work the Ci The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be laced imediatel after concrete finishing. Contractor shall famish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using �' City. P Y 8 P 8 8 5.03 Ground Cover: Commencement date for the maintenance period shall commence u written vol for all system equipment in operating condition. The exercise of this right by the City shall not and remove all of his own barricades. Contractor shall be responsible for any damage to new the followingmixture: P P apo Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be relieve the Contractor of his responsibilities under the terms of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native,On-Site Soil with rock no greater than 3" in diameter established and well rooted in flats or similar containers. phases of planting installation by the City Public Works Inspector. Maintenance period shall be specified. city. Gro Power Plus 5-3-1 15 lbs/c adequate to verify plant characteristics and establishment. 1.04 Clean-up Y 5.04 Mulch:y Mulch: Shall be of compacted wood c fiber. A. Two inspections shall be made that affect the establishment period: The first after all Iron Sulfate 2 lbs/c 3.05 EXISTING TREES Upon completion of all concrete work and before final acceptance,the Contractor shall P surplus materialsapparatus,debrisetcplantings have been completely installed in order to approve the begimiing of the remove all tools, p , pp , , .from the site and the site shall be (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all After backfilling,construct a 3" earthen berm to form watering basin around each plant,to establishment period, and the second at the end of the establishment period If left in a clean,neat condition acceptable to the City. 8� 8 P A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings are not acceptable the end of the 180 da period,due to defective possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch allow thoroughwater-in and establishment. P y P and 1 roots occur shall be done hand. All roots two 2 inches and 1 in diameter, If planting o delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establishment until all work meets with the Specifications �8m' by ( ) aTB� PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun,wind and other damaging elements. except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily PART 1 -GENERAL shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and fine grading shall be completed and trees and shrubs installed and can be approved. wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of work: prior to bedding plants and ground cover planting. B. At termination of establishment period all plant material shall be live,healthy, run close to trees having roots smaller than two(2)inches in diameter,the wall of the trench Contractor shall provide all materials,labor and equipment incidental to and necessary for PART 3 - SOIL PREPARATION AND FINISH GRADING undamaged,and free of infestation. Inferior plantings shall be replaced and brought adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one(1)inch completing all work,as indicated on the drawings,as reasonably implied,or as delineated in 3.01 Scope of Work: 5.06 Installation: to a satisfactory condition before final acceptance of work will be made. All areas the Specifications as follows. P Plant ground cover and bedding plants in moist soil and space as indicated on plans. and 1 m diameter shall be with two coats of Tree Seal,or . Trenches shall be neatly raked and free of weeds. m'8m' P�� l�l A. Provide all materials and equipment, and perform all work necessary for and Each lant shall be lanted with its orate amount of soil so as to minimize root adjacent to tree should be closed within twenty-four(24)hours;and where this is not 1.02 Standards: P P proporti ' All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. dations,and meet the minimum requirements of the Standard Specifications For Public shown on plans, as reasonably implied,or as delineated in the specifications. from container. Works Constriction(Green Book)latest edition. B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. Regrade planter areas after planting,to restore smooth finish grade and to insure proper 3.06 FIELD QUALITY CONTROL 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible A.All Contractors performing Site Development work,must be licensed in accordance 3.02 Topsoil: after grade is established. Watering shall begin immediately after mulching. (Grading shall care to avoid injury to trees and tree roots. excavation in areas where two(2)inch and larger with the laws of the State of California A. Existingon-site soils listed as'acc table'umder'Site Grading' specification. roots occur shall be done hand. All roots two 2 inclnes and 1 in diameter,ext B. Contractor shall provide the Landscape Architect and the City with a list of g P accommodate the mulch) by ( ) larger � B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be 5.07 Protection: directly in the path of pipe or conduit,shall be turmeled under and shall be heavily wrapped with Subcontractors and Material Suppliers ex to be employed during the course of sand textured. Silt plus cls content of this soil shall be no greater than 15 %b burn to ern scarring or excessive . Where a ditching machine is run close to trees COr'st`t'ct'°n' Y P Y Bre Y Erect temporary fencing or barriers to protect planted areas from damage prior to final Pte' g �g g C.Contractor shall obtain and keep in force Public Liability and Property Damage weight. The boron content of this soil shall be no greater than 1 part per million as acceptance. cffy having roots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree Insurance,during entire course of the Construction Contract The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not �� REVISION DATE IMPIgI�ED: shall be hand trimmed,raaI irrg clean cuts through.Roots one(1)inch and larger in diameter insurance shall be determined by City. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, PART 6-WEED ABATEMENT shall be painted with two coats of Tree Seal or equal. Trenches adjacent to tree should be closed D.Prior to start of site development work,the Contractor shall notify the Landscape samples of the imported soil shall be submitted to an agronomic soils testing 6.01 Scope of Work: C 1TY OF RANCHO C U CAM 0 N GA within twenty-four(24)hours; and where this is not possible,the side of the trenchadjacent to Architect and City to give starting and completion dates. Contractor shall also supply laboratory,approved by the project Landscape Architect for analysis prior to use. Provide all material, equipment,and labor necessary to perform all work as indicated on the tree shall be kept shaded with a burlap or canvas. the Landscape Architect and City with the name and telephone number of the person Result of testing to be delivered to City for approval. Soil test to include analysis and plans,as reasonably implied, and as delineated in the specifications. IRRIGATION AND PLANTING in charge of the work. recommendations. 1.04 Responsibilities and Coordination: 6.02 Quality Assurance: A. Adjustment of the System: 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed b the State of 1. The Contractor shall flush and adjust all ler heads for A.Permits: The Contractor shall obtain and pay for all permits and inspections required y SPECIFICATIONS add sprinkler optimum by governing authorities for the work to be performed. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report California as a Pest Control Operator and a Pest Control Advisor in addition to any performance and to prevent overspray onto walks,roadways,and buildings as B. Existing Conditions: The Contractor shall verify atl conditions and dimensions shown furnished by the Contractor. subcontractor licenses that are required. much as possible. on the plans at the site prior to commencement of any work under this contract. The 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State,and Local Regulations. FOR LM D ANNEXATION 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recommended approval and 6.03 Submittal: VICTORIA ARBORS TRACT 16370 proper and more adequate coverage,the Contractor shall make such of work. fine grading completed prior to rototilling and prior to soil amendment work. Prior to the installation of any weed control materials,the Landscape Contractor shall submit to adjustments prior to planting. Adjustments may also include changes in v,Nr5CAPF After rough grades have been estabalished,prepare all lawn and planting areas by tilling or the Landscape Architect/City a list of the weed control materials and quantities per acre intended MAINEENEEMEN nozzle sizes and degrees of arc as required. r A. "I '�'y cross ripping to a d th of 12".All rock and debris more than 2" in diameter shall be removed /tel�/6/4/ � ERs � depth for use in controlling the weed types prevalent and expected on the site,as supplied by the Pest APPROVED 8Y: DATE: 3. Lowering raised sprinkler heads by the Contractor shall be accomplished �' j' '�� from the site except for areas that are to be sodded in which all rock and debris more than V Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape CRY ENGINEER �� '�� RCE: 24953 within ten(I 0)days after notification by the City. in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and WIN Mit [=L-1 D 4. All sprinkler heads shall be set perpendicular to finished grades unless methods with the intended planting and seed varieties present. W I t h e rs and Sand ren, Ltd.otherwise designated on the Drawings. 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * a * 9 � Landscape Architecture MiOE that each lateral operates at design pressure. e , \ A DH 3467 Ocean View Boulevard. suite 3 of 18 'ATF ` ' Glendale. CA 91208 OF GAS CHEOM Tel: (sls) 236-3006 fa:: (ala) 236-3066 OPIANIIQ N0. Lw 10/0 1$/2004 0 -1_ PROJECT SHT. NO. SOF CALCIVICENGINEER_ING, INC. SHEEI40 LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) MILL I TMUCTURAL/LAND SURVEYINGIIONE(626)7W262IFAX(626,Wl1•i1 " - - -r'JW_ ELECTRIC SERVICE PEDESTAL P1 THRU P11 SYM. DESCRIPTION WATTAGE LAMPS MOUNTING --- eme""I ---� N0. ATTS TYPE oATe sn 120/24OV., 10, 3W PROJECT: i VICTORIA ABSORB-WINERY C'ORNRE3 Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HPS POLE V'II"� t Ce ' � w i . + 4_ S EL / REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR POLE LIGHT _ STRONG BOX MOD 24SS 240 VOLT R O-+ 6 6 I ._ i�•3 - t 1 q F =tl�•~6'Ps a 1 '/ I ,s� + + + t WITH PHOTOCELL AND GFI RECEPACLE O _••. STREET LIGHT SPAULDING CM-PM10-S100-01-MT(240)-CS 240V . . . LIGHT FIXTURE CALL OUT. A INDICATES FIXTURE TYPE, 100" INDICATES WATTAGE 0, 4 o . - 10 1 O - o - = • FLUSH FLOOR RECEPTACLE WITH COMBINATION COVER P o _ - SHEETINDEX o BRASS r --1 �-- � � � DUPLEX RECEPTACLE, WALL MOUNTED +15' TO CENTER OF BOTTOM DEIACE. 4,Y_ 1'�T -~t M l 00A QUADPLEX RECEPTACLE, WALL MOUNTED +15" TO CENTER OF BOTTOM DEVICE. t4 j / L-14 SYMBOL UST, FIXTURE SCHEDULE, DETAILS �! L-15 NOTES L-16 TRACT 16370 LIGHTING GFl-TYPE RECEPTACLE, MOUNTED MI POLE LIGHT N - I 100A UG PANEL I L-18 PANEL SCHEDULESL-17 TRACT 16370 A-1,3,5 -�j HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. 2. - i = Pi WING RUN CONCEALED IN WALT CEILING OR AS NOTED. l.. t` 4 �s�! SLI#�� d t1*�� r¢l�I WIRING RUN UNDER FLOOR, OR UNDERGROUND. (1) 2"C. TO i J 4 JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT = ELECTRIC BOX C PULL 0 �>�_ �._ �_.� � �,,. -: .- p ,UNCTION Box OR PULL Box � i - ------- ELECTRICAL PANEL BOARD AS DESIGNATED, FLUSH MOUNTED �L ELECTRICAL PANEL BOARD SURFACE MOUNTED 3 Kii, _ : 31 ><« �E - SCALE: -- y - TYPICAL SINGLE LINE DIAGRAM N.T.S. 3 ® ELECTRICAL SERMCE POSTAL ' '. ' -I- MIN - GENERAL NOTES � TELEPHONE TER AL BACKBOARo. PROVIDE 1/2•C. , � caouNO IL ,,, I+ - = CONNECT TO COLD WATER PIPE L, rz 1 o c _I- -� �_ X "X" INDICATES PANELBOARD OR EQUIPMENT DESIGNATION ANCHOR BOLTS -1 'E-100' INDICATES PLAN PANEL SCHEDULE stF , �• G- art CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS NTH UTILITY COMPANY AND CITY INSPECTOR. J i 2 LIGHT FlXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL O PLM NOTE REFERENCE, SEE NOTES FOR REQUIREMENTS ELECTRICAL NS SQUARE LIGHT POLE CALCIMENc;n1EeRINc.INC Tf1I Jos. 4"-6, 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPUER /Y\� aT TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS. AV 2150 PARNELL WAY � DOW, 1,06AM, 27 MAY a MUST PROVIDE CORRECT LAMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES ALTADENA,CA51001 Descilpliks I I WALL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. PHONE:(626)T'SS-2525 a� ADJACENT QJ FUSED DISCONNECT STITCH - HP RATED WITH FUSES SIZED PER EQUIPMENT FAX,(628)765-5641 HARDSCAPEI 4. ORDER ALL UGHTING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. - --- - ----------- --- _ .'�`"ALce4;' ... s 0 ++^ °illi ' I TOP VIEyy BEFORE INSTALLATIONS. Description UGH' OGLE::oL Fl FEEDER DESIGNATION SEE FEEDER SCHEDULE I 5. CONTRACTOR WALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH IRRIGATION POINT OF CONNECTION. 70AMP FUSE AND IOOAMP SWITCH, FUSE TYPE AS SPECIFIED Steel Section TS4x4x1q Fy 46 00 t>�rN��ASD and/�UDC�, 1 0' mal hrlartlteQlon GkuMbrte w.rfsaigrted to X-X sdeaway Rest•ained LIGHT POLE I PRE-FORMED METAL COVER Duration Factor 1.330 Y-Y Sidesway Restrained OVER ANCHOR BOLTS 70AF/100AS column Hill 10 000 N Elastic Madulus 29.000 00 Me DRY PACK BEN EA 45 DEGREE CAMPHER End Fixity Fix-F/ee x-x unbraced 10.000 n Km 2 100 BASE PLATE TC APPROX 1" X 1" LM 6 Short Tem,Loads Combined Y-Y Unbraced 10 000 R Kyy 2.100 ABOREVIATIM Loads #4 REBAR TIES - - Axial Load_. NOTE: ALL LIGHT POLES ARE TO BE LOCATED AFF ABOVE FMIS!•!ED FLOOR OR GROUND FAULT CRCUIT INTERRUPTS Dead LOW 0.09 k Ecc for X-X Axis Moments 0.000 in +I- -I+ I Lnre Load k Ecc/or Y Y Ain Moment, 0.000 in CONCRETE APRON IN COBBLE ADJACENT TO WALK. snen To"Load k 4" TO 6" ABOVE GRADE _ IN TELEPHONE BACKBOARD EM EMS'GENCY FIXTURE POW bb"Loads... � � SSL HEM I Along Y-Y(*bong a mita tents) 0 133 it 10.000 It ADJACENT ' 21 FINISH GRADE T - -I T CO CONDUIT ONLY NL NIGHT LIGHT Along x-x i y m«+,sm:) k R 1 , 1 MMMI Summa Column Dam OK "-6 1 - - 1 4 HORZ. TIES v WEATHERPROOF U.O.K UNLESS OTHERNISE NOTID Semon TS4XAX'.ra Hegnt- 10.00R.Aval Loads: DL- 0.09. LL- 000. ST- O.OM. Ea - 0 OOOin s -- CONDUIT DEPTH PER 1 II 30_0" 4 VERT. Ur raoldLengths- x-x- 10001t. Y-Y- 10.00R CURRENT NATIONAL _ PROVE � �� AND CONNECTED TEL TELEPHONE combined dross Ratios teaL 1� OL+LLDL+ST+ELL d Cnoasn) ELECTRICAL CODE 1 A • _ REL RELOCATE EXIS W DEVICE KW KILOWATT Also Formula Ht-, • CONCRETE FOOTING - ' Imo_ .� - _, AISC Formula H,•2 I - -- KVA KILOVOLT AMPS Aisc F,xmuN H1-3 0.017 0.0047 0.1093 11.0 NAM LUGS ONLY XX kft:Fa caled Dar In E2.2,K'Lh>Cc \� YYAxi_r�c_'dwEaE2.2.K'Lrr>Cc #4 REBAR TIES 10-60 3/4 X 15 ANCHOR BOLTS (4) _. _� l`� AHU AIR HANDLING UNIT � (,'ROUND Allowable&Actual Stresses Deac ,.ne DL+� + n rt Fa Allowable 5.36 key o 0o ks� s 3e w. �� 4;,e ka CONCRETE APRON 4"-6" MIN. CP aRax.ATTNG PUMP x oECREEs KELVIII �L EF EXHAUST FAN PIL PAM! I*:Actual 0 03 ksi 0.00 kW 003 ksi 0 03 ksi 4"-6" ADJACENT NOTES: CONCRE fto Allow IF3.1] 27.8D liver 0.00 kill 27Wits! 3e 71 k« HARDSCAPE 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER S DEWAL LIGHT STANDA �� HP HORSE PO ENI ELECTRIC WATER HEALER 1b xxActual 0.00 kill 000 kai 0.00 Mal 3.68 ksi APPROVED STRUCTURAL CALCULATIONS. CU CONDENSNG WT 2. STRUCTURAL CALCS AND FOOTING DETAIL TO BE PROVIDED v VOLTAGE FD:yy:ANowIF3 1] 27.80 kill 0.00 kat 27.50 Mi 35.71 kM PROFILE AND SHOWN ON PLANS. Vas VOLTAGE DROP A AMPS � YY A•x+1.f 0.00 k,N 0.00 Is♦t 0.00 Ini o.0o kai L vaH,•e -_- ' TTP TYPICAL 0 PHASE R FT FOOT OR FEET Fec DL-LI 5384 psi Cm, DL-L, 060 Cbr DL+LL 100 CONCRETE E E COBBLE AREA NO OR- Fsy DL-LL 6.361 psi Cm.y DL-LL 050 Cby DL+LL 1.00 SCALE. Fox OL+LI+ST 7,161 pit Cm:x DL+iL+ST 1.00 fbx DL+LL+ST 1.00 AIC SHORT CIRCUITING RATING N Esser Ll GH T POLE DETAIL 2 SYMMETRICAL AMPS Fey:DL+LL+ST 7,151 psi Cmy DL+LL+ST 0.50 Cb•y DL+LL*ST 1.00 Max X-X Axis D.ilsctbn -0.s2,in r ,0.000 R Max Y-Y Axn DeNeefgn o- N.T.S. w• K. tiG �; rD 6 M 9?�aASSOC�l1elES d �"� ��- G1V11• 04�\ 24" 25" A CALIFORNIA CORPORATION 125 E Odd Street, Sage 150 Now M9 382-� C @W Mao, CA 64626 CALCSAC MINEERM .MIC Ties: Jobr FRONT MIN. 36" 1 ONT CHRISIBR (ORN 714 546-301 2150 PARNELL WAY Deec�pNon Deli 11 06AM, 27 MAY 01 PHOTOCELL CLEARANCE �__ " SCALE: FgIC 7143 546-3252 117 ALTADENA,CA!1501 I MIN. 36 T Y P LIGHT POLE LOCATION DETAIL 4 w=�°°�° 70 CLINT° AW M 0 FOR A PHONE.(626)TS6-25'15 Scope: OFMETER BACK i LEVEL N.T.S. A�ooc'"EPT1wM PPE o0 OFF� AANDNY ochmn 7i4 miDIIT"N FAX:(�]756.6641 I CLEARANCE DMecolvls oulSNc wry PE1110D WILL s PWO"m TO wMc _ METER I AND RCPaR>m AFTER THc AOCEPTAfYCfa/0500 WILL 6E COMPENSATED s - - -- -- i PEDESTAL - PART OF IM - u..xwpeox+,.v..se,:aoa:bao 3%91 Coit mn Base r1als FRONT do BASIC sDOPc OF St7tVI M OORREC110NS OF DEFECTS DCTECTEO .�•,W31002 EWEt1CKC EAYw:q Sd�.-• e,Daar.�■•.■•a�oNCK ■sa■si „n■ uur,n■■s■i Description LIGHT POLE (BASE PLT BACK METER FOR a�� 1�eNCEs. I PEDESTAL N we CLINT A m wt Hurn falnolr Poerrlm ION urK TO rectMlsY AND nDLD wit oDNruLrANr FROM ANY DAMAo,LIANLITY OR COST.NQAAINO REASONABLE ATTOWW FM AND 0057E OF OVIVI I AR ISM FROM ANY REIISfE OR General Intel I Istiol CakuMlons we dusigned to AISC fah Edition ASD and IW UDC Requhamenls saa�.■n"r:-.i .■-•sn�n■twm ■mxs r�ice,aaxa,�sr•■� l Lis Steel Section TS4x4x114 ( MODIFICATION OF 11E PLANS NO SPECTFlCATIONS FROM OR 1MIOU01 1 wNE CLINT SIRNOUT wE Pt10R ISCTIEN AUTIioRazAna a wNc Axial Load 0.09 k Section Length 4 000 m L------------ PARTICULAR N NO EVENT SHALL *9 CONSULTANT K Section Width 4000,n NTA NO AND FI NETS,011lJt [XPIIESS OR MLRA OF YERCf1AlITMILITI•AND FlTIESS FOR IWIr x-x Axa Moment 1.33 k-ft Flange Thickness 0 250 in FINIPO�. OR ANY DAMAOCf PIsis , Web Thickness 0.250 in I Plate Length 10 000 m Alternes"s Plate width 10.000 in Concrote tic 2.500 o psi 48" I--� Plate Thickness 0.650,n Base Plate Fy 36.00 ksi Load Duration Factor 1 330 I L_4 1 CITY Support Prof °Pilaf � 30 000 in sin Dist from P�Edge 2 000 In TIME CLOCK APPROVM DESCRIPTION OF REVISION DATE SEN Count pw Side 2 11 Tension Capacity 5.300 k "�' °"2Y� CITY OF RANCHO CUCAMONGA Summa Da.@, in OX ry ITCI G.F.I. Conc"Desnng al,ep Siearing Slap OK 1 Actual Bearing Stress 117.7 psi CONVENIENCE Allow per AC1315-95.A3.1 Pottal silex DoKs in Twlslon RECEPTACLE SYMBOLS LIST, -03•r'c'Sgrt(A21AI)•LDF 1,9950 psi FIXTURE SCHEDULE, Allow per RISC J9 2,327.5 psi I Paw no to Omm Mistiness OK DETAILS Actv.11b 9.567.3 par ' FOR LIVID ANNEXATION Max Allow PMe Fb 35,910.0 psi I Twolm Dolt Face Sof Tension OK I Actual Tension 0 616 it Allowable 5.500 k 4'.T �•�1r� ''•�, I,� �I.. �., � }��•7�s 's�,r 4 _�; PROVIDE CONCRETE IA ARBORS TRACT 16370 �, ,:' ' '' ;1f ".� I• �, . tit !• •� FOUNDAl10N(2800-28 DAYS) AND ESS/ QRpFEssrpy i•El•� ;'r��: ��"�h'{l1'; �,�'" �� 'mow,'4S�% PER REQUIREMENTS OF MFR VERIFY SNA, "Y p +I! • .:�••*� '•s�. tiwM• EXACT SIZE OF FOUNDATION NTH ! U ;"+ A• MANUFACTURER AND STRUCTURAL '� APPROVED BY. ) DATE. ria c4�7 ENGINEER PRIOR TO ROUGH-IN. CITY ENGINEER u !G/��/ RCE: X4953 `D !'� I PROVIDE PAD MOUNTED BASE HATH N /30/06 DElSM s E`D �° SERVICE CONDUIT 1"C. FUTURE - REFER TO ANCHOR BOLTS EMBEDDED IN * AS REQUIRED PLANS FOR QTY. j�S sf crv►v .>�� ' CONCRETE SUPPLIED BY PEDESTAL and 'lFUf CALIF�Q MANUFACTURER. �,q CTR Landscape�� DIbYMN WitheLandsc pe ArrchItecture, Ltd. PAK OF CAL*+F s�7 o•pn Vim �+�• Bull• A L-14 of 18 WndoN, CA 61208 LIGHT POLE FOOTING C A L C S SCALE: PEDESTAL 5 PEDESTAL ELEVATION SNAT.E: CHECM: ril Telt (818) 236-1 0l`� 4 (818) 236-5066 O. -� PROJECT SHT. NO. �3 OF GENERAL NOTES No. 1 GENERAL NOTES No. 2 A GENERAL C CONDUCTORS 1 ALL CONDUCTORS ARE f12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM • ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 24 (1989-AMENDMENTS), 3/4" CONDUCT FOR PVC UNDERGROUND CONDUIT. CIRCUIT BREAKER AND WIRING THE LATEST ADOPTED EDITION OF 1999 N.E.C., AN U.B.C., AND LOCAL CODES. ALL EQUIPMENT 1. CONDUCTORS SHALL BE CODE GAUGE 600 VOLT CLASS, COPPER, MARKED 24" ALONG SIZE PER NEC TABLE 310-16, IN COMMON AREA PANEL FULL SIZE CIRCUIT BREAKER AND SYSTEMS SHALL BE U.L LISTED. IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND MUST BE USED. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. SIZE. 600 VOLT CONDUCTORS SHALL BE TYPE "THHN/THWN (WET/DRY)'. DELIVER THE 1. THE CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO WIRE TO THE SITE IN UNBROKEN PACKAGES. LOW VOLTAGE CONDUCTORS SHALL BE 2 INSTALL (2) 1" C.O. STUB OUT FROM PANEL FOR FUTURE USE. THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 3 MINIMUM OF 1" CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD 2. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN 4 ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE COMPLIANCE WITH O.S.H.A USING PRESSURE SENSITIVE PLASTIC. REQUIREMENTS. CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 3. ALL CONDUCTORS/CABLING SHALL BE INSTALLED IN AN APPROVED RACEWAY UNLESS 5 SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATIONS PROVIDED BY CUTLER-HAMMER. SPECIFICALLY NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SWITCHGEAR 2. THESE DRAWNGS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL FOLLOW AS INTENDED FOR USE FITS THE SPACES PROVIDED. CLOSELY AS POSSIBLE. D GROUNDING 6 ALL RECEPTACLES, SWITCHES, AND COVER PLATES SHALL BE WHITE NOT IVORY. 3. LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED WITH THE 1. THE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY OWNER/ARCHITECT PRIOR TO ROUGH-IN. 7 ALL ELECTRICAL EQUIPMENTS, BREAKERS, HOUSE PANELS, AND TIME SWITCHES ADOPTED EDITION OF THE N.E.C. AND OTHER APPLICABLE CODES. DIRECTORY SHALL BE PROPERLY TYPING LABELED. 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE, EQUIPMENT, 2. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 8 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING PROPERLY OPERATING ELECTRICAL SYSTEM. 3. THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER' CONDITIONS AND OBSTRUCTION. 5. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO 9 ALL EQUIPMENT IS TO BE LISTED AND LABELED BY APPROVED TESTING AGENCY (UL WERE UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL ERE RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. E POWER DISTRIBUTION EQUIPMENT AND DEVICES MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L, N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 1. PANELBOARDS: PANELBOARDS SHALL HAVE MAIN AND BRANCH CIRCUIT BREAKER RATINGS OF SIZE AND QUANTITIES AS SHOWN ON DRAWINGS. PANELBOARDS SHALL 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. MEET FEDERAL SPECIFICATION W-P-1158 AS TYPE 1, CLASS 2. ALL CURRENT CARRYING COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR PARTS OF THE BUS ASSEMBLY SHALL BE PLATED AND SHALL BE ENCLOSED IN A STEEL TO CONSTRUCTION. INCLUDE ALL COSTS IN THE BID. CABINET SUITABLE FOR SURFACE OR FLUSH MOUNTING AS INDICATED BY THE DRAWINGS. UL LISTED "HACK" TYPE BREAKERS SHALL BE PROVIDED FOR CIRCUITS 7. THE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SERVING MECHANICAL EQUIPMENT LOADS. A DIRECTORY FOR CIRCUIT IDENTIFICATION ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE PROVIDED, AND ALL CIRCUITS SHALL BE IDENTIFIED. CIRCUIT BREAKERS DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION SHALL BE FULL-SIZE BOLT-ON TYPE, TOGGLE ACTION NTH QUICK MAKE, QUICK-BREAK AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. MECHANISM. ALL MULTI-POLE BREAKERS SHALL HAVE SINGLE OPERATING HANDLE AND COMMON TRIP. MINIMUM INTERRUPTION CAPACITY SHALL BE 10,000 AIC MINIMUM FOR 8. USE ONLY COMPETENT SKILLED PERSONNEL PERFORM ALL WORK CONSISTENT WITH 120/240 V. THE BEST POSSIBLE TRADE PRACTICES. 2. ACCEPTABLE EQUIPMENT MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, 9. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER OR WESTINGHOUSE, EXCEPT WHERE REQUIRED TO MATCH EXISTING EQUIPMENT. SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL 3. IDENTIFICATION: PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL CIRCUIT PROTECTIVE DEVICES INSTALLED IN SWITCHBOARDS AND FOR ALL EQUIPMENT 10. ALL ADDENDA AND CHANGE ORDERS SHALL BE APPROVED BY OWNER. SPECIFIED HEREIN. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE WITH 1/4" HIGH SERIES RATED EQUIPMENT MALL BE ALLOOWED WITH CERTIFIED UL TEST REPORTS 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL BY MAUFACTURER SUBMITTED TO ELECTRICAL ENGINEER EQUIPMENT, INCLUDING, BUT NOT LIMITED TO SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, MOTION SENSORS AND ALL LIGHTING FIXTURES. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF F LIGHTING FIXTURES CONTRACT. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAVMNGS, 'AS-BUILTS', TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING ETC. SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE JOB. FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL "AS-BUILTS" VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR INDICATING FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, ETC. SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE 13. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE B CONDUIT FIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES MICH "LL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 1. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL 2. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT AND INSTALLED NOT EXCEED 10% ADVANCE MARK V OR EQUAL PARALLEL TO OR AT RIGHT ANGLES WITH THE BUILDING WALLS, CONTRACTOR SHALL ae ASSOCIATES PAINT CONDUIT TO MATCH SURROUNDING SURFACE COLOR. (OBTAIN MANUFACTURES OR OWNER'S REP.) 3. COMPACT FLUORESCENT FIXTURES SHALL BE PROVIDED WITH ELECTRONIC BALLASTS ac=; NAME AND COLOR NUMBERS FROM ARCHITECT AND/OR AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. A CALIFORNIA CORPORATION 2. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, l Polwwa"!05 '� Code e@% A Wft 10 SHAFTS AND WALLS 4. FLUORESCENT LAMPS SHALL BE 32 WATT T8, 3500 DEGREE KELVIN. PHILIPS, GE, „� oo.eo w..a, cn rise SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE IMTH AN APPROVED UL SYLVANIA OR EQUAL IRrS WSK01 r 714 �-ml Faoc 7143 "els-3m LISTED CABLE-AND-CONDUIT FIRE STOP OF FIRE RESISTANT SEALANT. THE RATING OF ,,,�,E„a,�„o,a,,,s,,,A„ a T As*0 N OONlilLTAMT 10 1R OIiMT AIO AK /TRD FOR MI THE FIRE STOP OR SEALANT SHALL BE EQUAL TO THE RATING OF THE ELEMENT 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL MWTMM UNN„W� ,G"* OL K OOIXA.TANT MO w11 R 0=01ED Ai F#RT OF 11E OOMIULmm PENETRATED. LIGHT FIXTURES. .,�,�,.E a< �„ or DEQ D� AIO REFORiFa A1IER"M AOC[P N=FEwoo VAL K OOMPENSAIM FOR At ADOITIOMK»>�wCM 3. PVC SCHEDULE 40 NONMETALLIC CONDUIT WITH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WTH ARCHITECT PRIORNff K gyp' SHALL BE USED BELOW GRADE ONLY, IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. YDD�I nm a eE F,*,me s>'EQiCATIO m mm OR wmm DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE 0 &TN '"`""0R "�*�" """D"MT a'"` OgIRJLTANT. AE OONMA.TANT YAKG NO MlrlANTES,OfIQ 7. ALL FIXTURES INDICATED WITH *COLOR AS SELECTED BY THE ARCHITECT" SHALL BE °"'I °F""E,ANT ��' TK CONSTRUCTION. PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS "A`E FOR ANY`M W PROM a a"Domom>L 4. CONDUIT SWEEPS AND RISERS BELOW GRADE SHALL BE PVC SCHEDULE 40. CONDUIT TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. SWEEPS AND RISERS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR PVC COATING. 8. ALL FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR. DESCRIPTION OF REVISION DATE C" 5. ELECTRICAL METALLIC TUBING UP TO AND INCLUDING 4' MAY BE INSTALLED AS CITY OF RANCHO C U CAM 0 N GA PERMITTED BY CODES, EXCEPT AS OTHERWISE REFERENCED WITHIN THE CONTRACT DOCUMENTS. 6. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO GENERAL NOTES MOTORS, CONTROL DEVICES MOUNTED ON VIBRATING EQUIPMENT, MECHANICAL, PLUMBING AND KITCHEN EQUIPMENT INDICATED ON DRAWINGS TO HAVE FLEXIBLE FOR LIVID ANNEXATION CONDUIT CONNECTIONS, AND IN ALL AREAS WHERE EXPOSED FLEXIBLE CONNECTIONS ARE REQUIRED. ALL FINAL CONNECTIONS TO TRANSFORMERS SHALL BE MADE USING VICTORIA ARBORS TRACT 16370 LIQUID - TIGHT FLEXIBLE METAL CONDUIT. �Ate/A. Y ,` " APPROVED 6Y: DATE: o 7. CONDUITS REFERENCED AS CONDUIT ONLY (C.O.) SHALL BE PROVIDED WITH A NYLON CITY ENGINEER RCE: 24953 PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE o CONDUIT. N • /30/b6 Withers and Sandgren, Ltd. 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE � 4fCTR�G �� OWN Landscape Architecture PAK PROVIDED WITH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMIC �'�-CALIF s,s, os.., v,"w e"w".erd, tuft A L-15 of 18 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL °"if" f2 T*. (818) >as-s000 r� (su1s) :as-toss oRwom ", ot BE USED. PROJECT SHT. NO. OF i -- - i WILSON REE C ;- D K 0000-1 5,, ON TI ED BELOW - LIMIT OF WORK 10 _ . �7 I 13 / W I " ' i }�— P11: POWER PEDESTAL / K �� A TYP KENWOOD PLACE CONNECTION t I— LIMIT OF WOR J y. — C , I V LOCATION: HANDHOLE, , � _ Yom;, � h HH# H242B-STATION 1 13 - I ~ 44+06 ON CHURCH ST. - �. Y - 5.7 Pill - _ LIMIT OF WORK ' i —� v\ h - - - - - -- / TO HANDHOLE - \ � LOCATION f CHURCH STREET 4,,; TO HANDHOLE LOCATION NOTE: SEE SYMBOL L - EGEND, SHEET L-14 KEY MAP P4: POWER PEDESTAL POINT OF CONNECTION LOCATION: uj - - ' HANDHOLE, HH# H246A-STATION 22+45 ON ARBOR LANE. J : LIMIT OF WORK P4 � t - 3/'4'�C 4 /1 0 do 1 #'10 CND. TIRE 7 0 ' Y �(�10 EN RUN) j - T ,r ASSOCIATES W CALIFORNIA CORPORATION 0 A i , � k- 1 f = - z �tNL _nn 125 E Idw 9bulk *AD 130 Cost@ w••a CA 9211211 Q . . F� ; , ml 7 r IMfT OF W — \ _ � L ORK _ : � 4 51i— -- wtooia Ooa�NeiR � j - AND AA9 79 Mi 0 K 001OR1m 10 M / cf) pQOaV r" � _ -� �. tri- ,__ `, ,., - �\ __ _ _ - __ _.,,.- _.. _ ___.... •�_ \-- M AOCEPTANCE eLL OOM'OIlA1m \ - AM1001 aO1T Ams 1K II�iOT 1CYt10 W NTS - - _ Nom' TANT► rNor - _- � auw>Y a�it aosr�waw io V&PA c rs' Z — 1,3 �� % ra a>f i r° wo s�ATIM rWN my ON IMMMM j GI1 of 1I01GMNTAKJTI'NID nflEN6!K AIM YA1Q><NO•YrlANTEN, LVALIE FtW A ai wNOionTmff ooLtmr K DIAL BEFORE YOU DIG OAKFORD COURT ,-eoa -zsoo oescRIPnoH of REVISION DATE AT LEAST TWO CITY OF RANCHO C UCAMONGA I PLAY IT SAFE. WORKING DAYS �'" 1,3 �-' ii \, DIAL BEFORE YOU DIG! PRIOR TO �� '. `�� • EXCAVATING LIGHTING PLAN SERVING NINE SOUTHERN CALIFORNIA COUNTIES 57 f _ FOR LIVID ANNEXATION VICTORIA ARBORS TRACT 16370 SS L A. "Y ,` APPROVED BY: - DATE i M CITY ENGINEER RCE. 24953 N �. oEsla 11�0o11�1Er1oEo ■I ' /Sp/bE * Withers and Sand ren. Ltd. SES CONTINUED ABOVE 1 10' �' �4ECTR`G� �! LandscapeArchftcturn pw 1 CAL\F SW 08m" . s.w..Nrr, sept A L-16 OF 18 ■ Glondeb, G HMS 111 = 2W Ter. (818) 2us-3M r m (818) U -na 011111111110 N0. 10/OK/04 PROJECT SHT. NO. OF I •0A 1,41 2.1 *1.2 ILSON _ CRE K p ,. r Y 12 ZAP 10b ,IA V 30 is 0.71 0A T I�E / 0.7 tfA '2A '4A 'fjz -11 '3.7 1�,.1 '01 '04ro iA 1.1 �.. . • 4.7 '2.9 IS • ,,:per'; ,.a '1.0 �� _. j`-♦ '17 •1. '10i '7A •SA•X1.7 •� 12 •1.0 20 '4A 'La ' 2.1 'aA 'fA 'f1 ' 'sa •3, i,2 ',., LIMIT OF WORK � I '103 ' �•' , up 1.1 'ta '1A ' •32 '7.1 '22 '1A !#IA _ 'as 'fb *V* . 1 2A '22 'IA •2.1 '1 1 'tA i •M •&S ♦ , / •1A 'OA '1A • `A '2A 'f.1 'tow !AIS IAS \ � '2a '11 • • • • • ♦ b' • \ • • • • 1.7 1A 1A 11 ` 2A •2A a0 �- MM 4s 2A 14' / W LLI OA M 4a 2A $, 22 1.7ib X1.1 i� i \ 7A !b 2A •• • • • • • LLJ • \ \ • • -� 7.1 OA 0,9( f.4 102 11.4 4A 2.1/ !* IA 1./ r ` V♦ - 10.7 7A at • • • 1 • ♦♦ ♦ • ♦ ♦ •• 2_1 1.2 ♦ •12 1.7 2� IA 92 42 2A • ♦" fiA /2 T_. \ fA �7 •may-• • • • • r 2i-- j/ LLJ '4.f •717 �1 / b fA ff 2A to_ 1.T- •,A 1.7 '2., '2A '62 '10.7-*A:f IA •tA '/A '2.f ' •,. i i' / !*f'74 ':J .'21 •, t1� =:s •7A •&t �ci KENWOOD PLACE " •,a IS • ♦ s� •24 •as ♦ • • • • ♦ U • ♦/a •1A ' LIMIT OF WOR IA to 1 • r to a.t f1 nLi'-fA d .� LR: 2A !a ' ,A r- • t0A •M '& •IS •1l 1A S 'tA _' �l -� 6 '1 •62 •4.1 -2� •1.6 1.) •22 'aa ')A '7.7 ' A •� , '! 'fA '1A -24, : . '12 *IA '$A '4J &1 '2A •1A '2A •u �i L i ` 10.4 .A t 1.1 11 to 2A f2 1M2 112 fa "�! 1A 1A 1; i3 \\ 1. 43 fA 4A .f fa a.t 1.7 ,., ,A to r ` l )A 2A 13 fZ" fA {:1 1 _ % \ \ i \ t i tF`3 1A to i -- \ - LIMIT OF WORK CHURCH STREET NOTE: SEE SYMBOL LEGEND, SHEET L-14 z KEY MAP i LIMIT OF WORKAl g ' - /" ,� �'• _- ,� ° 0. 10.4 fb Z.N� ■.■ =- ism A �s •tA 'aA '4A '11A *f2 i T� to aA 4.0-.142 t) 2A 2.7 14. aA 2A N ' ♦ ♦ • U ♦ • ♦ ' • c fA U fA � u IS 1.2 1A DA 0.7 Is 3A 3 12 IA• •1.1 '1a '1 .�- 9.f\ 2.2 12 / � I O / / to ,A 2A 4b f.f 7a L7 4�a 12 ,., O.f 0.9 ilii / )A 'fs •2.1".•tf 1.7( •f2 •99 'f'sto *1a •1A & A00'S` ATEs I, - - • - : � • _.� LIMIT OF WORK 7A fs ff 2A 44 tw 2A •ff a 13 W „' AUFOR CORPORA TON W � to 1.) -n% 125 •2A ' ',A 'Ll '1 41 •LL ♦1A OA 'OA 'OA C0� G �" lft7�.�Ila E 01dw Brest. Me 1S0 OSS BRISKalN 4 000-3:01 Y - w L) aA t,t ,�t' ,s ,'i.f ,,4 1: 4r'" e \\ _ � ;� 'i \ Frle �?14 bN-3>mt W i ; . .:._ ; " , i / f2 fA !A =A ,w 1s 1A f.) ' 00611111 1� 1' -.:- . r ice' - i ��, M 1Nt OOIMIUL 10 1N[ AMC AR; � � = -_ _ / ', \ AOOpTM101: OI IIM OAlfi. AMY OQEC7E Ila OUB1T 0LL110 11M RIIIOC "M • • • • ♦ • . • • • //• ��` \ ILTANT NO fAl M SART OF 1[OOINI� J i to 2a as JT fa f 1A , . ) 0(4 j wc�foo 9 w lot"M oo m,or DIM=097Ecltn - _ A00MOOL io AMcc refoo rlu Cc OOMPOGAIN = 1.7 is so- 1.) t) 2A 1.) 4�1a 2} , 'r.t 1., o.f o.7 moo.✓' A� U -- �\ M A�Ildt WE alolT Ate! �R IIAI / • • ♦ • w • • • �\, C A 10 CsMT An NOLs 1'gIT l f.7 &I 1 Li'. 1i 1.1 1A OA OA j" \ \\ \ J Alfl' IA UAM1T O>! �IaMOMIKE AT701p?7Z' , r NT mg An Or 10 � ,�M�°M rooncA7ioM a 7N[n�f as orcancA7aw rea aM wwa>tN 1W CLIENT 1f1110UT M►ICOR Nr M AU"WOUAW N p►M >, •1fb • • -�., •°.. •fA •f! OAKFORD COURT �; � ,, E111lI \ OOIIN ANT.�00I1CUl.TMfT LlAlaf NO 1MR1MNTtR • • • • • • • • \ \\ �ARIICM.AR� °FCI I�10 N[��TMT>lf1ALL�O�OMCIII� f K -fes 1.1 1A aA 2A 12 OA O.f LJALE i<OR AMY lA� POWIT OR MAY CMMsi •tA 'IA '10 '2A ' -5.0 'aA '1A 'OA 10.7 '7A •24--,� '1a •,~=*,2 's ',A '1A r DIAL BEFORE YOU DIG • • ♦' � • ♦ Ii 1-800-227-1600 f2 ff fa 271 1.1 to OA _y DESCRIPTION Vf REVISION NPL CRY TE K a- ,.7 2a 2A 2A 3.7 17. 13 ,A 1A 04 r 'i, .� •.a •aA ',# •,Axe a 1.1 'fA CITY OF RANCHO C U CAM 0 N GA �.: to 4., „210.0 !f 2b 1.+,/iFf ,., �A kll �_ J I IT SAFE. AT LEAST TWO x '21 ING DAYS '4A `aJt�• me-•-I.3 *1.0 \, DIALYBEFORE W�KPRIOR TO YOU DIG. • " • EXCAVATINGPHOTOMETRIC PLAN ab to �\` � �;i I '1 IA 'ta ',A 1 SERVING NINE SOUTHERN CALIFORNIA COUNTIES of ob , ,�/L1 � FOR LIVID ANNEXATION °A 40 / VICTORIA ARBORS TRACT 16370 ESS r �N APPROVED er: TE: CITY ENGINEER RCE.-: 24953 N FAMOM EHE F � N. * Withers and Sandgren. Ltd. 1� �fCTR\cl Landscape Architecture PAGE 'C OWF \1 3W 0o"m Vbw s.I,I."wd. swf, A L-17 OF 18 olalefb, CA 912N 1 s 2W CHEOM T.1: (all) ear-sm fee (011) 226-30" 011 11Ki N0. 10 0s/04 PROJECT SHT. NO. gA(o OF i PANEL P4 Location: Serv. Ped. Bus Rating Amps Votts:240 120 Mounting: Main CB: 10OA-2P 125 Phose s: 1/3 FREE STANDING LOAD OFORMATM VOLTAMPS CO RATMG VOLTAMPS LOAD INFORMATION LOAD Neb Too PH—A LEG A LEG B pct P CM LEG Cs P pct PH—A LEG A LEG 0 Two Note LOAD LIGHT POLES 1 L 464 1 2 20 A 20 2 2 232 L 1 LIGHT POLES L 464 3 — 20 0 20 2 4 232 L 1 LIGHT POLES LIGHT POLES 1 L 464 S 2 20 A 20 — 6 1 — L 464 7 — 20 a 20 1 a LIGHT POLES 1 L 232 6 2 20 A 1 20 1 10 L 232 11 — 20 0 20 1 12 13 1 20 A 20 1 14 15 1 20 0 20 1 16 17 1 20 A 20 1 to 16 1 20 0 20 1 20 21 1 20 A 20 1 22 23 1 20 0 20 1 1 24 25 1 20 A 20 1 26 27 1 20 0 20 1 28 26 1 20 A 20 1 30 31 1 20 0 20 1 32 33 1 20 IA 20 1 34 35 1 20 B 20 1 36 37 1 20 A 20 1 38 36 1 20 0 20 1 40 41 1 20 A 20 1 42 01 1,100 1,100 A 0 0 232 232 TOTAL G; 1,302 1,302 AD BREAKDOYMI OF VAIOF VA NOTES LOAD TYPES OONTMUOUS LOAD X 1.25 3,293 2,810 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.25 0 0 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 R RECEPTACLE LOAD DNELLItIG TYPE LOADS X 1.00 0 0 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 D DWELLING SIDENTIAL suml 1 3.293 1 w I I CALCD AMPERES I OVALUE1 1 7 11 P4 PANEL P11 Location: Serv. Ped. Bus Rating Amps Volts•. 240/120 Mounting: Main CB: 100A-2P 125 Phone 1/3 FREE STANDING LOAD PORN NATION VOLTAMPS all RATING VOLTAMPS LOAD PFORMAMON LOAD Ne% Two PH—A LEG A LEG 0 act P C0 LEG C0 P pct PH—A LEG A LEG B T Note LOAD POLE LIGHTING 1 L 174 1 2 20 A 20 1 2 L 174 3 — 20 0 20 1 4 5 1 20 A 20 1 6 7 1 20 0 20 1 a 6 1 20 IA 20 1 10 11 1 20 1111 20 1 12 13 1 20 A 20 1 14 15 1 20 0 20 1 16 17 1 20 A 20 1 1a 16 1 20 0 20 1 20 21 1 20 A 20 1 22 23 1 20 1 0 20 1 24 25 1 20 A 20 1 26 27 1 20 0 20 1 28 29 1 20 A 20 1 30 31 1 20 0 20 1 32 33 1 20 A 20 1 34 35 1 20 91 20 1 36 37 1 20 A 20 1 30 30 1 20 0 20 1 40 41 1 20 A 20 1 42 01 1741 A 0 0 0 0 TOTAL G: 174 174 LOAD AKDOWN OF VA)0F VA NOTES LOAD TYPES CONTMUOLIS LOAD X 1.25 4293 Z810 I CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.23 0 0 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 R RECEPTACLE LOAD DVIELLM TYPE LOADS X 1.00 0 0 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 D DWEWNG ESIDENTIAL Swl 1 3,266 1 2,610 CALC-D AMPERES 7 P11 C;M& ASSOCIATES ,L,,,,,,,L[fflf[[fif• - I CAA'IFORNIA CORPORATION PRDDCT— 125 E. M*w Sbat. Suke 150 D=kviu Costo Msso. CA 92626 CHRIS BR SKI ORNT4 NO-3251 Fax J714� 546-3252 WIN mmm Doo mm"ARE nscImm rtes a suw.nED M THE OOMSULTANT TO THE OIENT AND ARE SUDMT7E0 FOR AN ACCEPTANCE PEIeoD OF MO DAYS. ANY DEFECTS THE WENT 01000VEM OLOMD Tel PeRIDo VALL OF IMPORTED 10 THE ODOW LTANT AND VU M CORRECTED As FART OF 1K OOII VIAT'f &W SOW OF SER%X >< 001MlECTIOMS OF DEM=DETECTED AID RlPOR7ED AFTER 7E ACCEPTANCE PMW ILL t 00WENSATED Fm As ADDIITMAL sER%q= N ADDITIOIt INE MM AGPW 10 WE FpLlW WENT PEIIMM 6Y LAI� 10 NDEMMF'f Alb MpD TK OOISIJLTANT NAMum FROM ANY DMIADE. UANUTY OR 006T.NOU DING RE'ASMAILE ATTO REW P=AND 005"OF DEFEND, AMM FROM ANY REUSE OR MODIFICATION OF THE PLANS AND SPEWCATIONS FROM OR iNROUOI INE CLENT"ICUT THE PRIOR MT104 AUTMORfZATM OF INE OONEJLTANT. THE CONSULTANT KAI=NO 1IMRRANTIM DOM W IESS OR OF M IMANTAlILITY AND F17MM FOR ANY PAR71CULM N NO EVENT SMALL TE OONSULTANT K LLME FOR ANY LOU Cr PROFIT OR ANY DAVAOES. DESCRIPTION OF REVISION DATE wan PRouEo: CITY OF RANCHO CUCAMONGA PANEL SCHEDULES FOR LIVID ANNEXATION Q Ess/ VICTORIA ARBORS TRACT 16370 ti APPROVED BY: DATE: I� G CITY ENGINEER �t�awpRCE 24953 Withers and Sandgren, Ltd. Jt �' ECTR�G DRQ Landscape Architecture PAGE 9 0:'CAQ� 3497 Oeea Vim ted. Su» A L-18 OF 18 Ckwid[II., CA 61206 CHECD TN: (616) 236-MM Falx= (616) 236-3066 DROM NO. 10/06/04 lq&O_ PROJECT SHT. NO. OF i