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HomeMy WebLinkAbout1958-L DEVELOPER OWNER P I 11T T D STANDARD PACIFIC HOMES LANDSCA E ARC EC U A I ANS 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 L M D ANNEXATION VIC -- 0 1A A 30 S CONTACT: MIKE WHITE TRACT 16372 L * M * D . NO * 2 VICINITY MAP GENERAL NOTES SHEET INDEX W Q J 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE m LANDSCAPE ARCHITECT AND THE CITY. L - 1 TITLE SHEET W � 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 2 CONSTRUCTION PLAN w �� L - 3 IRRIGATION PLAN LUU �. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 4 IRRIGATION DETAILS U } SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. h L - 5 PLANTING PLAN - TREES A 210 FREEWAY � 0 � 4 D INSTALLED BY SQUIRED e1rjLICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGEINSURANCE ASL - 6 PLANTING PLAN - SHRUBS 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 7 PLANTING/CONSTRUCTION DETAILS 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 8 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) BASELINE RD. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L - 9 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 10 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS CHURCH ST. I 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 11 ELECTRICAL - GENERAL NOTES HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 12 ELECTRICAL - LIGHTING PLAN FOOTHILL BLVD. 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 - 13 ELECTRICAL - PHOTOMETRICS WIDE FLAT AREA AT THE TOE OF SLOPE. L - 14 ELECTRICAL - PANEL SCHEDULES PROJECT � 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL SITE CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 10 FREEWAY OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Z COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. W LLI J W Q Q Y Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. W W a Z 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: = J �,a- Q * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS �_ BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE 8" WIDE X 6" DEEP CONCRETE HEADERS F-- * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS U W NOT TO SCALE * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS > 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, MAINTENANCE RESPONSIBILITY MAP PRIOR TO FINAL CONSTRUCTION. CONSULTANTS 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ji * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. CIVIL ENGINEER: UTILITIES CONSULTANT: * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. i DIAL BEFORE YOU DIG MDS CONSULTING BJ PALMER AND ASSOCIATES LON MEADOW DR. 1-800-227-2600 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 i 2TUA' IRVINE, CA 92614 SAN JUAN CAP I STRANO, CA 92675 iu --��- - A'- 1 i ! (949 251 -8821 949 487-2555 P RI N IYI V NTAI 1 Y D R— PLAY IT SAFE. LEAST 1W0 \ ) ( ) - - - - �� DIAL BEFOREWORKING DAYS CONTACT: STAN MORSE CONTACT: BRUCE PALMER ! PRIOR TO �! � YOU DIG! EXCAVATING SERVING NINE SOUTHERN CALIFORNIA COUNTIES , SILVER ROSE COURT C Q = LANDSCAPE QUANTITIES CUCAI�I 1 p. O CJ -� © LMD AREA TRACT 16372 TRACT 16372 TRACT 16372 TRACT 16372 ' r w ! TOTAL SQUARE FOOTAGE: 'LOT A' PASEO + 'LOT B' AT IRON NW CORNER OF 'LOT C' PASEO �— -- 'LOT C' NE CORNER OF VPL HORSE PL. CHURCH ST. & & CHURCH ST. ETIWANDA AVE. D RSE-WAY TOTAL ACRES: 0.16 .08 0.05 0.05 �� DESCRIPTION OF REVISION DATE °� --- - - 1 �LMDAEX r �noM� TOTAL LMD AREA (CORNER ONLY): 3016 sf N/A 2092 sf N/A M--� (THIS IS ONLY LANDSCAPE AREA) CITY OF RANCHO CUCAMONGA 0 LMD AREA - ', i TOTAL LMD AREA (OUTSIDE CORNER): 4155 sf 3317 sf 859 sf 2201 sf S ��\ LOT B LANDSCAPE AREA: 2011 sf 1447 sf 0 sf 863 sf LMD AREA <, U; COBBLE (INCLUDES SIDEWALK OVER 4 WIDE): 1524 sf 1097 sf 604 sf 647 sf TITLE SHEET 'LOT A' \ ' i', BALANCE OF SIDEWALK AREA: 620 sf 773 sf 255 sf 691 sf COBBLE PERCENTAGE: 43.1 % 43.1% Not Applicable 42.8% FOR LMD ANNEXATION - - - /,n TREES: VICTORIA ARBORS TRACT 16372 `---- i CERCIS OCCIDENTALIS 4 0 2 4 ANDSCAPF jX, GEIJERA PARVIFLORA 6 0 0 3 M. wlr r ti� DATE: LAGERSTROEMIA INDICA 3 0 0 0 c, �,� '4s, o � � � �� ��� `j NOT TO SCALE LIQUIDAMBAR STYRACIFLUA 3 0 3 0 J e'' �� MELALEUCA LINARIFOLIA 0 4 0 0 MSG 11mmommD m , n lure DECORATIVE LIGHTS: 3 Not Required Not Required 3 * LS * Withers and Sandgren, Ltd. Mom Landscape Architecture PAWL-1 of 14 S N DINate 3467 Ocean View boulevard, Sulh A \ � Glendale, CA 91208 OF �`�' C}EM= Tel: (818) 236-3006 Fax: (818) 236-3066 DAp�jNM Lw 07/15/2004 PROJECT SHT. NO. ip. OF f � Q J /441% — 0 TYP. N m o WALL LOCATION (TYPICAL) - SEE , \ O \�; m n► C - 5 Ti _ LU "WALL PLANS, VICTORIA S OJ - - --_\ - 2 Ti m O � Z \ \ � Z Z LIMIT OF WORK Q TRACT NO. 1631 - 4, 16369-16374w V WILD HORSE WAYm J LO JU - 3 T* W I Y I LIMIT QF R '� ---- - -- - --j- - 4 Ti � � Z LU Ti STOP SIGN C�p Q C - 1 TYP. (TYPICAL) - •I Q 0 / C - 2 TYP. — -- - - �O Z F- 0 r fi V Q () • i `�� c� C - 4 TYP. - - - - -- 0 w I 4 TYP. - ' C 2 TYP. TYP. LIMIT OF WORK �' ' C 3 Ti LU STREET SIGN V i� SFCTjO ,> ,, (TYPICAL) /� C�At SC l TREET R.O.W. FFsyc�gq F� • Lij Co TRACT 16372 LOT 'C' 0 - i e i C IV w SIGN STOP / EF BEET � � / G �� -7 = LIMIT OF WORK C - 3 TYP. TYP. _ TYPICAL '� i leor WALL LOCATION (TYPICAL) - SEE . "'WALL PLANS, VICTORIA Fc - 2 Ti \ r % LIMIT OF WORK a ARBORS TRACT NO. 16312-16314, 4 J/ 16369-16374" stall om REFER TO VICTORIA ARBORSUj � -- - - - / >► ,' CFD 2001-01 PLANS CITY CHURCH STREET Q DWG.NO. 1877 C - 4 TYP. - ,, LIMIT OF WORK \ FIRE HYDRANT , Q (TYPICAL)AND STREET �.O�.W. CIY STREET r IGN Z TRACT 16372 LOT 'A' R \ w WALL LOCATION (TYPICAL) - SEE "WALL PLANS 'VICTORIA ARBORS TRACT NO. 1-6312-16314, 16369-16374 r ,\ - Y REFER TO VICTORIA ARBORS 0 CFD 201-01 PLANS CITY XCHURCH STREET 00 REFER TO VICTORIA ARBORSDWG.NO. 1877 / CFD 2001-01 PLANS CITY - 4 WG.NO. 1877 \ TRACT 16372 CHURCH ST. & ETIWANDA AVE. TRACT 16372 LOT 'B' KEY MAP DIAL BEFORE YOU DIG 1-800-227-2600 an DESCRIPTION OF REVISION DiATE ��qy� PLAY IT SAFE. CONSTRUCTION LEGEND ATI_EDAYS ?~ LOT 'c' D10 °� WORKINGPRIOR TO CITY OF RANCHO C U CAM 0 N GA C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS BOULDER SCHEDULE — s EXCAVATING C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF -- - _ �+ % j' SERVING NINE SOUTHERN CALIFORMIACOUNTIES CONSTRUCTION PLAN RANCHO CUCAMONGA STANDARD DETAIL 542 O = X DIAMETER BOULDERS (SEE DETAIL A, SHEET L-7) y LOT 'B' FOR LIVID ANNEXATION C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. • = 2' DIAMETER BOULDERS CONCRETE MOWCURB ON ALL EXPOSED EDGES OF LOT ' �, �, VICTORIA ARBORS TRACT 16372 COBBLE AGAINST PLANTERS (SEE DETAIL B, PS 0 18w DIAMETER BOULDERS cHuSHEET L7 APPROVED BY: D�►TE: a l �� C - 4 STREET LIGHTING PER CIVIL ENGINEER'S STREET CITY EN w4m RCE: 24933 IMPROVEMENT PLANS NOTE: BOULDERS BETWEEN THE STREET -- -- rvv'\ il» �oow�roEo DN or CURB AND THE SIDEWALK SHALL NOT BE �� C - 5 PEDESTRIAN LIGHTING (LOCATIONS ONLY) REFER TO 0 10' 20' 40' * e A�/ I e� Withers and Sandgren, Ltd. Allill E5 SHEETS L-10 - L-14 FOR ELECTRICAL PLANS. TALLER THAN 24" ABOVE FINISH GRADE. _ AGE * °"'�"'" Landscape Architecture i NTS ', _ � sr�rF ��\P X, DN 3.67 Ocean View Chu'~� Suits L-2 of 14 OF CAS CHECKED TN: (ale) 236-3006 Fox: (ala) 236-3066 DIMNRIO 1" = 20' I Lw 09/15/04 PROJECT SHT. NO. OF O '� REFER TO VICTORIA ARBORS \ 12so�43 v J- Elev. 1259.31 CFD 2001-01 PLANS CITY \ - High ew G DWG. NO. 1877 Elev. 1250.67 � Hea � OD __\ �_� � � \ � � at Hi 9 at High Hea - --- - \ \ o ��. 0.70 BW �Ys + f• WILD HORSE WAY ,259 ! / W W _- `� A* Z Q Z —� Elev. 1250.70 - fl/4 'W at High Head' , �� 0 �, > i o i so AlG O 8� �g � 6 ' WALL LOCATION (TYPICAL)- SEE rho __ Q z Q "WALL PLANS, VICTORIA ARBORS 1 -== TRACT NO. 16312-16314, 16369-16374" Elev. 1250.80 — X25° O G o� w I Z Q I , * -1 2 , Q 0 at High Head � � � Q =x �s 9 0 � 863 33 1 0Ir ' O } UJI CONTRACTOR TO CONNECT I V i LIMIT OF WORK ,�f 526 1' 15 —--�� > �o �.`� i ; THIS VALVE TO EXISTING r----� H13 J �1 CONTROLLER AT THE � EIeV. 1250.37 ��' �� !` CORNER OF CHURCH STREET AND VICTORIA PARK LANE at High Head (POC -H.). "). f �f ROUTE MAINLINE -! BEHIND COBBLE IN TYPICAL: CONNE T 4j ' 1 THE CONTRACTOR SHALL PROVIDE MAINLINE FROM THE PLANTER NEW MAINLINLr ,� Q � i / �'" - CDNTRO �i J STUB OUT AT CHURCH VALVE C �4 ► STREET AND ETIWANDA AVE.WIRES TOSI a TRACT 16372 LOTC TO RUN THIS VALVE AND IS f STUB OOT PRC I ED RESPONSIBLE FOR THE 2278 2 57 UNDER VICYO ; I co G 467 1 17 REPLACEMENT AND/OR REPAIR OF LANDSCAPE, I ( * H14 ARBORS CFDI 1-0 �� 1 H16 eV. IRRIGATION, �I -`-� r �4 � CITY G�WG 'N .1 77. 0 �o� �, �,�� •� 0 2 _ �� at High Head HARDSCAPE/ASPHALT !I r.•- '� c: 1960 40 VERI>`Y CO - LL 981 1 t 2 32 Y DAMAGED IN CONNECTION 1 \ .. H12 LOCATION IT CI 0 Ht5 I W �*.✓� _ , WITH THE INSTALLATION AND G REFS. Qi � TRENCHING FOR NEW PIPING, � 4c� , S ��gj - - - - - - - - - - - - / WALL LOCATION (TYPICAL) - SEE ,r W WIRING AND EQUIPMENT. Z ow S "WALL PLANS, VICTORIA ARBORS - W TRACT NO. 16312-16314, 16369-16374- I4 Z EVERY EFFORT SHALL BE 11 , �` ; _ _ Lj,J MADE TO COORDINATE THIS Q TYPICAL: CONNECT NEW MAINLINE -_ _ 4 �,� _ Elev. 1254.00 > INSTALLATION WITH THE ON -iz Q AND VALVE CONTROL WIRES TO LIMIT OF Wa ,� Zy / ,y, . ,��,q� ; � z, .1 Y, at High Head / ,� � Q SITE CONSTRUCTION, p EXISTING STUB OUT PROVIDED - --T - y ' / PLANTING AND IRRIGATION Z s r '„Y : �, �, , ,< .�-- r•, - :, INSTALLATION OF ETIWANDA Q UNDER VICTORIA ARBORS CFD G T• �S -- 1249.20 TC Elev. 1253.50 a AVE. 2001-01, CITY DWG. NO.1877. VERIFY �G �� ��� LIMIT OF WORK �'" r ,� �h� .� ;... � at High Head �' +y;� �'• ��' _ CONTROLLER LOCATION WITH CITY �, �, g CONTRACTOR SHALL CHECK REP. 0,°�O �j; TYPICAL: CONNECT Q WITH CITY REPRESENTATIVE W CHURCH REET '` �� / NEW MAINLINE AND 748>/V 1'fry; +Y4 _ p FOR FURTHER INFORMATION' 49.2° VALVE CONTROL , EXISTI IRRIGATION DESIGN SHOWN FOR 12 ( WIRES TO EXISTING ♦ pQ REFERENCE ONLY SEE CFD 2001-01 CITY DWG. I� `� STUB OUT PROVIDED f ,y*. �s' '� NO. 1877 FOR FURTHER INFORMATION ON THE C UNDER VICTORIA _ _ _ CHURCH STREET DESIGN tiC//4�' �� ARBORS CFD 2001-0 - - - - _ - W CITY DWG. NO.1877. 1r• j o VERIFY CONTROLLER- ;- r ; ' r"� / REFER TO MAINLINE TRACT 16372 LOT 'A' FT LOCATION WITH CITY -t 4 1643 38 NOTE REP. H1s No IRRIGATION LEGEND TRACT 16372 LOT 'B' REFER TO VICTORIA �G 1 SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL ARBORS CFD 2001-01 CHURCH ST. lkl 454 9 110 PLANS CITY DWG. 1877 ��a Ht7 m RAINBIRD 1812-SAM-PRS-NP-5 H 12" POPOP FIXED SPRAY HEAD 30 5' .20 E • - 1=� NOTE: CONTRACTOR TO CONNECT VALVES TO GENERAL VALVE/QUICK COUPLER NOTE: m RAINBIRD 1812-SAM-PRS-NP-6 VAN 12" POPUP VARIABLE SPRAY HD 30 6' .37 - 1.2 E EXISTING CONTROLLER - REFER TO CFD 2001-01 CONTRACTOR SHALL NOT INSTALL ANY 0 o RAINBIRD 1812-SAM-PRS-NP-8 Q,H 12" POPOP FIXED SPRAY HEAD 30 8' .26, .52 E PLAN (CITY DWG. NO. 1877) FOR LOCATION. VALVES OR QUICK COUPLERS IN COBBLE ' & RAINBIRD 1812-SAM-PRS-NP-8 VAN 12" POPOP VARIABLE SPRAY HD 30 8' 0.72 - 1.70 E VERIFY CONTROLLER LOCATION WITH CITY AREAS. CONTRACTOR SHALL INSTALL THESE NW CORNER: CHURCH ST. AND ETIWANDA AVE. Ab RAINBIRD 1812-SAM-PRS-NP-10 H 12" POPUP FIXED SPRAY HEAD 30 10' .79 E REPRESENTATIVE. ITEMS IN PLANTER AREAS ONLY. KEY MAP LL RAINBIRD 1812-SAM-PRS-NP-10 VAN 12" POPUP VARIABLE SPRAY HD 30 10' 0.75 - 2.60 E - �/ V V RAINBIRD1812-SAM-PRS-NP-12 Q,H,F 12" POPOP FIXED SPRAY HEAD 30 12' .65, 1.30, 2.60 E SLEEVING NOTE: IRRIGATION MAINLINE NOTE: MRAINBIRD 1812-SAM-PRS-NP-12 VAN 12" POPUP VARIABLE SPRAY HD 30 12' 0.65 - 2.60 E CONTRACTOR TO TERMINATE ALL MAINLINE, MAINLINE IS SHOWN OUTSIDE OF » WIRE AND LATERAL SLEEVES 12 BEYOND LANDSCAPED AREAS FOR GRAPHIC CLARITY - D ♦ RAINBIRD 1812-SAM-PRS-NP-15 Q,H,F 12 POPOP FIXED SPRAY HEAD 30 15 .92, 1.85, 3.70 E HARDSCAPE INTO PLANTER AREA. NO SLEEVES ONLY. MAINLINE SHALL BE INSTALLED WITHIN ' M RAINBIRD 1812-SAM-PRS-NP-15 VAN 1 12" POPOP VARIABLE SPRAY HD 30 15' 0.92 - 3.70 E TO BE TERMINATED UNDER HARDSCAPE. LANDSCAPED AREAS WHEREVER POSSIBLE. CONTRACTOR WILL BE RESPONSIBLE FOR WHERE MAINLINE MUST RUN UNDER COBBLE A SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL VERIFYING LIMITS OF HARDSCAPE PRI R T OR ACROSS ROADS, INSTALL IN IA. H. 4 O O O S 6D SC 0 'Cl� , ® - - EXISTING 2 WATER METER INSTALLING SLEEVES. PVC SLEEVES. LOT - CHURCH ST. 0 20' 40' �J ® - - EXISTING BOOSTER PUMP --- - / 80' SEE SHEET L-4 FOR IRRIGATION NOTES NOTE: ALL MAINLINE PIPING TO BE INSTALLED ! t+ ' r - - —� © - - EXISTING PRESSURE REGULATOR DEVICE - 18" IN FRONT OF SIDEWALK WITH A MINIMUM d 1 _ SEE SHEET L-4 FOR PRESSURE LOSS COVERAGE OF 24". CONTRACTOR TO PROVIDE '' i " _ ' Q EXISTING REDUCED PRESSURE BACKFLOW DEVICE NON-POTABLE WARNING TAPE 6 ABOVE LO_T_B CALCULATIONS PIPING ENTIRE LENGTH OF PIPE. �\ / OT WTRACT 16372 LOT 'C' CONNECTION - - EXISTING MASTER VALVE EXISTING 24 STATION IRRIGATION CONTROLLER - POINT-OF-CONNECTION "H" CHURc o - - Cffy EXISTING FLOW METER - (Refer to City Dwg. # 1877) ��� REVISION �� II womme RAINBIRD PESB-PRS-D-NP-HAN INSTAL WITH NON vPOTABLE SFLOW CONTROL 04NPDTS I U B " CITY OF RANCHO CUCAMONGA (PEB-NP-HAN1 OR HAN2, DEPENDING ON VALVE SIZE) METER SIZE AND ELEVATION. 2" / Elev. Approx. 1247.17 INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL MAX FLOW: 69 GPM 1 RAINBIRD 33DNP 3� ;QUICKPURPLE CARSON AOLVEPBOXB R f ALG COVER C STATIC PRESSURE (HIGH/LOW): H 75/ L 69 NTS SPEARS OR TU-2-0901 BALL VALVE, UNE SIZE, WITH CHRISTY'S "NON-POTABLE" ID TAG A HGL: 1408 IRRIGATION PLAN ►r EQUAL OR EQUAL - INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL SYSTEM DESIGN PRESSURE: 94 psi (PUMP REQUIRED) DIAL BEFORE YOU DIG FOR LMD ANNEXATION ALERTUNE OR PRESSURE PURPLE PVC MAIN UNE - SCH. 40 FOR 1-1/2" AND E BOOSTER PUMP SYSTEM / MODEL NO.: SEE SHEET L-30 EQUAL UNDER CL 315 FOR 2" AND LARGER - SEE PLAN FOR SIZE 14X)0-227-2600t0.227_2600 ALERTUNE OR SCH. 40 NON-PRESSURE PURPLE PVC LATERAL UNE - SEE PLAN FOR SIZE E BOOSTER PUMP SIZE: SEE SHEET L-30 4 VICTORIA ARBORS TRACT 16372 EQUAL 230 VAC 1 PHASE 60 HZ TO BOOSTER PUMP TO BE SUPPLIED BY OWNER MAPS ANY APPROVED SCH. 40 PURPLE PVC SLEEVE - TWICE UNE SIZE MINIMUM (USE 6" DIAM. F PIPE FOR ALL MAINLINE AND 2 1/2- LATERALS, 4" FOR ALL v APPROVED BY: DATE: LATERALS 2" AND SMALLER AT STRUT CROSSINGS) SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA PLAY IT SAFE. AT LEAST TWO CffY ENGINEL-R RCE: 4953 DATE INFO OBTAINED: 12/05/2002 /04/28/2003 / 10/16/2003 DIAL BEFORE WORKING DAYS NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE YOU DIG! PRIOR TO OE91011 �� -41 a 2' � EXCAVATING DN 1000 62 GPM THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE FUTURE TO 0 10' 20' ' it * Wither 40 s and Sandgren, Ltd. i� B14 Landscape Architecture VALVE NUMBER RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH RECLAIMED SERVING NINE SOUTHERN CALIFORNIA COUNTIES sr aw JK, DN 3487 Ocean View Bou,.vaM, suff. ,, L-3 of 14 MerdVALVE AREA SYSTEM (PER HUGO BORJA, CCWD, 4/24/2003); PUMP HAS BEEN DESIGNED TO 1" - 20' ATE of CA�� cf�acm 6-30 6 c� : (81 0 1a TSI: (ala) 236-3006 fax: (810) 236-3066 S COMPENSATE FOR STATIC PRESSURE NOT LOWER THAN 50PS1 Lw 09/15 04 19 `� 49 _L PROJECT SHT. NO. N OF g, {tttl 1 PROJECT NAME: Victoria Arbors-LMD Tract 16372(Lot's') IRRIGATION NOTES 03-04f1 TO SPESPRINKLER� ANGLE POPE TO WITH 4W ELLS 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF Valve 10: H 15 4"LAYER OF MUCH *4W SIS 11A W SU 10 SCH 40 PVC MALE ADAPTOR M11m TO TAPER Awl'f 1/4'MIN f10 (,'WIC SCH 00 PNC UNION 'sNAP TTrE� �E CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE QPM: 32 FRplt _001 PNC NIPPLE CONNECTORSw TOR oL INSTALLATION OF A NEW WATER METER,W-LUDiNG HOT TAP AND SERVICE LINE. CONTACT THE s:.ca <•.• e.• sy•e•.• r ELECTRIC CONTROL VALVE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. STATIC PRESStME M 68 '4' "�'w"�' �"• '�'^�'�'�` . .3; ;.� « .a ',r f11S11 SOL CM (ppm Low: 63 PLASTIC MARKED ALKK SO 1 INCA' NON-POTABLE) 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE (CARSON l� REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW Person m 'ssell Sipa H ETC HED WITH CONTROLLER METER, FOLLOWED BY A MASTER VALVE. ALL ECiUIPMENT SIZED PER PLAN. NVSTALL ALL EQUIPMENT PER Phone Number. 87-2581 AND VALVE SEQUENCE -CLEAN SAOTU - SEE CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECONMMENDAT10N3 AND LOCAL CODES. Date: 1 v5l2002 ¢' MON, R MATERIAL.MAN Imou�em n < �••---'.� FlNrsH GRADE ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. M13L 1408 Total' 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A ALUMINUM ENCLOSURE,AND STRONG A 'DO NOT paaNl(' SIDEWALK BOX(SB)SBBC- AL 7 SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS Motor y � 3.20 MWARNING AINLINE TO ON TOPL L°fil .. WHENEVER POSSIBLE. Service Line 10 32 0.00 ff BaeMbw Device 2" 3 ��� LITERAL LIME: 4.THiS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR @ 32 12.00 SM. 40 SNAKE PIPE IN DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID Pressure Regulator Q 32 0.00 1TRENCH r (MIN.EXPANSION G) ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LOWS Mainline .5" 686*10 32 13.25 LOOP PREss<�eE SUPPLY UNE AND EQUIPMENT,AND ARCHITECTURAL FEATURES. Master Valla 2" 0 32 1.40 SCH. 40/CL. 315 SNAKE , f ! BRASS ANGLE Flow Sensor 1.5" 32 1.50 PIPE 140 TTSENCH ` VALVE WAINION 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR 00119801VaM6 2" 32 2.00 b 3 3/4- WASHED TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION Corlrol Valla 1.5• 32 2.00 CONTROL won A . o DE ' ' CRt>.M AGGREGATE NO TAPEIMMEDIATELY TO THE CITY. Lalersl Lines-St31.40 2" 1' a 32 0.01 90140 _ INSTALL ADMICENt 70 Nx r$DEET M'SiREEr�ELL PRESSURE SUPPLY LINE � �► SCH BO PVC NIPPLE 1-1/2' a ! 0 0.00 LNM FINITE I I t SCH so UNION 8.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES 1-19" 3' 0 20 0.07 AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST 1" 27 iD 1 0.67 WA0 or STNEEr 6' TV. NE A�itD�sn��oll� a �� � TO THE CiTY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. M. 5a 8 2.57 IpiE•PRESStAiF LATERAL LIE 1MP1'AL(?� PIANOS 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE SUBTOTAL: 38.67 �--M WVE AS RUM WITH MNVIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THiS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT Less through t111rgs 10% 3.87 NOTE:- IV NIPPLE tMcllr head PSI needed 30.00 �' 1. PIGTAIL AMD LOOP CONTROL MARE AT e0' CHANGES IN DIRECTION. NAlrT1AL CONSTRUCTION. U 1. lOG1E IfAD 2'W i'FlBII wM1a,gS9S, WXSXW IaNSTRIPS, 2. PRESSUIAE SUPPLY LINE: 2 1/2• AMD SMALLER /8' MIN. DEPTH SCH 80 PVC SXSXT TEE 71�7 Eiemfon change -2.00 N -0.87 NO SM OF LAWN. 3• AND LARGO 24• MN. DEPTH PRESSURE SUPPLY LMS B.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITH THETOTAL SYSTEM LOSSES: T1.07 Z USE IE O TAPE ON ALL KE WADS. 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. NOTES: • SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION 1 PBX via PH MEW am W01 No PROM 0011FOS 111G 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING. CONTRACTOR SHALL FOLD ADJUST THE SPRINKLER SYSTEM BY MVSTALLING A QUARTER CIRCLE OR HALF FEARK AS PER TW NAM PLAN. 2.INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEKr TO SIDEWALKS. LOWEST STATIC PRESSURE AVAILABLE: 63.00 4. W.0 0001UiION AT BOrTOY M.Er BEY. 3.PLACE VALVE BOX AT RIGHT ANGLES M STRUCnMRES OR HARDSCAPING. CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ` i 27.00 4.PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ADDITIONAL ALL ADJUSTMENTS SHALL BE MADE AT NO COST TO THE CITY. PRESSURE BOOST FROM PUMP(SEE DETAIL J,THIS SMEET): i AN 5. ATTACH PLASTIC IDENTWICATTOM TAG WITH APPROPRIATE CONTROLLER D BOOST CAN BE SET LIP TO 66 PSI VALVE NUMBER. 9.INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST TOTAL RESIDUAL PRESSURE: 18.33 REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. CITY REQUIRED M INIMUM RESIDUAL WATER PRESSURE 15.20 PSI INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10. HESO IRRIGATION WATER K (GROONAMAXIMUMOF3INCHESAPPLIE F R8HOUPER WEEK HOURS NIGHT/5 AW CH) PRESSURE LOSS CALC-TRACT 16372 (E) HI-POP SHRUB SPRAY - STD. 539CC) TRENCHING - STD. 532 A CONTROL VALVE-STD.520 (RECLAIMED ITCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TiME. PROJECT NAME: Victoria Arbon-LMD Tract 16372(Lot'C') 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF 03.0481 CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF Valve 10: FA-19 ROUND PLASTIC VALVE sox & COVER: INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. QPM: 32 ( E-OPOTAA_". SHED *QC" STRUCTURE OR 12.AUTOMATIC CONTROLLER TO BEA CALSENSE ET1- (STATIONS) 1 - (DIGITAL RADIO)W/ANT-1 STATIC PRESSURE High: 69 -y.�-T• WATERPROOFHARDSCAPINc:(sEE NOTE 4) (CARSON 3- ABOVE CUM 01 ANTENNA PORT INSTALLED WiTH1N A DR STRONGBOX(98)24SS1120 VOLT CONTROLLERIELECTRICAL Low: 63 CONNECTOR OR EQUAL AND GROUNDc 6- MIN, ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER ATG IN LAWN �---~'� Person spoken to: Russell Silva WIRE SERVICE LOOP LOOP . 1a' MAX. MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION � Wff 70 p�WIRE FINISH GRADE BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRiOR TO THE CITY'S ACCEPTANCE. Phone Nlxrlber 987-2581 ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. Date-'12/512002 SPLICE vex COVER WITH ..•ks':ori 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE F40L 140e LOCKING TOP ETCHED 'SW RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS TOS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. SEe LenO� GPM tl Loss we CCOUP33 �LING VALVE Meter 2' 32 320 s+ U - FORMATE . I pU Service eR 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE Line 0 32 0.00 90% COMPACTION REQUIRED srAINtJ:55 srE>Z IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Backflow Device 2" a 32 12.00 „l CLAMP Pressure Regulator @ 32 0.00 MOO" (3) PLACES 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE Mehim 0 564' * 32 423 PE NOT SPRINKLER HEAD IS'/."ABOVE FINISHED GRADE. 2.5" 1324' @ 0 3.97 wAR►+M+G TAPE pR TOP °F 12' X ts• GREEN PLASTIC METER •••• a? wUNUNES AND LATERAL ONES. CRUSHED 3 4' WASHED MosterVolMe 2" 32 0.53 Flow Sensor 1.5" 32 050 L Box. CARSON OR EQUAL I'llBEDDING A�NMD5FM11 01N AGGREGATE BASET"• .MITI.• A +� . Go%09d Voll 2" 32 3.00 OONTTtOI WIRE SLEEVE - SIZE PER PLAN INSTALL SCH 40 BRASS NIPPLE CortolVsM 1-1/4" 32 3.60 ADAACENT TO PRESSURE SCH 40 BRASS NIPPLE - Leteral Unn-Sch.40 2" 15' 32 0.12 SUPPLY LINE 24" LONG 1-1/2' 0 - 0.00 PRESSURE SUPPLY LINE 1-1/4" 47 16 0.71 SLEEVE _ SM I 1" a - 0.00 DIAMETER SUPPLY LaOf PRESSURE 3/4' 44' 4 0.62 / 6' TTP. SUBTOTAL: 32A8 L24 VOLT MARES. TAPED AND MON-PRESSURE LATERAL SCH 40 BRASS 90• ELL BUNDLED AT 15 FT. INTERVALS LIME SLEEVE - SIZE TWICE SCH 80 PVC 90' Loss through 111M1rigs F 10% 1 3.25 2 Cu. FT. PEA GRAVEL NOTES. LITERAL LIME DINNER OF NON-PRESSURE STREET ELL �� BRASS 90' Sprhftr head PSI ruled 30.00 1• ALL SLEEVES TO SE SON 40 � PRESSURE SUPPLYELL Elevallonc:ho. 12.14 8 526 L EXTEND ALL SLEEVES 12' BEYOND EDGE OF NWRDSC.APIMG AT SOUTH ENDS. LINE FITTING REBAR STAKE 3. ROUTE SLEEVING MOUND HANDICAP RAMPS. (4• LONG) TOTAL SYSTEM LOSSES: 70.00 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LGADd REFER 10 CITY PRESSURE SUPPLY LINE STD. NO. 12D 24' MIN. TO 36• MAX DEPTH TO TOP OF PIPE BELOW Ski JICTURAL SECTION). LOWEST STATIC PRESSURE AVAILABLE: 63.00 s MINIMIZE NUMBER OF QUM JOINTS UNDER STREET. NOTE PRESSURE BOOST PROM PUMP(SEE DETAIL J.TENS SHEET): 27.00 6 USE MAXIMUM LENGTH OF PiPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 1. PLACE AGGREGATE PRK>tR TO INSTALLATION OF VALVE BOX. BOOSTCAN BE SETUP TO 66 PSI 7. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. TOTAL RESIDUAL PRESSURE: 18.01 CITY REQUIRED MINIMUM RESIDUAL WATER PRESSUFIE 1520 PSI K IRRIGATION NOTES I PRESSURE LOSS CA LC-TRACT 16372 F 24 VOLT SPLICE - STD. 540 D SLEEVING - STD. 533 B QUICK COUPLER-STD.536 (RECLAIMED PROJECT NAME: Victoria Arbors-LMD Tract 16372 PROJECT NAME: VlctortaArbors-LMD Tract 16372(Lot'A') (IWV Corner Church IL Ellwanda) 03.0481 03.0481 H 18 Valve 11t: H 14 � � Valve MIk GPM: 5T Rs QPM:138 STATIC PRESSURE High: 69 STATIC PRESSURE High: 69 Low. 63 Low: 63 Person Spoken fa Russell Silw Person Spoken to: Russell Suva PAY' CXWD P Number 987-2591 Phone Number 987-2591 Date: 191512002 Date: ;2002 Sr�r 1 � �a\! Mf3L me HO Total E OF TDM E t rnent She Length QPM PSI Less sot�ment 2" �� � g m 10911 120 Motor 2• � 57 3.20 Motor rLlne 0 38 0.00 Service Line 57 0.00 Backflow DeNce 2" 57 12.00 BackflowDevice 2" a 38 12.00 � Regulator @ 38 0.00 Pressure Regulator 57 0.00 Pressuro Me h** 2-1/5" 1324' Q 38 15A9 ster 25" 15a 57 1.49 MaDESCRIPTION OF R�� DATE Master V" 2" Q 38 0.53 Master Valve 2" � 57 1.20 Control Sensor 1-1/2" a 38 0.50 Got*MFlow Sensor 2" � 57 0.50 F 00000811 VaM 2• Q 38 3.00 al l 2" 57 2.00 CITY OF RANCHO C U CAM 0 N GA Conlrol VOW 1-1/4' a 38 4A2 Control VaM 2' 411 57 1.51 Lateral Lines-SMd1 2" 4' 0 38 0.04 Lateral Line:-Sch.40 2" 5' a 410 0.06 00 IRRIGATION DETAILS 1-1/2" 11• JD 23 0.15 1-1rz" a 0 0.00 1-1/4' 17 0 15 0.16 1-1K" 42' ! 18 0.79 1" a a - O.oO 1' 2T 12 0.91 3/4' 21' 0 8 1 As 3AB" 64' � 8 3.29 SUBTOTAL: 38.58 SUBTOTAL: 2G." FOR LMD ANNEXATION Loss throtghfNings 10% 3.86 Loss through fINngs 1 0_%___1 2.69 Sprtnklerhead PSI needed 30.00 Spfirklerhead PSI needed 30.00 VICTORIA ARBORS TRACT 16372 Elevation ctmnge 3.83 A 1.66 Elevation change 3.63 R 1.57 TOTAL SYSTEM LOSSES: 74.0! TOTAL SYSTEM LOSSES: 61.20 APPROVED BY: DIANE:/-0/lk;G1-- LOWEST STATIC PRESSURE AVAILABLE: 63.00 LOWEST STATIC PRESSURE AVAILABLE: 63.00 CITY ENGINEER RCE: 24953 PRESSURE BOOST PROM PUMP: 27.00 PRESSURE BOOST FROM PUMP(SEE DETAIL J.TM SMEETI: 27.00 INDOMMENDED BOOST CAN BE SETUP TND 66 PSI BOOST CAN BE SETUP TO 80 PSI OEM TOTAL RESIDUAL PRESSURE: 15.01 TOTAL RESIDUAL PRESSVRE: 28.80 F_ CITY REQUIRED MINIMUM RESIDUAL OATER PRESSURE 15-20 PSI CITY FE QUIRED M INIM UM RESIDUAL WATER PRESSURE 15 PSI Withers and Sandgren, Ltd. Grim Landscape Architecture PNCE A DN 3467 Ocean View Boulevard. SuIM A L-4 of 14 Ote@PRESSURE LOSS CALIC-TRACT 16372 @PRESSURE LOSS CALC-TRACT 16372 LW Tel: (618) 236n�6 ax 1(!0) 236.3066 07/15/2004 Let 5 V PROJECT SHT. NO. -j, OF i REFER TO VICTORIA ARBORS O CFD 2001-01 PLANS, CITY o i DRAWING NO. 1877 - OJ '� WILD HORSE WAY LIMIT OF WORK -% �Q' 4. T-1 T-1 T-2 LLI LLI T-4 �\" Z LLJQ T-2 �< Q y � L OCA fON (TYPIC)- I SILVER ROSE COURT ' � a 6E ALL LANS, VICTORIA V ', S T CT NO. �' I LIMIT OF WORK tzL r 1 1 1631 16369-16374" W T-3 �o WALL LOCATION (TYPICAL) - SEE O / "WALL PLANS, VICTORIA ARBORS V TRACT NO. 16312-16314, 16369-16374" ITRACT 16372 LOT 'C' i Q ' WALL LOCATION (TYPICAL) - O SEE "WALL PLANS, VICTORIA O ARBORS TRACT NO. T-5 ` 06, � ' i � ,�' ,� 16312-16314, 16369-16374" T-3 ' 0 3 • �,+ STREET R.O.W. LLJ v �! LIMIT OF WORK Z �\ W LIMIT OF WORK S/GH T ONE REFER TO VICTORI A ORS �� LIMIT OF WORK � � j% 2 W CHURCH STREET ' CF02001-01 PLANS ITY 06(AWING NO. 187f r TRACT 16372 LOT 'A' CHURCH STREET TREE LEGEND NW CORNER OF CHURCH STREET AND ETIWANDA AVENUE SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS PLANTING NOTES TRACT 16372 LOT 'B' 0 T-I CERCIS OCCIDENTALIS WESTERN REDBUD IS GAL./ MIN 20' O.C. 10 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND 0T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20' O.C. 9 SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS KEY MAP WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL - * T-3 LIGIUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM 15 GAL. / MIN. 25' O.C. 6 REQUIREMENTS. , 3.CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE • -4 MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBARK 15 GAL. / MIN. 30' O.C. 4 RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. r T-S LAGERSTROEMIA INDICA CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 3 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN ` 'NATCHEZ' COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE ` C LOT � 'NOTE: PLANT ALL TREES 2'-0' MIN FROM HARDSCAPE• WORK APPROVED BY THE CITY. , 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF SaLVER ROSE COURT ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS MID/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT d IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF �. ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. LOT 'B' 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE / LOT ' - I DESCRIPTION OF REVISION DATE Ir GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. - l M�IIOYIDe CHURN ac ay 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE CITY 0 F RANCHO C U CAM 0 N GA AREAS,A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. w: V ' I 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. TREE PLANTING PLAN 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON - SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER FOR LMD ANNEXATION NTS - _ AL BEFORE YOU DIG 1,000 SO.FT. '-00-m-mVICTORIA ARBORS TRACT 16372 4 CY.NITROGEN STABILIZED SAWDUST D 120 IBS GYPSUM 09CApF 125 IBS GRO-POWER PLUS J4 � �� M. Wires APPROVED BY: DATE- 441�,41 PLAY IT SAFE. AT LEAST TWO 11.LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, I CITY ENGR EER RU' 24983 WORKING DAYS DIAL BEFOREWORKING TO PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A DE910N FECOM ENDED YOU DIG! EXCAVATING SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. MULCH SHALL BE#3 WOOD CHIP MULCH,AVAILABLE FROM: re DN C 0 10' 20' 40' * * Withers and Sandgren, Ltd. Artesia Sawdust-13434 Ontario Avenue,Ontario,CA 1 164 Landscape Architecture PAK T \' 0 Su11� A SERVING NINE SOUTHERN CALIFORNIA COUNTIES (909)947-59M fax(909)923-72M S 3467 Ocean CA 9. . ON - 0 14 1" - 20, ATF OF �►�-� dECTell: Gl.ndaN.: (616) 236-3006 Fox: (818) 236-3066 OIMMNIO LwW 09/15 04 S _L PROJECT SHT. NO. OF REFER TO VICTORIA ARBORS Q S-25 CFD 2001-01 PLANS s ,7 S-17 13S21 y S-19 4 V O 3 WILD HORSE WAY --_ S-t3 s-13 s-s S_25 S-1 3 S-17 3 LU22 5 3 Z S-9 S-1 LIMI OF WORK g - 3 0 3 s-10 � ° W N \ 0 o j Q 16 S-5 `� - -- - - , Z a. S-5 S-21 y - W 0 Q S-14 I S-19 5 { 2 7 �iJ o S_g > 5 � Q 10 S-25 SETBACK LINE ; (� S-21 //S-17 S-1 S-20 441 j V 3 �� �<< '� 0 V S-27 S-20 Q S-5 S-9 \L8 3 22 ' 16 21 � � J � Z > s-25 a s905 6 s-,2 SILVER ROSE COURT 5 S-13 s-13 Q S-25 S-20 84 S-2 ;' LU 3 S-1 29 i j � S-19 $-19 I L1.1 i S-10 S-5 5-19 7 3 1 12 13 10 ,4 S-12 14 0 5-112 S-19 5 =" WALL LOCATION (TYPICAL) - SEE = /S-5\ a S-21 3 - -- 20 S-25 "WALL PLANS, VICTORIA ARBORS � � 2 TRACT 16372 LOT 'C' �-_ • S-5 163 TRACT NO. 16312-16314, 16369-16374- 0 a 2 S-25 S-20 ir - �; �., • v • • v ,8 S-20 ; 5 4 1 S-19 51 �r • 16 14 S-14 1 5-151 b�. S-19 S-25 S-21 21 ° 37 14 50 1 - ° - - S 10 S 5 S-10 S-13 o' S-15 ° v S-5 7 S-19 S-12 2 4 52 p p LU \jJ5 v v 4 STREET R.O.W. i 3 S_21 LIMIT OF WORK S-17 10 Z S-26 , ° •° • - %� S_5 2 REFER TO VICTORIA 222 ® W 37 v ° ° v S-20 - i - - -- - - - - - - - ' 3 5-19 ARBORS CFD 2001-01 o 15 > S-15 --- t 21 PLANS, CITY DRAWING Q f i S 5 - NO. 1877 � p - - - - t`' - - - - - - - - - - - - r _ - - (Elloo ° SS � ® 0 0 S-12 S-20\20i ® ; ;F z�_- s-2 t 7 % F- S-2 S-19 S-25 8 - _ W LIMIT OF WORK 29 16 152 LIMIT OF WORK GHT LINE CHURCH STREET - ��' \\ \ CHURCH STREET TRACT 16372 LOT 'A' NW CORNER OF CHURCH ST. AND ETIWAND AVE. TRACT 16372 LOT 'B' KEY MAP PLANTING NOTES - SHRUB LEGEND SHRUB LEGEND I 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS - QTY (TOTAL QTY (TOTAL - - -- - - - — AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION pO S - I WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 8 4' O.C. ® S - 15 RHAPHIOLEPIS INDICA 'BALLERINA' INDIAN HAWTHORN 5 GAL. 68 4' O.C. 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. LOT �C�� S - 17 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 301 2' O.C, 0 S - 2 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL. 35 30' O.C. ® 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE 'CRIMSON PYGMY' SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. ® S - 19 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 131 30' O.C. ! l S - 5 LANTANA CAMARA 'DWARF YELLOW DWARF YELLOW LANTANA I GAL. 56 4' O.C. , 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE S - 20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL, 138 2' O.C. BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS S - 9 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 57 4' O.C. SPECIFIED,AND THE WORK APPROVED BY THE CITY. LOT 'B' ® S - 21 SALVIA GREGGII 'PINK'' PINK AUTUMN SAGE 5 GAL. 19 4' O.C. OT 'A' 5.ALL PLT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL / AI S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 32 15' O.C., TRAIN TO ® S - 25 FESTUCA OVINA 'GLAUCA' SHEEP FESCUE I GAL. 869 1' O.C. LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. WALL,REMOVE STAKE - . CHURO� E 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF — - - 0 S - 12 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5 GAL. 42 4' O.C. ® S - 26 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE GLOSSY ABELIA 5 GAL. 37 4' O.C. WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. V � S - 13 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 62 4' O.C. © S - 27 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 51 2' O.C. 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 35 5' O.C. BO �/ 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO NTS QTY PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. DESCRIPTION OF REVISION DAISCITY10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE M�IIOIRDt BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6-INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. CITY OF RANCHO C U CAM 0 N GA 4 CY.NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125IBS GRO-POWERPLUS SHRUB PLANTING PLAN 11.LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE FOR LM D ANNEXATION MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. MULCH SHALL BE X13 DIAL BEFORE YOU DIG WOOD CHIP MULCH,AVAILABLE FROM: VICTORIA ARBORS TRACT 16372 1-8W227-2600 Artesia Sawdust- 13434 Ontario Avenue,Ontario,CA PE D (909)947-5988 1 fax(909)923-7205 � w T)e'� �,, M. ITHc '�•y,�� APPROVED BY: QAIc! �Zl(J� CRY ENMEER RCE: 24OW PLAY IT SAFE. AT LEAST TWO DElm T� DIAL BEFORE WORKING DAYS re d E+s PRIOR TO � YOU DIG! 0 ,0' 20' 40' * * Withers and Sandgren, Ltd. s EXCAVATING Drb4 � Landscape Architecture PINE s+� ate • DN 3467 oc.on Vlow Boulword, Suft A L-fi of 14 ATF clanda►., CA 91208 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1" - 20' OF CHECED TN: (818) 236-3006 rax: (818) 236-3066 OPAW 'la PION LW 09/15/04 19 S$ -L PROJECT SHT. NO. )Z OF i P L P L IlVel , IM[ Lp CASE 1 aMI. am MO IOU 700L IIONIIII AWN to AOC✓01►CONSUL III VARIES 20 —46 � I W �' f' VARIES 8 SIDEWALK VARIES C�u(� ` u TOP OF ROOTBALL ,� EXTEND 2" ";, 6' MIN.j 20' MAX. 6' MIN., 18' MAX. *,� P K LOW u ABOVE FNi1SH GRADE TAPER FILL CASE2 OL "L IN 2' 1 ' AN: PossIBl E ON WIVE TRUNK ,O TOP a WAXES NMLOW HEAD FROM TOP OF ROOT GALL TO F.G. m/F a oo�i" ALLOW FOR WAND FLOM OF THE TREE. FI � �� �►H ORIGINAL GRADE `� COOKER= Bur NOT so LOW Aa TO LOBE SUPPORT BACKFILL WITH NO ROCKS OR ALLOW THE HEAD TO DROP. AWN TRUNK GREATER THAN 3' DIAMETER. * 2 CINCH TIES _n e� 3" BERM TIGHTLY OOMPACTED NN I F1 IMIIMI o 24 BATA H WITH PLACE TO FORM WATERING BASIN. tY AWfIAN1A1 LODGE POLES. CASE 3lr�rrEn snag swna rc� rte, t "� r DYE Looms POLE PK STNR3 *�� 1 0 TOP OF ROOT9ALL TO EXTEND WITH WI000 PRESERVATIVE VIAN1, :! 4• .� ' 2• ABOVE FINISH GRADE DRUPE A ANN. OF B' INTO INN- — � -y 0 w DISTURBED TOIL NO POSITION ;:+ �47�v �' J , `Lx. w G STAKES OUTSIDE ROOTBALL. U U j r BERM TIGHTLY COMPACTED ROOT BALL °0�W . IFI W113 OM LJ' M PLACE TO FORM WATERIM 0 �' MlNI. LOCATED OUTSIDE OF r MIN. / 4' WX W. o PLANT PPT. Pm WONcLMMI ! GUTTER w OEM,NI, t'' °w — — — — — PLANT PR TO BE (2) TIMES THE iElt aar NTD am so oneIIIa1I WIDTH Of THE ROOT BALL PIM;noI cool ONORM PIM>f ORY m/w PLANiFJt � BAR3ffI.L NSTTM ANEA cONN1.DIO1I[ NO Road G1IEATER NNNINGM[ THAN 3. OMJr1ETER i ROOT � � �• OIDEOALX TI�THE WWIIDTHH Of I I I I I (— JOIN Aa Now Main (TYP PAD ELEVATION THE ROOT BALL. 3r MIN. W WSL On FMIIn�.am UNDISTUR9ED NATIVE SOIL. ON IID " NOTES:. I ,1111 III-11 I l i i=III 3• M z � UNDISTURBED NATIVE ComE FMNM WAL 14r - MK r NIM OIt MW!OE NOTES: 3. mum wimu.Ma 1/3 ss mmw w, OONIIa SWAL WHIR V3 aN umff ° DECORATIVE =1= I— - DECORATIVE a NOM: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE �>�Q �T�1 NfaR!IMIL OP OM MI QIWR b IK00 . 1 PART 1!4 A OF ROOT BALI. DO NOT CRACK ROOT BALL ���� PAs �'WL 40 �000� �� ot�Molr �APPROVED 111111'INE pa �-�Y NWWMK a�� COBBLE ROCK -) I I I I (� I i COBBLE ROCK �"` �•� � a"'°�"`�`' "°w""" "°�"'°"`OWL t R Mft Ran= POIIFON OF ALL M=10 Q APPNOYm IN M M ORT OWWMIL 3. STAKE TREE PERPENDOCUILAR TO PREVARMG WIND. 7. MM MALL W 1N0 K NOUN=MO FILE OF ONMCIIOIMNLE OWOM AND ENCE7SIVE FM OM M. N. ALL COME llaN:AAai HTML NAME CW COIIMM NCIIOQ AS M FDO[AT PLA NTM0. a now""Slow FIKLM GRADE WHEW xOPES COST AND MOM A 01 MNL AT ALL 1No 1IIFIII M RAW. I TYPICAL SECTION A-A: PASEO LOT A F STAKED TREE ON SLOPE - STD,505 C CONTAINER ON A SLOPE - STD.507 A GRANITE COBBLESTONE - STD. 542 ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT TIGHTLY COMPACTED 3" BERM TO FORM u DEPRESSED WATERING BASIN. TC PL PL PL TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. CONCRETE HEADER — 1/2- RADIUS 20' EXTEND 2" ABOVE NO WOOD CHS MULCH SHOUILD BE EXPOSED EDGES AND FINISH PER PLAN VARIES 21'-24' FINISH GRADE PLACED OR ALLOWED TO REMAIN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 4' SIDEWALK VARIES 6' 8' SIDEWALK 6' O� � ROOTBALL IN CROSSINGS) 6" OR 8" 8' PARKWAY 9 MIN., 13 MAX. 1, EE NOTE FINISH GRADE T I 1::___1 I I—I I I 'car4HEI 1 1—I 1 1-1 I—III 11=1_I11;I i I- ROOT BALL 1— PLANIT PIT WIDTH OF TO BE (2)OT TIM THE III—III—I I i I I 3 RE—BAR CONTINUOUS UNLESS OTHERWISE INSTRUCTED) u 0 po NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. � �,�� 3 2. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR DIAMETER. III=III=III=1 - DECORATIVE FUTURE PAD FUTURE PAD SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVE SOIL COBBLE ROCKi— SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING NOTES: —�I I=II I I=1 L—IST J I 1=III— 11- DECORATIVE FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. w 'I—III-1 I I— —1 11= 1. PROVIDE SCORE JOINTS AT 10 —0 O.C. AND 3/80 EXPANSION NOTES: JOINTS AT 20'-0" O.C. COBBLE ROCK 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE » OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL DO NOT CRACK ROOT BALL. 2. 8 WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY— LEGEND ARE ESTIMATES ONLY. MAINTAINED TURF. 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 ABOVE, LENGTHEN THE SPACING PARALLEL TO AS AN EDGE TREATMENT TO ALL NON—HARDSCAPE LIMITS OF WORK, SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. J TYPICAL SECTION B-B: PASEO LOT B OK TYPICAL SECTION C-C: PASEO LOT C G GROUNDCOVER SPACING - STD.508 D CONTAINER PLANTING - STD,506 (B) MOW CURB - STD. 534 DIAL BEFORE YOU DIG PL ^ "moi. A11DXW NURSERY swcES 1-800-227-2600 OSG p 60' z NPrARAL ` NE PLiMw AND D � .I M. W177, 4" OF COMPACTED WOOD CHIP ` 3. STAKE TREE 1t MULCH. TO PREVMLIND WIND. PLANTING AREA SIDEWALK AND APRON INTERSECTION U N AT LEAST TWO 37' 23' CHURCH ST. do ETIWANDA AVE. HARDSCAPING CONCRETE HEADER, PLAY IT SAFE. CURB E, SIDEWALK, ETC.) FINISH SOIL GRADE ^ ^v ` v DIAL BEFORE WORKING DAYS W YS * 1 s l vl YOU MI PRIOR TO v : • EXCAVATING 12" ate \ TOF TE TO K PUILTD AS �T� , LOW As POSSALE ON THE SERVING NINE SOUTHERN CALIFORNIA COUNTIES OF Cp�� %&V "vim.Inn TOP aF srllss s ssMT3 01F NOT $o LOW AN T+D UWE Him or TREE WIIEIssE SPECIES GROWTH 1MDII PERMITS. + THE HEAD M DROP. SPECIESMMi TRUNK 2' �0 � Z Cy (�_>E1S OF a" TIES SPACED24• Ih irweT Aavm WITHGALMirNM !CREWS TO r LODGE POLES. 90 9C 1 2 WITH oo�P1�ATNE SETWS CRY DRIVE A MANN" OF r INTO DESCRIPTION OF REVISION DATE UNDISTURBED SOL AND POIIT1aN D 40 STAKES OUTSIDE ROOT svi SHOVEL CUT EDGE NATIIVEA�OI �Y, M 11J1F 11" "'° CITY 0 F RANCHO C U CAM 0 N GA TOP OF RWMVLL 10 IDITEND Y ,� o XABOVE nMIUH oRADE. TIOMLY ODMPACr O r � TO PORM CONSTRUCTION / PLANTING DETAILS c� w, WINTERING IIMSIN FOR RESIDINTX AND o� V 0 OUTSIDE Of PLANT PIT. IF I IN TUli AREAS TO BE REMOVED FIRM TO CRY °°• ACCEPTANCE. NOTES: FOR LMD ANNEXATION PAD ELEVATION 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND VICTORIA ARBORS TRACT 16372 II NO INTO EDGES AT GROUND COVER AREAS. aclW>LL WITH 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 1 or, aIMEATETT TPrw r DLLs► 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW R APPROVED BY: DATE:EWANM II I I I TO REMAIN THERE. CW�No NATIVE RCE &4853 NATIVESOLSOL �T�BEo � �000w�.►�oeD TWICE RIM DALL WIDTH Withers and Sandgren, Ltd. Landscape Architecture Fm_� of 14 3467 Ocean View Boulevard. Suite A L TYPICAL SECTION D-D H MULCH INSTALLATION - STD. 509 E DOUBLE STAKED TREE - STD.502 aw Tel: (116) 236.3006 Fax I(8) 236-3066 oft#mw _L 07/15/2004 S PROJECT SHT. NO. OF 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/Offswitch,and a 117 volt receptacle. 2.Fittings shall be red brass conforming to Federal Specification#WW-P-4W. Metal conduit shall run from the 117 volt i to the controller housing.All power within the itsgenenl conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS match the plan,the Contractor must indicate that equipment has been relocated in materials for the equipment or materials listed on the Drawings and supply g P eq � housing shall be properly phased. include all labor,materials,and services necessary for the Proper a is manner so as to match the original symbols as indicated in the irrigation Specifications,he may do so by providing the following E. Pi and Fittings:BmPh• 8� YmCopper Pe &s: 4.A terminal snip shall be provided,clearly indicating the proper pianrts of connection of all execution of the work. The documents are to be considered as one. PART 1 -GENERAL legend. The relocated equipment and dimensions will then be transferred to the information to the City of Rancho Cucamonga for approval: 1.Pipe: Type K,hard tempered. appropriate wiring(station valves,master valve,common,central control). Whatever is called for by any parts shall be its 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 miscellanewus irrigation equipment. B.VERIFICATION: The Contractor shall verifymeasurements on the A. S of Work: Provide all labor, materials transportation,and 3.Before the date of the final observation,the Contractor shall transfer allh'P� 8� Scope 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 finish 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 work 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 applied to the mylar by a technical pen made expressly for use on mylar shall be equipped with a stainless steel handle. A.All scaled dimensions are approximate. The Contractor shall check and vera all size responsible for any damages or loss due to his fitihmc to observe these B. Standards: All work and materials shall comply with governing codes, material. Such shall be similar to those manufactured do b.Ball valves shall be Spears XXX or ver �x � instructions. safety orders, standards,and regulations, and meet the minimum ' by� 8�h 3. Provide the amount of cost savings if the substituted item is Pe fro tel• dimensions and receive approval from the City of Rancho Cucanonga prior to Kueffel 8r 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 B.Exercise extreme care in excavatio and working near existing utilities. The 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 g 8 g > ( ) " " G.Quick Coupling Valves: Contractor shall be responsible for dame to utilities which are caused his record drawing plan shall be submitted to the City of Rancho Cucamonga for 8� b3' 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 on 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 point 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 finish an A. Permits and Fees: The Contractor shall obtain and pay for any and all Drawings and Specifications. and ground covers. such as building comers, 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 ti of size and type indicated t 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: Manufacturers directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall ectal 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 in writing and necessary char shall be as used in this Contract furnish directions covering points not shown in the 8 Po system with 60 mesh morel screen and shall be similar to Bail #100B or ver b. Connection to existing electrical wen. Bailey approved A.Physical layout: thsP� g any �Y g� �.1�� g po accordance with the attached form. The General Conditions and equal, 1.Prior to installation,the Contractor shall size stake out all pressure supply red in the contract for changes in the work. Drawings and Specifications. c. Gate valves. P�'i 8 � P�� Supplementary Conditions of these Specifications shall be filed 3.All pressure main tine piping between the point of connection 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 stem. backflow enter shall be installed as required local code. The Contractor E. PROTECTION OF WO PROPERTY AND PERSON: The C. Ordinances and Regulations: All local municipal and state laws and e. Sprinkler control valves. City Y `' �' i All layout shall be approved by the City of Rancho Cucamonga prior to RK, eau rip shall verify with the local governing body as to material type and installation installation. Contractor shall t the adjacent and the rules and regulations emir or relating to an on of this work are f. Routing of control wiring and locations of all splice boxes. procedures or to start of construction. Submit shop for val. adequately protect oak, adj propertygoverning 8 Y P� B. A copy of the Guarantee form shall be included in the PfOC prior oP�n8 Pro public and mall be responsible for any damages or injury due to his act. hereby incorporated into and made a part of these Specifications, and their g. Quick coupling valves. operations and maintenance manual. B.Water Supply: provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. I.Check Valves: 1.The irrigation system shall be cormected to water supply point(s)of F. CHANGES ON THE WORK: The C' In order char these Specifications shall not be construed to conflict with an of the i. Other related equipment as directed by the City of Rancho Cucamonga. 1.Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings• ttY m' Y 8� P Y C. The guarantee form shall be re-typed onto the Contractor's construction with replaceable composition,n in the work and the contract sum being adjusted accordingly. All such above rules, regulations,or requirements of the same. However,when letterhead and shall contain the followinginformation: P° fix,or rubber disc and shall 2.Connections shall ra made a the approximate location(s)es shown on the meet or exceed Federal Specification WW-V-51D,Class A,Type IV. Drawings. The Contractor is able for minor char 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 gs. responsible changes by 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. site conditions. maple 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. larger size than is aired the above rules and regulations,the Delivery of the sepias will not relieve the Contractor of the responsibility of GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be staffiles,steel and neoprene. �8 b3' 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 any provisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted fiom the prints. We hereby guarantee that the irrigation system we have furnished head. Anti-drain valve shall be similar to the Valcon"ADV"or approved 1.Electrical connections for any and all automatic controllers shall be made to wont 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 City Inspector for a period of one hundred-eighty(180) and Specifications,ordinary wear and tear,unusual abuse,or J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause by actual days film 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 Cucamonganeglect 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. material or workmanship Y which may developduringthe period of 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 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 olrawiags thouottghly it is the Cotntractors responsibility to his work and plan his work accordingly, finished 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 Wires the Contractor must qualm his bid or accept the interpretation of the City system,planting and architectural features. 2.Wiring shall occupy the same trench and shall be installed along the same installed under paving on such repairs or replacements within a reasonable time after receipt 8• 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 m diameter. � g have said repairs or replacements made at our expense and we will together at intervals of fifteen 15 feet. 4.Provide for a minimum of eighteen larger 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. a the costs and charges therefore u demand. ' ( ) ghteen(18)inches cover for all pressure supply samples of materials for conformity to specifications at any time. The specifications. P Y P� 4.An expansion curl shall be provided within three(3)feet of each wire lines of two and one half(21/2")rhes or smaller PROJECT: connection. Expansion curl shall be of sufficient kngth at each splice 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. Contractor shall famish samples upon request by the City Inspector. 5.The chart shall be a black line or blueline ozalid print and a different color 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. Rejected materials shall be immediately removed firom 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. 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 Contractors expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade Control wires shall be laid loose) in trench without stress or surtchin wire suss meeting specifications shall be paid by the Contractor. differences,or discrepancies in area dimensions exist that might not have 6.When completed and approved,the chart shall be hermetical) sealed between Y 8 susceptible to traffic loads. mP aPPro Y 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 any questions the responsibility for any revision necessary. observation of the irrigation stem. 6.Field splices between the automatic controller and electric control valves will loam,sandy clay,sand, or other approved materials,free fmcn large clods of earth or stones. 8a system. PHONE: DATE OF ACCEPTANCE: not be allowed without or approval of the Ci of Rancho Cucamonga. Backfill shall be mechanical) ed in lan aces,to a dens' to adjacent Contractor may have regarding the work,administrative procedures during Pri aPP �' �• Y � �� thY rh'� construction and project work schedule. 1.03 SUBMITTALS D.Operation and Maintenance Manuals: undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips,sunken 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. 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 l. The Contractor shall finish the articles, equipment,materials,on 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, processes specified by name in the Drawings and Specifications. No B. PVC Pressure Main Line Pipe and Fittings: automatic controller location is to be famished by others. The final electrical planting,or other construction are necessary,the Contactor shall make all required adjustments substitution will be allowed without prior written approval by the City of a.Index sheet which states Contractors 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. 2Class 315 pipe shall be made from an NSF approved Type 1 L.Electric Control Valves: C.Trenching and Backfill Under Paving: 2. Co . ,Complete material list shall be submitted prior to performing any 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 b.Catalog and parts sheets on every material and equipment item installed Grade, PVC compound conforming to ASTM resin specification Drawl be install shall be backfilled with sand a four 4 inches below the work. �• ed, ( � O • Material list shall include the manufacturer, model number,and under this Contract. D1784. All pipe must meet requirements asset forth in Federal 2.All electric control valves shall have a manual flow adjustment. pipe and six (6)inches above the pipe)and compacted in layers 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 toer 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 prop 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 bolt-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 iCity of Cucamonga at the conclusion o f Rho Clusif the D1785. 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 I Backflow Preventer Febco 825-Y-BV 2.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the 2 Automatic Controller Calsense ET 1-24-DR Proj that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with green bolt-down ever or 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" round plastic valve box for all ode lm obtained from the City of Rancho Cucamonga. No hydraulic driving will be 3 Master Valve Superior 3100 RCV �P P � �P • g 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 streets 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 1 I"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 b.Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size structure landscaped areas. Carson Industries No.910-12B with green bolt- 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 REIRSION �� q1Y f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as I�IIONEDe 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.Nom-pressure buried lateral line piping shall be 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening PVC GENERAL CONDITIONS AND 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. ►J,NDSC,4PE 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 LM D ANNEXATION M. WIT �'� B. RECORD DRAWINGS: can 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 y pipe shall be transported in a vehicle which allows the length of pipe to lie flat so 3. Pipe shall be made from NSF approved,Type I,Grade H wiring shall be Schedule 40 P.V.C.or approved equal. VICTORIA ARB0RS TRACT 16372 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 D 1784. set of blueline ozalid is which shall be corrected dal showingevery An section of that has been dented or damaged will be discard and if All a must meet requirements set forth in Federal Specification P.Vandal Resistant Controller Enclosure: Pn �' � y �� g �' PrPp 1.Controller enclosure shall be of size and type shown on the Irrigation re 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:BY: DATE: installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1,2, and 3 of this section Drawings and Irrigation Detail sheet. CRY ENGINEER RCE: 24953 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 1111pOMMID Ep 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 Q. �E �rE OF � pipe and fittings as set forth in section 2.01 B of the Specifications. Withers and S a n d g re n, Ltd. DRWN Landscape Architecture FM A DN 3467 Ocean View Boulevard, Suf e A L-8 of 14 Olendefe. CA 91208 GEr'�® Tel: (818) 236-3006 rax: (618) 236-3066 07/15/2004 PROJECT SHT. NO. OF I 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 b him for the „ 6.04 Responsibility and Coordination: P �'Y Po Sas � Y area thoroughly after rototilling is complete. Incorporate evenly into the top 4 to 6 the A. LandscapeContractor is responsible for the erection of all signsand barriers aired diagrannnatic. Install lines(and various assemblies)in such a manner as to 2.Test all pressure lines under hydrostatic pressure of 150 pounds per square construction of the project. Temporary services shall be coordinated with the Ci p° Pr J P �Y h' following for each 1,000 square feet of pleating area: to prevent intrusion into the treated areas and to rotithe public. conform with the details in the Drawings. inch and P�'e watertight. and other contractors on the job site. Pte' 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 material or methods shall affect the landscape planting or hydroseed germination. the 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 conditioningare minimal lilies only and should be used only for bidding pounds per square inch and proven watertight P��Pig• qua Y Y 8 date of application. 3. Install all assemblies specified herein in accordance with respective detail. In on plans for execution of site construction. ape absence of detail drawin or Specifications min to specific items 4. Sustain pressure in lines for not less than ane(6)hours. If leaks develop, P Proem' purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: 8s Sped pertaining replace joints and repeat test until entire system n 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 in the presence of the General required him for the construction of the project. All traffic barriers and Y by �� 1� by Prof tr'n►Porur'Y shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. b the Pest Control Advisor standard practice with prior approval of City of Rancho Cucamonga. Contractor and the Ci of Rancho Cucamonga. No shall be backfilled detours shall conform to all conditions re the C' or oveniin authorities. y City ga. pipe required by rte' 8 8 These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture until it has been observed,toted,and approved in writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the before installation. Installation and solvent welding methods shall be as 6. Furnish necessary force Pump and all other tart eN��• All work which is determined by inspection to be defective in its construction or deficient in during the Pre-construction job conference. recommended the and manufacturer. 7. When the irrigation system is completed,perforin a coverage test in the Pest Control Advisor) by P� �8 any of the requirements of the plans and specifications,shall be remedied or removed,and 3.05 Finish Grading: 5. On PVC to metal connections the Contractor shall work the metal Pea of the City of Rancho Cucamonga to determine if the water coverage 6.07 Weed Eradication: 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 far planting. tape approved equal, for planting areas is complete and adequate. Furnish all materials and perform 8 P ° Sm grades P g If in the inion of the Pest Control Advisor,perennial grasses and weeds existing in the comrertions first. Teflon or ed 1 shall be used on all threaded Architect and C' °p 8 PVC to PVC,and on all threaded PVC to metal ' L" wrench sure all work required to carneer, any inadequacies of coverage due to deviations rte' All flow lines shall be maintained and proper tolerances shall be met after settlement at the planting areas will require control prior to removal, spray these areas per Pest Control Jests' P from the Drawings,or where the system has been willfully installed as 1.06 Inspections: end of the project maintenance period. is all that is required. Where threaded PVC connections are required,use Advisor's recommendations. 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 pipe may be solvent welded. this to the attention of the City of Rancho Cucamonga. This test shall be governing authorities,24 hours prior to time of inspection,unless otherwise noted. change. A. Prior to the installation rn the irrigation system remove and clear all weeds and ��before �,er is lanced 8 deleterious materials from planting areas. ��� my E� P Inspections shall be as listed below,but not necessarily in this order. Only the inspection 3.06 Coordination: „ E. Line Clearance: 8. Upon completion of each phase of work,the entire system shall be tested and pertaining to the project scope of work will apply: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1 -2 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six 6 ��to mem site requkements. P 8 Prof Weed abatement work shall t coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. uPP Y� ( ) Rough Grading. rototilling and soil amendment work,and planting. (See Weed Abatement section). inches from each other and twelve (I 2)inches from lines of other trades,with the Drain Lines and Catch Basins. exception of the control wire sleeve(s)which shall be installed adjacent to sure 1 3.07 MAINTENANCE PART 7 -LANDSCAPE MAINTENANCE J P supply A.The entire 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 lines shall not be installed directly over one another. seven(7)days prior to any planting. Soil Preparation and Finish Grading. 4.01 Scope of Work: 2. Reclaimed Water Supply: B. The C' of Rancho Cucamon a reserves the right to waive or shorten the on Plant Material dello &placement). Provide all materials, labor and equipment necessary for,or incidental to,performing all City 8 g operation (delivery P ) Provide all material, equipment, and labor necessary to install all trees and shrubs as shown maintenance requirements as reasonably implied or as delineated in the specifications Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. Substantial Completion Inspection(at completion of landscape improvements)- 7 on plans,as reasonably implied and as delineated in the specifications. pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP including,but not limited to the following: feet. Perpendicular Construction(Crossing):Pressure water mains shall be at Least Clean-up P Pro8ra Maintain all plants and planted areas. Gaut- shall be made as each on of work progresses. Refuse and excess dirt shall be Days. 4.02 Products �� P �) Pan ( S)� Final Inspection(after maintenance period)- 7 days. A.Nomenclature-Plant names indicated on the drawings conform the Standard Plant Keep planed areas free of weeds and debris. 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 by the American Joint Committee on Horticulture. Except for General Notes: a No joints shall be ed within the 12"above the sewer or damage sustained on the work of others shall be repaired to its original condition. Prune trees and shrubs. ( ) P�l Pitt and City a minimum of seven(7)days prior to the beginning work. names covered therein,the established custom of the n is followed. Fertilized all plants and planted areas. reclaimed water line. It is the intent of these specifications that no " shall occur below 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE nursery Joints A.The Contractor shall each m its for the Ci of Rancho 1.07 Guaranties: B. Condition-Plants shall be s etfical, cal for vari ands res,sound, Irrigation. the sewer or reclaimed water line,where there is a perpendicular crossing. If that cannot be Cucamonga at time observation. Any items deemed not acceptable by the A. Plant Materials: All trees, shrubs,ground cover,bedding plants and lawn shall be healthy,vigorous, free from plant disease,insect pests,or their eggs,and shall have accomplished,the new line shall be encased in concrete for the full len where the Insecticide spraying. P� length City of Rancho Ciac�rrrorrga shall be reworked to the complete satisfaction of the City guaranteed from date of final acceptance of landscape construction for periods as 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 topped. 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 Power Controlled Release Nitrogen,as designated herein,or approved substitute as the 8 Trees 1 S gal. &smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good per AWWA C900 or equivalent. (c)This criteria does not apply far a reclaimed water line final site observation can occur. Shrubs All sizes 120 days required by the Agronomic soils report. Available from Gro Power(909)393-3744. crossinganother reclaimed water line. d The construction criteria to house laterals Y horticulture practices and shall s.of the size and caliper normally associated with the o 0 ( ) seely Ground Cover 120 days B. Ammonium Sulfate: Granular form containing not Less than 21 /•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 that cross above a pressure water main but not to those house laterals that cross below a A.The Contractor shall be responsible for n the C' of Rancho Cucamonga in Bedding Plant 120 days from all lant material hibited until the al of the Landsca Architect or „ „ pressure�,�or main Agriculture in compliance with Article 2 - Fertilizer Materials, Section 1030 of the �P� notifying nY 8 P Pro v Pe 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 fiom 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 b Ci and at the end of the 180-da Maintenance shall start immediately after landscape irrigation and planting. Sin Proj ePntn Y City Y be replaced at Contractor's expense. Maintain all tants and planted areas on a continuous basis as they are installed during the controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours P P eY 8 alga 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(I-gallon,5-gallon, ss of the war 5.Control wire installation-24 hours progress k,and continue to maintain them until final acceptance of total project. died within the time span stated above,at no cost and within 5 days from receiving written and 15-gallon)shall have been urn in containers for at least one 1 year,but not Replace an dead a n tants as directed the Cordae Architect and G. Hi Volta Wiring for Automatic Controller. 6.�s11ie supply line and lateral line testing-48 hours 8 ) grown ( )y eP Y dying P by City 8h 8e 8 7 Coverage test_�hours notice from the Landscape Architect or City. If dead material isnot replaced and planted over two(2)years. 1. 120 volt power connection to the automatic controller shall be provided by the 8 Final observation-7 days within the 5 day period,City may replace dead material with new material and charge the F. Substitutions- Substitutions for indicated plant material will be permitted provided representative. Contractor. B. When observations have been conducted other than the Ci of Rancho Cucamon Landscape Contractor for all expenses incurred. A. Irrigation: Operate irrigation system on an established program to maintain all plants 2. All electrical work shall conform to local codes ordinances,and union City gay Pan the substitute materials are approved in advance by the City,and are made at no and planted areas in a healthy condition. Irrigation system run-off shall be kept to a 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 minimum. Damage to irrigation system resulting from maintenance and equipment authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development,for a period of one year from date of final acceptance of materials shall conform to the requirements of these specifications. and/or maintenance personnel, shall be restored to its original condition at no cost to contractor shall not call for a site visit without"As-Built"record drawings,without 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 brow to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: ty' y p Y 1. Install where shown on the Drawings. Where together,allow at least �rt and replaced with suitable plants. The City reserves the right to reject entire lots of of the City. No repairs other than emergency repairs shall be accomplished without 8�►Ped S� 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. CONCRETE SPECIFICATIONS P H. Stake all trees,as per details immediately after planting to prevent wind damage. B. Weed Control: Ke all planted areas free of weeds and debris b cultivating areas at valve in a separate valve box. 1.09 Disposal and Clean-up: � P Y 8 PART 1 GENERAL sP P I.Plant trees that are to be located in lawn or ground cover areas after finish grades are intervals not to exceed 10 calendar days. 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 The Contractor may elect to remove such concentrations of weeds manuallyor an I. 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 �� )� 8 8 � 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,remove luso groom' 8 Y Po 8 �P as defined on appropriate details. C. Pest Control: S all tants 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 pout installation of materials from the site and leave premises in a neat and clean condition. Clean and PmY P P ginning program P� up 4.03 Soil Amendments: and as may become necessary thereafter an vel method of pest control sprinkler heads,the control valves shall be opened and full head of water used concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works remove all remainingdebris and surplus materials n completion of work,leaving the y �Y approved 'to urP � �P 8 Soil amendments shall be as recommended in the Agronomic soils rt to flush out the Construction is available from: 8 ° keep all plants and planted areas free of insects and disease. Method shall be reviewed sY�• premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: 2. Sprinkler he shall be installed only after flushing of the system has been BI Building News 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 Landscape Architect,accomplished to the complete satisfaction of the city of Rancho Cucamonga. PART 2-EXECUTION P 8� by ape nets at start Los Angeles,CA 90034 information. of maintenance program and continue to prune plants as directed or as may become (310)202-7775 2.01 Protection: necessaryuntil the end of the maintenance J. Sprinkler Heads: 1.02 K all plant material delivered to site in a health condition for planting. Plants shall not program. �� cep P Y P 8 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: be installed in this wort shall be equivalent in all respects to those itemized. including,but not Hari ted to the following: suitable material until planting. Balled and burls ed plants shall have root ball covered with necessary to achieve and overall even appearance. Exterminate gophers and moles; P S PP 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 Ss• 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. manufacturer. C.Concrete rnow strips,footings for walls,fencing,posts,benches,etc.,where delineated in the specifications. PART 8 -ACCEPTANCE OF PROJECT 2.02 Installation: 5.02 Bedding Plants: applicable. g 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, U completion of installation a maintenance period of a minimum of 180 days for all 3.04 TEMPORARY REPAIRS approved b the Landscape Architect and Ci or to planting. l P P Y All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. PP Y Pe h'prior P 8• and of the species and variety shown on plans. landscaped areas is required prior to final ace of the work b the Ci The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be ed imedi after concrete finishing. Contractor shall famish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using y City. P� �' & P 8 8 5.03 Ground Cover: Commencement date for the maintenance period shall commence upon written approval 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 following mixture: 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 phases of planting installation by the City Public Works Inspector. Maintenance period shall be Sre established and well rooted in flats or similar containers. to specified. City. Gro Power Plus 5-3-1 15 lbs/cy 5.04 Mulch: verify Plant characteristics and establishment. 1.04 Clean-up adequate to veri A. Two inspections shall be made that affect the establishment period: The first after all U of all concrete work and before final Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wood chi fiber. 3.05 EXISTING TREES Pon mon �.the Contractor shall P P plantings have been completely installed in order to approve the beginning of the remove all tools,surplus materials,apparatus,debris,etc.firnn the site and the site shall be (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: establishment and the second at the end of the establishment period. If Where it m necessary to excavate adjacent to existing trees,the Contractor shall use all �°d+ P left in a clean,neat condition acceptable to the City. After backfilling,construct a 3 earthen berm to form watering basin around each plant,to A. Do not have plants delivered to the job site until site conditions are ready for planting. plantings are not acceptable at the end of the 180 da 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 8s y�°d' and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, If planting is delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establishment until all work meets with the Specifications 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. and can be vel. prior to bedding plants and ground cover planting. 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 approved. wrapped with buriap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: B. At termination of establishment period all plant material shall be live,healthy, undamaged,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 5.06 Installation: g d, and free of infestation. Inferior plantings shall be replaced and brought adjacent to the tree shall be hand trimmed,making clean cuts throw Roots one 1 inch �P�g a0 work,as indicated on the drawings,as reasonably implied,or as delineated in to a satisfactory condition before final acceptance of work will be made. All areas dJ S 8h• ( ) � 3.01 Scope of Work: Plant curd cover and bedding lents in moist soil and space as indicated on laps. and 1 m diameter shall be ed with two coats of Tree Seal,or 1. Trenches the Specifications as follows. gr 8 P P shall be neatly raked and free of weeds. as8�' P� � A. Provide all materials and equipment and perform all work necessary for and Each plant shall be lamed with its orate amount of soil so as to minimise root adjacent to tree should be closed within twenty-four(24)hours;and where this is not 1.02 Standards: P P Prof ' 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. regulations,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 Construction(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 ficensed 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. Existing on-site soils listed as'acceptable'under'Site Grading' specification. accommodate the mulch) roots occur shall be done by hand. All roots two(2)inches and larger in diameter,except B.Contractor shall provide the Landscape Architect and the City with a fiat of B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be 5.07 Protection: directlym the of or conduit,shall be tunneled under and shall be heavily with Sum and Material Suppliers expected to be employed during the course of o P� P� Y wmPP� sandy textured. Silt plus clay content of this soil shall be no greater than 15 /o by Erect tem fencing or barriers to tett planted areas from damage or to final burls to prevent scarring or excessive Where a ditching machine is run close to trees construction. g P g P Pn�' 88 8 weight. The boron content of this soil shall be no greater than I part per million as acceptance. omr having roots smaller than two(2)inches m diameter,the wall of the trench adjacent to the tree C.Contractor aurin obtain and keep in force Public Liability and Property Damage ceptor DESCRIPTION OF REVISION DATE shall be hand trimmed,making°Lean cuts through. one 1 inch and larger in diameter �"'anea'during entre course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SIR)shall not ��'� 8 Sh ( ) lar8 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: CITY OF RANCHO C U CAM 0 N GA within twenty-four(24)hours; and where this is not possible,the side of the tret hadjacent to Architect sed 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 inchide analysis and plans,as reasonably implied,and as delineated in the specifications. IRRIGATION AND P LA N T I N G in charge of the work. recommendations. 6.02 Quality Assurance: A. Adjustment of the System: 1.04 Responsibilities and Coordination: Justin y A.Permits: The Contractor shall obtain and pay for all permits and inspections required 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of 1. The Contractor shall flush and adjust all sprinkler heads for 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 SPECIFICATIONS performance and to prevent oven-pray onto walks,roadways,and buildings as B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown furnished by the Contractor. Subcontractor licenses that are required. FOR LM D AN N EXATI 0 N 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. 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 ARB0RS TRACT 16372 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 U+t P 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 nozzle sizes and degrees of arc as required. ., V. Wil '�I cross ripping to a of 12". All rock and debris more than 2"in diameter shall be removed • /y/llrlGf �' e "�s PP 8 depth for use in controlling the weed types prevalent and expected on the site,as supplied by the Pest APPROVED BY. DATE. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished �' `�' . 'sa, from the site except for areas that are to be sodded in which all rock and debris more than 1" Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape CITY / RCE: 4953 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 093M p 4. All sprinkler heads shall be set per to finished grades unless otherwise designated ao the Drawings. methods with the intended planting and seed varieties present. 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * * tet t Withers La and S O n d e tun, Lf d. t� Landscape Architecture that each lateral operates at design pressure. A ON L-9 of 14 \' 3487 Ocean View Boulevard, Suite A Glendale. CA 91208 MMMMMMONEMN ATE OF GAV' CHMM Tel: (510) 236-3004 Fax: (816) 236-3066 DRIWM N& tw o�i,s zoo, 19 58-I- PROJECT SHT. NO. dd OF i CALCIVIC ENGINEERING, INC �„10 LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) TING ENGINEERS A LAND SURVEYORS - - - - ---- - - �° _ LAMP S """'�"'R'k`""''°K"lt`E"°'° `"""fi "" - DESCRIPTION WATTAGE MOUNTING t01VE(676)'196-2t2E FAX(626)'19!•6644 - -- ELECTRIC SERVICE PEDESTAL P1 THRU P11 sYM. PROJECT: 'VICTORIA A RDOR3--wnv�nv con s - _ --- - `n 32 120/24OV., 10, 3W NO. WATTS TYPE Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HPS POLE IN = e ' (� � �, + _., _ STRONG BOX MODEL 24SS/240 VOLT REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR 0"e POLE LIGHT � 16 Ir 'I •3 =�l�+si _� WITH PHOTOCELL AND GFI RECEPACLE 0 SPAULDING CM-PM10-S100-NI-M 240 -CS It 240V • STREET LIGHT 5E 1 �« _ - ,5 1. �, = o, 4- T o - '.o _ ' I o r ,0 0 LIGHT FIXTURE CAU_ OUT. A IN�CATES FIXTURE TYPE, 100" INDICATES WATTAGE -- - . f r' - Q FLUSH FLOOR RECEPTACLE WITH COMBINATION BRASS COVER _ _ p __; > ► �= •µS SHEETINDEX DUPLEX RECEPTACLE, WALL MOUNTED +15" TO CENTER OF BOTTOM DEVICE �_ I �i o� � o• { t4{_ 1 - M 100A l + +( ` � �-- 12P ( L-10 SYMBOL UST, FIXTURE SCHEDULE, DETAILS QUAOPLExcPTACLE, WALL MOUNTED +15" TO CENTER OF BOTTOM DEVICE 0- it f �K10 t - - L-12 TRACT 16372 UGHTING L-11 NOTES GF1-TYPE RECEPTACLE, MOUNTED IN POLE LIGHT I 100A ( L-13 TRACT 16372 PHOTOMETRICS A-113,5 �"'�+ i L-14 PANEL SCHEDULES I2 3 _ UG PANEL --}-�}-�j HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE gRCUITS. MIRING RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. n - - „�c�( -s a � - ;_f _ L_ _ . I_ _ _ _ _ � - - - WIRING RUN UNDER FLOOR, OR UNDERGROUND. 2-C. TOQ-I JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT - - o� �� r - ELECTRIC PULL BOX06 I © JUNCTION Box OR PULL Box ) _•z�4 � -- C � b / -'-t►l. �� d ill=31- f------- --� - u II ELECTRICAL PANEL BOARD AS DESIGNATED, FLUSH MOUNTED 4-t -H ilo of ELECTRICAL PALL BOARD, SURFACE MOUNTED !- �� -- 3 > ' -E TYPICAL SINGLE LINE DIAGRAM SCALE: Z ® ELECTRICAL SERVICE PEDISTAL --1 _ N.T.S. J TELEPHONE TERMINAL BACKBOARD. PROVIDE 1/2-C. - 1 05 GROUND _ GENERAL NOTES _ ,_ ' - CONNECT TO COU) WATER PIPE 1. ,q lay � �f +j4 E t � c • i _ X � i - � - 1 � - ANCHOR BOLTS � *E-100* INDICATEATES A OR EQUIPMENT DESIGNATION S PLAN PANEL SO4EDULE N � �� a5� 1� �,g+ F," „� CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS WITH UTILITY COMPANY AND CITY INSPECTOR. LIGHT FIXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL. Q PLAN NOTE REFERENCE. SEE NOTES FOR REQUIREMENTS ELECTRICAL LANS SQUARE LIGHT POLE CA.CNICENGINEERM,INC TNla: Jobe " 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPUER TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS. 2100 PARNELL WAY Doer Dab:11 06AM, 27 MAY 04 I4 -6 MUST PROVIDE CORRECT LAMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES T ALTADENA,CA916o1 Dic1pNen I 1 WALL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. PHONE:(626)Tw 2.:, ,�. ADJACENT �I FUSED DISCONNECT SNATCH - HP RATED WITH FUSES SIZED PER EQUIPMENT FAX:(06)796-S a HARDSCAPEI ,�-5 --- - --------- -- -- -- - 4. ORDER ALL UGHTING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. ,".,.KW-0sOeaH Ms fen s a.xet aa.+ca�,fllh, 1 �1oa3d0e2 EnEAcKC he•-"►e $ek•e'• Q,,..,.,,..",f�« TOP VIEW BEFORE INSTALLATIONS. Description LGH- POLE COL I 5. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH F1 FEEDER DESIGNATION; SEE FEEDER SCHEDULE I IRRIGATION POINT OF CONNECTION. o•"'+~kft""'ft" `''`"�"°'»'�di+'iwd to 1V"«"I '""'"'D and 1'�►"""'4""'"»"`• LIGHT POLE , PRE-FORMED METAL COVER 70AMP FUSE AND t 00AMP SWITCH, FUSE TYPE AS SPECIFIED Steel Section TS4X4X114 Fy 46 00 Ks, x-X S aesway Res,ra,red �n' POLE OVER ANCHOR BOLTS 70AF/100AS Duration Factor 1.330 Y-Y Saesway Restrained Column l loight 10 00o R Elastic Modulus 29.000 00 kei DRY PACK BEN EA 45 DEGREE CAMPHER ETM Fixlly Fix-free x•X unbreced 10.000 R Km 2 100 BASE PLATE APPROX 1" X 1" T)� Line i Sdmt Tam,Loads Combined Y-Y Untraced 10.000 R Kyy 2.100 C Lee" #4 REBAR TIES --- Axial Load.- NOTE: ALL LIGHT POLES ARE TO BE LOCATED AFF ABOVE FINISHED FLOOR GFl AROUND FAULT CIRCUIT INTERRUPTER CONCRETE APRON +I- -'+ IN COBBLE ADJACENT TO WALK. Dead low 009 k Esc for X-X Am Momentr 0.000 in '- = I 4" TO 6" ABOVE GRADE TBB 1ELEPFIONE BACKBOARD EY EMERGENCY FlXTl1RE LNs Lw0 k Ecc for r•Y Axa Moments 0.000 r �- POW hort em,load k l � l - Aw�Y(�...aft mern.nte) 0,133k 1-�0 000It ADJACENT T _ 1 FINISH GRADE Maw x-x(y IPOl10 1 k R T CO CONDUIT ONLY NL NIGHT LIGHT SummaCohnm D"I"01K] "-61 1- _ 1 #4 HORZ. TIES Sea-or S4x4x,14 Height- ,0.008.Axel Leads: DL- 0.06, LL- 000. ST- o.00k, E•ee.- 0.0001, CONDUIT DEPTH PER l I 3'-O" #4 VERT. _ PrP WEATHERPROOF u UNLESS oTHERrNSE NOTED unbrfcedLexwMs X-X- 10001=. Y•Y- 10.008 CURRENT NATIONAL 1 I Combined Formula rmulRatios ow pL+LL DL.CLT.cuncha..nl ELECTRICAL CODE 1 I • PRO'VDE R MSH, NSTAM AND CONNECTED NEL 1EUPHONE MSC Formub M1-1 1 --- AISC FonnuH H1-2 - - • CONCRETE FOOTING , KW IQT_OWATT REL RELOCATE DWNG DEMCE L Mac Femur H1-3 o.0on 0.0047 0.10.3 ! MA MAIN LUGS ONLY KVA 10.0ViXT AMPS XX Amts:Fs cvWd per E4 E2.2,Mir>Cc -.- � :Facak'Qp�r�Ej2.lc•Lh>Cc #4 REBAR TIES V-6" 3/4 X 15 ANCHOR BOLTS (4) - :� AFRI AIR HANDLING UNIT --� 1 aIo GROUND se CONCRETE APRON 4"-6" MIN. CP CIRCULATING PUMP 'K DEGREES KEW Allowable 8 Actual Stresses Deao n DL•�_ .�. n_� DETAIL ff EXIiA1ST FAN p� PAR! Fa Alfpwabb 5.38 Kai 000 ksi 530 kfr 7 16 Kfi is:Adual 0 03 ksl 0.00 kei 0 03 kat 0 03 ksi 4"-6" ADJACENT NOTES: Fbxx MbwtF3.1) 27.00k9i 000kel 2700k9i 3671,* HARDSCAPE 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER CONCRE LIGHT STANDA R EM ELECTRIC WATER HEATER Ito xxAcNsl 0.00k9i 0.00 kei 000k9i 3.W km APPROVED STRUCTURAL CALCULATIONS. SIDEWAL PROFILE 2. STRUCTURAL CALCS AND FOOTING DETAIL TO BE PROVIDED CU CONDENSING UNIT V VOLTAGE AND SHOWN ON PLANS. yp VOLTAGE DROP A AAPS Fb:yy AOow(F3 1) n.eo kei 0.00 Kai 27,00 ksi 3011 IVO - - tb:yy Actual 0.00 ksi 0.00 kai 0.00 dei 0.00 Mi l Anslyfla Vflyeg i M TYPICAL g PHASE Fez DL-Ll 5384 ps Cmx DL.L� 060 CDx DL.LL ,00 FT FOOT OR FEET IID OR / NUMBER F�sy DL LL 7.364 psi Cm:y DL-LL Deo cby DL+LL 1.00 CONCRETE E E COBBLE AREA SHORT CRCl1TTING RATING N F'ex OL+LL+aT 7,101 pd l:m:x DL+LL+ST 1.00 Cb:x DL+LL+aT 1.00 LIGHT POLE DETAIL SCALE: KCAL AAPS Pay DL+LL+ST 7,161 psi Cm:y DLKL+ST 0.00 Cb-y DL+UW 1.00 kbx X-X Awr OeRactrn -0.321 r M ,0 000 R Mak Y-Y Axa osrteetioel 0. Eq S N N. T.S. R tllt d wG r' DOM�fASSOCIAeTES Q '_ J}� �•IY1� 04�\ 24" 25" A CALIFORNIA CORPORATION OF C,AI�t _AA?_'�5 125 E Briar Street, Sults 150 PR�R�� Costa MIMIC, CA M2620 CALCIIENGINEERMN(i,INC TWo DeAa:„o0AMJobwtAYo4 PHOTOCELL FRONT MIN. 36" - I, ONT rmS�SKOFSI Rne f 743 S5 -32552 2100 PARNELL WAY : CLEARANCE MIN. 36" SCALE: ALTADENA,CA!1001 FRONT & BACK I I "lar MMM°0CLIMUM W a2MOM MM AS RttweneR PHONE: }ru-2m x°1" OF METER ; : LEVEL T Y P LIGHT POLE LOCATI0N DETAIL N.T.S. I;T pkv »�T ND SIT AN FAX:(o=at Ila-111W I CLEARANCE r Ki°E r". fes... Steel Cohrlmn snse Plata �,,,.-.�,.,, METER PEDESTAL -- FRONT & OW SO E OF 1Ms Fesoo OIL EC or SIIIEPORTED m TNe ea last•�era�sxaaaalrlsaa��aael Co...aer♦aa� si■i rai��! Oppl1LTANT AND TEL I3E OORREIC7lD M FART OF SIE oXRNst1LTAN1•R eA�C SOME OF�NMLit OORItECI10110 OF DOECIR DETECTED Alta R[PORM W= THE ACCEPTANCE PL'M ULL IEE DOIIPIMA7m I BACK OF Iron As ADOITIMAL SERVICES. Description LIGHT POLE(BA L ) i METER 19"y ASCIIION, THE CLIENT AOPUS TO TIE FULLEST EXTENT PONrIM o' ,re 6*09 d to Amts Nh Edition ARD ane 1097 LlI3C RequlmMnb PEDESTAL kloD1FICAnON YAM HOLD INE O=StXTANTPLMa AM OPECIF1CATXa+s F11m OORMilwoueX NII DAYAOt, TS OF OR COOT,NQI FROM RANY R laE 1111 TR' Fels AND OOfTE Of DOER, AMNO Filth ANY REl1RE 011 INE POM WITTEN ALITHMUTIM OF IM Loads Steel Section TS4x4x,14 1 0"A.T THE*9 CLIENT TOD MXTANANT MAKES NO WMAN71M OTIER Axial Load 0.09 k PARTICIILAII PUIV0SE. N NO EVENT SMALL TIE CONSULTANT RCL Section Long" 4 000,n ------------ DPW=OR IMP= OF IERCNANTAOIUTY AND FITNESS FOR ANY %-%Axb Mooren 1,33 k-R �'an Want 4 000 m Flange Thickness 0 200 in LIARIF FOR ANY 1000 OF PROFIT OR ANY DAil1A0Es Plass OMnanaler,s Web Tlltdnlete 0290 in I Plate Length 10 000 m AlbwaMe fltrast+s Plate Width 10.000 M Concrete fc 2,5000 psi 48" r-� Plate Thic meas 0.600" Be"PIs1e Fy 36.00 ksi Load Duratbn Factor 1.330 I I s Nor ohm L--� P1ef Lef M 30 000 r Dist from vl.�Edge 2 000 n TIME CLOCK ; DESCRIPTION OF REVISION DATE SIV PrP warn 29 900 m eoe Count por Sae 2 I A�!lOVED Tons on CapscMy 5.500 k I 1 �RA� g"2Y� CITY OF RANCHO CUCAMONGA Summary f.•ev1a1•OK r I Concrete Rowing 9b*n Mowing ft as.OK �TCJ G.F.I. SYMBOLS LIST, Actual ow,po'AC13 8-95 1,77 Elk • RECEPTACLE ; FIXTURE SCHEDULE AXow,per AC 1318-95 A3, P'aMd lsaArq:aolb In Tension -03•f'o•S"AVA1)'LEW 1,005 0 psi • 1 , Allow Per AMC J9 2.327.5 pN 1 .lab Sending alr.,e rdeltnew OK I DETAILS Aduatlb 9,307.3 psi FOR LIVID ANNEXATION Max Allow Plate FD 35,010 0 psi 1 T'erwten eek Fosse soft Ta+slen OK 1 Actual Tansron 0 818 k Alloweble 5.500 k �'.T•Y'�•.•',�•E' I' ' �4. " :. } • , 'sh 1 4 PROVIDE CONCRETE VICTORIA ARBORS TRACT 16372 �.��. . ; .'e •,�•�Lt,r•.t A�t� ti'« wr } +k'�ti eye �! ' '� '' '.�'� '�+ I• ' +•tit '' !'• FOUNDATION(2800-28 DAYS) AND Q+�p�FESS/ s' r f•• •ir r•M r''. Sty•,.•,•• ,••,N� . 4• PER REQUIREMENTS OF MFR VERIFY A. APPROVED 8Y: DATE: I�;*�•�t'+,s,. '•L�.%tiw�1•;};�* EXACT SIZE OF FOUNDATION WITH \N CITY ENGINEER r RCE: 24953 csGs�1 MANUFACTURER AND STRUCTURAL � � ��� Nf.C Al ENGINEER PRIOR TO ROUGH-IN. �� � SERVICE CONDUIT 1"C. FUTURE - REFER TO PROVIDE PAD MOUNTED BASE WITH w N m DESIGN �D�°'� ANCHOR BOLT'S EMBEDDED IN �f CIV1� •a\° ' AS REQUIRED PLANS FOR QTY. CONCRETE SUPPUED BY PEDESTAL * W1thers and Sand ren, Ltd. ES FOF CAUFMANUFACTURER. '9 F� C�� Q DRAWN 9 PAGE I' fCTR� Landscape Architecture �C& SW �^ View , Solt A L-10 of 14 SCALE: SCALE: CHEO , Tel: �a1e1 !�o-3aoeokwodeft, C Fax: tso-aoee �M NO. LIGHT POLE FOOTING CALCS N.T.S. 5 PEDESTAL ELEVATION N.T.S. 1 10/05/0, s -� PROJECT SHT. NO. �I OF GENERAL NOTES No. 1 GENERAL NOTES No. 2 A GENERAL C CONDUCTORS 1 ALL CONDUCTORS ARE 112 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. ITS 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 DRAWINGS 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. OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL 3. THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING CONDITIONS AND OBSTRUCTION. 5. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO 9 ALL EQUIPMENT IS TO BE LISTED AND LABELED BY APPROVED TESTING AGENCY UL UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). 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 MALL 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 WITH 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 WILL 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 DRAWINGS, "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 8 CONDUIT FIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL 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 do ASSOCIATES PAINT CONDUIT TO MATCH SURROUNDING SURFACE COLOR. (OBTAIN MANUFACTURES 3. COMPACT FLUORESCENT FIXTURES SHALL BE PROVIDED WITH ELECTRONIC BALLASTS 111DOM.... I� " � NAME AND COLOR NUMBERS FROM ARCHITECT AND/OR OWNER'S REP.) AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. A CALIFORNIA CORPORATION 2. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, � °5 '� Cost Mn%Sbwt s"k' '26 SHAFTS AND WALLS 4. FLUORESCENT LAMPS SHALL BE 32 WATT T8 3500 DEGREE KELVIN. PHILIPS GE �„ ca�ty I�Seo, CA ti2626 SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE WITH AN APPROVED UL SYLVANIA OR EQUAL. "his e"i�isl ORN714 5*-325+ F= 7143 516-3252 LISTED CABLE-AND-CONDUIT FIRE STOP OF FIRE RESISTANT SEALANT. THE RATING OF HESE IW=Daa,llom Am a Fm aTO ,,..T,m 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 BY THE CONSULTANT NCE PE1110D OFr TME CMT AND ARE 316 DAYS. MY OL}ECCTUe3 ITHEm FOR AN ACCEPTAME CLE)IT DIIODNERS DURDq TNI!PINOD URL K PN"lFn TO M PENETRATED. LIGHT FIXTURES. mw soovc air%s. 000 A�7EDORREcnaA'is PART DEFECTS c S DE '�"'�' AND F10"lD WM THE ACCEPTANCE PCIUOD URL ME OOMPCl/SATED FOR As ADDITIONAL lft"M 3. PVC SCHEDULE 40 NONMETALLIC CONDUIT WITH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR AM, ` TME a�AaQs TME PALM XTA E>AW�"� sr upwAYATO��DONFr Aro Man TME ooNx�rANr MARIR�se Favor FEES AIO 006TE F DDE E11 ANR/C pFROM AjIY0ram 11 A�TiOIUCTE' SHALL BE USED BELOW GRADE ONLY, IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. MODIFICATION Di TME FLAN!AND: AMa FROM an TMRC W DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE '"E T" i°"T*""°a" " o`IWMAXTIES OF " E�IIESS OR /K �IERCMANTAILM AND FITNESS FOR Nff CONSTRUCTION. 7. ALL FIXTURES INDICATED WITH COLOR AS SELECTED BY THE ARCHITECT" SHALL BE � OWAXTANT NE PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS 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 COALING. 8. ALL FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR. DESCRIPTION OF REVISION GATE an �wuo+ED: 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 OFE�� VICTORIA ARBORS TRACT 16372 LIQUID - TIGHT FLEXIBLE METAL CONDUIT. QR 4 7. CONDUITS REFERENCED AS CONDUIT ONLY ) (C.O. SHALL BE PROVIDED WITH A NYLON > , APPROVED BY: DATE: /��� C��I,Gy , 1l�� � PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE CITY ENGINEER RCE 24953 CONDUIT. NDESIGN° 0N R°°0T1DED * */30/06 I Withers and Sand ren t SES Ld 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE � �£CTR�G�� �� DRi' Landscape Architecture � ME PROVIDED WITH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMICCAQF 3457 Oco ^ V; - wumorm . wM. A L-11 of 14 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL °"n°°'". 0i"120* �� T�: (eTa) us-3oos Fmc (sIe) uINO N0. s-sols oRAw BE USED. 09/15/04 1 q SS _L PROJECT SHT. NO. ZZ OF A o J 00 LIMIT OF WORK W Z 93 Q } P12: POWER PEDESTAL POINT OF CONNECTION LOCATION: a HANDHOLE AT STREET LIGHT, STATION 106+18 ON ETIWANDA AVENUE. - j = LIMIT OF WORK W 13 W � J \` _ - P12 i r , 13 - _ i W - - ti , L 14 P12- 3 W _ Q ;i )l LIMIT OF WORK Z (TYP Ik i Q P7: POWER PEDESTAL POINT OF CONNECTION LOCATION: W ' F !� HANDHOLE, HH# H24313-STATION 56+05 ON CHURCH ST. _ - ,,T. LIMIT OF WORKt t r P7-1.3 P7 - - - , = L-14 x )/N STORMDRAIN -------_____ I I CHURCH STREET =" I , TRACT 16372 LOT 'C' TRACT 16372 LOT 'A' KEY MAP NOTE • ASSOCIATES > ; DGM.M.M.L.M.H.M. SEE SYMBOL LEGEND, SHEET L-10 j II A CAUFORN,A CORPORATION I 4 I' I I lRa�cT on 125 E w *wn Suft 150 X43 4 �� 1 ►.. B Q1RI CA 9191 SKatM Fac 4 5M-= SUN G% 1 wIM NrTW11f 11 fs� FOIt r>� 0�01R1I!pA1110 11Ns FRS MNL R RaOR11D 10 M TMR MO WL Z OQ!l m a MIT aF;wzmmwmn aw lOQL w lIIMCOt OORRiCTI M1 w 00Tf Ol1Em me ppm iw Fa AOOITIO m suffle 1, MIC[FAOD L 001lOeAT�D MillCANT AIIIIIIIIIXIII TO IM EMIT POURTM M N 1100/O AND IN COMMIT WAMM MW Li ANY IAt LJARITI 00lT R0L>OMO Fa=WASONARE ATT01196W �\ / A �z -__- I _t ( ANY Illm Olt YwommMm a 1 E R."me opmr"IAI mm an*mom '�f}� Y S M moff"MIT ra mm+AeTm AUT1101MZA"w w m _ Y 001RILTMIT. *9 o011RILTAW MN=NO MMIIRANm BMW OPMU OR M11�aF MFMWUftM Ale F7NM FOR Mir ►AR9QlLAR FIR�O M NO EV04T DULL IW COW LTM T K IJ I Well FOR ANY LOU OF FRORT a ANY OMIAat DESCRIPTION OF REVISION DATE APPROCITYM 1` CITY OF RANCHO CUCAMONGA NTS LIGHTING PLAN DIAL BEFORE YOU DIG FOR LIVID ANNEXATION 1-800-227-26M ESS/ VICTORIA ARBORS TRACT 16372 � �N A. APPROVED 8Y: . CR PLAY IT SAFE. AT LEAST TWO ~ Y ENGINEER RCE: 24953 DIAL BEFORE WORKING DAYS N OE YOU DIG! PRIOR TO OEM � EXCAVATING 10' 2V , F ' �°/06� * Withers and Sandgren. Ltd. �s 0' 4fCTR\G Landscape Architecture PAGE SERVING NINE SOUTHERN CALIFORNIA COUNTIES ��OF CAL\1 3,0- � � be-ft a , SuRe A L-12 Of 14 aR«,ed., CA 61206 1� = 20' CHECKED Tel: (ale) 230-3006 Fo= (813) 236-3066 01MwINci N0. 09/15/04 1958 -L 10 PROJECT SHT. NO. Z3 OF I A 0Q.J�- V O LIMIT OF WORK ' w � Z / a: '*4.k- 1 e ii 103 %A Y X 9.4 '11A '4S 1 •42 • 1.7 21- 6L . -� � LIMIT OF WORK U � � ��• � � _ -- - _. - _ _ 1 � - - - 1 -- _ to�to 1.1 SA 52 '4.a_*4Hr-a i3A '10.0 '7A •7.9 3.1 •1A ♦ • • O 'IA 11 2.1 3A Uj 102- a./ to 34 �.��_ 7A 33 eA �.3 � 7A 11.4' IPA U �'�•a ' / j • • y \\\ 1.1 1 t.3 *ti 4.4 Ar 1.7 2.a 2A 3.0 as 11.1 _tF a$ 2A 27 I _ - t1 :as - - I �� • �' - L' 1.f t7 11.1 a.7 a.0 $ ?fJ t! #d t7 *3. Uj 6 to 2.1 � / to \\ � < � � i / � �,� � � � it •1 � • � i ',., W IA ',A �� 1 J LIMIT OF WORK Q LIMIT OF WORK 't1 '3.2 '2.4 •1A _ -- -- - - _ --- - _. _ -- _ V- 1.1 '1.7 'to '12 '1A -- - STORM DRAM t -- --- -- I : i t I ,l - ------- III t I CHURCH STREET - TRACT 16372 LOT 'A' TRACT 16372 LOT 'C' NOTE: SEE SYMBOL LEGEND SHEET L-10 KEY MAP ~ i At ASSOCIATES r; -0 AUFORNIA CORPORATION �I Rte►M0. 128 E 8akw St-L &ft 190 �. �e�.��-w��w Cofto CA -1121 B ! OiRIS NS OM (714 90-3281 I_ Fm (714 919-m :a te Im 110010 OOoJ oro AIR amv" rC mm M>�fT1O M M CONwLTNU 70 M CL/MT AO AR SJUM m Fol AN A6CQTAIK!PE1110D OF Zea OAYL MY COMM M CLL131T \ \� N• y t - • eNoovaes DUPM T1N Pe UL K t>eoI M 10 M OONEULTArt AND ML OOIMtC1ED AS PART Of M 00f1RLTAlT'! am soDPE OF e0tvm OOIr1EO1 OF DrEm mmo,ED ` AND 01I1ORM0 A"IQ 119 AOCIEPTM10E PUM VAL K a71/QIIM® / Pof AS ADOMO llt I WAM • ' �` M Aeelllon 71R OLLERT AMS 10 M PALUT OIIEIIT P006M elf u9NATDOE.U#AUW AM"OLD M � aoLTANT MAMA=nror I/ AOR oo6T 11CUMM4 IRAMAAE AT10AMYS FM AMOOM OF t�AMY DvoNE. Aq Roux aR 011,A : f} .�_ '.' �'__'_.� - -- _ -i: i M CIA11T�1I1111o7T IM dt SU AUrr MZA,�iO W 1ON�ilE"" "' j` ODIIEIJLTA T M COM LTAIT MMU NO NIMM I M R11M T, 1. Ex11E!of NPUM OF blU MAITARITT AND FrIMM FOR MY PAEI'�E� P1Iot ANI LMa MI�OFlT�011 OVILANY IM t�LTANT K DESCRIPTION OF REVISION DATE CITY APPIMM CITY OF RANCHO CUCAMONGA NTS PHOTOMETRIC PLAN DIAL BEFORE YOU DIG FOR LIVID ANNEXATION 1-800-227-2600 VICTORIA ARBORS TRACT 16372 �N A. APPROVED BY: DATE: PLAY IT SAFE. AT LEAST TWO ~ CITY ENGINEER RCE 24953 DIAL BEFORE WORKING DAYS N PRIOR TO o� � YOU DIG! /JD/Od EXCAVATING F * Withers and Sandgren. Ltd. 10' 2V 40 �fCTR%cl � oRNNN Landscape Architecture PAGE SERVING NINE SOUTHERN CALIFORNIA COUNTIES �AFCAL,� 3N7 0- - V*w eealwoord, she A L-13 of 14 Obndole, CA 91200 '• _ 20' CHEOM Tel: (e1 e) 236-3006 Fa11; (919) 239-3069 DRNNM Ilb. 09/15/04 1958-L PROJECT SHT. NO. OF I PANEL P7 Location: serve Ped. Bus Rating Amps Volts: 240/120 Mounting: Moan CB: 100A-2P 125 kft_aseJ_Wkw. 1/3 FREE STANDING LOAD MFORMATION VOLTAMPS CO RATMG VOLTAMPS LOAD WORMATION Norte Two PH—A LEG A LEG 9 Ckt P CO LEG I CR P pct PH—A LEG A LEG 9 T Nob LOAD POLE LIGIITMG 1 L 174 1 2 20 A 20 1 2 L 174 3 — 20 a 20 1 4 5 1 20 A 20 1 6 7 1 20 a 20 1 6 6 1 20 A 20 1 10 11 1 20 1 B 20 1 12 13 1 20 JA 20 1 14 15 1 20 a 210 1 Is 17 1 20 A 20 1 16 16 1 20 a 20 1 20 21 1 1 20 A 20 1 1 22 23 1 20 a 30 1 24 25 1 20 A 20 1 26 27 1 20 1 9 20 1 21 26 1 20 A 20 1 30 31 1 20 a 20 1 32 33 1 20 A 20 1 34 35 1 20 B 20 1 36 37 1 20 A 20 1 30 36 1 20 a 20 1 40 41 1 20 JA 20 1 42 01 1741 1741 1 A I a 01 0 0 TOTAL G: 174 174 LOAD AKDOIMV OF VA# VA NO 0ON79I000S LOAD X 1.25 3,263 2,610 1 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.25 0 0 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 3 R RECEPTACLE LOAD DWELLING TYPE LOADS X 1.00 0 0 4 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 D DWELLING/RESIDENTIAL SUMI 1 1 3,293 1 &61" CALC'D AMPERES I I PALLM 1 1 7 1 1 127 PANEL P12 Location: Serv. Ped. Bus Rating Amps Vohs•. 240/120 Mounting: Main CB: 10OA-2P 125 Phase 1/3 FREE STANDING LOAD 000WATION VOLTAMPS q RATMG VOLTAMPS LOAD MFORMATIM LOAD two TWO PH—A LEG A LEG a Old P CB LEG ce P Ckt PH—A LEG A LEG B T Nob LOAD POLE LIGHTMG 1 L 174 1 2 2D A 20 1 2 L 174 3 20 a 20 1 4 5 1 20 A 20 1 6 7 1 20 a 20 1 a 6 1 1 20 A 20 1 1 10 11 1 20 9 20 1 12 13 1 20 A 20 1 14 15 1 20 8 20 1 16 17 1 2O A 20 1 16 16 1 20 9 2D 1 20 21 1 1 20 A 20 1 1 22 23 1 20 9 20 1 24 25 1 20 A 20 1 26 27 1 20 a 20 1 26 26 1 20 A 20 1 30 31 1 20 a 20 1 32 33 1 1 20 A 20 1 34 35 1 20 9 20 1 36 37 1 20 A 2D 1 35 36 1 20 9 20 1 40 41 1 20 A 20 1 42 0 174 174 A a 1 0 0 0 TOTAIAM 174 1 1 174 LOAD BREAKDOWN DF VA# VA NOTES LOAD TYPES OONIN)= LOAD X 1.25 3.263 2,610 1 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.25 0 0 2 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 3 R RECEPTACLE LOAD DMELLMG TYPE LOADS X 1.00 0 0 4 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 D DWELLING/RESIDENTIAL Suml 3.263 616 CAL.Cb AMPERES I I f4ALUE3 P11 at ASSOCIATES ntert�uc uattnn• A CAUFORNIA CORPORATION N 05 125 E Dow SbvK Sulo 150 PROWT Cato Mno, CA 62626 CHN ORN 714 546-3251 Fax 7143 516-3252 wesE 011000D OOMXWM W ascTR M FKES All 6116MTT1ED K M CONSULTANT TO M CURT AND ARE SMSTIED FOR AN AOCEPTANCE PERIOD OF US DAYS. ANY DEFECTS M CANT DSIDOVERS DUINO TIM PROM V L K VAPOM 10 M COIOA.TAMT AND VAL K O CIED A6 PART OF M OON6tS.TANT't DMC SCOPE OF MOM 0CWWC1mm OF DOECTS DETECTED AND REPORTED AFTER M ACCEPTANCE PERIOD UL K 00WEPISATED FOR M AD01T1ON&SERMCES. M AM, M CUMT AWEES 10 M PUlEST ERIfi]IT POWTTED K LA% 10 NDEMNNY AND HOLD M OMATANT KNULES6 FROM AW OAMA�. M uUTY OR CM.NYS' CUMM PEA90MAKE ATTORNE Fm ATo oaTS a DEFENM IL AMM FRIOM ANY REUSE OR MODFICATM OF M PLANT NO sPECrtICA M FROM OR WWW M DUENT WRWT M PAW WTTEN AUTH01mi O1 0►M 00WLTANT. M 00WLTANT MMES NO teMMlnM BWER EWMM KOF IRRRC1iANTA6KITY AND FITTERS FOR ANY PAMULAR N NO EVENT SHALL M OOMILTANT K 1RAOE FOR ANY!Alt OF FROM Olt ANY DAYAWL DESCRIPTION OF REVISION DATE CITYA�toum: CITY OF RANCHO CUCAMONGA PANEL SCHEDULES FOR LMD ANNEXATION Q�'')FE / VICTORIA ARBORS TRACT 16372 �N A. APPROVED BY: ) DATE: 1t2E CITY ENGINEER RCE: 24953 N �YT DESW ti�MMENOEo Wlthen and Sondgront Ltd. fCTRDRON Landscape Architecture PACE O[' ee C 3467 Oen view Malevere, Sufi A L-14 of 14 "' CAL 1` Olendob. CA 91208 CHECM Tel: (616) 236-3006 Few. (616) tas-3066 DftkW �jNM L 09/15/04 PROJECT SHT. NO. 25_ OF