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HomeMy WebLinkAbout1938-L DEVELOPER/OWNER STANDARD PACIFIC HOMES LANDSCAPE ARCHITECTURAL PLANS 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 L M D ANNEXATION VICTORIA ARBORS CONTACT: MIKE WHITE TRACT 16373 L . M . D . N0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX W J L - 1 TITLE SHEET Q m .� 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN LANDSCAPE ARCHITECT AND THE CITY. W ��Q' 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 3 CONSTRUCTION PLAN U) � �� L - 4 IRRIGATION PLAN U } h� 3. ALL WORK SHAD_ BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 IRRIGATION PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 IRRIGATION DETAILS / PRESSURE LOSS CALCS 210 FREEWAY � 0 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 TREE PLANTING PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 8 TREE PLANTING PLAN 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 SHRUB / GROUNDCOVER PLANTING PLAN BASELINE RD. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L - 10 SHRUB / GROUNDCOVER PLANTING PLAN RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 PLANTING / CONSTRUCTION DETAILS CHURCH ST. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L - 12 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 13 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) FOOTHILL BLVD. PROJECT 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L – 14 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. L - 15 ELECTRICAL - GENERAL NOTES 6TH. ST. SITE 9. UPON COMPLETION OF INSTALLATION, AN ESTABUSHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L – 16 ELECTRICAL - LIGHTING PLAN ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L - 17 ELECTRICAL - PHOTOMETRICS 10 FREEWAY OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L - 18 I /.Z GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL ELECTRICAL - PANEL SCHEDULES REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER � J j COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Q Q Y Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. Uj Y a 0 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. = J Q Q 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 22 3 * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS 0 H NOT TO SCALE * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS F- LU * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 0 * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS IN THE MAINTENANCE RESPONSIBILITY MAP 13 FIELD,ANMEANIDGOUT ADJUSTED AS SIDEWALKY NECESSARY TO MEE, WHERE T FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKSIS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDA NLK S ECTTOR ANLAYOUT D PROD CTD PLANNER, CONSULTANTS PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS CIVIL ENGINEER: UTILITIES CONSULTANT: * PRIOR TO THE COMMENCEMENT OF ANY PLAITING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. i LONG OG MEADOW DRIVE UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. �I * ANY * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MDS CONSULTING BJ PALMER AND ASSOCIATES — j _ 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA SUITE 921 -- BEFORE YOU DIG W _ DIAL 1-W0 Z'-M IRVINE, CA 92614 SAN JUAN CAP I STRAN O CA 92675 Z LM D AREA -_ _= - - - ' (949) 251 -8821 (949) 487-2555 T LEAST TWO - - -- - - PLAY omJ!FA WORKING DAYS CONTACT: STAN MORSE CONTACT: BRUCE PALMER - - ----- --- PRIOR TO J YOU DIG! EXCAVATING i 0 FREESTONE SERVING NINE SOUTHERN CALIFORNIA COINTIES 1 I COURT i' w , LANDSCAPE QUANTITIES C%ICA1�l LONG MEADOW DR. ARBOR LN. 16373 LOT 'A' 16373 LOT 'E' VICTORIA PARK LN. O O TOTAL SQUARE FOOTAGE: TRAIL ENTRY PASEO PASEO ENTRY J _ r 1 (CORNER) (CORNER) v r• TOTAL ACRES: 0.28 0.06 0.05 0.06 0.07rOy DESCRIPTION REVISION DATEortY of 'rV TOTAL LMD AREA (CORNER ONLY): n/a 2,601 sf n/a n/a 2,840 sf 11-01—I\ � THIS IS LANDSCAPE AREA ONLY 171CITY OF RANCHO ( ) O � � CUCAMONGA TOTAL LMD COBBLE ONLY AREA: a nla 210 sf 326 sf n/a > �' TITLE SHEET TOTAL LMD AREA (Excludes Above Areas): 12,041 sf nla 2,152 sf 2,125 sf n/a LANDSCAPE AREA: 5,237 sf n/a 900 sf 915 sf n/a > VICTORIA ARBORS PAS E OS COBBLE (INCLUDES SIDEWALK OVER 4'WIDE): 3,295 sf n/a 819 sf 819 sf n/a BALANCE OF SIDEWALK AREA: 3,509 sf n/a 433 sf 391 sf n/a FOR LMD ANNEXATION LMD AREA \� COBBLE PERCENTAGE: 38.6 % n/a 47.6 % 47.2 % n/a 1111111111 Pr VICTORIA ARBORS TRACT 16373 TREES: G er M W17' - CERCIS OCCIDENTALIS 28 0 3 3 0APPROVED Ely.0 ENGINEER RCE... �4953� n � GEIJERA PARVIFLORA 12 0 4 5 0 ! � 2 LMD AREA LAGERSTROEMIA INDICA'MUSKOGEE' 0 2 0 0 0 Dem tmooMMErlI j LAGERSTROEMIA INDICA'NATCHET 0 0 0 0 3 * 1 0< * DN, JK Withers and Sandgren, Ltd.DW LIQUIDAMBAR STYRACIFLUA'FESTIVAL' 0 0 0 0 4 Landscape Architecture Fm NOT TO SCALE WASHINGTONIA ROBUSTA 0 3 0 0 0 sgrF �' 3467 Ocea, Vitw Boulevard, Suite A r � DNGlendai., CA 91208 L-1 Of 18 OF C1•I: (1318) 236-3006 rax: (818) 236-3066 DECORATIVE LIGHTS: Not Required Not Required 3 3 Not Required CHE= ottxs in Lw \ - - - - -- - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - L - - - - - -- - - - - - - - - - j - - -- - - - - - - - - - - -? - - - - - -- - - - - - - - - - - - - REFER -- - - - - - - - - - - - -REFER TO PLANS BY OTHERS, FOR to cn REFER TO PLANS BY OTHERS, FOR DEVELOPER -- -- _ REFER TO VICTORIA ARBORS, - 1 PARK: DEVELOPER INSTALLED / LMD m n INSTALLED / PROPERTY OWNER MAINTAINED AREA ---- ARBOR LANE CFD 2001-01 PLANS MAINTAINED AREA to =! I -UU ail C - 2 ' it +tUU 2 O CITY DWG. # 1983 - - -- -- ---- -- - - - - -- �' -- --- -- ---- - ---- -- LONG MEADOW DFIVE - C - 1 1 +-- - - -- ---------- - 6,-vu SIDEYARD — NOT LMD c - 3 c - 4 TYP. r • . • . r r • ■ • . • w r w • • r r • . • ■ —8- !51-60 , _ ■ . _ -_ 7_777 av . ,7, •-' ,-;• >Wit_ • }_ - _ _ ., • • W i \ O ell"lle getilill Will" A� No= A� No= MINOR 0-_ NOW_ mm JWM MUNI!, Ann Attie ]NINE low CIO � lit Q . ANN _ • . . . . . r _ _ • • ----�-__ _ 01 0 LU LU to LIMIT OF W i WALL LOCATION (TYPICAL) - SEE _ ' -- _ W WORK Z "WALL PLANS, VICTORIA ARBORS Z Q � � LIMIT OF WORK TRACT NO. 16312-16314, 16369-16374" J + U) i RETAINING WALL BY OTHERS, SEE V L W "WALL PLANS, VICTORIA ARBORS LLJ Q TRACT NO. 16312-16314, 16369-16374- FOR 6312-16314, 16369-16374"LL FOR REFERENCE ONLY, SEE DETAIL, THIS SHEET. (002' TO 4` RETAINING WALL — SLOPING BACKFILL REFER TO PLANS BY OTHERS, FOR REFER TO VICTORIA DEVELOPER INSTALLED / PROPERTY ARBORS CFD 2001-01 PLANS �S'WP21101 MNOSPfcm M FECTIdW. OWNER MAINTAINED AREA CITY DWG. # 1877 rA1MTFe'Oats1+AMW.vLL g1 �s1�1„d aeP S'AIOItTAR�LeC5/D.At7.11.1� LetFM WA91SQUQEbSntsMk=4MWPINIS00 AAD LP Q"ffS11d.91G/HRON2=MM.WI SM.4011-19. Lu PAI 3' r _ - - ronT1 ►E aw Ps A”..arms.uw rn r2aeI+vr. ___-_ �'v - - _ _ - _ M C 11gPf1EllelIRL17Y6 MW MrIObTDI C*sr _ AG0411STM,11M A[Stag. - - _ - ` Rat AI MMIL.£ O LtrStM7/G1tAtfRSOODVLC W/SE>3d. INOVWAA511NC33 3KliblMISDRAIMASSWM . C - 1 _ _ - MMTBWROM84CR LsirCFWW W/0W'tMRHlS7DP'ORLGtML ! QC - 2 _ _ - - - - - - - RIOY"PROM Shtl WOlLomC0IkSIftx70M w - c - - _ - - - - - - O w - • _ SON __� ��--- - - - - - - - - - - - - - '' i- 1� " G MEA - 4 TYP. -- - - - - - - - - - - - -- - - - - - *14to_T/CoaMr. eeu aw tleu aRautm w �Ow �- Ott 111111113MIDM 'E'verr mo[a► G - - . rave -- - 4 -n"- .. raw — — MOpIT Aw r c�tm IMM •moE a J _ r our trt x retr r*t tt/tOF.a/a _ w _ FORK-ILM 10 DRAM.WA ERPRW Q __ . - _ L •, t WIME ar WALL e/ore Yw7ERstov. MALLS r-r!UO9t MAY UX OM HEAD AN, W/I CF.3/1r OPLAVELrano • ` - _ ' - X REFER TO Q p r►4►z (-." WALL RETAINING WALL BY OTHERS, SEE - VICTORIA ARBORS "WALL PLANS, VICTORIA ARBORS _ . - - _ _ ! SIDE YAR D — N 0 T LM TRACT NO. 16312-16314, 16369-16374- - ' - - _�_ CFD 2001-01 PLANS 0 FOR REFERENCE ONLY, SEE DETAIL, CITY DWG. #1877 V - --- LU THIS SHEET. _ -� W � A B C D DOWEL E 1/ERT F BAR WALL LOCATION (TYPICAL) - SEE U \� 2-8 2'-3 N/A 2 4�J41N/ A N/A T2-°� N/A of•3Y O/C rr— "WALL PLANS, VICTORIA ARBORS " �� '' � Y � � 3'-4 2'-3 s" „ a' TRACT NO. 16312-16314, 16369-16374- i • V a �,�, \ 4_O '-s" s" �'°`�?'�rJ j4W2 °�c #0e,2.°/c,-r- � r O ILIMIT OF WORK \ 4'a '-9' s P06,° J �'�'a"°/c #0 0'2"°/c r� LIMIT OF WORK �= NOTE: RETAINING WALL WILL BE AN EXISTING CONDITION FOR THIS PROJECT. ALSO REFER TO "WALL PLANS, VICTORIA ARBORS NOTE: TRACT NO. 16312-16314, 16369-16374-THIS DETAIL PROVIDED AT CONSTRUCTION LEGEND TYPICAL - ALL GRAY TONE HARDSCAPE DESIGN IS SHOWN THE REQUEST OF THE CITY OF RANCHO CUCAMONGA. (5/5/2003) FOR REFERENCE ONLY SEE CFD 2001-01 CITY DWG. NOS. 1983 C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS AND 1877 FOR ADDITIONAL INFORMATION AS NECESSARY. KEY MAP TYPICAL RETAINING WALL SECTION C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAMONGA STANDARD A r LONG MEADOW DRIVE DETAIL 542 (SEE DETAIL A, SHEET L-11) C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. Cffy CONCRETE MOWCURB ON ALL EXPOSED EDGES OF �. - - - DESCRIPTION OF REVISION DATE APPOWYM COBBLE AGAINST PLANTERS (SEE DETAIL B, } o SHEETL-11) - - - - - - - - __ _ _ i \ �N '.�Pf ilZ W,rP CITY OF RANCHO CUCAMONGA W O _� s C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS g � �( � � � � S CONSTRUCTION PLAN W ! VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIG ; e BOULDER SCHEDULE 1-800-227.2600 sT�TF ��� FOR LMD ANNEXATION ° -- ( VICTORIA ARBORS TRACT 16373 SEE DETAIL A, SHEET L-11 —_e CHURCH STREET �\��` �� J 4 I 0 = Y DIAMETER BOULDERS APPROVED 8'Y: OJ1TE: PLAY IT SAFE. AT LEAST TWO �� �� h'% CITY ENGINEER RCI:: 24953 • = 2' DIAMETER BOULDERS WORKING DAYS DIAL BEFORE PRIOR TO \ DEMON PEDOwENDED O _ " YOU DIG! / 18 DIAMETER BOULDERS o EXCAVATING \`T 0 10' 20' 40' DN, JK Withers and Sandgren, Ltd. �C-5 DRyMN Landscape Architecture 'MyOE NOTE: BOULDERS BETWEEN THE STREET SERVING NINE SOUTHERN CALIFORNIA COUNTIES NTS CHURCH STREET 31e� o�.a� �.. CA 91208 rd, s"If. A L-2 Of 18 CURB AND THE SIDEWALK SHALL NOT BE �1 Glendale, CA : (81 r.i: (eye) 236-3008 Fax: (ts,e) 238-3086 1 = 20' CHEM= DIEMM�q N0. TALLER THAN 24" ABOVE FINISH GRADE. � 10ro4N4 - L aHEET D _a i F4k C LIMIT OF ,FREESTONE COURT LWO KF OVF C WORK REFER TO VICTORIA CO j , ARBORS, ARBOR LANE, -- CFD 2001-01 PLANS, j CITY DWG. # 1983 LIMIT OFWALL LOCATION (TYPICAL) - SEE j WORK •� "WALL PLANS, VICTORIA ARBORS j WALL LOCATION (TYPICAL) - SEE C - 1 j I - ' TRACT NO. 16312-16314, 16369-16374" _ "WALL PLANS, VICTORIA ARBORS I — TRACT NO. 16312-16314, 16369-16374" C - 2 REFER TO VICTORIA ARBORS + CFD 2001-01 PLANS, CITY j LU U j II STREET R.O.W. DWG. # 1877 j Z Z RUNS ALONG WALL) _ I_j Q LIMIT OF J , C - 3 WORK ' C - 3 , Q O - SECTION B-B - QZiLL mHEET L-11 - i . ! 0 ' STREET R.O.W. (� SECTION A-A-11 / SEE C S (RUNS ALONG WALL) HEET L - 5 TYP. LIMIT OF C - 5 TYP. WORK LIMIT OF LIMIT OF ,�A - - -- LIMIT OF _ - WORK WORK 12R WORK — - - - - - - - - - -- — — - — - — — I_ U REFER TO VICTORIA ARBORS ' REFER TO VICTORIA ARBORS CFD 2001-01 PLANS, CITY CHURCH STREET 4 CFD 2001-01 PLANS, CITY DWG. # 1-01 _4 CHURCH STREET DWG. # 1877 TRACT 16373 LOT 'A' TRACT 16373 LOT 'E' KEY MAP LONG MEADOW DRIVE I - - - - - - - s ; � \ \ 1 w -- 8 CHURCH 3TRILFI\ �\ f r \ C \ NTS CHURCH STREET DESCRIPTION OF REVISION DATE Aran PIlOiVEDe CONSTRUCTION LEGEND jiM. WITJIDSCAPp CITY OF RANCHO CUCAMONGA C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS ' CONSTRUCTION PLAN C - 2 RIVER WASHED GRANITE COBBLES PER .9 ; Call ITY OF RANCHO CUCAMONGA STANDARD * * VICTORIA ARBORS PASEOS DETAIL 542 (SEE DETAIL A, SHEET L-11) BOULDER SCHEDULE DIAL BEFORE YOU DIG 61% e �\P FOR LMD ANNEXATION C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. SEE DETAIL A, SHEET L-11 1-800-227-2600 F of cAv�` CONCRETE MOWCURB ON ALL EXPOSED EDGES OF Q = Y DIAMETER BOULDERS VICTORIA ARBORS TRACT 16373 COBBLE AGAINST PLANTERS (SEE DETAIL B, APPROVED BY: DATE: SHEET L-11) • = 2' DIAMETER BOULDERS AT LEAST TWO CRY ENONEER RCL- 24953 o = 18" DIAMETER BOULDERS PLAY IT SAFE. WORKING DAYS DEBW PEDOMMENDED C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS DIAL BEFORE PRIOR TO DN, i Withers and Sandgren, Ltd. C - 5 PEDESTRIAN LIGHTING (LOCATIONS ONLY), REFER TO NOTE: BOULDERS BETWEEN THE STREET YOU DIG! EXCAVATING 0 10 20 40 Landscape CURB AND THE SIDEWALK SHALL NOT BE a Architecture oe SHEETS L-14 - L-18 FOR ELECTRICAL PLANS. 3467 Ocean View Boulevard, Si DN TALLER THAN 24" ABOVE FINISH GRADE. Glendale, CA 91208 L-3 Of 18 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1. _ 20Tel: (eta) 236-3006 Fa:: (818) 236-3066 CFE�CCI�D Ofry1Mm N0. LW 10104/04 S -L Cr i - - - - -- - - - - - - r I -- -- - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - �L - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - -- - - �- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -�- - - -- - - -- -- - - - - - - - - - - _ _ - REFER TO VICTORIA ARBORS, �6�0� REFER TO PLANS BY OTHERS, , FOR REFER TO PLANS BY OTHERS FOR DEVELOPER - ARBOR LANE CFD 2001-01 PLANS, lc PARK: DEVELOPER INSTALLED / LMD INSTALLED / PROPERTY OWNER MAINTAINED AREA -------___ CITY DWG. # 1983 � ,J �� j-rj� MAINTAINED AREA 14 t UU 786 1 27 41 S I D E YA R D — NOT LMD 6�� 6� '�6� '�6� '�6,� 112 '�6� LONG4EA_ DOW �(� e �p 9 1887 -24 37 �s �c DRIVE AA6 r� �� r� �ia� Ego, T 9 �r'6' \ c 5 �? Ai f6 — ---_ � ' J ' J .n= Jit `_ - - — - .,,, -, . -. � r } � - _- .1,.J- ,."..-. _ -- - "- - •�Y -`J - Jam. G"- —ALV aw 40 y , W _ 9� AN Z ----o--- ��2y� —f-+Pfd O z - - - - - - - - - - - _ +�► c • I w I as .s •aa Yce :-> n x rw4r . •' • - - ir"s fin! ,.-- #A-* ef+ ria r: Now m C13 LIMIT OF o • -_ m W �� �. __ W WORK - - i, U WALL LOCATION (TYPICAL) - SEE �� ��� y . ��� - W i "WALL PLANS, VICTORIA ARBORS REFER TO SHEET L-6 FOR IRRIGATION NOTES. SLEEVING NOTE: �� ,, Z W LIMIT OF WORK TRACT NO. 16312-16$14, 16369-16374" CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND TYPICAL: CONNECT NEW MAINLINE TO i Z C- GENERAL VALVE/QUICK COUPLER NOTE: LATERAL SLEEVES 12" BEYOND HAIRDSCAPE INTO i >- CONTRACTOR SHALL NOT INSTALL ANY VALVES OR PLANTER AREA. NO SLEEVES TO BE TERMINATED U EXISTING GATE VALVE PROVIDED UNDER �- I UNDER HARDSCAPE. CONTRACTOR WILL BE L VICTORIA ARBORS CFD - ARBOR LANE m I QUICK COUPLERS IN COBBLE AR1EAS. CONTRACTOR Q i + RIESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE W (CITY DWG. # 1983) j ' SMALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. W i l I i PRIOR TO INSTALLING SLEEVES. REFER TO PLANS BY OTHERS, FOR DEVELOPER INSTALLED / PROPERTY OWNER MAINTAINED AREA W - 0 _ OIG MEAD - ' - - _ l - - _ _ DIAL BEFORE-2YOU DIG ', _ ow W rc Cl) - - - - - - - _ W '� '�6 809 —25 ' / _ — - - - _ _ _ _ _ - - Ij� - - - - / PLAY IT SAFE. AT LEAST TWO • •pp ____ -_ — — — -- — — — — — -� � DIAL WORKING DAYS W , . +�► TO 1172 -2s 42? ---; -_ --_ �' LV YOUD�ORE EXCAAVATIN Z �_ — 6� _ _ _ • S T , _ °y Z SERVING NINE SOUTHERN CALFORNIA COUNTIES - _ KEY MAP �•- �'_�-�- - - s r0 X60 , --___ � Of -t- _ ,r. I � LONG MEADOW DRIVE CD A0 o _ - -- - - - ----- - ----- --- i c REFER TO VICTORIA -- ''�` : _- ! RD NOT LM S{DEYA8r� ,�, ARBORscFD2001-01 - V PLANS, CITY DWG. # 0 ! as� - - _ - 1877 V CL WALL LOCATION (TYPICAL) - SEE �� " W "WALL PLANS VICTORIA ARBORS 'I W N . 16312-16314, 16369-16374- TRACE O ' U i I � LIMIT OF WORKI B CHURCH $MET AIL C SYMBOL MFG. MODEL DESCRIPTION DETAIL POINT-OF-CONNECTION. "K - L" N IRRIGATION LEGE D W _ - " _ SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL 00 0 EXISTING 2 WATER METER (Refer to Victoria Arbors, Arbor Lane CFD 2001-01 Plans, City Dwg. # 1983, Sheet L-8) m RAINBIRD 1812-SAM-PRS-5 H 12" POPUP SPRAY HEAD 30 5' .20 FJ / CHURCH STREET " - - EXISTING BOOSTER PUMP - " NTS m RAINBIRD 1812-SAM-PRS-6 VAN 12 POPUP VARIABLE SPRAY HEAD 30 6 .37 - 1.2 F � © METER SIZE AND ELEVATION: 2 Meter, Elev. Approx. 1261.30 0 RAINBIRD 1812-SAM-PRS-8 H 12" POPUP SPRAY HEAD 30 8' .52 F o N � © - - EXISTING PRESSURE REGULATOR DEVICE �S RAINBIRD 1812-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1.70 F '- vi MAX FLOW: 70 GPM (POC "K - L", ARBOR LANE PLANS) 0 - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE - STATIC PRESSURE (HIGH/LOW): H 70/ L 63 DESCRIPTION OF tZE1lISi0N DATE SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL �`' _ _ _ HGL: 1408 ���� SS EE EXISTING MASTER VALVE ,APE RAINBIRD PESB-PRS-D-NP-HAN. REMOTE CONTROL VALVE W,,( IONS-S8TABLELVE HANDLE. RIZEQUAS A • o K - - EXISTING 40 STATION IRRIGATION CONTROLLER _ SYSTEM DESIGN PRESSURE: 103 psi (PUMP REQUIRED) M. wires JCITY OF RANCHO CUCAMONGA NOTED INSTALL IN PUR 1 C4 g O RAINBIRD 33DNP 3 " QUICK COpUUP R WyyIITH Lp�KING CO R B _ _ EXISTING FLOW METER _ SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA INSTALL IN PURPLCARSON VALVE BOXbR EQUAL) DATE INFO OBTAINED: 12/5/2002; 04/28/2003; 09/02/2003 IRRIGATION PLAN H EQUAL OR Tu-2-0901 PVC BALL VALVE - UNE SIZE C VALVE SIZE THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE FUTURE TO IrUre SPE * VICTORIA ARBORS PASEOS PRESSURE PVC MAIN UNE - SCH. 40 FOR 1-1/2" AND UNDER p Sp, FT, 2• sy e �r — — INE CL 315 FOR 2" AND LARGER - SEE PLAN FOR SIZE 62 GPM RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH RECLAIMED SYSTEM 'ATF FOR LMD ANNEXATION OR EQOF OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE B14 AL ERTLINE SCH. 4o NON-PRESSURE LATERAL UNE - SEE PLAN FOR SIZE p VALVE NUMBER (PER HUGO BORJA, CCWD, 4/24/2003); PUMP HAS BEEN DESIGNED TO VICTORIA ARBORS TRACT 16373 ALOR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE APPROVED COMPENSATE FOR STATIC PRESSURE NOT LOWER THAN 5OPS1) PVC SLEEVE - TWICE UNE SIZE MINIMUM (USE 6" DIAMETER PIPE " CITY ENGINEERB�. i ��24953U� ANY APPROVED SCH. 40 AMD SMALLER MAINLINE ESTREET CROSSINGSR REhAIMEDR(PURPLLE) PIPE 2 E IRRIGATION MAINLINE NOTE: 000N VAooMMDM WITH PURPLE WARNING TAPE MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED WITHIN DN. JK Withers and Sandgren, Ltd. T W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PLANS E LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, INSTALL IN 6" DIA. 0 10 20 40 oaWM Landscape Architecture � SCH. 40 PVC SLEEVES. 3467 o<bn w.w ��ro, swr. A L-4 of 18 NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. NOTE: ALL MAINLINE PIPING TO BE INSTALLED 18" IN FRONT OF SIDEWALK WITH A MINIMUM COVERAGE OF 24". CONTRACTOR TO c►.rc� 1" = 20' r.i: (aye) 23e-3006 sooe rax:: (81�e�a) zse-sole PROVIDE NON-POTABLE WARNING TAPE 6" ABOVE PIPING ENTIRE LENGTH OF PIPE. � Dike 1q Ift LW 1w" sir 1�a B C - FREESTONE COURT F�kC O V i REFER TO VICTORIA _� — S 4 COU J ARBORS, ARBOR LANE, r i CFD 2001-01 PLANS, CITY DWG. # 1877 MIT OF � ,LIMIT OF ORK i WORK 'Y4 y44 44 tc �o LIMIT OF � 4 s ��oo 0 tc WALL LOCATION (TYPICAL) - SEE WORK �p e `�40 �`� �4 -WA�CI,PLANS VICTORIA ARBORS � { WALL LOCATION (TYPICAL) - SEE 5�. 6� 0 48 o "WALL PLANS, VICTORIA ARBORS3B TRACT NO. 16312-16314, 163666*416374" — W TRACT NO. 16312-16314, 16369-16374" Z ' REFER-TVICTORIA ARBORS i g CFD 200141,PLANS, CITY W ii STREET R.O.W. DWG. # 1877 Z RUNS ALONG WALL Q 1 1 2 1 2 LIMIT OF g5 845 31 ? 103 G7 36 WORK Q G6 TYPICAL: CONNECT NEW y4 O \ 0`I'. TYPICAL: CONNECT NEW MAINLINE y4 y• 1'4: TYPICAL: CONNECT NEW y� r �r AND VALVE CONTROL WIRES TO +y4 % MAINLINE AND VALVE MAINLINE AND VALVE �'4 1250.34 ,Y4 O a�� EXISTING STUB OUT PROVIDED 2 CONTROL WIRES TO CONTROL WIRES TO f Et Hj9h Head V \ EXISTING STUB OUT EXISTING STUB OUT a 4 Q y. UNDER VICTORIA ARBORS CFD PROVIDED UNDER TYPICAL: CONNECT NEW E/e � / > 2001-01, CITY DWG. NO.1877. VERIFY PROVIDED UNDER V. ES VICTORIA ARBORS CFD r4890 MAINLINE AND VALVE at X250 8 �S CONTROLLER LOCATION WITH CITY NP' VICTORIA ARBORS CFD Hp CONTROL WIRES TO H�9h 8 .� � REP. 4.25 2001-01, CITY DWG. 2001-01, CITY DWG. \FS EXISTING STUB OUT dead c & NO.1877. VERIFY NO.1877. VERIFY t y. � _ PROVIDED UNDER LIMIT OF � o 4 is CONTROLLER LOCATION CONTROLLER LOCATION d LIMIT OF WORK �. LIMIT OF 2 WITH CITY REP. VICTORIA ARBORS CFD WORK ��e�',1r Coo WITH CITY REP. " � WORK 2001-01, CITY DWG. p • �� G a��►�9 LIMIT OF _ _ ?4 90 - _ �� NO.18'77. VERIFY \y 4 O t WORK - - --�- �* 1254 05 � - _ _ �• � 1�1 CONTROLLER LOCATION y� 2 FS 'Y4' o FS — — *• °c WITKCITY REP. S26— A - 1254 2642 1 t 2 50 .s,� c 2,=• 2!12• --- o - -- 2828 - 2 54 REFER TO VICTORIA ARBORS CHURCH STREET REFER TO VICT RIA ARBORS �� O— '` � � CFD 2001-01 PLANS, CITY .� STREET R.O.W. CFD 2001-01 PLANS, CITY CHURCH DWG. # 1877 DWG. # 1877 °��, RUNS ALONG WALL STREET TRACT 16373 LOT 'A' TRACT 16373 LOT 'E' IRRIGATION LEGEND POINT-OF-CONNECTION "G„ IRRIGATION MAINLINE NOTE: KEY MAP MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL (Refer to Victoria Arbors CFD 2001-01 Plans, City Dwg. # 1877, Sheet L-49) FOR GRAPHIC CLARITY ONLY. MAINLINE SHALL BE r 4 m m RAINBIRD 1812-SAM-PRS-5 Q,H,F 12" POPUP SPRAY HEAD 30 5' .10, .20, .41 F ; ` z LONG MEADOW DRIVE INSTALLED WITHIN LANDSCAPED AREAS WHEREVER m RAINBIRD 1812-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1.2 F POSSIBLE. WHERE MAINLINE MUST RUN UNDER , -- 0 o0 RAINBIRD 1812-SAM-PRS-8 Q,H,F 12" POPUP SPRAY HEAD 30 8' .26, .52, 1.05 F METER SIZE AND ELEVATION: 2" / Elev. Approx. 1254.64 COBBLE OR ACROSS ROADS, INSTALL IN 6" DIA. SCH. 40 - _ _ _ _ = s = _ - - " MAX FLOW: 70 GPM (VICTORIA ARBORS CFD 2001-01 PLANS) PVC SLEEVES. - - -- IQS RAINBIRD 1812—SAM—PRS-8 VAN 12POPUP VARIABLE SPRAY HEAD 30 8 0.72 — 1.70 F STATIC PRESSURE (HIGH/LOW): H 71 / L 66 ,w A • RAIN8IRD 1812—SAM—PRS-10 Q,H,F 12" POPUP SPRAY HEAD 30 10, .39, .79, 1.58 F _ — HGL: 1408 NOTE: ALL MAINLINE PIPING TO BE INSTALLED 18" IN Y RAINBIRD 1812-SAM-PRS-10 VAN 12" POPOP VARIABLE SPRAY HEAD 30 10' 0.75 - 2.60 F SYSTEM DESIGN PRESSURE: 105 psi (PUMP REQUIRED) FRONT OF SIDEWALK WITH A MINIMUM COVERAGE OF V V RAINBIRD 1812-SAM-PRS-12 Q,H,F 12" POPUP SPRAY HEAD 30 12' .65, 1.30, 2.60 F 24". CONTRACTOR TO PROVIDE NON-POTABLE m RAINBIRD 1812-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12 0.65 - 2.60 F SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA WARNING TAPE 6" ABOVE PIPING ENTIRE LENGTH OF O ♦ RAINBIRD 1812-SAM-PRS-15 Q,H,F 12m POPUP SPRAY HEAD 30 15' .92 1.85 3.70 F DATE INFO OBTAINED: 12/05/2002 / 04/28/2003 / 10/16/2003 PIPE• r y ! I ac I� ' IL'� M RAINBIRD 1812—SAM—PRS-15 VAN 12" POPUP VARIABLE SPRAY HEAD 30 15' 0.92 — 3.70 FGENERAL VALVE/QUICK COUPLER NOTE: v', I THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE FUTURE SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH RECLAIMED CONTRACTOR SHALL NOT INSTALL ANY VALVES OR EXISTING 2" WATER METER - SYSTEM (PER HUGO BORJA, CCWD, 4/24/2003); PUMP HAS BEEN DESIGNED QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR J SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. B �=TcHURCH sTR>:ET\ TO COMPENSATE FOR STATIC PRESSURE NOT LOWER THAN 5OPS1) - - EXISTING BOOSTER PUMP - � SLEEVING NOTE: ;I © - - EXISTING PRESSURE REGULATOR DEVICE _ CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND \ S� 0 - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE - LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO 'T,\ PLANTER AREA. NO SLEEVES TO BE TERMINATED / CHURCH STREET - - EXISTING MASTER VALVE - UNDER HARDSCAPE. CONTRACTOR WILL BE NTS U RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE EXISTING 12 STATION IRRIGATION CONTROLLER - PRIOR TO INSTALLING SLEEVES. - - EXISTING FLOW METER - REFER TO SHEET L-6 FOR IRRIGATION NOTES. RAINBIRD PESB-PRS-D-NP-HAN. REMOTE CONTROL VALVE W/ 'NON-POTABLE' HANDLE, SIZE AS A NOTED - INSTALL IN PURPLE CARSON VALVE BOX (OR EQUAL) �, p�Jp�R yy L �� G R DESCRIPTION OF REVfS10N DATE MWRD p; 0 RAINBIRD 33DNP VIM INKPURPLE CAROiO 0ACLT BOX�bR EQUAL) B VALVE SIZE M. wirP� '�'$+ CITY OF RANCHO CUCAMONGA SQ. FT. 2 r H SPEARS OR TU-2-0901 PVC BALL VALVE — LINE SIZE C B14 62 GPM " sus?' EQUAL VALVE NUMBER AL PRESSURE PVC MAIN UNE — SCH. 40 FOR 1-1/2" AND UNDER, D IRRIGATION PLAN ALERTLJNE EQUAL CL 315 FOR 2" AND LARGER — SEE PLAN FOR SIZE OR RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE ALERTUNE SCH. 40 NON—PRESSURE PVC LATERAL LINE — SEE PLAN FOR SIZE D * D * VICTORIA ARBORS PASEOS OR EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE s �� PVC SLEEVE — TWICE LINE SIZ E 6" DIAMETER PIPE DIAL BEFORE YOU DIG r�+rF FOR LMD ANNEXATION T ANY APPROVED SCH. 40 � MINIMUMU( � 1-800-227-2600 � -— — - AND SMALLERAT AT STRENE ET CROSSINGS)RE�LNMEDR(PURPLE) PIPE 2 E D VICTORIA ARBORS TRACT 16373 WITH PURPLE WARNING TAPE APPROVED BY: DATE: /v///6;-/- W.S. ANY APPROVED SCH. 40 PVC WIRE SLEEVE — SIZE AS NOTED ON PLANS E AT LEAST TWO C" ENGINEER RCIF—' 24953 NOTE: INSTALL PURPLE "NON—POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. PLAY IT SAFE. WORKING DAYS osfsoN 111900wENIM DIAL BEFORE PRIOR TO YOU DIG! � EXCAVATING 0 10' 20' 40' DN, JK Withers and S a n d g re n, Ltd. � Landscape Architecture Fm ON 3467 Ocean Vi.w Boulevard, wk• A L-5 of 18 rla,dal•. CA 91208 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1" _ 20, T•l: (818) 236-3006 Fax: (818) 236-3066 CFEICIsD OIII1N�10 iN0. Lw 10AMM4 -L i PROJECT NAME: VIctorla Arbors-LMC Tract 14373 PROJECT NAME: Victoria Arbors-LMD Tract 16373(Lot'A') Lertg MradowDrive Paseo(Church Street to Freestone Court) !3-0481 03-0481 TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 4V ELLS Valve#4 K46 Valve E IGO iMI-POT M 10 ME WD(PI" SCH 40 PNC MALE ADAPTOR 4~.142 GPM: 31 a LAYER OF UM NF-POP SLIMS NEAR OW SET 10 SCH 80 PVC UN04 ''sN,w trr� wA t11111M 11MER iMt1' 1/4 II M f1O WCEE B COVER PVC NIPPLE CONt_%5 o 1PWR F OAO STATx PRESSURE High: 70 STATIC PRESSURE High: 71 FROM Ia0 - (PI .E NROLM �ON�ADLE4EiCHED -IRRIGATION GATE- ELECTRIC CONTROL VALVE 4W +'"� ' � (CARSON OR PLASTIC VALVE BOX (PURPLE NON-POT Low. 63 Low: 66 '�Y :.�':� :3N N��Y;� s� ,3M�N�N -FN$N SOL WIVE£ 33 i �.w 1!(y' "G,�•T.mo i' w^w!'ter�-,. �: �'•C,S•C';i- {Yt� MARKED RfrtRfATtON \,•..,• .,,.t 1 PersorlBpOkentD RWsdI SilrO Person Spoken t0 Russell Si" Company: CCWD +� FM�Nsfi �� (CARSONETCHED WITH CONTROLLER � Company: CCWD Phone Nunber 987-2591 E AND VALVE SEOUENCE Phone Number 987-2591 ro ` Date: 12/5/2002 Date: 12x5/2002 it. FISH GRADE HIS 1408 HG 1408VALVE - 1 Total - 1 r OR Sim E Toll Equipment Size Lonath GPM PSI Loss WEDGE - ' ON uMOEit 1A>tm Meter 2" 42 IAO SIDEWALK Meter 2" @ 31 0.80 C17KTm N� @ � Service Line @ 31 0.00 VALVE Sella Lim @ 42 000 Backllow Device 2" ® 31 12.00 BackllowDe eVke 2" @ 42 12.00 Pressure Regtlalor @ 42 0.00 Pressure Regulator @ 31 0.00 Mok*w 2-1/2' 877 @ 42 4.91 Mainline 2-1R" 174' @ 31 0.54 3' I- LOOP EXPANSION (MIN. LOW) 2" 43' @ 31 0.33 3' 3• Master VaM Y @ 42 0119 Master Valve 2' @ 31 0.53 FLOW VALALVSS ANGLE EE Flow Sensor 1.5' @ 42 0.50 Flow Sensor 1.5" ® 31 0.50 io 3 WASHED Osle,lsal Valve Y @ 42 5.00 GatedBall Valve 2" @ 31 2.00 Control VOM 1-1 @ 42 3A2 Control Valve 1-1/2" @ 31 3.60 CieuShlED LalerdLllles•Sch.40 2" 2' @ 42 0.03Lateral Lines-Sch.40 2" 4' @ 31 0.03SCH 80 PVC NIPPLE 1.11r 37 @ 26 0.65 1-1R" 0' @ - 0.00 SCH ogsSCH 00 UNION 1-1/4' 86' @ 22 2.34 1-1/4" 7' @ 14 0.08 rWK*U !q' >. �Q. CONTROL �1' 35' @ 11 1.00 1" 5' @ 12 0.17E IINIIDI!0'SIAEfT Ell pSUBTOTAL: 3K" 31 @ 831b9 SUBTOTAL: 3/4' S3 @ 6 1.22.67PFE NON-"AW91 NIM-Row Lmt 4_ ��n N1N-WtMi EgIRiED 3 4• NASFIED CRUSHED Lou throughfRtAlgs 10% 3.34 Loss through filings 10% 2.22 TE I� Sprtrt*W head PSI neethd 30.00 Sprinlderhead PSI needed 30.00 ice. PLACE AGGREGATE PRIOR To wSrALlAigN OF VALVE Boot. SCH �S� NONE 7 2. INSTALL CONTROL VALVES A Mall. OF 12• FROM STRUCTURES OR HARDSCAPING. Eievallonchol 2.18 11 0.94 Elevation change -0.59 It X !All 1A26 1. I=I�i�r 10 r IM WK IrO9t3P116, L1o45'naPs, 3. INSTALL VALVES M PLANT SM WHERE EVER POSSIBLE NEXT TO MEWALKS. PRESSURE SUPPLY UNE AT RIGHT 4PLACE VALVE SO EDGES OF LOBI. . ot ANGLES TO STRUCTURES OR HA RDSCAPMIG. TOTAL BnTEMLOSSEs: 47.71 TOTAL SYSTEM LOSSES: 64.14 NO 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOK• 1.INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HAROSCiAPING. Z USE TL}W T1FE Oil Al lt)Kf 11MiE V 6. ATTACH METAL VALVE IDENT FI AMNI TAG WITH APPROPRIATE CONTROLLER AND 2.INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOWI 1ITATIC PRESSURE AVALMLE: 63.00 LOWEST STATIC PRESSURE AVAILABLE: 66.00 a FEC IFAS R IIIERRItI Y PRfS51l��' VALVE NUMBER. 3.PLACE VALVE BOD( AT RiGHT ANGLES TO STRUCTURES OR HARDSI',APING. PRESSURE BOOST FROM VARIABLE SPEED PUMP CED PLC 43.00 PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"G" 38.00 F�11t1�AS 9 NINON O 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. {PER ► ) 4. iIFAD COMECIiON 10 8OTf0Il INLET OILY. BOOST CAN BE SET UP TO 51 PSI BOOST CAN BE SETUP TO 51 PSI 5. ATTACH PLASTIC IOENTiFX:A710N TAG WiTH APPROPRIATE CONTROLLER AND VALVE NUMBER• TOTAL RESWAL PRESSURE: 382E TOTAL RESIDUAL PRESSURE: 49 86 CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 15-20 PSI CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE I&M PSI L PRESSURE LOSS CALC "E" I PRESSURE LOSS CALC "B" F HI-POP SHRUB SPRAY - STD. 539 C BALL VALVE - STD. 518 (RECLAIMED) A CONTROL VALVE-STD.520 (RECLAIMED PROJECT NAME: Victoria Arbors-LMD Tract 16373(Lot'E') Paseo(Church Street to Elk Cove Court) 03-0481 IRRIGATION NOTES ITS- ROUND PLASTIC VALVE BOX Air COVER: Valve• G7 'SNAP-TWATERPROOFPURPLE NON-POTABLE). ETCHED -OC- STRUCTURE OR 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF GPM: 36 CONNECTOR OR EOUAL (CAR" OR EOUAL) HAiRDSCAPING CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE WIRE SERVICE INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE STATIC PRESSURE High: 71 ENOL WIRE TEXTEND WIRE A(LOOP3;D � g a' MIN CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. Low: 1 66 1 BUNDLE 6" ABOVE MADE) AT GRADE IN LAWN 1 ") Poison Spoken to: Rlssdl Sura SPLICE BOD( COVER WITH FINISH GRADE 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE Canpary: CCWD LOCKING TOP ETCHED 'W iR 17 REGULATOR(iF REQUIRED),FOLLOWED BY BACKFLOWumber PREVENTION DEVICE,FOLLOWED BY A FLOW Phone N 967-2591 METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER Date: 1 2(5(2002 ` '"�' CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. HG 1408 AT BAICKFILL SEE ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Total 3 IN SPECSFOR MATERIAL Equipment She Len GPM PSI Loss 909 COMPACTION RE0UI RED 33 DNP QUICK 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-2(SIZE 1 + 'DO NOT �e'�' wOOOUHPUJII VALVE THROUGH B)STAINLESS STEEL ENCLOSURE WITH LOCK,AND SHALL BE INSTALLED PARALLEL TO THE Meter 2! @ 36 1.00 a WARNING �t N TOP OF Rl1 8 CAP STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Service Line ® 36 0.00 STAINLESS STEEL Backllow Device 2" ® 36 12.00 f NONaESst LATERAL LINE. SCREVCLAW 4.THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR Pressure Regulator @ 36 0.00 12' x 18' GREEN PLASTIC METER 3 SCH. 40 SNAKE PIPE IN MINIMUM (3) PLACES DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID Mainline 2-1R" 906'1 Q 36 3.62 BOX. CARSON OR EQUAL 14 TRENCH 3/4' WASHED ANY ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LINES 2" 41' @ 36 0.42 �, D AND EQUIPMENT,AND ARCHITECTURAL FEATURES. Master Valve 2" 38 0.53 PRESS<lRE SUPPLY ` AGGREGATE BAS A"''6 ® S M. 40/a. 315 SNAKE Flow Sensor 1.5" ® 36 0.50 PIPE IN TRENCH 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR GatedBall Valve 2" @ 36 2.00 SCM 40 BRASS NIPPLE TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION Control Valve 1-1R" @ 38 3.06 CONTROL W - BUNDLE iv AND TAPE AT IV O.C. AND SCM 40 BRASS NIPPLE - IMMEDIATELY TO THE CITY. Lateral Lines-Sch.40 2" 2' @ 36 0.02 INSTALL AD,ACE NT TO 24" LANG 1-1R" 0,16 - 0.00 - - - - PRESSURE SUPPLY UNE 6.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES 1-1A1" 10' @ 19 0.21 AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST 1" 22' @ 11 0.63 6- TYP. B r MIN.AFSAM TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 3/4" 5 0.65 Z24VOLT WIRES. TAPED AND 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE SUBTOTAL: 24.64 BUNDLED AT 15 FT. INTERVALS SCH 40 BRASS 11111T ELL WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION2 W. FT. PEA GRAVEL SCH BO PVC 90PAND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT Loss through Attirigs 1_0%__1 2.46 NOTA STREET ELL SCH 40 BRASS 908 INITIAL CONSTRUCTION• SprinWer head PSI needed 1 30.001 1. PIGTAIL AND LOOP CONTROL WIRE AT YQ CHANGES IN DIRECT10N. PRESSURE SUPPLY SiREET Ell Elevation change x.24 t -1.84 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER tr M. DEPTH LINE FITTING REBAR STAKE 8.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITHI THE TOTAL SYSTEM LOSSES: 5526 3" AND LARGER 24" MIM. DEPTH PRS SUPPLY LINE (4- LONG) SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION 3 ALL PVC PIPING TO MEET RECLAIMED NATER STANDARDS. CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF LOWEST STATIC PRESSURE AVAILABLE: 66.00 CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"G") 38.00 NO?E ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. BOOST CAN BE SET UP TO 51 PSI 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 9.INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST TOTAL RESIDUAL PRESSURE: 48.74 REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. CITY REQUIRED MINIMUM RESIDUAL WA 1ER PRESSURE 15-M PSI INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 APPLIED F WATER PER WEEK(TURF)AND 2 G 2 4 VOLT SPLICE - STDO 540 D TRENCHING STD. 532 B QUICK COUPLER-STD,536(RECLAIMED) INCHES OF WATER PER WEEK (GROUNOCOVER/SHRUBS).0PPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK J PRESSURE LOSS CALK "C" 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 Arbors-LMD Tract 16373 PROJECT NAME: Victoria Arbors-LMD Tract 16373 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE As SHOWN AT EACH POINT OF Comer of Church St.and Victoria Park Lane DIAL BEFORE YOU DIG v,►�ascaPF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION Comer of Chuch 8t.and Arbor Lane CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF 03-0481 03-0481 INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. Valve t G8 Valve*: G5 1Q Tajo 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-XX(STATIONS PER PLAULEGEND)-LR(LOCAL GPM:154 GPM: 50 MAROSC•A'PING(SEE NOTE 4) / RADiO)IRR,W/TP1,TPI 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT gel CONTROLLER/ELECTRiCAL ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE STATIC PRESSURE High: 71 STATIC PRESSURE High: 71 AT LEAST TWO Btu ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT E PLAY IT SAFE. WORKING DAYS l WI PROTECTION BOARD THIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S Low: 66 Low: 66 DIAL BEFORE * en I ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE Person spoken to: Russell Sura Person Spoken tar. Russell Sure YOU DIG! PRIOR TO b to A CITY. Company: CCWD Company: CCWD EXCAVATING e Phone NII qA7-2591 Phone Number 9e7-2591 sr�TE 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE Date: 12(5/2002 OF CAS RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS HG 1408 HG 1406 SERVING NINE SOUTHERN CALIFORNIA COUNTIES AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAiD FOR BY THE DEVELOPER. Total TotsF CLEAN BACKFILL - SFE E menu She Length GPM P81 Loss Equipment size Length GPM PSI Loss �00 PAC MATERIAL REOUIRED 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE Meter 2" @ 54 2.20 Meter 2" @ 50 1.90 N IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Service Line I @ 54 0.00 Service Line @ 50 0.00 Backflow Device 2" @ 54 12.00 Backlow Device 2" 50 12.00 'DO NOT DRINK' 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE Pressure Regulator @ 54 0.00 Pressure Regulator @ 50 0.00 WARNING TAPE ON TOP OF IOW SPRINKLER HEAD IS'/:ABOVE FINISHED GRADE. Mairline 2-1/2" 1057-1 @ 54 9.30 Mainlinie 2-1/2" 53-1 @ 50 0.38 . ',T. , . . .. MANUES ANO LATERAL Lam' DESCRIPTION OF REVISION DATE A7l�VlDe Master Valve 2" @ 54 0.97 Mester Valve 2" @ 50 0.82 t 6" MIN. OF SAND Flow Sensor 1.51 @ 54 0.50 Flow Sensor 1.5" @ 50 0.50 AND 91ADOIiIO GateiSaN Valve 2" 54 2.00 C0NiR0L IPL INSTALL� - CITY OF RANCHO CUCAMONGA @ GateJBaM Valve 2" @ 50 2.00 Control Valve 1-1/2" Q 54 2.69 Control Valve L1-1Q" @ 50 2.40 Aa PER iO PI Lateral Lines-Sch.40 2-1/2" 2' @ 54 0.02 Lateral Lines-Sch.40 2-1/2" 3' @ 50 0.02 SUPPLY UMIE 2" 13' @ 41 0.16 2" 11' @ 34 0.10 L 1-1n" 14' Cp 30 0.32 1-1Q" 13' 26 0.23 S � IRRIGATION DETAILS 1-1M" o' a - o.o0 1-1/4" o' a - 0.00 DIAMETER OF V IT @ 12 0.40 1'• 12' @ 12 0.40 6' TYP. SUPPLY LINE 3/4" 42' 7 1.68 3/4 41' 6 1.24 NONE LATERAL--) VICTORIA ARBORS PASEOS SUBTOTAL: 3224 @ SUBTOTAL: 21.99 LINE SLEEVE _ SITE TWICE Loss through fittings 10% 3.22 Loss through litbrgs 10% 2.20 �tom. Al SLEEVES lv SE SCH 40 PVC. LATERAL LINDOACTER OF "0N FOR LMD ANNEXATION Sprinkler head PSI needed F-30.001 Sprinkler head PSI needed 30.00 2. EXTEND ALL SLEEVES 1r BEYOND EDGE OF HAROSCAPING AT WH ENDS. VICTORIA ARBORS TRACT 16373 Elevation change -3.79 R -1.64 Elevation Mange 1.36 it 0.59 3• ROUTE SUEVINC AROUND HANDICAP RAMP'S' 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS IIEFEiR TO CITY TOTAL SYSTEM LOSSES: 63.83 TOTAL SYSTEM LOSSES: 64.7824- • TO 36- MAX DEPTH TO TOP OF PIPE BELOW APPROVED ffy. DATE. LOWEST STATIC PRESSURE AVAILABLE: 66.00 LOWEST STATIC PRESSURE AVAILABLE: 86.00 5 MINIMIZE NUMBER OF GLUE JOINiS UNDER STREET. CY 2� PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC "G") 38.00 PRESSURE BOOST FROM PUMP(PER CFD PLC FOR POC"G") 38.00 6. USE MAXIMNJM LENGTH ET ECLIPE POSSIBLE R STANDAMINIMIZRDS. JOINTS UNDER FMRDSt:APE BOOST CAN BE SETUP TO 51 PSI 7 ALL PVC PIPMIG TO MEET RECLAIMED WATER STANQARDS. OE91a1 1�01NIE101� BOOST DNI X Withers and Sandgren, Ltd. TOTAL RESIDUAL PRESSURE: 40.17 TOTAL RESIDUAL PRESSURE: 49.22 • CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 15-20 PSI CITY REQUIRED MINIMUM RESIDUAL WATER PRESSURE 15-M PSI owm Landscape Architecture PAGE 3467 Ocean View Boulevard, Surto ADIN L-6 of 18 Glendale' CA 91208 " " " " E SLEEVING - STD.533 Tel: (818) 236-3006 Fox: (818) 236-3066 ova" No. M IRRIGATION NOTES K PRESSURE LOSS CALC. D H PRESSURE LOSS CALK. A Lw la 0301-L- ow .�_of i i - - - - - - - - - - - - - - - - - - - REFER TO VICTORIA REFER TO PLANS BY OTHERS, FOR REFER TO PLANS BY OTHERS, FOR -- -- - ARBORS, ARBOR LANE STREET R.O.W. PARK: DEVELOPER INSTALLED / LMD DEVELOPER INSTALLED / PROPERTY ----- CFD 2001-01 PLANS, - - - MAINTAINED AREA OWNER MAINTAINED AREA JU �� 14rtu ITY DW 1983 \- -- - r -- - -- - -- - -\- ---- ---- ---- - ----- -\---- - --�__ �b - SIDEYARD NOT LMD T-1 /T-2\ --------- 18 , LONG MEADOW DRIVE -- --- - ---- - - W �b0o mz00 Ae Z 0eews MOM _� wz� wxer v r i _ - � rrw ee:. !•� W _ it WM W — ' WALL LOCATION (TYPICAL) - SEE _ _ W LIMIT OFZ i "WALL PLANS, VICT IA ARBORS Z WORK 0 LIMIT OF WORK TRACT NO. 16312-16 14, 16369-16374" J i W I F- -1 ! I �L I � I I I ! II REFER TO PLANS BY OTHERS, FOR REFER TO VICTORIA DEVELOPER INSTALLED / PROPERTY ARBORS CFD 2001-01 OWNER MAINTAINED AREA PLANS, CITY DWG. # 1877 o T-2 _ ONG AMEA� Q5 T-, OwOR�V - - _� - — W Z — J O VICTORIA y - — C.) ARBORS CFD 2001-01 KEY MAP STREET R.O.W. PLANS, CITY DWG. # 1877 Y w LONG MEADOW DRIVE _ _a • O O ---r — — i SIDEYARD NOT LM - O I i WALL L CATION (TYPICAL) - SEE W "WALLNS, VICTORIA ARBORS TRACT O. 16312-16314, 16369-16374 q I �J � I i LIMIT OF WORK — - --_ B CHURCH STREET\ \_\ MULCH NOTE: SEE PLANTING NOTES SHEET L-11 v t T l NTS �/ CHURCH STREET \ - TREE LEGEND QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS T-I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. / MIN. 20' O.C. 28DESCRIP110N REVISION DATEC" AMIIOVM 0T-2 M. WIT GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20' O.C. 12 Pf A CITY OF RANCHO CUCAMONGA / ..'i4 J T-3 LAGERSTROEMIA INDICA NATCHEZNATCHEZ CRAPE MYRTLE 24BOX / MIN. 20O.C. - ���.....JJJ ' ' ' ' TREE PLANTING PLAN + T-4 LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' FESTIVAL SWEETGUM 15 GAL. / MIN. 25' D.C. - DIAL BEFORE YOU DIG * 6 * VICTORIA ARBORS PASEOS T-5 LAGERSTROEMIA INDICA 'MUSKOGEE MUSKOGEE CRAPE MYRTLE 24' BOX / SPACING AS SHOWN - STANDARDS '-00-22'-2600 49;7, �`k- FOR LMD ANNEXATION D OF CA��� VICTORIA ARBORS TRACT 16373 T-6 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING AS SHOWN - STANDARDS / SKINNED 8CLEANED AT LEAST TWO APPROVM BY: QAIE: 0 PRIOR TO DELIVERY PLAY IT SAFE. WORKING DAYS CRY ENGPO R RCE: 24983 DIAL BEFORE PRIOR TO BO YOU DIG! EXCAVATING 1�ooMMDOED QTY a o 10' 20' 40' DN, JK Withers sand Sandgren, Ltd. Of�AMN Landscape Architecture FMlOE SERVING NINE SOUTHERN CALIFORNIA COUNTIES w 3467 Ocean View Boulevard, Suite A L-7 of 18 DN Glendale, CA 91208 1* _ 20' CFECM Tei: (818) 236-3006 Fax: (818) 236-3066 pd�R10 N0. �w 10,04M4 -L B C FREESTONE COURT ! kC OV REFER TO VICTORIA _ LIMIT OF CO(fp ' I ARBORS, ARBOR LANE, \ --- � 'TT CFD 2001-01 PLANS CITY �� WORK T I � LIMIT OF DWG. # 1983 / — � WORK I T-1 I LIMIT OF 3 WA LOCATION (TYPIC - SEE WORK • "WALL NS, VICTORIA ARB S WALL LOCATION (TYPICAL)- SE _ 1 TRACT NO. 6312-16314, 16369-16Y,4" ! "WALL PLANS, VICTORIA ARB S i— ; TRACT NO. 16312-16314, 16 9-16374" _ 5 \ REFER VICTORIA ARBORS II - CFD 2001 LANS, CITY ! W II STREET R.O.W. W DWG. # 1877 Z� � 1 Z RUNS ALONG WALL � T-6 f f L T OF � Y 3 ,a T-3 WO O 3 Q. m x�� T-5 Q O 2 4 4 / T-2 STR ET R.O.W. \2j • ', (RU S ALONG WALL) + V > LIMIT OF ' � LIMIT OF LIMIT OF WORK - - LIMIT OF _ _ WORK WORK WORK -yam -� i - - - -- - - - - - - - - - - - - - - - - - - i — - — -4, REFER TO VICTORIA ARBORS CFD 2001-01 PLANS, CITY REFER TO VICTORIA ARBORS DWG. # 1-01 CHURCH STREET CFD 2001-01 PLANS, CITY CHURCH STREET DWG. # 1877 TRACT 16373 LOT A TRACT 16373 LOT E KEY MAP LONG MEADOW DRIVE TREE LEGEND QTY (TOTAL - -- SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS - -- T—I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. / MIN. 20' O.C. 8 • T-2 GEWERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20' O.C. I 1 O W1 f T-3 LAGERSTROEMIA INDICA *NATCHEZ' NATCHEZ CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 3 9 Y ♦ T-4 LIO.UIDAMBAR STYRACIFLUA 'FESTIVAL' FESTIVAL SWEETGUM 15 GAL. / MIN. 25' 0.C. 4 T-5 LAGERSTROEMIA INDICA 'MUSKOGEE' MUSKOGEE CRAPE MYRTLE 24' BOX / SPACING AS SHOWN 2 STANDARDS CHURCH STREET\ 0 T-6 WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15' B.T.H. / SPACING AS SHOWN 3 STANDARDS / SKINNED & CLEANED PRIOR TO DELIVERY 80 �— I oTY CHURCH STREET NTS -- DESCRIPTION OF REVISION DATE CITY pf M. WIT CITY OF RANCHO CUCAMONGA � �'y� TREE PLANTING PLAN DIAL BEFORE YOU DIG * * VICTORIA ARBORS PASEOS 1-800-22'- 08 �rF of FOR LMD ANNEXATION ° VICTORIA ARBORS TRACT 16373 PLAY IT SAFE. AT LEAST TWO APPROVED BY: DATE: /1J/7lU�f DIAL BEFORE WORKING DAYS CREN Y GINED RCE: 24953 YOU DIG! PRIOR TO DEEM NEDOMMI ExcnvATING DNS JK Withers and Sandgren, Ltd. 0 10� 20� Q0 DRyMN Landscape Architecture PAN SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 oeean view Boulevard, suite A L-8 of 18 Glendale, CA 91208 1 r _ 20' Tel: (81 B) 236-3006 Fox- (818) 236-3066 CFD ptl11 NQ Lw 10,04/0+ I q155_L__ i , - -- - - - - - - - - - - - / - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - STORY - - - - - - - - - - - - - - -_ - _ STORM — REFER TO VICTORIA ARBORS S_27 S-9 REFER TO PLANS BY OTHERS, FOR - REFER TO PLANS BY OTHERS FOR STREET R.O.W. - - -- - - PARK: DEVELOPER INSTALLED LMD 4 DEVELOPER INSTALLED / PROPERTY ARBOR LANE CFD 2001-01 8 OWNER MAINTAINED AREA PLANS CITY DWG. # 1983 rtUU � MAINTAINED AREA ,t S59 V�IR S-22 _ S-9 SIDEYARD — NOT LMD s-s s167 s-9 s-9 /S-22 s-22 s-22 4 s-17 -- ------- - -- - -- _ s-9 2 5 4 4 3 S-27 S-22 20 S-17 S-9 4 S-10 s-g LONG E 12 4 \ao 5 S-22 - -- -- –– 4 - - -- ---- - - - - - - \ag Wy + 4 f vv �v'r + + +++ Z + + + + + + + f + + ^' + + + ♦ 4 + 4'v � $-27 300O \13j 0 0 ° W o_ o ++ + + m� Zia = » Am= ar ��_ -M � � xw + + + + + �MMO co -� W li ( i S-9 S-13 S-13S-14 S-13 S-14 3 S-13 S-20 S-13 S-t3 S-14 p 6 5 4 2 4 4 5 S-14 S-9 W , LIMIT OF ( S-9 S-13 S-20 S-14 5 3 Z II' WORK W 2 ` LIMIT OF WORK WALL LOCATION (TYPICAL) - SEE 3 5 3 5_20 S-13 1 Z "WALL PLANS, VICTORIA ARBORS 0 6 3 O TRACT NO. 16312-16314, 16369-16374" V � I co Q ' II i LL - - - - - - - -,I - - - —L— 1 REFER TO PLANS BY OTHERS, FOR REFER TO VICTORIA DEVELOPER INSTALLED / PROPERTY ARBORS CFD 2001-01 OWNER MAINTAINED AREA PLANS, CITY DWG. # 1877 p $_22 ' -----___- LONG MEgO m �_ DW � Q 4 -rte- R/VE S-27 S-9 S-22 S-17 r W + + + + 2 7 + + f + + + S-27 _ 2 W o o - - -- Z 8 2 S-27 4 �_ t STREET R.O.W. Y KEY MAP , ti Ai "l _z-LuONG-�MEADOW DRIVE tVVS-2O — - C:D z-= 101- _ +++`. f CD t`� REFER TO VICTORIA -- _- -- - - 3 S-14 _ + v `° WN ARBORS CFD 2001-01 -- 6 S-9 - _ _ U SIDEYARD — NOT LM PLANS, CITY DWG. # 4 s-20 5 1877 10 /S 9 S-14 S-13 r W! 7 8 4 5-9 S-10 W WALL LOCATION TYPICAL - SEE W \ \ "WALL PLANS, VICTORIA ARBORS /S-A27 I � � � J r am; TRACT NO. 16312-16314, 16369-16374- 1 I Yj I i I � 5-9 I Z) �_ LIMIT OF WORK -- CHURCH STREET 2 O -70 C PLANTING LEGEND PLANTING LEGEND _ T QTY (TOTAL QTY (TOTAL NTS / CHURCH sTREET- - SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS 0 S - I WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. - 4' O.C. ® S - 15 RHAPHIOLEPIS INDICA 'BALLERINA' INDIAN HAWTHORN 5 GAL. - 4' O.C. 0 S - 2 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL. - 30' O.C. ® S - 17 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 47 2' O.C. 'CRIMSON PYGMY' J J S - 3 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. - 2' O.C. , EVERGREEN ® S - 19 ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. - 30' O.C. fY ONLY DE$�FaPT OH OF �I� DAA S - 5 LANTANA CAMARA 'DWARF YELLOW' DWARF YELLOW LANTANA I GAL. - 4' O.C. , S - 20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL. 90 2' O.C. ' pE � CITY OF RANCHO CUCAMONGA S - 9 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 4' O.C. JG�v U. vvl7�' '�y 94 ++++ S - 22 JUNIPERUS HORIZONTALIS 'WILTONII' JUNIPER 5 GAL. 25 6' O.C. �, as f S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 47 15' O.C., ATTACH TO S - 23 LANTANA 'GOLD MOUND' GOLD MOUND LANTANA I GAL. - 4' O.C. SHRUB PLANTING PLAN WALLAEMOVE STAKE lig Q S - 12 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5 GAL. 4' O.C. S - 24 HEMEROCALLIS 'BITSY' DAYLILY I GAL. _ 2' O.C. Ifta VICTORIA ARBORS PASEOS ® S - 13 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 58 4' O.C. - DIAL BEFORE YOU DIG sr�rF �`P FOR LMD ANNEXATION ® S -26 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE GLOSSY ABELIA 5 GAL. 4' O.C. 1'800'227'2600 OFC.A��� S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 56 5' 0.C. VICTORIA ARBORS TRACT 16373 S -27 HEMEROCALLIS 'PYEWACKET' DAYLILY I© GAL. 97 2' O.C. IIPPRONEO BY: . _ PLAY IT SAFE. AT LEAST TWO CI1Y ENGP4M '�' � %..LLL' y RCE: 2'953 WORKING DAYS QTY DIAL BEFORE PRIOR TO DE>l1011 � YOU DIG! DN JK Withers and Sandgren Ltd. TE EXCAVATING 0 10' 20' 40' ' ' Landscape Architecture PNS 3467 Ocean View Boulevard, Suite A L-9 of 18 SERVING NINE SOUTHERN CALIFORNIA COUNTIES Glendale, CA 912oa I* _ 20. Tel: (818) 236-3006 rax: (818) 236-3066 CFEDIff.D ptlwMla N0. LW 10/04/04 om 1'7 oF FREESTONE COURT i' k C S-17 LIMIT OF 1 1 COV 22 WORK REFER TO VICTORIA ARBORS, cou ARBOR LANE, CFD 2001-01 - - LIMIT OF RT i LL1 i PLANS, CITY DWG. # 1983 = WORK _ S-27 Z --- ! LIMIT OF S_g 1 WORK S-9 3 O 2 11 _ S-13 WALL LOCATION (TYPICAL)- SEE REFER TO VICTORIA m I I WALL LOCATION (TYPICAL) - SEE S-27 I S-27 S 27 I . 2 "WALL PLANS, VICTORIA ARBORS ARBORS CFD 2001-01 I= U "WALL PLANS, VICTORIA ARBORS 8 6 �� TRACT NO. 16312-16314, 16369-16374* PLANS, CITY DWG. # Q S-2 r TRACT NO. 16312-16314, 16369-16374" 16 S-14 1877 S-14 S-14 S-14 2 S-10 28 S-103 I LLJ •i 6 STREET R.O.W. 2 8_20 5 S-14 ! Z S_1 (RUNS ALONG WALL) 8_20 S-13 4 5 S-26 LIMIT OF g WORK 18 6 6 S-20 I Y S-9 S-19 I I S-19 /S--9\ 5127 4 3 STREET R.O.W. S_5 12 I Q 6 \. / 3 o S-g (RUNS ALONG WALL S 5 S-3 S_g t o S-14 5 3 _ 18 Q ° 4 S-17 S 10 � 33 S-1 3 7 ° S-20 5 IX13 S-20 = o . O S-20 S-14 12 S-14 s 4 S-14 �� o I- 4 S-9 4 S-13 \L5 oV I � � ° os � S-19 n~'�` �` t-t . S-10 2 5-627 S-103 7 S-26 o 24 S-2 4 S-10 4 5 S-17 12 - - - - - 14 LIMIT OF S-19 .� ` S-19 4 _ 5 ►� S-14 17 .„ ., , WORK 5 ' S-19 — — — 1 D I LIMIT OF ' -, 1 WORK P _ ` S-9 S-9 i - - - - - - - - - - S-24 - - y ' _____ _ _ _ S-12 I �; -� 4 �` - _WORK 46 S-2 - _ _ _ _ - - - REFER TO VICTORIA ARBORS S-23 S-3 S-20 5-19 -- - v q]o pa, sra CFD 2001-01 PLANS, CITY 31 65 17 s CHURCH STREET - --- DWG. # 1877 CHURCH STREET LIMI OF REFER TO VICTORIA ARBORS S-15 WORK CFD 2001-01 PLANS, CITY S-9 S-15 S-26 S-15 DWG. # 1877 34 13 40 16 TRACT 16373 LOT A TRACT 16373 LOT E KEY MAP LONG MEADOW DRIVE A " 1 PLANTING LEGEND PLANTING LEGEND - - - QTY (TOTAL QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS ® S - 1 WESTRINGIA WYNABBIE GEM AUSTRALIAN ROSEMARY 5 GAL. 31 4 O.C. ® S 15 RHAPHIOLEPIS INDICA BALLERINA INDIAN HAWTHORN 5 GAL. 63 4 O.C. W I S - 2 BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL. - 17 TRACHELOSPERMUM JASMINOIDES I GAL. 46 2' 0.C. Q 30 30 O.C.0 C � STAR JASMINE 'CRIMSON PYGMY' J J S - 3 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. 98 2' O.C. , EVERGREEN S - 19 ` '� ONLY ® ANIGOZANTHOS FLAVIDUS KANGAROO PAW 5 GAL. 67 30' O.C. - CHURCH S - 5 LANTANA CAMARA 'DWARF YELLOW' DWARF YELLOW LANTANA I GAL. 5 4' O.C. , S - 20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL. 64 2' O.C. �-- \\ S - 9 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 64 4' O.C. ++++ S - 22 JUNIPERUS HORIZONTALIS 'WILTONI I' JUNIPER 5 GAL. - 6' O.C. S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 28 15' O.C., ATTACH TO S - 23 LANTANA 'GOLD MOUND' GOLD MOUND LANTANA I GAL. 31 4' O.C. NTS / CHURCH sTREET --- - WALL,REMOVE STAKE Q S - 12 PHORMIUM TENAX 'FIESTA'* FIESTA HYBRID FLAX 5 GAL. 31 4' O.C. ._� S - 24 HEMEROCALLIS 'BITSY' DAYLILY I GAL. 46 2' O.C. S - 13 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 20 4' O.C. S - 26 ABELIA GRANDIFLORA 'PROSTRATA' PROSTRATE GLOSSY ABELIA 5 GAL. 61 4' O.C. S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 68 5' O.C. ® DESCRIPTION OF REVISION D1TE Y S - 27 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 43 2' O.C. r� Py CITY OF RANCHO CUCAMONGA MBO oTY SHRUB PLANTING PLAN I * * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIGsr �� 1-NO-227-2600 ATF FOR LMD ANNEXATION a p VICTORIA ARBORS TRACT 16373 APPROVED 8Y: DATE: PLAY IT SAFE. AT LEAST TWO Cr Y MNM RCE: 24953 DIAL BEFORE WORKING DAYS DtypN 11111pOMMENDED YOU DIGI PRIOR TO DN. JK Withers and Sandgren, Ltd. J-C- � EXCAVATING p 10 20 40 Landscape Architecture PAN DN 3467 Ocean View Boulevard, Suite A L-10 of 18 SERVING NINE SOUTHERN CALIFORNIA COUNTIES Glendale, CA 91208 1 = 20' Te1: (818) 236-3006 Fax: (818) 236-3066 LW 10/0" 1q38—L CHECKED iDMwMIQ N0. ar+aEr �_o► M UP PLANTING NOTES �1� � a" MORTAR C0111111LEPONIE arm", M" E � CAlE 1 � ebEWMI( W v �� � ^ • " MMI. . 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE s C,v �' ' CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. U TOP OF ROOTBALL TO EXTEND 2" IIHbEELAIH�EsroHK �k TOP TIE TO BE PLACED As LOW v ABOVE FINISH GRADE TAPER FILL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING 6' PROPERTY LINE WALL AS POS ON TIE TRUNK to Tor of STAECES BELOW MEAD FROM TOP OF ROOT BALL TO F.G. SIDEWALK OR CUM CASE x T llm PLAO mL UL On"a IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER � R �, AS TO LOSE SUPPORT �� °�" ORIGINAL GRADE �� BACKFILL WITH NO ROCKS JE�r nQn oos��ac ON OF� PLAN AND SPECIFICATIONTM OR ALL° E HEAD TO DROP. MON TRUNK GREATER THAN 3" DIAMETER ZO' • SETS OF CINCH TIES 3" BERM TIGHTLY COMPACTED Nr �• 6' Ir SIDEWALK 6' ACED 24 APA T ATTACH WITH PLACE TO FORM WATERING BASIN. E •' i 3-1 usNwM 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL ° GALVANIZED TO r ooN ETE eE0 PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. r,, 12" ''""''I"'AUM LODGCASE 3 -� r f-24---I Ir F-- r DIA. LODGE POLE PINE STAKES IX MORrARM sTOHR shwa ° TOP OF ROOTBALL M EXTEND WITH WooD PRESERVATIVE STAIN, �� 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND 2 ADM FINISH GRADE DRIVE MHN. R. e• INTO U"- L. ....r,, DHsruRD ED s1oH1 A4o PosrTloN I -� , ';�T 4• <^•' STAKES OUTSIDE ROOTBALL _ I I ''. ,. • T.,. T UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR :o ORIGINAL GRAM3• BERM TIGHTLY ,CTED ROOT BALL 'i THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID ° IN PLACE TO FM WATERING � �� � W//3 MR CUM BASIN. LOCATED OUTSIDE OF UNDERGOUND FACILITIES. PLANT PTT. r HSN. / 4' MAx. M0. sm ABOVE OEM PLANT PR TO BE (2) TIMES THE amt OUIfm FOR 00 I I _ WIDTH OF THE ROOT BALL / \ 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES � WITH ,� I-� _ � HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED � � S THAN 3" DIAMETER ROOT at" - I I +,A„PLAN / AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. � PLANS. TTS THE TO BE � � PAD EIFVATION TRACT 16373 21 PAD ELEVATION THE ROOT BAIL. Set"" nrlosoAlE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND ' - JOIN Ar rmff mKm C".) UNDISTURBED NATIVE SOIL r MTIL/'V WX RAD. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT SLI _ _� -_ r PCC MOM CUM fel an STC. 234 MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY COBBLE ROCK UNDI'STU M NATIVE � NOTES PRIOR TO EXCAVATION. i MIX SMM LWM 00011WIK srEclf M SHALL s[ NOTES: smAmm MAx. 3'-0" - WL r�" 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE ooBaLESTVHNM: kW 12"- MIL NIIN ONE fur floc NOTES: 3.BOM.DOIe e,w1 IWrE 1/3 1111111111MINIM. 00lw.li WMLL NAVE 2/3 QlED111M 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY OF ROOT BALL DO NOT CRACK ROOT BALL. CALL 1�from OEl T 1 � 1. REMOVE NURSERY STAKES TO 2-1/2 sANO, 2000 Per DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT 2. STAKES To eE PLUMB AND PARALLEL. &A awna,Mu MT4. 40•G. FT., SHALL E APPWM In THE an MMEO'IOR PRIOR 10 e.PRoccmea WM ROIMIeN I Haat 1EORIC MVL I ERM P=I gN OF ALL ROCM TO 0e APPROVED BY THE CITY eIePOMM RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. 3. STAKE TREE PERPENDICULAR TO PREVAll1NG WEND. 67. MI . SHALL E ewoonH HOUNDED AIA P OF OBIEc1HOM►BLE DlefHouBHATHONe •0001"K Im 00111W. WALL OOBBLEMNIE AREIW OWL IWIC r■r COMM !FADER IIB AN EDGE Ar PLINTH& REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, 9.ROOIaaOE aHOUI.D MUM GRADE WM E MM OW AND MWITpN A 2111 MBH. AT ALL TMC WMeN TME IMW UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL I 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 QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. ONE HALF OF SPACING HALL RECEIVE A'O<WDDp CHIP NUIGM UNDER ALL TIIEEB •lM EDGE•AT°IClR1Xa'MR AREA".ft"UAM TO REQUIREMENT .".a'm°"°'"°"°°'E'""°"°""" LIMIT OF PLANTER AREA CH CONTRACTOR ENALLSLOWASANVU FOR THE TO Pu1CHAlE AND FIACEbm"YUCK oftmL K a 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PORW PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A TIGHTLY COMPACTED 3" BERM TO FORM �m"w3rm ^'" DEPRESSED WATERING BASIN. CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. TOP OF ROOTBALL To 4" WOOD CHIP MULCH. CONCRETE HEADER - 1/2" RADIUS EXTEND 2" ABOVE NO WOOD CHIP MULCH SHOULD BE EXPOSED EDGES AND FINISH PER PUN FINISH GRADE PLACED OR ALLOWED TO REMAIN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE OVER THE ROOTBALL 2 IN T-= ROSSINGS) 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED 1 6" OR 8" BY THE CITY. PL VARIES ZD' MIN. 26'-e" MAX. PL 1,EE NOTE FINISH GRADE - VARIES 6' SIDEWALK VARIES 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL 6 MIN., 6-4 MAX. 6 MIN., 10-4 MAX. _ 1 � I � I I-_III-_III w:Qt III-III-I SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST 1 J�v I -I I i I (=III-III= RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL ROOT BALLAMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. ,I �,,, W I I1 III '• c� E UA - - - - - PLANT PIT TO BE (2) TIMES THE -III NLESS OT CONTINUOUS INSTRUCTED) 4 CY. NITROGEN STABILIZED SAWDUST U 0 WIDTH OF THE ROOT BALLI- 120ISS GYPSUM 125 IBS GRO-POWER PLUS NOTE: 11. LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES DRAINAGE FM TOwMD 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL B B B E 0 IRCH STREET OR ELK CAVE MW SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON BACKFILL WITH NO AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO BASED ON HIM PONrTT ENGINEERS PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3" CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL STRREFER EET NOMNNAGE ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE PAD ELEVATION PLANS.TRACT I&V3 PAD�A� 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR ,�� � yNl. _ i' SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVE SOIL C17Y'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. MULCH SHALL BE#3 - w1k 3 NOTES: SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION WOOD CHIP MULCH, AVAILABLE FROM: _ FROM SUCH UMITS. SEE LEGEND FOR SPACING REQUIREMENTS. JOINTS AT 20'-0" O.C. COBBLERO� NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- Aftsfa Sawdust - 13434 Ontario Avenue, Ontario, CA 91761 OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL DO NOT CRACK ROOT BALL. MAINTAINED TURF. PHONE (909)947-5983 1 FAX (909)923-7208 LEGEND ARE ESTIMATES ONLY. 3. CONCRETE TO BE 520-C-2500 MIN. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, SPECIFIED 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. L PLANTING NOTES J SECTION B-B*. PASEO 'LOT E' nG GROUNDCOVER SPACING - STD.508 D CONTAINER PLANTING - STD,506 B MOW CURB - STD. 534 NOTES: �NOSCAPF ^ 1. REMOVEFrAKES NURSERY STAKES ( Y 1^ 1 2 PA�RKIb BE PLUMB AND ?�.l M. WITH 4" OF COMPACTED WOOD CHIP l v 3 TO PREVAILING � MULCH. l N HARDSCAPING (CONCRETE HEADER, FINISH GRADE v CURB do GUTTER, SIDEWALK, ETC.) ^ ^ v e W E fal TC WALL WAWALL s I ate PARKWAY SIDEWALK PW P�OssI�eLE ON THPLACED E �rF OF CAV\LONG MEADOW DRIVE ` VICTORIA ARBORS THEME WALL I xiNG aB 1 " TDP OF sDlHo:s Nam PER CrNIL ENGINEER'S NOT SO OAR A LOSF}_ NEi�O OF THEE WHERE WALL PLANS, TRACT NO'S t THE HEAD TO DROP. MAIN MANN TRUNKOROWTH FiABfT N°JOAITS. 16312-16314, 16369-16374 , _Z • �3 2 STS OF CINCH T!S V CED 24" a t In9CREN4 To B'- - - - ATTACH WITH GALVi1MM 0 LOOOE POLES. 12" MAX r DK LODGE POLE Pm Svm - N WITH MINIAW OFPRESMGo oIN1TO "' DESCRIPTION OF REVISION DATE ��� UNDISTURBED SOIL AHO POSITION STAKES OUTSIDE ROOT BALL. SHOVEL CUT EDGE IC�OMMPPA OD r "�' GUAM " " "' CITY OF RANCHO CUCAMONGA io TOP OF ROOTIMU 10 EXTEND r ABOVE FINISH GRADE. WrOMNG WNL PER CIVIL ENGINEER'S TIGHTLY OOMPACTED 3" BERM To FORM WALL PLANS, TRACT No's WOUERINGCom L� CONSTRUCTION / PLANTING DETAILS 16312-16314, 16369-16374 GROUND OUTSIDE Of SHEET 6 AND DETAL ON SHEET 15 �I�ED PRIOR TO TURF Y 7� �A� '�- ACCEPIANCE. NOTES: VICTORIA ARBORS PASEOS a DIAL BEFORE YOU DIG 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THECONTRACTOR SHALL 1-800-227-2600 - - - SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. FOR LMD ANNEXATION 2 UNDERMULCH SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGEST GROUND COVER1 BACKFIL WITH No VICTORIA ARBORS TRACT 16373 D 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. Rosa GREATER THAN r OM. AT LEAST TWO 4 PLACE NO MULCH TO REMAIN THERE.OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT APPROVED 8Y. DATE._ _ _� CRY ENGINEER L �' RCE: 249534953 PLAY IT SAFE. DwplDED DIAL BEFORE �� soHl � WORKING DAYS DEM IEXo YOU DIG! PRIOR TO � EXCAVATING I- TwBCE Boor BALL N7DTH � DH XWithers and SHa n d g re n, Ltd. DRAMN Landscape Architecture PLACE SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 Ocean ViewBoulevard, Suite A L-11 of 18 Glendale, CA 91209 8MULCH INSTALLATION - STD. 509 E DOUBLE STAKED TREE - STD.502 T.l: 236-3006 Fax: (e1e) 236-3066 SECTION C-C: LONG MEADOW DR. LW 10/04/04DRAMM NIM SIM W r 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 lace 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-460. Metal conduit shall run from the 117 volt supply to the controller housing.All power within the itsgeneral conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS match the plan,the Contractor ust indicate that equipment has been relocated in materials for the equipment b materials listed on the Drawings and PP Y 8 P e9 � housing shall be properly phased. include all labor,materials and services necessary for the Specifications,he may do so by providing the following > anY PrnP� agraphic manner so as to match the original symbols as indicated in the irrigation E.Copper Pipe and Fittings: 4. A terminal strip shall be provided,clearly indicating the proper pionts 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 as binding as if called for all original record drawing plan at the proper time. 2.Fittings: wrought copper,solder joint type. parts. 1.01 DESCRIPTION 1. Provide a statement indicating the reason for making the 3. Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc, Q. Miscellaneous Irrigation Equipment: substitution. Use a separate sheet of paper for each item to be 24%cadmium,solidus at 1125°F and liquidus at 1145°F. 1.Refer to the Irrigation Plans for sizes and of miscellaneaous irrigation ent. 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 all ' 8 tYP� «NiPn► cope information from the"record drawing"prints to a sepia mylar or similar mylar submitted. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. drawings before beginning work. In case of error or discrepancy in the services necessary to furnish and install the Irrigation System as shown on F.GateValves: material. Arrangements shall be made through the city for obtaining said sepia 1. Ball Valves PART 3 -EXECUTION drawings or specifications or in the 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 verify all size responsible for any damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, �° �' material. Such pen shall be similar to those manufactured by Rapidograph b. Ball valves shall be Spears XXX or approved equal. dimensions and receive approval from the City of Rancho Cucamonga prior to instructions. safety orders, standards, and regulations, and meet the minimum 3. Provide the amount of cost savings if the substituted item is c.All Ball valves shall be installed detail. Kueffel 6t Esser,or Faber Castell. The dimensions shall be made as to be easily per proceeding with work under this Section. requirements of the Standard Specifications For Public Works approved. C. MATERIALS MACHINERY EMPLOYEES: Exceptas otherwise Construction Green Book latest edition. readable even on the final controller chart(see Section C). The original mylar B. Exercise extreme care in excavating and working near existing utilities. The ( ) G.Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused his record drawing plan shall be submitted to the City of Rancho Cucamonga far �P°n 8 by noted,the Contractor shall provide and pay for all materials, labor,tools, B. The City of Rancho Cucamonga shall have the sole 1.Quick coupling valves shall be Rainbird 33DNP or approved equal. operations or neglect. Check existing utilities drawings for existing utility locations. and other items necessaryand incidental to the completion of his work. 1.02 QUALITY ASSURANCE 8t 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 fibrti two(2)permanent points of reference, approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty in planting trees,shrubs, D. SURVEYS,PERMITS, REGULATIONS: The Owner shall famish an A. Permits and Fees: The Contractor shall obtain and pay for any and all Drawings and Specifications. and ground covers. adequate survey of the property. The Contractor shall obtain and pay for p req such as building corners,sidewalk edges,road intersections,etc.,the location of H. Backflow Prevention Units: D. The Contractor shall carefully check all es to satin himself that he may safel permits and all observations as aired. y grad satisfy y y all permits and comply with all laws and ordinances bearing on the the following items: 1.06 GUARANTEE 1.Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturers Directions: Manufacturer's directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall 1 roti the Ci drawings shall be followed in all cases where the manufacturers of articles a. Connection to existing water lines. 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy 3.02 PREPARATION promptly notify City 8 A. The tee for the irrigation system shall be made in Inspector in writing and an necessary changes shall be adjusted as used in this Contract furnish directions covering points not shown in the b. Connection to existing electrical power. 8n 8 y with 60 mesh morel screen and shall be similar to Bailey#1008 or approved A.Physical layout: sp g y ary g J 8 Po accordance with the attached form. The General Conditions and equal. 1.Prior to installation,the Contractor shall size stake out all pressure supply provided in the contract for changes in the work. Drawings and Specifications. c. Gate valves. p8 P� � Supplementary Conditions of these Specifications shall be filed 3.All pressure main line 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 City prior to acceptance of the irrigation system. backflow preventer shall be installed as required by local code. The Contractor 2.All layout shall be approved by the City of Rancho Cucamonga prior to E. PROTECTION OF WORK, PROPERTY AND PERSON: The C. Ordinances and Regulations: All local,municipal and state laws, and e. Sprinkler control valves. shall verify with the local governing body as to material type and installation installation. Contractor shall adequately protect the work, adjacent property and the rules and regulations governing or relating to any portion of this work are f. Routing of control wiring and locations of all splice boxes. B. A copy of the Guarantee form shall be included in the procedures prior to start of construction. Submit shop drawing for approval. public and shall be responsible for an damages or injury due to his act. hereby incorporated into and made a art of these Specifications,and their g. Quick coupling valves. B.Water Supply: P P Y 8 j rY Y rPo P P� operations and maintenance manual. '�'Y: 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 connected to water supply point(s)of F. CHANGES ON THE WORK: The City Inspector may order changes these Specifications shall not be construed to conflict with any of the i. Other related equipment as directed by the City of Rancho Cucamonga. C. The guarantee form shall be re-typed onto the Contractors 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. 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: construction with replaceable composition,neoprene,or rubber disc and shall 2.Connections shall be made at the approximate location(s)shown on the orders and adjustments plus 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 meet ti exceed Federal Specification WW-Vrgin P Class s Type wV. Drawings. The Contractor is responsible for minor changes caused by actual made in writing before executing the work involved. workmanship, or construction of a better quality,higher standard, or deliver the corrected and completed sepias to the City of Rancho Cucamonga. 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. site conditions. 8h GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene. larger size than is required by the above rules and regulations, the Delivery of the sepias will not relieve the Contactor of the responsibility of Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of C.Electrical Supply: G. CORRECTION OF WORK: The Contractor shall re-execute any provisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted from 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 work that fails to conform to the requirements of the contract and shall and installed is free from defects in materials and workmanship, equal• electrical point(s)of connection as indicated on the Drawings. I emedy defects due to faulty materials or workmanship upon written D. Explanation of Drawings: C.Controller Charts: and the work has been completed in accordance with the Drawings 2.Connections shall be made at the approximate location(s)shown on the notice from the Ci Inspector for period of one hundred-eighty 180 J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause actual City l� 8hty( ) and Specifications,ordinary wear and tear, unusual abuse,or �' days from the date of completion of the contract. 1. Due to the Scale of the Drawings, it is not possible to indicate all 1.As-builts drawings shall be approved by the City of Rancho Cucamonga neglect excepted. We agree to repair or replace any defects in 1.Except as noted otherwise,connections between the automatic controllers and site conditions. offsets, fitting, sleeves, etc.,which may be required. The Contractor shall before controller charts are prepared. material or workmanshipwhich 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 y P U.F.600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid copper wire. Pilot wires shall be a A. Trenching: reviewing the drawings thououghly it is the Contractors responsibility to his work and plan his work accordingly, furnished such fittings, etc.,as 2.Provide one controller chart for each controller sequence. damage resulting from the repairing or replacing of such defects at different color win 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 manufacturers specifications and wire chart. In no case the Drawings and as noted. included or called out. If the Contractor can not contact the City Inspector, installed in such a manner as to avoid conflicts between the irrigation be the maximum size which the controller door will allow. after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation lines the Contractor must qualify his bid or accept the interpretation of the City system, planting and architectural features. such repairs or replacements within a reasonable time after receipt 2. Wiring shall occupy the same trench and shall be installed along the same installed under paving or hardscaping. Inspector on the questionable areas as they develop during construction. 4.The chart is to be a reduced drawing of the actual installed system. However, of written notice from the City, we authorize the City to proceed to route as pressure supply or lateral lines wherever possible. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure 2. All work called for on the Drawings by notes or details shall be in the event the controller sequence is not legible when the drawing is reduced, have said repairs or replacements made at our expense and we will 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 larger in diameter. together at intervals of fifteen 15 feet. 4. Provide for a minimum of eighteen I. SAMPLES: The City Inspector reserves the right to take and analyze furnished and installed whether or not specifically mentioned in the it shall be enlarged to a size that will be readable when reduced. 8 ( ) gh (18)inches cover for all pressure supply pay the costs and charges therefore upon demand. samples of materials for conformity to specifications at any time. The specifications. 4. An expansion curl shall be provided within three(3)feet of each wire lines of two and one half(2'/z")inches or smaller PROJECT: Contractor shall furnish samples upon request by the City Inspector. 5.The chart shall be a black line or blueline ozalid print and a different color connection. Expansion curl shall be of sufficient length at each splice 5.Provide for a minimum of twelve(12)inches for all non-pressure lines. 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 from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. LOCATION: bonnet may be brought to the surface without disconnecting the control wires. 7.Refer to Ci Standard 120"Trench R replaced at the Contractors expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade Y 8h 8 City Repair"when within City streets meetingspecifications shall be aid the Contractor. differences, or discrepancies in area dimensions exist that might not have Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. pe p by scree 8h 6.When completed and approved,the chart shall be hermetically sealed between SIGNED: conductors. been considered in engineering. Such obstructions or differences should two pieces of plastic,each piece being a minimum 20 mils. 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, B.Backfilling: J. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction be brought to the attention of the City of Rancho Cucamonga. In the event ADDRESSED: Rainbird Snap-Tile wire connectors.,or approved equal. Make only one splice 1.The trenches shall not be backfilled until all required tests are performed.Trenches shall be meeting with the City Inspector at least seven(7)days before beginning this notification isnot performed,the Contractor shall assume full 7.'These charts shall be completed and approved prior to the final field with each connector sealing pack. carefully backfilled with the excavated materials approved for backfilling,consisting of earth, work. The purpose of this conference is to review 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 from large clods of earth or stones. 8 system. PHONE: DATE OF ACCEPTANCE: Contractor may have regarding the work, administrative procedures during not be allowed without prior approval of the City of Rancho Cucamonga. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent construction and project work schedule. undisturbed soil in planting areas. Backfill will conform to adjacent des without sunken 1.03 SUBMITTALS P 8 ) 8m �� Prof D.Operation and Maintenance Manuals: K. Automatic Controller areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially PART 2 -PRODUCTS 1.Automatic controller(s)shall be of size and type shown on the Drawings. placed on all lines.No foreign matter larger than one- half(2)inch in size will be permitted in the A. Material list: 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar 2.01 MATERIALS 2.Final location of automatic controller(s)shall be approved by the City of initial backfill, 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 1. The Contractor shall furnish the articles, equipment,materials, or 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 furnished by others. The final electrical planting,or other construction are necessary,the Contractor shall make all required adjustments substitution will be allowed without prior written approval by the City of a. Index sheet which states 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. L. Electric Control Valves: C.Trenching and Backfill Under Paving: addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved Type 1, 1.All electric control valves shall be the same size and shown on the 1.Trenches located under areas where paving,asphaltic concrete,or concrete will 2. Complete material list shall be submitted prior to performing any h'Pe p g, work b.Catalog and parts sheets on every material and equipment item installed Grade, PVC compound conforming to ASTM resin specification Drawings. be installed,shall be backfilled with sand(a layer four(4)inches below the 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 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 guide to proper submittal format: 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#910-1213 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 with minimum size of six 6 inches. in writing to the City of Rancho Cucamonga at the conclusion of the D1785. All pipe must meet requirements as set forth in Federal ( ) driving,but where any cutting or breaking of sidewalks and/or concrete is 1 Backflow Preventer Febco 825-Y-BV 2.Use 9-1/2"x 16" x 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 Project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with green bolt-down cover 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"d round plastic valve box for all ick coupling obtained from the Ci of Rancho Cucamonga. No hydraulic driving will be 3 Master Valve Superior 3100 RCV ceP P qu P 8 City g . y ng 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 I V rectangular box for all electric control valves installed susceptible to traffic loads. manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12B with green listed and should include solvent,primer, wire, connectors, valve,boxes, bolt-down cover or approved equal. etc. No copies of manufacturer's literature(catalog cuts are iced as a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: " P ( 8 ) adjusting each type of sprinkler and valve supplied on this project. a. Manufacturers name 5.Use 10 x 10-1/4 round box for all quick coupling valves installed within on- submittal information. structure landscaped areas. Carson Industries No.910-12B with green bolt- b. Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size down cover or approved equal. 3. Equipment or materials installed or furnished without prior approval c.Two(2)keys for each automatic controller. c. Schedule or class of the City of Rancho Cucamonga may be rejected and the Contractor may d.One(1)quick coupler key and matching hose swivel for every five(5) d. Pressure rating in P.S.I. N. Sprinkler Heads: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF(National Sanitation Foundation)approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of CRY f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as DESCRIPTION OF REVISION DATE APPNDVM 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 manufacturers 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 CUCAMONGA the Ci has received material must be shown to the Ci of Rancho of approval. 3. Riser units shall be fabricated in accordance with the details shown on the Specifications on the basis of the information or samples submitted. City h' per Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings. GENERAL CONDITIONS AND IRRIGATION 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening 5. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral line piping shall be PVC in the sprinkler body. SPECIFICATIONSliability 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. guarantee. areas. VICTORIA ARBORS PASEOS �0' PE A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed under paved areas O. Sleeving: ��, B. RECORD DRAWINGS: care in handling,loading,unloading,and storing PVC pipe and fittings. All PVC shall be PVC Schedule 40 with solvent welded joints. 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control FOR LM D ANNEXATION �v M. wir" ,yam i shall be transported in a vehicle which allows the len of r to lie flat so 3. Pi shall be made from NSF approved,T I,Grade II wiring shall be Schedule 40 P.V.C.or approved equal. pipe Po length P�Pe Pe PP Type 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D1784. VICTORIA ARBORS TRACT 16373 set of blueline ozalid prints which shall be corrected daily, showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification P.vandal Resistant Controller Enclosure: 1.Controller enclosure shall be of size and type shown on the IrrigationAPPROVED DATE.- /��`j�� 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. Drawings and Irrigation Detail sheet. NEBY.. / RCE. �� installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1, 2, and 3 of this section * 53 e a * may be obtained from the City of Rancho Cucamonga at cost. This set of (2.01B), all requirements for non-pressure lateral line pipe and DEM FEDOMMENM to drawings shall be kept on the site and shall be used only as a record set. fittings shall be the same as for solvent-weld pressure main line DN, X Withers and S a n d g re n, Ltd. �rF OF Cpipe and fittings as set forth in section 2.01B of the Specifications. Landscape ArchitectureDP*M t 3467 Ocean View Boulevard, Suite A DN Glendale, CA 91208 L-12 of 18 CHEOM Tel: (818) 236-3006 rax: (818) 236-3066 I LW 10/04/04 8 "r *W Xo 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 6.04 Responsibility and Coordination: 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 gas as required by him for the area thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the A. Landscape Contractor is responsible for the erection of all signs and barriers required diagrammatic. Install lines (and various assemblies)in such a manner as to 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square construction of the project. Temporary services shall be coordinated with the City following for each 1,000 square feet of planting area: to prevent intrusion into the treated areas and to notifythe public. conform with the details in the Drawings. inch and prove watertight. and other contractors on the job site. 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. P P Y D. Survey,Reference Points, and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved 1. own outlet. 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 No material or method shall render the job site unusable for more than 10 days from establishing all surveys,reference points and elevations required by him,and shown The above soil conditioning are minimal qualities only and should be used only for bidding 3. Install all assemblies specified herein in accordance with respective detail. In pounds per square inch and proven watertight prior to paving. date of application. P P 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, on plans for proper execution of site construction. purpose,because soil conditions may change drastically from the time these specifications 6.05 Non-Selective Herbicides: absence of detail drawings or Specifications pertaining to specific items lacerenand at test until entire system is raven leaks t 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 required to complete work, perform such work in accordance with best joints y p watertight. Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended S.All hydrostatic tests shall be made only in the presence of the General required by him for the construction of the project. All temporary traffic barriers and shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. by the Pest Control Advisor) standard practice with prior approval of City of Rancho Cucamonga. Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled detours shall conform to all conditions required by the City or governing authorities. These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture until it has been observed,tested,and approved in writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided before installation. Installation and solvent weldingmethods shall be as 6. Furnish necessary force and all other test equipment. Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the �' p"'�' �'p"' All work which is determined by inspection to be defective in its construction or deficient in during the Pre-construction job conference. Pest Control Advisor recommended b the i and fitting manufacturer. 7. When the irrigation system is completed,perform a coverage test in the ) Y pipe 8 any of the requirements of the plans and specifications, shall be remedied or removed,and 3.05 Finish Grading: 6.07 Weed Eradication: 5. On PVC to metal connections,the Contractor shall work the metal presence of the City of Rancho Cucamonga to determine if the water coverage replaced the Contractor at his own expense in a manner acceptable to the Landscape After rototilling operations are complete,grade areas to establish finish des for planting. connections first. Teflon to orapproved 1 shall be used on all threaded for planting areas is complete and adequate. Furnish all materials and perform eP ' P g P P P g If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the � equal, all work �to correct aninadequacies of coverage due to deviations Architect and City. All flow lines shall be maintained and proper tolerances shall be met after settlement at the PVC to PVC and on all threaded PVC to metal joints. Light wrench ssure ' Y g planting areas will require control prior to removal, spray these areas per Pest Control ' 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 � Y Y P� Advisor's recommendations. 9u 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 A. Prior to the installation of the irrigation system remove and clear all weeds and threaded PVC adapters into which the pile 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. deleterious materials from planting areas. accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of V-2" 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: Weed abatement work shall be coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six(6) adjusted to meet site requirements. Rough Grading. rototilling and soil amendment work,and planting. (See Weed Abatement section). Y Y 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 supply 3.07 MAINTENANCE PART 7 -LANDSCAPE MAINTENANCE Pp y 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: Provide all materials, labor and equipment necessary for,or incidental to,performing all 2. Reclaimed Water Supply: B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation Plant Material (delivery&placement). Provide all material,equipment,and labor necessary to install all trees and shrubs as shown Basic Separation Standards: a Parallel Construction: The horizontal distance between maintenance requirements as reasonably implied or as delineated in the specifications ep ( ) period. Substantial Completion Inspection(at completion of landscape improvements)- 7 on plans,as reasonably implied and as delineated in the specifications. including,but not limited to the following: pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP Days. 4.02 Products feet. (b)Perpendicular Construction(Crossing): Pressure water mains shall be at least Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Final Inspection(after maintenance period)- 7 days. A.Nomenclature -Plant names indicated on the drawings conform the Maintain all plants and planted areas. "Standard Plant Keep planted areas free of weeds and debris. one foot above sanitarysewer 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 permitted 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. ( ) PIPe j P�� and City a minimum of seven(7)days prior to the beginning work. names covered therein,the established custom of the nursery is followed. reclaimed water line. It is the intent of theses specifications that no joints shall occur below 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Fertilized all plants and planted areas. P A.The Contractor shall operate each system in its entirety for the City of Rancho 1.07 Guaranties: B. Condition- Plants shall be symmetrical,typical for variety and species,sound, Irrigation. the sewer or reclaimed water line, where there is a perpendicular crossing. If that cannot be Cucamonga at time of final 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 Insecticidein . accomplished,the new pipeline shall be encased in concrete for the full length where the City of Rancho Cucamonga 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 beingY g 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. Power Controlled Release Nitrogen, as designated h or approved substitute as All D.I.P. must have hot dip 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 Trees 15 gal. & smaller 1 year C. Trees and shrubs shall be growing at a recognized nursery in accordance with good 8 8n herein, AWWA C900 ore equivalent. c This criteria does not 1 for a reclaimed water line final site observation can occur. required by the Agronomic soils report. Available from Gro Power(909)393-3744. P� q ( ) apply Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the o 0 crossinganother reclaimed water line. d The construction criteria 1 to house laterals B. Ammonium Sulfate: Granular form containing not less than 21 /o nitrogen and 24/o ( ) apply 3.10 SITE OBSERVATION SCHEDULE Ground Cover 120 days 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 notifying the Ci of Rancho Cucamonga in Bedding Plant 120 days from all plant material prohibited until the approval of the Landscape Architect or ,� pressure water main. Po fYr 8 h' g Agriculture in compliance with Article 2 - Fertilizer Materials, Section 1030 of the P advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1. Pre-Job Conference- 7 days Lawn(seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: F. Automatic Controller Assembly: 2. Pressure supply line installation-24 hours insufficient in size to carry out the intent of the planting plan will not accepted and will Install as per manufacturer's instructions. Remote control valves shall be connected to 3. Lateral line and sprinkler installation-24 hours Guarantees begin after the project acceptance by City and at the end of the 180-day be replaced at Contractor's expense. Maintenance shall start immediately after landscape irrigation and planting. controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours Maintain all plants and planted areas on a continuous basis as they are installed during the � maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of Plants- Shall be as stated on the Plan. Container stock(1-gallon,5-gallon, 5.Control wire installation-24 hours progress of the work, and continue to maintain them until final acceptance of total project. died within the time span stated above, at no cost and within 5 days from receiving written and 15-gallon)shall have been grown in containers for at least one(1)year,but not G. Hi Voltage Wiring for Automatic Controller: 6. Pressure supply line and lateral line testing-48 hours Replace any dead or dying plants as directed by the Landscape Architect and City 8h g g 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 the 7.Coverage test-48 hours representative. by 8.Final observation- 7 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 Contra�or. � A. Irrigation: Operate irrigation system on an established program to maintain all plants B. When observations have been conducted other than the Ci of Rancho Cucamonga, Landscape Contractor for all expenses incurred. the substitute materials are approved in advance by the City, and are made at no 2. All electrical work shall conform to local codes ordinances,and union City g 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 an art of the irrigation system shall be brought to the attention H. Remote Control Valves: completing previously noted corrections, or without preparing the system for said h' Y P g Y 1.08 Material and Labor Releases: and replaced with suitable plants. The City reserves the right to reject entire lots of of the Ci No airs other than emergency airs shall be accomplished without 1. Install where shown on the Drawings. Where grouped together,allow at least visit. Upon completion of the work, the Contractor shall present to the City,signed copies of all plants represented by defected samples. ty. g y P twelve 12 inches between adjacent valve boxes. Install each remote control written permission from the City. ( ) � CONCRETE SPECIFICATIONS labor and materials releases for all work performed under Site Development. H. Stake all trees,as per details immediately after planting to prevent wind damage. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at valve in a separate valve box. PART 1 GENERAL 1.09 Disposal and Clean-up: I. Plant trees that are to be located in lawn or ground cover areas after finish grades are 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 manually or by 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 ground cover to provide for thorough watering of trees. All planting holes shall be excavated 1.After all news sprinkler lines and risers are in lace and connected,all approved herbicide program. pri Pipe p (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 surplus as defined on appropriate details. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program necessary diversion work has been completed,and prior to installation of and 400,as well as any other sections related to the installation,per and post installation of materials from the site and leave premises in a neat and clean condition. Clean up and 4.03 Soil Amendments: sprinkler heads,the control valves shall be ed and full head of water used concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works and as may become necessary thereafter by an approved method of pest control,to P � remove all remaining debris and surplus materials upon completion of work, leaving the Soil amendments shall be as recommended in the Agronomic soils report k all Tants and planted areas free of insects and disease. Method shall be reviewed to flush out the system. Construction is available from: keep P P Y premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: 2. Sprinkler heads shall be installed onlyafter flushing of the system has been BI Building News by the City prior to any applications. Pest Control shall include Gopher control. � g y 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 by Landscape Architect,at start accomplished to the complete satisfaction of the city of Rancho Cucamonga. Los Angeles,CA 90034 PART 2 - EXECUTION information. of maintenance program and continue to prune plants as directed or as may become (310)202-7775 2.01 Protection: necessary until the end of the maintenance program. J. Sprinkler Heads: 1.02 Scope Keep all plant material delivered to site in a healthy condition for planting. Plants shall not PART 5 -GROUND COVER AND BEDDING PLANTS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in,in most earth or other 5.01 Scope of Work: necessary to achieve and overall even appearance. Exterminate gophers and moles; be installed in this work shall be equivalent in all respects to those itemized. including,but not limited to the following: suitable material until planting. Balled and burlapped plants shall have root ball covered with 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. 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 repair damage. In no case shall the spacing exceed the maximum recommended b the B. Install all items required by other trades which are to be cast into concrete. P P g g g P P y P P g y C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where delineated in the specifications. PART 8 -ACCEPTANCE OF PROJECT manufacturer. 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, Upon completion of installation, a maintenance period of a minimum of 180 days for all 3.04 TEMPORARY REPAIRS All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. approved by the Landscape Architect and City prior to planting. and of the species and variety shown on plans. landscaped areas is required prior to final acceptance of the work by the City. The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using 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 phases of planting installation by the City Public Works Inspector. Maintenance period shall be relieve the Contractor of his responsibilities under the terms of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native,On-Site Soil with rock no greater than 3" in diameter established and well rooted in flats or similar containers. specified. City. adequate to verify plant characteristics and establishment. 1.04 Clean- Gro Power Plus, 5-3-1 15 lbs/cy 5.04 Mulch: A. Two inspections shall be made that affect the establishment period: The first after all "p Iron Sulfate 2 lbs/cy Mulch: Shall be ocompacted woofiber.f ted d chip fib 3.05 EXISTING TREES Upon completion of all concrete work and before final acceptance,the Contractor shall plantings have been completely installed in order to approve the beginning of the remove all tools,surplus materials, rotas,debris, (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all urP etc. from the site and the site shall be establishment period, and the second at the end of the establishment period. If ry � g 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 day period, due to defective possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch allow thorough water-in and establishment. If planting is delayed,keep plant roots moist and place in a sheltered location and larger roots occur shall be done b hand. All roots two 2 inches and larger in diameter, maintenance,then continue establishment until all work meets with the Specifications 8 Y ( ) � az8 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 approved. except directly in the path of pipe or conduit, shall be turmeled 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 B. At termination of establishment period all plant material shall be live,healthy, wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: prior to bedding plants and ground cover planting. 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: undamaged, and free of infestation. Inferior plantings shall be replaced and brought adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one 1 inch completing all work,as indicated on the drawings,as reasonably implied,or as delineated in to a satisfactory condition before final acceptance of work will be made. All areas J g 8h• ( ) • 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on plans. and larger in diameter shall be painted with two coats of Tree Seal ore 1. Trenches the Specifications as follows. shall be neatly raked and free of weeds. 8 P � q� A. Provide all materials and equipment, and perform all work necessary for and Each plant shall be planted with its proportionate amount of soil so as to minimize root adjacent to tree should be closed within twenty-four 24 hours;and where this is not 1.02 Standards: � ty- ( ) All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. dations,and meet the minimum requirements of the Standard Specifications For Public shown on plans, as reasonably implied,or as delineated in the specifications. from container. Works 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 licensed in accordance 3.02 Topsoil: after grade is established. Watering shall begin immediately after mulching.(Grading shall care to avoid injury to trees and tree roots. excavation in areas where two(2)inch and larger with the laws of the State of California. A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. accommodate the mulch) roots occur shall be done b hand. All roots two 2 inches and larger in diameter,except B.Contractor shall provide the Landscape Architect and the City with a list of Y ( ) • azg eP B. Topsoil imported to site for use as fill,backfill in planters and mounding,shall be 5.07 Protection: directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with Subcontractors and Material Suppliers expected to be employed during the course of sand textured. Silt plus els content of this soil shall be no greater than 15 %b Erect temporary fencing or barriers to protect planted areas from damage or to final construction. Y P Y Bre Y P rary 8 P P g prior burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees C.Contractor shall obtain and keep in force Public Liability and Property Damage weight. The boron content of this soil shall be no greater than 1 part per million as acceptance. having mots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree Insurance,during entire course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not q1Y shall be hand trimmed,making clean cuts through. Roots one(1)inch and larger in diameter insurance shall be determined by City. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, PART 6-WEED ABATEMENT DESCRIPTION OF REVISION DATEm >Do 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: within twenty-four(24)hours; and where this is not possible,the side of the trenchadjacent to Architect and City to give starting and completion dates. Contractor shall also supply laboratory, approved by the project Landscape Architect for analysis prior to use. Provide all material, equipment,and labor necessary to perform all work as indicated on CITY OF RANCHO CUCAMONGA the tree shall be kept shaded with a burlap or canvas. the Landscape Architect and City with the name and telephone number of the person Result of testing to be delivered to City for approval. Soil test to include analysis and plans, as reasonably implied, and as delineated in the specifications. in charge of the work. recommendations. 6.02 Quality Assurance: IRRIGATION AND PLANTING A.A. Adjustment of the System: 1.04 Responsibilities and Coordination: � y APermits: 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 overspray 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. 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. VICTORIA ARBORS PAS E O S 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: FOR L M D ANNEXATION 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 inPE 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 VICTORIA ARBORS TRACT 16373 nozzle sizes and degrees of arc as required. � Er M -It IT cross ripping to a depth of 12". All rock and debris more than 2"in diameter shall be removed for use in controlling the weed types prevalent and expected on the site,as supplied by the Pest 3.Lowering raised sprinkler heads by the Contractor shall be accomplished J� I Ap 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 p�D BY: DATE:/�/ylG'�f within ten(I 0)days after notification by the City. I'll in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and CITY ENGINEER RCE: 24953 4. All sprinkler heads shall be set perpendicular to finished grades unless methods with the intended planting and seed varieties present. oEsioN IE1ooMMEWED otherwise designated on the Drawings. e DN, JK Withers and S a n d g re n, Ltd. �E 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * el Landscape Architecture that each lateral operates at design pressure. owm PAW s ��P DN L-13 of 18 L6 Ocean View Boulevard. Such A F OF CiA�-� Tel: (ala) 236.3006 CF 91(a a) 236-3066 QQ'M DAMM o. Lw 10/M _ 11`38 -L ow . d-I or CALCIVIC ENGINEERING, INC. SHUT LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) CONSULTINGRx"NEMaLANOStIRVEYORS. _ _ _ DESCRIPTION WATTAGE LAMPS MOUNTING avIlL`nxtlif_ "AL"J'""VEYM u""" ""` ELECTRIC SERVICE PEDESTAL P1 THRU P11 sYM. I-KXVE(626)7Vt-2921 FAx(626)791.66M PROJECT: VICTORIA ARBORS-R'INERY C'ORNRE3 - - --- - - Date 120/240V., 10, 3W NO. WATTS TYPE Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HPS POLE - ,_ + STRONG BOX MODEL 24SS/240 VOLT REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR O'er POLE LIGHT .WIND L3 ��_ ,_ _ __ +_ WITH PHOTOCELL AND GFI RECEPACLE Q F =_ 11. _ Ts,_ 1 ` 1 I4+s'I -fi i- -• STREET LIGHT f - - - - -- - - _ - - - SPAULDMG CM-PM10-S100-q1-MT(240)-CS 240V O LIGHT FIXTURE CALL OUT. "A" INDICATES FIXTURE TYPE, 0100" MDICATES WATTAGE • FLUSH FLOOR RECEPTACLE WITH COMBINATION BRASS COVER s : SHEETINDEX - - - DUPLEX RECEPTACLE, WALL MOUNTED +15' TO CENTER OF BOTTOM DEUCE. QUADPLEX RECEPTACLE, WALL MOUNTED +15 TO CENTER M 100A ACLS, OF BOTTOM DEVICE. 't Aa_ ► ( 2P I L-14 SYMBOL UST, FIXTURE SCHEDULE, DETAILS t - - L-15 NOTES GFI-TYPE RECEPTACLE, MOUNTED IN POLE LIGHT L-16 TRACT 16373 UGHTING + ��__ __-! I 1 OOA PAN I L-17 TRACT 16373 PHOTOMETRICS A-1,3,5 EL L-18 PANEL SCHEDULES -}•r - i> HOME RUN TO PANEL LEM DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. I14 =2. . 1 3 AA .I l I I I P1 WIRING RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. -_ _ WIRING RUN UNDER FLOOR, OR UNDERGROUND. } M - ° (1) 2"C. TO i JQ-I JUNCTION BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT - : . o.r - 1 ' a z• � F-t - � ig m �_ ELECTRIC PULL BOX I J JUNCTION Box OR PULL Box T - _. -------- k�1�/ I r, � d r r,3- _ 8.�3 r ivy. �` + ELECTRICAL PALL BOARD AS DESIGNATED FLUSH MOUNTED Is, 1-1 1,3 It 31 3 ,� n. • ., y i �, / - SCALE: ELECTRICAL PANEL BOARD, SURFACE MOUNTED -i - - TYPICAL SINGLE LINE DIAGRAM N.T.S. 3 ELECTRICAL SERVICE PEDISTAL � , ; w GENERAL NOTES � TELEPHONE wA,�°P�°. PROSE ,/fC. - 1 #6GR«ND C. r _. d ry� ' - + -- t i 4 E -I ` ' I ' - X "X" MDICATES PANELBOARD OR EQUIPMENT DESIGNATION ANCHOR BOLTS -10 "E-100' INDICATES PLAN PALL SCHEDULE J <�+ ' Sc w r IIL CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS WITH UTIUTY COMPANY AND CITY INSPECTOR. T _LVLIGHT FlXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL O PLAN �� M�. SEE NOTES FOR REQUIREMENTS ELECTRICAL LANS SQUARE LIGHT POLE CALCtVN: INC TNN: ,wbe 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER 2190 P'ARNEL.WAY Owl" Date:11 NAM, 27 MAY 04 14 6 MUST PROVIDE CORRECT UMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES /rOR D TRANSFORMER, RATINGS AS NOTED ON THE DRAWINGS. PHONE:ALTAD11A, )7W2 1 Dic1p"°" I 1 WILL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. PMdI�:(929)T'l9-2929 ADJACENT '`°P' Fix.(929)TTM4944 HARDSCAPEI QF J FUSED DISCONNECT SWITCH - HP RATED WITH FUSES SIZED PER EQUIPMENT 4. ORDER ALL UGHTING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. r""zamcrrtltcKclw's° ... Steel Column Q�..e.... +� TOP VIEW BEFORE INSTALLATIONS. F1 Description LGH- POLE COL I 5. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH FEEDER DESIGNATION; SEE FEEDER SCHEDULE IRRIGATION POINT OF CONNECTION. o.n.F91��+ � � ��+w A�o.,d 19+7 use 1 10' 1 PRE-FORMED METAL COVER 70AMP FUSE AND 100AMP SWITCH, FUSE TYPE AS SPECIFIED Steel Section T34X4XL4 Fy 46 00 ks� X-X S�I&*." Restrained UGC POLE OVER ANCHOR BOLTS 70AF/1OOAS Duration Factor 1.330 Y-Y Sdesway Restrained End Fb ►+�oh1 ,0 rve R Eleatic Maculae z9,10. 0o kei DRY PACK BEN EA 45 DEGREE CAMPHER End Fkly Fix-frw x-x unbraosd 10.000 R Kxx 2.100 " Lint 8 Short Term Loads Cartbk+ed r-Y lJrrbrecad 10.000 BASE PLATE APPROX 1" X 1 R Kyy 2.100 C Loafs 1 #4 REBAR TIES - - Axial Loam.. Dead Load 0.09 k Ecc for X Axis Moments 0.000 in CONCRETE APRON +I- -l+ N ALL LIGHT POLES ARE TO BE LOCATED AFF AgpyE FLOOR GFI GROWFAULT CIRCUIT INTERRUPTER Lara Lad k Eoc for Y-Y Axis Moi ments 0.000 in _ _ - I 4" TO 6" ABOVE GRADE IN COBBLE ADJACENT TO WALK. Short Term Lok lnswo I 1 TBB__ _ TELEPHONE BACKBOARD EM EAIER(DNCY FIXTURE A"YY-� �• »++t+l ok 10.000� It ADJACENTT - - T FINISH GRADE 00 CONDUIT ONLY NL NIGHT LIGHT"Xa1(y o w l k R I t 4 HORZ. TIES Summa w _ _ Se_,,or TS,$XAXI/4 Neght= 10.00R.AxelLoeds: DL- 0.00. LL- 000, ST- OOM. Ece- 0ODDIn Design OK l CONDUIT DEPTH PER -6 I 1 3'-O" #4 VERT. WP WEATHERPROOF U.O.N. UNLESS OTHERWISE NOTED K DEI unbrated Leng" X,X- CURRENT NATIONAL o..e i I M� �W, �XM AND CONWM TEL M.� 10 o01t, Y-Y- 1o.00R 1 I • !j" - tee@_ 1xL.aT.rulrchd..nt � ELECTRICAL CODE ONE • \ RIG DEICE KIN KILOWATT Also Formula H1-1 +LLDCONCRETE FOOTING REL RELOCATE EXIST � - RISC Fonmtb H1-2 I - - AISC Forrmrp In-3 0.0047 0.0047 0.11o93 MLO WAIN LUGS ONLY KVA KILOVOLT MPS U ANie:FSI caked wEa E2-2•Mir>Cc �, �� F. '4 fa, _ #4 REBAR TIES 1'-6" 3/4X 15 ANCHOR BOLTS (4) �' �. AM AM HANDLING UNIT GM GROW Allowable A Actual Stresses Dead civ �L•_L� �.-,��Qn CONCRETE APRON F 4"-6" MIN. CP CIRCULATING PUMP X DEGREES KELVN Fill Allowable ksi 0.00 kai S 38 ks, 7 16 Ks, DETAIL EXHAUST FAN PHIL PANEL h:Actual 003 kei 0.00 kei 003 kM 003 k . N 4w-6w ADJACENT NOTES: CONCRE LIGHT STANDA Ewl+ ELECTRIC WATER NEATER Fb:xx Allow(F3.,) 27.e0 ksi 0,00 kN 27.00 kai x71 kw HARDSCAPE 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER SIDEWAL __ � �� �� ,b xxActuN 0.00ka o0okN 000 kw 3.90Im APPROVED STRUCTURAL CALCULATIONS. 2PROFILE . STRUCTURAL CALCS AND FOOTING DETAIL TO BE PROVIDED OU CONDDSMc UNIT v VOLTAGE AND SHOWN ON PLANS. VD VOLTAGE DROP A AMPS b:yy:Allow IF3.1) 27.90 kN O.OD kai 27.00 kN 39.71 Ini fi:yy Adel 0.00 kN 0.00 ksi 0.00 kwi 0.00 kai TV MCAL PHASE I Ana" : ' Ff FOOT 0R FIST Feu DULL 5 364 psi Cm DL+L� 0 60 Cox DL+LL 00 W ro F.y DL-LL 3.36~psi Cm:y DL-LL 000 Cby DL+LL 1.00 CONCRETE E E COBBLE AREA rsv MINaSHORT RATING N Pax oL.LL+sT 7,191 p,I Cm:x a•LL+ST 1.00 Cb:x DL+LL+aT 1.00 SCALE: � I.�, Pay:O Ards D 7.,91 pM Cm y OL+LL+ST 0.90 Cb y . L+9T _ ,.� L I GH T POLE DETAIL 2 SYMMETRICAL AMPS Max x-X Ade D.I1sclion -0.321in N 10 000 R Mex r-Y Ala.t3efteuien 0. ESS N.T.S. W Ems +. DGMIL111411VIIIIAL taalttterea ` No�2 m ec ASSOCIATES d •6 24" 25" A CALIFORNIA CORPORATION 125 E BdW Str•irt, SMRs 130 PNDW Cod* Mao,, CA M25 CHRIS BRISKORN 714 546-3231 CKclvICENGINEERING,INC TWO: ,loss FRONT MIN. 36" , FRONT FOC �714� 346-3252 D•.w L WAY Dow:1109AM. 27 MAY 04 PHOTOCELL CLEARANCE ALTTADEN�CA11001 FRONT dt BACK -- i MIN. 36" SCALE: �aOoo MILTAN �W�40 PM� PHONE:IM)T•a-2628 l 1 LEVEL T Y P LIGHT POLE LOCATION DETAIL 4 � W MO DAYS' ANY DEFECTS THE CLIENT FAX:lege)»e-esu w» 1 i CLEARANCE oo we W,- a orOOODOIUEcIW AS Ill°R1EDOF i'�DaauLnwrs - -- - - -- OF METER 1 N. .S. -A�-Tae�c awr Kw OW116,ve.S6 1.2s-oa-msa 3%91 Cohnnrt S@ee P1111% METER -- tapas-202 ENERCALC F,go"WV sea-er. c'1Deaxr•rb as tMknp.MA.•,IIO.Mx•6CK j FRONT dC x�rr i-wn"w..��l�+�awlaas_si AND FORTED K1Elt TIE AOC!'PTANCE PERIOD t9LL OOM►ENSATm FCIt lie AOOITIONAL lItY10ES 1 BACK OF JIM,ION INE 011 Aoftta To INE I'll OrMT PEWrfo Description LIGHT POLE(BASE PLT) i METER 9Y LAW, 1O Ili011rsFY AND HOLD 1Mt OONEULTANT MAIlkIIEEi FROM -.- __ - --- ----- -__-- _.- ANY 0411111111ASE,UAMF O OR 006T, pOLAJFR IIEASOIE I AT101REYS' ^.� c«caations ars dosI r»d to Alit 991 Edition Ago and 1997 L1ec Ragairen»nb PEDESTAL THE�0091Ew1NOlJT 11E PRM MITTEN AUINONZATM OF THE REE AND OF DEFEND AMM FROM ANY ROM OR YOOIF1CA71011 OF 1FE PLANS AND 9PEGFICATION9 FROM OR 11910tlO1 Loaee Steel Section TS4x4x114 I DP1tIESS OR IMOF MERCHMTASLM AND fill Fest ANY L------ OMALTMIL TIE OON MTANT MAIMS NO WAMM 71M U7MM Axial Load 0.09 k Section Length 4 000 m ------ UA�REXFO MW LOSS a POD E OR ANY DAMA CONSULTANT N Section Width 4.000 in X-X Axis Moment 133 k-R Flange Thickness 0.200 in Iola oil 0 lona Web Thlckttets 0.200 in Ptah Lengtht 0 000 in AMowvbiw 90"ooe i wh Width 10.000 n Concrete rc 2.500 0 PN 48" r-� Plate Thickness 0.99e M 9ese Phh Fy 36.00 ksi 1 1 Load Duration Facto, 1.330 tilin pKK Lengtht30.000 M Anchor�Cob E� 2�in TIME CLOCK u-� DESCRIPTION OF REVISION DATECITY Pier Width 29.500 M 8oR Count Per Side 2 1 Tension CapecRy 5.500 k 1 1 OoN Ares 0.442 trl2 1 Summary Smel 0% ITCI I AR�ESS/{/��/' CITY OF RANCHO CUCAMONGA Concrete eels ng shwas @owing strew OK L--J G.F.I. 1 ` A. Actual Bearing Stress 117 7 psi CONVENIENCE ` Allow per AC1318-96.A3.1 INs Saw+rw:@oftinTonsim RECEPTACLE I` Q� j SYMBOLS LIST, AftwperrAalCsD'(�'A"• 2,33275 pW ' i v FIXTURE SCHEDULE, DETAILS Pho @.rtelrr9 streew Thleftness OK Actual ib 9.397.3 PN I MaxAZorPUAeFb 35,910.0 Pis * /06 * VICTORIA ARBORS PASEOS Terrle"@o*Forex 0"Tonal"OK Actual Tension 0 815 It , A6dwaa. SAW k ''•T•k';y"•i;rt' '' ' '� '!�1 PROVIDE CONCRETE �,9 fCTR�G � FOR LMD ANNEXATION ;kis+ti 'C :� ' •�` '?� • '.a �: 'L+ I• .•tii FOUNDATION(2800-28 DAYS) AND �CAL\F Q�pFESolu `' �;4;�"';'�; �'' `'�� ��•; ' "�: A!''ti ,.`.tet * PER REQUIREMENTS OF MFR VERIFY VICTORIA ARBORS TRACT 16373 0 4� �; •;'; . ..• ~ '.:�• *s- •ii.•�..`t•`}. EXACT SIZE OF FOUNDATION WITH PTk W x' c� �s MANUFACTURER AND STRUCTURAL APPROVED BY: DATE. No.C cT1 ENGINEER PRIOR TO ROUGH-IN. CITY ENGINEER �/-f- RCE: 24953 SERVICE CONDUIT 1"C. FUTURE - REFER TO PROVIDE PAD MOUNTED BASE WITH �AE e1V1� �,�� AS REQUIRED PLANS FOR QTY. CONCRETE ANCHOR BOLT'S EMBEDDED IN uED BY PEDESTAL EV oESION Withal-s and SandgroLtd. np � jFOFCA�IF�Q MANUFACTURER. DRON Landscape Architecture 3497 Owl View 9eulerard, Sunt• A PAS CA 91208 L-14 of 18 Td: (e1e) 239-3ooe Fax: (91e) :3s-3oee LIGHT POLE FOOTING CALCS SN.T.S. 5 PEDESTAL ELEVATION SNAT.S: 1LE: LD�D4�4 X38 -1-- of r 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. IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND MUST BE USED. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. SIZE. 600 VOLT CONDUCTORS SHALL BE TYPE "THHN/THM (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 SIMTCHGEAR 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. ADOPTED EDITION OF THE N.E.C. AND OTHER APPLICABLE CODES. 7 ALL ELECTRICAL EQUIPMENTS, BREAKERS, HOUSE PANELS, AND TIME SWITCHES DIRECTORY SHALL BE PROPERLY TYPING LABELED. 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE, EQUIPMENT, 2. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND 8 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING PROPERLY OPERATING ELECTRICAL SYSTEM. 3. THE CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING OF WIRING, OUTLETS, AND EQUIPMENT TO BE GOVERNED BY STRUCTURAL THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" CONDITIONS AND OBSTRUCTION. 5. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS N TYPE INSTRUMENT SHALL BE USED. ITHE EVENT THAT HIGH RESISTANCE TO OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY GROUNDS ARE FOUND THEY SHALL N ISOLATED. MAKE PROPER CORRECTIONS 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 RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. E POWER DISTRIBUTION EQUIPMENT AND DEVICES MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L, N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 1. PANELBOARDS: PANELBOARDS SHALL HAVE MAIN AND BRANCH CIRCUIT BREAKER RATINGS OF SIZE AND QUANTITIES AS SHOWN ON DRAWINGS. PANELBOARDS SHALL 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. MEET FEDERAL SPECIFICATION W-P-115B AS TYPE 1, CLASS 2. ALL CURRENT CARRYING COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR PARTS OF THE BUS ASSEMBLY SHALL BE PLATED AND SHALL BE ENCLOSED IN A STEEL TO CONSTRUCTION. INCLUDE ALL COSTS IN THE BID. CABINET SUITABLE FOR SURFACE OR FLUSH MOUNTING AS INDICATED BY THE DRAWINGS. UL LISTED "HACR" 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-BUILTSM VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR INDICATING FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, ETC. SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE 13. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE B CONDUIT FIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES MICH WILL OPERATE AT THE VOLTAGE TO MICH 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 de ASSOCIATES PAINT CONDUIT TO MATCH SURROUNDING SURFACE COLOR. (OBTAIN MANUFACTURES 3. COMPACT FLUORESCENT FIXTURES SHALL BE PROVIDED WITH ELECTRONIC BALLASTS NAME AND COLOR NUMBERS FROM ARCHITECT AND/OR OWNERS REP. A CALIFORNIA CORPORATION AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. 'nOE ear s� s..• sem. 150IA Cato Mo. CA Mn 2. ALL CONDUIT PENETRATIONS THROUGH FIRE-RATED FLOOR SLABS, SHAFTS AND WALLS 4. FLUORESCENT LAMPS SHALL BE 32 WATT T8, 3500 DEGREE KELVIN. PHILIPS, GE, now BR�SKORN (714) see-MM SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE WITH AN APPROVED UL SYLVANIA OR EQUAL Fm 714 50-= MK Ri001D 00Q✓>AK116 ARt laIROI�O FLK Al Tim LISTED CABLE-AND-CONDUIT ARE STOP OF FIRE RESISTANT SEALANT. THE RATING OF BY M OOIWANT TO M CLADIT AND AN>� FnR ,� 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 ommLfm- Fv>e00 u>o me ANY PW ODIDUU>w DIlOOYOq DUI�No,...POW�K RaORM X M PENETRATED. LIGHT FIXTURES. TA»T A�E ��' ai M .�.�a> C,�.OF DETEC►ED AND Rt►O M A/1ER 1Ic AOWTANM F�ovoo ULL K OOMPOISAlm FOR A$ADD" MAL KAMOLE. N AKflI K M CAM mm 10 M EST D FULLEmm Powrf DI'LAN, 10 011001AND MOLD M CONOL LTANT M WESO FROM 3. PVC SCHEDULE 40 NONMETALLIC CONDUIT WITH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR mn° ,"A "D ARS��'°"""� SHALL BE USED BELOW GRADE ONLY IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. MooIF�cATA�II w M"�+°AND URo FROM a nwalaN 11E Oli7/T NIRIOUT M FRR1R NI�TIEN AUIMOIYZAll011 OI TME OMKXTAMT. '*a 00NlRI Lana man NO N,IRRANiIm u"m DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE °`N"O EWNT 94ALL I" FOR T SO CONSTRUCTION. 7. ALL FIXTURES INDICATED WITH COLOR AS SELECTED BY THE ARCHITECT" SHALL BE LURE no ANY UM OF FRGFTT on ANT D0MA4m 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 COATING. 8. ALL FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR. DESCRIPTION OF REVISION DATE an �ouao: 5 PE MITTED BY CODES, EXCEPT AS OTHERWISE RTRICAL C TUBING UP TO AND EIFERENCED WITHIN THE CONTRACT QROE NG 40 MAY BE INSTALLED AS ESS/ CITY OF RANCH 0 C U CAM 0 N GA DOCUMENTS. A. 6. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO GENERAL NOTES MOTORSP UMBN�GCAND KKIITC ENCEQUI MEN1DEVIES TDINDICATEDAON DRAWINGS"0 HAVEA AFLEXIBLE * " . /30/06 * VICTORIA ARBORS PASEOS CONDUIT CONNECTIONS, AND IN ALL AREAS WHERE EXPOSED FLEXIBLE CONNECTIONS �,9 ECTR r"v�� ��' FOR LMD ANNEXATION ARE REQUIRED. ALL FINAL CONNECTIONS TO TRANSFORMERS SHALL BE MADE USING OF*CAI, VICTORIA ARBORS TRACT 16373 LIQUID - TIGHT FLEXIBLE METAL CONDUIT. 7. CONDUITS REFERENCED AS CONDUIT ONLY (C.O.) SHALL BE PROVIDED WITH A NYLON APPROVED 8Y: DATE' CITY ENGINEER RCE 24953 PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE o�oN CONDUIT. Withers and Sandgren. Ltd. vzoommDm JtS Landscape Architecture 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE DPAW+ 3467 O. View No,ffieve , SuR. A PAM PROVIDED WITH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMIC a«,eeL.. CA 91206 L-15 OF 18 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL T« (816) 236-3MF (see) zss-aoea BE USED. �� �AWM NO. aWaro+ _C OF 1 • A C FREESTONE COURT LIMIT OF �� WORK LIMIT OF WORK W - _ �� _ I 1,3 A Z ' ! �i 4 — .. POLE WHT, TYP. --- Ll1 1.3 - Z O Q ' LL i ' y Il A1.3 1 .3O LIMIT OF j WORK - L-18 , 1 3 LIMIT OF 1 -- i WORK '08-1.3 1�1 - / ------ ----- Mal% —_ - - - - — P10: POWER PEDESTAL POINT OF CONNECTION LOCATION: - ---- - -- i �-- `y HANDHOLE HH#H242B , STATION 44-06 ON CHURCH ST. P8: POWER PEDESTAL POINT OF CONNECTION LOCATION: - - HANDHOLE HH#H242G , STATION 50-78 ON CHURCH ST. - CHURCH STREET CHURCH STREET TRACT 16373, LOT 'A' TRACT 16373, LOT 'E' NOTE: KEY MAP SEE SYMBOL LEGEND, SHEET L-14 • �� do ASS00ATES •F �., DOMMINTSISAL 91612211190 K'M/ t --�_._! • • I• t A CAUFORNIA CORPORATION 3"`05 125 L Bake► Strsmt. Sft 150 �l « OiR1MSKatli Costo (714 5A6CA 00 Fm (714 SM—m s A9!0100 IMl OOOI 111 AR OSR101Ec FRO M BITTED F�` • : • L M w9 C NRJLTANT TO TK GLINT AND Alt fllOCTM FOR AN Y . • • ��. 61 ACCIPTA 10E roeoo OF 0449 oAn ANY ORFMIs 7!t CLINT low• M +T >! - r( TANT�RILL E COMECTE Im MOD� M PART RM�TM , I WC•o0F[OF set"CM 0040m, OF DEFECT!WIECTEO I M FOR mAFTIR M ACCEPTANCE POM TALL EE OOMFERSAM � Y � M A�11011, 1t�Ii A01�10 T19 IIR1aT OI101T�/T7m • A 1 . NT LA%MM 10�/�NY NO N=W OOLTANT MMM RM i ♦ PW ,' (; i 1m AIO OOSTi TM�EN� A,FROM ANY QAICKNILE ! � r ■ MOORICATON OF 119 RAN AMD 314M CM IS FNW OR TNAOW 119 CLINT 1aTM"119 PN=W10 AWHOWAIM OF M i �� • • 00MULTANT. A9 OONILTANT K4113 NO MMM 41117 ,e1NIN ElrIQ1 QFOR A �CFI9RQ/ANTAIKITY AND FTIKSA NY TANt K NIR110ULAR F1�0�. N NO EMT!111{1 llt 0011lAL a IlARF Fpt ANY LOTTO OF F1M0Pf OR ANY DAYAQE r, . -- Cffy DESCRIPTION OF REVISION DATE AFFIROM T �y _ r ESS, CITY OF RANCHO CUCAMONGA NTS _.� _ A. LIGHTING PLAN N 130108 * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIGl' eeECTR���� �� FOR LMD ANNEXATION 1-800-227-2800 7jFOF CAL 1F� VICTORIA ARBORS TRACT 16373 APPROVED BY: DATE. PLAY IT SAFE. AT LEAST TWO CITY ENGINEER RCE: 24953 DIAL BEFORE WORKING DAYS imoowM YOU DIG! PRIOR TO OEM Withers and Sandgren, Ltd. E_5 EXCAVATING 10' 20' 40'' Landscape Architecture 3497 CN•en VNw Bou*ww* !MN• A PAGE SERVING NINE SOUTHERN CALIFORNIA COUNTIES 01inda , CA 91206 L-16 OF 18 ' s Tel: (818) 230-3001 Fe:: (818) L-56-30"120. atocM MwrMc; No. 10/04/0+ 1138—L - � cok FREESTONE COURT_ LIMIT OF ; WORK W fi - LIMIT OF ,,. •2, `a r tae u et, ;s 1A WORK _ ta.a 'ea �•� '2A I�� 'u `a.e `4A .e II n g `a.! •10.4 • has `e.7 2.7 `e • •3A •7.1 rf z •2.7 •7 a 1.1 •0A M ' • A ♦ •2.7 `10 `1N' `0.7 X i `2A •Ql •1� •0.7 LL •a., ''a,1 �� •OA 3.3 •&f `2A ,Iv �• •7A •� •1A \ .7 •4.7 • _ I •2.1 - .e 11.3 %J IIII � . `Ilq •10A •eid f \ i ' •a.0 ' 2a "11 \ `1b. •2.1 r • • • i" ! �i to 1.1 ( • .3 •eA "a'#IA LIMIT OF / •, •2, •211 _- WORK aA 3.1 2.1 o.e e.7 r.1 n.J i R \ • • • _ — I'� *'•,. .. _ --�� =$A�eA #104'Sm .a .j 1, •10.0 •3.e • �/, —IV MIT OF ,A' II! — — 7 7A 4A I. i 1 - - ORK 1A .6 IA -- - - - e.1 a.f � - - > • Z - a9 1��1 1� � ® I _ C ! r �- -- 0.2 r Jo -- CHURCH STREET CHURCH STREET J I '+-t TRACT 16373, LOT 'A' TRACT 16373, LOT 'E' NOTE: KEY MAP SEE SYMBOL LEGEND, SHEET L-14 r� ASSOCIATES Mnann.�.rrn.nn• s • • s s • • s s s • • • • _ s _ s �j p • Y � �_ _.. _ �� � - • � n � CALIFORNIA CORPORATION s s s' s s s s = s s • • • • • _'` �_ �. • ' s PON=NG a ,.� s t • 125 E Baker �� t�3aBc�2—A5 Oona CA 92626 Fac fT4 546-3251 714 516-3ZS2 Of M�TAN°0NT 110 liAm lt ousrfil D AM sOWIM Fm wrm �' • =L --- �- ISI a AOWTAMM F01OO Or M OAYL ANY OVUM 11e:MW • r "�- I OIaC0 1111 OUPM 7MI fw00 ILL e[WORM 10 11[ NATANT AND 1Nl OF CNI E M All PART Of 1W 000OLTAN1'f Sow OF 21prOm 00111=1 or orTom• + i 1 NO MIORM Af=*K AOMPTANO PMW ML is o Alm M All ADMO IAL sOeMcs 4 M 00111" .We CUM AeReQ 10 1K MLW Owl fOlfTlm • A • r 0 11 i+ I M I �O IIIm m OmeatR �0011MTRt11 al� A�T1011UM�e 1 S' r • •' I• m cA1R7N0a w ra OF KNa Iwo ffvormm"/Nor on 1"Nom Q (i IM Q"T erDIO1IT 1K MW e1RT�l AU7110NUI1M Of M oPROe ONCommTNIT. 1Nc OF�Tw1a/ANTAeem AM MNM FOR IW1f MRIIC" IN No rk"T 9 LL IM 004KLTA11T K •' • LIME FOR ANY IAM a POM OR ANY OMIAed �e Bl " DESCRIPTION OF REVISION DATE � � �• :r..._ ESS/ CITY OF RANCHO CUCAMONGA NTS •�:�. �. s �A PHOTOMETRIC PLAN * N �A * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIG l' �4ECTR\r- �� FOR LMD ANNEXATION 1-800-227-2600 '�01�CAL\F� VICTORIA ARBORS TRACT 16373 APPROVED BY: DATE: /a �Z/d�- PLAY IT SAFE. AT LEAST TWO CITY ENGINEER /�/l/� � �L�i� RCE 24953 WORKING DAYS DIAL BEFORE PRIOR TO I�COMMElIDED YOU�, Withers and Sandgrene Ltd. 5 s EXCAVATING 10, 20' 40' Landscape Architecture - T � 3W 0eean Vlew eruloverd, suft A PAIS Glendale, CA e1M L-17 OF 18 SERVING NINE SOUTHERN CALIFORNIA COUNTIES (eu) z3s-soa rem (e1e) z3s-3oas 1' = 20' a1a.�c oRAw�1a No. 10/04/04 OOT _a PANEL P8 Location: Serv. Ped. Bus Rating Amps Volts.240 120 Mounting: Main CO: 100A-2P 125 Phase 1/3 FREE STANDING LOAD INFORMATION VOLTAMPS CB RATING VOLTAMPS LOAD INFORMATION LOAD Note Tye PH-A LEG A LEG B pct P C8 LEG CB P Ckt PH-A LEG A LEG B TWO Note LOAD POLE LIGHTING 1 L 174 1 2 20 A 20 1 2 L 174 3 - 20 B 20 1 4 5 1 20 A 20 1 6 7 1 20 B 20 1 B 9 1 1 20 A 20 1 1 10 11 1 20 B 20 1 12 13 1 20 A 20 1 14 15 1 20 B 20 1 16 17 1 20 A 20 1 is 19 1 20 B 20 1 20 21 1 20 A 20 1 22 23 1 20 B 20 1 24 25 1 20 A 20 1 26 27 1 20 B 20 1 26 29 1 20 A 20 1 30 31 1 20 B 20 1 32 33 1 20 A 20 1 1 34 35 1 20 B 20 1 36 37 1 20 A 20 1 38 39 1 20 B 20 1 40 41 1 20 A 20 1 42 0 174 1741 A B 1 0 01 0 TOTAL G: 174 174 LOAD BREAKDOWN DF VAxDF VA NOTES LOAD TYPES CONTINUOUS LOAD x 1.25 3,293 Z810 I CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR x 1.25 0 0 L LIGHTING LOAD RECEPTACLE LOAD x NEC 0 0 R RECEPTACLE LOAD DVVAM4G TYPE LOADS x 1.00 0 0 4 M LARGEST MOTOR OTHER LOADS x 1.00 0 0 5 D DWELLING SIDENTIAL Suml 3,263 1 2.616 CALC*D AMPERES Pe PANEL P10 Location: Serv. Ped. But Rating Amps Vdts:240 120 Mounting: Main C8: 10OA-2P 125 Phase e: 1/3 FREE STANDING LOAD INFORMATION VOLTAMPS CB RATING VOLTAMPS LOAD MVFORMATION LOAD Note Tive PH—A LEG A LEG B Ckt P ce LEG CO P Ckt PH—A LEG A LEG B T Note LOAD POLE LIGHTING 1 L 174 1 2 20 A 20 1 2 L 174 3 — 20 B 20 1 4 5 1 20 A 20 1 6 7 1 20 B 20 1 6 9 1 20 A 20 1 10 11 1 20 B 20 1 1 12 13 1 20 A 20 1 14 15 1 20 B 20 1 16 17 1 20 A 20 1 16 19 1 20 B 20 1 20 21 1 20 A 20 1 22 23 1 20 B 20 1 24 25 1 20 A 20 1 26 27 1 20 B 20 1 28 29 1 20 A 20 1 30 31 1 20 B 20 1 32 33 1 20 A 20 1 34 35 1 20 B 20 1 36 37 1 20 A 20 1 36 39 1 20 B 20 1 1 40 41 1 20 A 20 1 42 01 174 174 A B 1 01 01 0 TOTAL 174 174 LOAD BREAKDOWN DF VAxOF VA NOTES LOAD TYPES OONTNUOUS 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 R RECEPTACLE LOAD DVAILNG TYPE LOADS x 1.00 0 0 M LARGEST MOTOR OTHER LOADS x 1.00 0 0 D DWELUNG ESIDENTIAL Suml 1 3.263 616 CALn AMPERES P70 & ASS00ATES D 04 M.LIMISAL 910181811• CALIFORNIA CORPORATION IId125 E Baker Sbut, SuRe 150 2-AS GNTto Meso, CA 92626 (m!I UNUM 714 546-3251 Fax 7143 546-3252 mm Iwo=DOCUMOM Am ORCIN NIC Ads A6 f1SISTTm by M CONSULTANT 70 M OUENT AND AR SWUM FOR AN ACCEPTANCE PERIOD OF 305 DAYS. ANY DEFECTS M CLIENT OMOOVERS DURNS TMS PEDOD eu K IMPORTED TO M CDNINIXTANT ANO S11 K COMEM AS PART OF M 00MILTANT'S BASIC SOOK OF MMM OORRE)MW OF OQECTS CMCTED AND REPORTED AFTER M ACCEPTANCE PE1e0D MLL K COMPERSATED POR AS ADd11ONAL SERW= N A00MCIL M CLALNT ASIEES TO M RXLEST Ol1lNT PVWrTED 9Y LAV& TO IOEMePY AND IIOLD M CONSULTANT NASEESS FROM ANY DAMAOL UANUTY OR DOST,NCLLOM IIEASONAILE ATTORNEYS' FBS APO COSTS OF OVUM AMNO FROM ANY REUSE OR MODIFICATION OF M PLANS AND SPEWICA706 FROM OR 7NROUON M CLIENT WTHOM M PRIOR■STTEN AUTHORIZATION K M CMSLUANT. M CONSULTANT MAlES NO WARRANTIES, OWER OPIESS OR SELIED, OF KRCHANTANJTY NO FI7NM FOR ANY PMTIWLAR PLWOK E N NO EVENT SHALL M CONSLUANT K LIAG E FOR ANY LASS OIr PROFIT OR ANY DMAAGM DESCRIPTION OF REVISION DATE crtY �oYo: QRp�FESS�Qy�, CITY OF RANCHO CUCAMONGA �N A. Y ' PANEL SCHEDULES /30/06 * VICTORIA ARBORS PASEOS �ZfCTVt �P FOR LMD ANNEXATION SCA\- VICTORIA ARBORS TRACT 16373 APPROVED BY: DATE: / ///�4-, CITY ENGINEER t--E- aw RCE 24953 DESIGN FAMOMMENDED Withers and Sandgren, Ltd. Landscape Architecture DRAWN 3467 Ocean View boulevard, Sulk A PAGE 01enda%, CA 91206 L-18 OF 18 Tel: (618) 236-3006 Fox: (816) 236-3066 CIi0C1Q:D ORAM►M4G N0. 10/04/04 SHEET of i