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HomeMy WebLinkAbout1904-L DEVELOPER OWNER STANDARD PACIFIC HOMES ANDSCA E ARC C U A A \ S 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 D A XA 0 VC 0 A A 30 S CONTACT: MIKE WHITE TRACT 16313 L . M . D . N 0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX W o 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 1 TITLE SHEET Q mLANDSCAPE ARCHITECT AND THE CITY. L - 2 CONSTRUCTION PLAN W Y �� 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. w L - 3 CONSTRUCTION DETAILS 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 4 THRU L - 5 IRRIGATION PLAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ^h L - 6 IRRIGATION DETAILS / PRESSURE LOSS CALCS O 0 �� 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L - 7 TREE PLANTING PLAN 210 FREEWAY L 8 SHRUB / GROUNDCOVER PLANTING PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 PLANTING DETAILS 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L - 10 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) BASELINE RD. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 11 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES 7, WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS FOR RECLAIMED) CHURCH ST. HAVE BEEN APPROVED BY THE CITY ENGINEER. L - 12 ELECTRICAL - SYMBOLS LIST, FIXTURE SCHEDULE, DETAILS FOOTHILL BLVD. 8 SLOPES LO ESI AREA EXCESS OHE5TVE OF SLOFEET PE. SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L - 13 ELECTRICAL - GENERAL NOTES WIDL - 14 ELECTRICAL - LIGHTING PLAN PROJECT 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L _ 15 ELECTRICAL - PHOTOMETRIC PLAN 6TH. ST. 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 - 16 ELECTRICAL - PANEL SCHEDULES (P3, P4, P5) SITE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 10 FREEWAY // GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. LU W � Q J j 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPUCATIONS REQUIRE A P.C.A. RECOMMENDATION. Q Y Q 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. w Y a z 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: = J Q Q * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS �_ BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE 8" WIDE X 6" DEEP CONCRETE HEADERS O ~ NOT TO SCALE * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS W * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS U > 13. MEANDERING SIDEWALK LAYOUT. WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, IMEMENEWN MAINTENANCE RESPONSIBILITY MAP PRIOR TO FINAL CONSTRUCTION. CONSULTANTS 14. PUBUCLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CIIY INSPECTOR. CIVIL ENGINEER: UTILITIES CONSULTANT. )` - - - --- -- -- I, I I * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ��E_RITAGE_COURT,,,. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. DIAL BEFORE YOU DIG MDS CONSULTING BJ PALMER AND ASSOCIATES 1-800-227-2600 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA, SUITE 921 ° IRVINE, CA 92614 SAN JUAN CAP I STRAN O, CA 92675 PLAY IT SAFE. AT LEAST TWO (949) 251 -8821 (949) 487-2555 ROY S-DR�LE DIAL BEFORE WORKING OR TO CONTACT: STAN MORSE CONTACT: BRUCE PALMER LIVID AREA!1You Dlcl v EXCAVATING I. i SERVING NINE SOUTHERN CALIFORNIA COUNTIES I APPELLATIO LANDSCAPE QUANTITIES ClJCA p O DRIVE ) COMMUNITY 16313 LOT ,A, 16313 LOT ,B, .� ENTRY PASEO TRAIL PASEO - (Comer of Day Creek BfW.a • TOTAL SQUARE FOOTAGE: Church Street) - an vl TOTAL ACRES: 0.10 0.06 0.36 DESCRIPTION REVISION DATE IM�IIOi11Eoe I 40 I'' I II II II TOTAL LIVID AREA: 4,251 sf 2,715 sf 15,898 sf O 'TI CITY OF RANCHO CUCAMONGA LANDSCAPE AREA: 2,034 sf 1113 sf 7,825 sf Q f I COBBLE (INCLUDES SIDEWALK OVER 4'WIDE): 430 sf 1,174 sf 5,097 sf I BALANCE OF SIDEWALK AREA: 1,256 sf 428 sf 2,976 sf TITLE SHEET IV ' COBBLE PERCENTAGE: N/A 51.3% 39.4% LIVID AREA TREES: U > VICTORIA ARBORS PASEOS —---� ----- CERCIS OCCIDENTALIS _ 3 - FOR LMD ANNEXATION LAGERSTROEM A INDICA 5 _ 81 — - SPE VICTORIA ARBORS TRACT 16313 MAGNOLIA GRANDIFLORA 'ST. MARY' 4 - �' w�T"F �y J� � � „ APPROVED BY: DATE: w/�� -" --- — ---- --. - PHOENIX DACTYLIFERA 3 - - '� � CITY �� ��,(� �� RCE. 14953CHURCH STREET PYRUS CALLERYANA'ARISTOCRAT' - - 7 o�oN � RHUS LANCEA - - 7 L LW, DN * * Withers and Sandgren, Ltd. r. DECORATIVE LIGHTS: - 12 3 0 • oie�ww rraE NOT TO SCALE sr�r ete �.� DN 36Landscape Ocean iew Boulevard.Architecture � L-1 of 16 II' DECORATIVE BENCHES: 2 - - E OF cl.r006 006 CA 91208 T.�: (a�a) 236-3von: (a�a) 236-3066 LIQ QED (81 Lw 09,30,2OD4 I qoq- L >�r Z a RETAINING WALL BY OTHERS, SEE "WALL PLANS, VICTORIA ARBORS REFER TO VICTORIA ARBORS PASEOS LIVID RETAINING WALL BY OTHERS, SEE TRACT NO. 16312-16314, 16369-16374- TRACTS NO. 16370 AND 16369 PLANS "WALL PLANS, VICTORIA ARBORS FOR REFERENCE ONLY, SEE DETAIL L, TRACT NO. 16312-16314, 16369-16374" SHEET -3. REFER TO VICTORIA ARBORS CFD '� FOR REFERENCE ONLY, SEE DETAIL L, 2001-01 PLANS, CITY DWG. N0.1833 �'' T O'� -� 2� SHEET L-3. '� 2� LIMIT OF WO KASIO. 10-\ � o� ,L� �. �. �� �,� C - 3 � � C - 3 \.0 C - 5 TYP. � STREET R.O.W. �O� C - 2 TYP WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS �, w C - 1 (RUNS ALONG WALL) C - 1 C - 2 TYP. _ TRACT NO. 16312-16314, 16369-16374" , FLOW LINE, TYP. - �, � - - - - -C - 3 TYP. - - - - - - - - -TYP. • w - - ---- - - C - 10 SEE ET L.'i w . • . . • • . r • w / — — \_ � SEE L.9 • — OD _ _ `` . • �� I I xI I C I I 'ui 11 41 W ILI v y • - . ., :� .� - � °O - - - - - - - - CD0 MIT OF WORK Q D - - - �TYP. C - 10 LI IT OF i O - -- - - - a- - ORK - -- - --- - - -- -- - CL WALL LOCATION (TYPICAL) - SEE 3 FLOW LINE, TYP. TRAIL: TRACT 16313, LOT 'B' C - 3 ' Q - 3 "WALL PLANS, VICTORIA ARBORS TOE OF SLOPE, TYP. CTRACT NO. 16312-16314, 16369-16374" 0, -\ LIMIT OF WOR O 0 ~ GJ �O TOP OF SLOPE, TYP. 0� ,` b 0\ 1 O'� �-_ O'� O'� C;\ Q I ) ALDERBROOK DRIVE p C - - ORM DRAIN WALL LOCATION TYPICAL - SEE r 0 q "WALL PLANS, VICTORIA ARBORS - TRACT NO. 16312-16314, 16369-16374" ..III I m ii Q .� C - 3 Y I REFER TO VICTORIA ARBORS CFD % • 2001-01 PLANS, CITY DWG. NO.1833 IT • w � w O --- � ;� LIMIT OF WORK v �� ' U KEY MAP NN 0\ V V-I. N'• / / • t A., A >\ V C - 1 \ \` i A Iii TRACT 16373 LOT '9' 'I C � • ' C 2 TYP - - O - �RUTHERF C - 6 r -- -- DRIVE 1 Typ 5 w 4Q C 3 TYP. W�� START OF PATTERN, AWN WITH BACK Of CURVE AND CECENTER .' \ -- -- - i I ON DAY CREEK BLVD. - - - _ - - C - 5 TYP. I SIDEWALK }, y � I - - - - - _ \ - � 4 ' 0 - 6 '' --- L4 LIMIT OF WORK CHURCH STREET______ - _. CHURCH STREET REFER TO VICTORIA ARBORS CFD 2001-01 PLANS, CITY DWG. NO.1877 DESCRIPTION OF REVISION DATE an CA Pp CITY OF RANCHO CUCAMONGA CONSTRUCTION LEGEND C - 6 COLORED CONCRETE BANDING IN RIVERSIDE BUFF, � �� µ wir�, y PROD. NO. 28 FULL STRENGTH, LIGHT BROOM FINISH, 'e? '� C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS BY L.M. SCOFIELD COMPANY, 323-720-3000. SEE DETAILS F & G, SHEET L-3 ne CONSTRUCTION PLAN C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF C - 7 COLORED CONCRETE PAVING IN RIVERSIDE BUFF, BOULDER SCHEDULE RANCHO CUCAMONGA STANDARD DETAIL 542 PROD. NO. 28 HALF STRENGTH, MEDIUM BROOM FINISH, * IV VICTORIA ARBORS PAS EOS (SEE DETAIL A, SHEET L-3) BY L.M. SCOFIELD COMPANY, SEE DETAILS F & G, SHEET L-3 p - X DIAMETER BOULDERS DIAL BEFORE YOU DIG sr�rF OF `P FOR LMD ANNEXATION C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. C - 8 ROUGH EXPOSED AGGREGATE FINISH CONCRETE 1-8&227-2600 VICTORIA ARBORS TRACT 16313 CONCRETE MOWCURB ON ALL EXPOSED EDGES OF PAVING (TYP. - SEE DETAILS C & D, SHEET L-3) s = 2' DIAMETER BOULDERS 4 D APPROVED BY• COBBLE AGAINST PLANTERS (SEE DETAIL B, '/ DAT' iy/r/uf SHEET L-3) C - 9 BENCH, BY DUMOR, BENCH NO. 118, 6' COLOR: BLACK, qTY ENGINEER ./�/l,Lc-�t�C-�clf DATE' 24953 AT LEAST TWO AVAILABLE FROM THE WAKEFIELD COMPANY 949 552-1130. o PLAY IT SAFE. lmrq Ol IEDOMlENM ( ) = 18" DIAMETER BOULDERS DIAL BEFORE WORKING DAYS C - 4 STREET LIGHTING PER STREET IMPROVEMENT PLANS SEE DETAIL E, SHEET L-3. PRIOR TO o �o' 20' ao' LW, ON YOU DIG! NOTE: BOULDERS BETWEEN THE STREET CURB EXCAVATING ° Withers and Sandgren, Ltd. C - 5 DECORATIVE LIGHTING, SEE ELECTRICAL PLANS, C - 10 AREA DRAIN, TYP. REFER TO STREET AND STORM DRAIN AND THE SIDEWALK SHALL NOT BE TALLER THAN D Landscape Architecture ^"0E SHEETS L-12 THROUGH L-16. IMPROVEMENT PLANS (TRACT 16313), SHEETS 2 AND 6, BY 24" ABOVE FINISH GRADE. SERVING NINE SOUTHERN CALIFORNIA COUNTIES 3467 Ocean View Boulevard, suite A L-2 of 16 CIVIL ENGINEER FOR ADDITIONAL INFORMATION. 1• = 20' CHEOMGlendale, CA 9120E TOAMMI'IQ •I: (Sis) 236-30066 Fax: (SIS) 236-3066 Lw 09M/200+ I 1q0q _L M of i QA>0 MORTAR oOalLlf01E FLAT !bE W �.Cm CASE 1 � � COLORED CONCRETE BANDING. SEE HOLIDAY COMPANIES 10 2X stew" 2 TO 4 RETi4INING WALL - SLOPING BACKFILL cSTREE COLOR AND FINISH PER p FlINiISHED EXPOSED AGGREGATE MIX �� ` , .4 NOES' TYP. SLAB REINFORCING #4 CONTINUOUS MIX NUMBER CM 1255 ooIlclWrc nm_Isa°810a NO MLCO TORMTOLW a 0�ON CONCRETE CHAIRS. VERIFY WITH MIX WEIGHTS POUNDS S.G. A.V. UMOfl"'EAT" °0a°LEST01E S'NOR M MR 019Wl a>l.21-I S. UN STD.11,s usEoe�-�rv� SOILS ENGINEER DURING SUBGRADE EVAL. �01�DO1 LW ASTM IS frlO' 4 W.11-IS. SMEWOU OR CUR! CAN 2 (IOGTE 101 RAI) NII. SOL Omm a unEAsrrr neu aaof�c srtfl A�atAOr<eo roll es sees AND ur. a PROPERTY LINE WALL WUrSM%VM ro BE 21W PS A" FM LOC STV.A011-1l. PL PL EXP. JOINT TYP., SEE DETAIL D TYPE II/V CEMENT 520 3.15 2.65 Jlmcmnnam Em air CONKE PROVIDE COM0RETE 2M M NX 0M LW�3.,�, F 0RXA CAST' FILL VOID WITH APPROVED ELASTOMERIC CEMENT - SKS 5.53 ArAnffrmn4m Sim VARIES 20' - 27' COMPOUND, COLOR TO MATCH CONC. PUR �^' ► VARIES e' SAEWALK vARTES COLORED CONCRETE PAVING WITH #3 ON .. +' % '`• LWSAAn/(iP M m � oc WISE>J0. CONCRETE CHAIRS, 24" O.C., EACH WAY. rlrovine A Mj71M a33.3v+"GRArli STAlDIUIl111 AS 5-9 MIN., 10-3 MAX. 5-e MIN., 9-8 MAX. COLOR AND FINISH PER PLAN. SEE CML J2-1.5" AGGREGATE 0 2.63 0.00 ma ° 1. W4 TEXPROFF54CA71JUJWOFOVALL W1 001P lrERSTavaREQUAlL. 2 PLANS FOR FINISHED GRADE. CAx 3 -,� rl----��---i rF-- PROV10EPROPE 94ORnIGnINMnIGQ7Ik5MLCTON• r �* % OF AGGREGATE 0% MOWNM 8mm s 1/2 1'-0" VARIES 1'-0" -W w •.� w �IICUASL FIRST P SECOND POUR FIRST POU E s• I I I• -� 3-1" AGGREGATE 1549 2.63 9.44 ' T ° •+ ar,. w o �a. % OF AGGREGATE 50% comma n m w//3 11M II O OaNG •10 QRI mm WIOURiD �0 4" 2 � � 1` � � � � � w/p0 HCl all1ECIIOp - _ r WL / 4' WW. RAD. SM OfTAIL 1-1 2" a,Ra!ouneR off o°Nonaw v%W 0 mac or -� _ 111= 11= 11= =1 � 1=1 � �_� I I= � �4- PEA GRAVEL 307 2.61 1.89 Y CLI! Now - FINL SWK CHURCH $T. MWARD I -1 I-I , . .. . , , ,. . .. :. • ; . :. • , • , . :. PAD ELEVATION I I I -III- % OF AGGREGATE 10% 1 V oowL• mW or _ _ PER CML STREET IMA ORATHAGE PAD ELEVATION I-, 3 x 18" DOWEL, CENTERED AND LOCATEDeR �� PLANS Wx I 24" O.C. WITH CARDBOARD OR PVC SLEEVE ON ► / C W SM s PEW 1rc w/ 1 a. 311 _ � � EXPOSED END BEFORE SECOND POUR. � WAIL WPM W/ NRA11 140 MM CONCRETE SAND 1230 2.61 7.55 +� �A m - x10119 o1Ma1. EKTERwIOor DECORATIVE � DECORATIVE +• = L„ Lia=ar WLL w/ar9 VATOWW. COBBLE ROCK - -11 i li - COBBLE ROCK 957E COMPACTED SUBGRADE OR •OETw+�K wr�Dealllt *US r-r!LWV MW use 0101 PER SOILS REPORT % OF AGGREGATE �% IOIp Ar RIOIR Ap01FE (Tr1.) pE/D marts w/ 1 CF. ]/4.WAV- Ir ow FINISHED GRADE AT PLANTING AREA r NK /,V NIx. an. r roc now ouR�r0I aRr sm. ea+ PROVIDE ON-SITE SAMPLE FOR APPROVAL BY .041 pox >r (��'N poRL copr a r� CITY REPRESENTATIVE / INSPECTOR PRIOR ENTRAPPED AI 1.5% ' aopcllcrE aura ! plot+wAus TO INSTALLATION. LmaI I= U =oRERwIlE WrEcnlm, IML Wr /4"MM OW. N r WAL. INSTALL ALL CONSTRUCTION JOINTS TRUE OBTAIN APPROVAL OF FORMS BY CITY BOE s- a'-r - Np. rl ,>r s AND STRAIGHT, SEE PLAN. REPRESENTATIVE PRIOR TO PLACING ANY WATER-GALLONS 38.0 1.00 5.07 001°` WE 1 """ 'r- 'm """°1119 E'Ac>� s wola00es sIIrL WE 1/s an[a10R. 0oaaaa 1IIItl wwt>N mrlonOR. CONCRETE. M 2-1 2 n=417MasM %"L No ' %Wwm9 0.A alWlli ARIA, Nn. 10 90. ". DWL N ARPIOYm N THE an NJrECM 10111oR 10 TOTAL 27.00 s.MCMW A" E°�ANO 00W wI RML RtP M lanae a ALL. na RoTO art Ar111oVEA N 7119 MY MWM. 7.Roan EMAIL m Et1o0r1I1. Rotm m Apo"a or 00JECTIOIMNL OwIOUIY1110pa! r 191 1IIE aloe ommff. 'A ' 'B' 'C' 'D' DOWEL 'E' VERT 'F' BAR �«�WPM D` � AN AN�`:I. ff ALL 71M• N 1149 11M». 2'-8 2'-3 N/A 32 14'J41• N/A N/A �'-4 ?._� 6" 32" 0/C 49" NIA ,� e 32" 21' I) TYPICAL PASEO SECTION C-C F CONCRETE BANDING BC PAVING C AGGREGATE MIX A GRANITE COBBLESTONE - STD. 542 14 J G-r- 4'-0'2'-6" 6" /40J?' O/C j33' #14032' 0/C /4 O 32" 0/CQ-r- 4'-8 '-9 6" /4e16" 20-j M. 14016' 0/C /4 a 32" 0/c,"� c' PROPEM LK 1wu n n RAWW AM%01111113 PLS Wmw no sloElta x AGGREGATE GRADATIONS s M. To 3r w►x. vxLs a wr+. To 35,-G, MAX. v SLEEVE SIZE #2-1.5 3-1 #4-PG SAND COMB. SPECS. CONCRETE HEADER - 1/2- RADIUS 1.5" 97.1 100.0 100.0 100.0 100.0 100 2 IN PLANT= (EXPOSED EDGES AND FINISH PER PLAN NOTE: RETAINING WALL WILL BE AN EXISTING CONDITION FOR THIS 6' PROPERLY LINE WALL 1" 29.8 98.9 100.0 100.0 99 95 TO 100 1" IN LAWN CROSS NAT GS) GRADE LEVEL AT SWALE PROJECT. ALSO REFER TO "WALL PLANS, VICTORIA ARBORS TRACTPL 3�4" 7.g 76.4 100.0 100.0 88 77 TO 93 s" OR 8" N0. 16312-16314, 16369-16374 THIS DETAIL PROVIDED AT THE � ,� 1% � 1/2" 4.4 20.6 100.0 100.0 so EE NOTE FINISH GRADE REQUEST OF THE CITY OF RANCHO CUCAMONGA. (5/5/2003) r ^*� I 'U 3r-M--W,�� MAX 8' �� VARIES., 9, MAX 3/8" 3.2 6.8 91.3 100.0 52 50 TO 70 -�' W1 1 �� ° #4 2.1 2.9 18.3 99.6 43 39 TO 51 �_ �_ I I %74 I L TYPICAL RETAINING WALL SECTION � u � w ° w #8 0.0 .9 4.0 82.0 34 3, To 4, ' =1 I ° 00 #16 0.0 0.0 2.2 60.9 25 22 TO 32 ° ° ° °' #30 0.0 0.0 1.3 37.1 15 12 TO 22 I- _I I 3 RE-BAR CONTINUOUS 00- 40 #50 0.0 0.0 0.0 16.8 7 3 TO 9 -III-III-III- UNLESS OTHERWISE INSTRUCTED) PAD R-FVATM 100 0.0 0.0 1 0.0 5.5 2 0 TO 3 PAD Uv"I WMA NOTID SE #200 0.0 0.0 0.0 2.4 1 0 TO 2 2M Ak 2.Ox % OF MIX 0% 50% 50% 40% 1 100% - 1274.0 ��, �11 12; NOTE: WASH TO ACHIEVE SAME EFFECT AT SAMPLE w 12710 _ (APPROVED) AREAS. NOT HIGH PRESSURE. CONSULT INSPECTOR NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT 20'-O" O.C. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND PRIVATELY-MAINTAINED AREAS. 3. CONCRETE To BE 520-C-2500 MIN. REFER TO STREET AND DRAINAGE IMPROVEMENT PLANS (TRACT 16313) BY CIVIL ENGINEER FOR ADDITIONAL INFORMATION ON DRAINAGE OF THE SITE. J TYPICAL CORNER SECTION D-D G TYPICAL TRAIL SECTION A-A (D) AGGREGATE GRADATIONS B MOW CURB - STD. 534 LEGEND: �� U, wl '$y 1. BENCH LEG, SEE PLANS FOR MANUFACTURER AND MODEL 2. ANCHOR BOLTS (4), ONE PER BENCH LEG, BACK LEGS CENTER ON CONCRETE BAND ANU PL 6' PROPERTY LINE WALL PL 3. 12" CONCRETE BAND, SEE CONSTRUCTION PLAN FOR LAYOUT * o 4. FINISH GRADE, PLANTING AREA ' 5. COLD JOINT BETWEEN DIFFERENT COLOR CONCRETE �rE OF CA�� VARIES 8' SIDEWALK VARIES 12'-4- MIN., 12'-6- MAX. 4'-6* MIN., 1, 4'-8" MAX, 2. 5. or 3. DESCRIPTION OF REVISION DATECrry 4 /M�111�V!!De V 0 - CITY OF RANCHO CUCAMONGA 1 a I I I- NM SE a a III ' CONSTRUCTION DETAILS T a 111= VICTORIA ARBORS PASEOS 2% 2.0% DIAL III III III I I III , , III , I DIAL BEFORE YOU DIG Al _ FOR LMD ANNEXATION 1-NO-227- I L I I I I ( I I I I VICTORIA ARBORS TRACT 16313 COBBLE ROCI( - APPRONED BY: DATE: CITY ENGINEER RCE: 24953 PLAY IT SAFE. AT LEAST TWO Dow PI DOMMIDOM DIAL BEFORE WORKING DAYS PRIOR TO LW, DN You DIG! � EXCAVATING Withers and Sandgren, Ltd. Landscape Architecture PISDIN L-3 of 16 SERVING NINE SOUTHERN CALIFORNIA COUNTIES BENCH INSTALLATION 3 67 Oc.on Vi.w CA 91208evard, SuiH AK NOT USED H TYPICAL TRAIL SECTION B-B EGI.rtdGl6 CA : (81 T.I: (8119) 236-3006 Fox: (018) 236-3066 DR�b �• LW OW301M 4 L. MEET OF REFER TO VICTORIA ARBORS PASEOS LMD TRACT NO. 16370 AND 16369 PLANS TYPICAL: CONNECT NEW MAINLINE AND VALVE CONTROL WIRES TO EXISTING STUB OUT PROVIDED UNDER VICTORIA AR ORS LMD TRACT NO. 16370; REFER TO VICTORIA ARBORS CFD WALL LOCATION (TYPICAL) - SEE CONTROLLER PROVI ED UNDER ARBOR LANE CITY 2001-01 PLANS, CITY DWG. # 1833 "WALL PLANS, VICTORIA ARBORS LIMIT OF WO K STREET R.O.W. TRACT NO. 16312-1 314, 16369-16374" � DWG. NO. 1983. VERI CONTROLLER LOCATION � • ��j Fj WITH CITY REPRESE TATIVE. 9 ? 6 �.� (RUNS ALONG WALL) df �` f — �" 1 t 2 ea LT 1168 2" 60 v� 1168 32 s 9fj Z��g 2352 2 56 Boa!9& 872 30 1436 42 ` ♦ ��r q� L4 •sO L1 -A � � 4: �4 � • W4 W4 A A V • • !,M R �► �d-♦MIC _ _V Q7- 4 kh L - V - • r 74 M ule III I - ! _ I • 1" .„fir-`1„ --.c.. _ � — — • � • � W4 IF j " _ - OW �i 2/.0 _ r1, Y � - - - l l LLJ 8W LLJ RAIL: TRACT 16313, LOT 'B' �,' •,� 0 LIMIT OF .� Q j LIMIT OF WORK � WORK a'`• LIMIT OF WOR SQ WALL LOCATION (TYPICAL) - SEE Q _ "WALL PLAINS, VICTORIA ARBORS i C•) i TRACT Nd. 16312-16314, 16369-16374" IRRIGATION LEGEND POINT—OF—CONNECTION "K - L" IRRIGATION MAINLINE I EQUIPMENT NOTE: SLEEVING NOTE: SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE AND IRRIGATION EQUIPMENT ARE SHOWN IN CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND m RAINBIRD 1812-NP-SAM-PRS-5 H 12" POPUP FIXED SPRAY HEAD 30 5' .20 D (Refer to ARBOR LANE, CFD 2001-01 Plans, City Dwg. 1983) STREET AND WALKWAYS FOR GRAPHIC CLARITY ONLY. LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO M RAINBIRD 1812-NP-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HD 30 6' .37 - 1.2 D (POC located at NW Comer of Arbor Lane and Penfold Drive) MAINLINE AND EQUIPMENT SHALL BE INSTALLED WITHIN PLANTER AREA. NO SLEEVES TO BE TERMINATED PLANTING AND UNDER COBBLE AREAS WHEREVER UNDER HARDSCAPE. CONTRACTOR WILL BE 0 o RAINBIRD 1812-NP-SAM-PRS-8 Q,H 12" POPOP FIXED SPRAY HEAD 30 8' 26, .52 D POSSIBLE. WHERE MAINLINE MUST RUN UNDER RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE Z4S RAINBIRD 1812-NP-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HD 30 8' 0.72 - 1.70 D METER SIZE AND ELEVATION: 2" / Elev. Approx. 1261.30 COBBLE OR ACROSS ROADS, INSTALL IN SCH. 40 PVC PRIOR TO INSTALLING SLEEVES. ♦ • RAINBIRD 1812-NP-SAM-PRS-10 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 10' .39, .79, 1.58 D SLEEVES (TWICE THE DIAMETER OF THE MAINLINE PIPE LL RAINBIRD 1812-NP-SAM-PRS-10 VAN 12" POPOP VARIABLE SPRAY HD 30 10' 0.75 - 2.60 D MAX FLOW: 70 GPM (POC "K - L", ARBOR LANE PLANS) MIN., OR AS SHOWN). STATIC PRESSURE (HIGH/LOW): H 70 / L 63 V RAINBIRD 1812-NP-SAM-PRS-12 H 12" POPUP FIXED SPRAY HEAD 30 12' 1.30 D HGL: 1408 M RAINBIRD 1812-NP-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HD 30 12' 0.65 - 2.60 DGENERAL VALVE/QUICK COUPLER NOTE: SYSTEM DESIGN PRESSURE: 103 psi (PUMP REQUIRED) O RAJNBIRD 1812-NP-SAM-PRS-15 Q,H 12" POPUP FIXED SPRAY HEAD 30 15' .92, 1.85 D BOOSER PUMP DESIGN PARAMETERS: SEE ARBOR LANE, CFD 2001-01 CONTRACTOR SHALL NOT INSTALL ANY VALVES OR M RAINBIRD 1812-NP-SAM-PRS-15 VAN 1 12" POPUP VARIABLE SPRAY HD 1 30 1 15' 1 0.92 - 3.70 D Plans, City Dwg. # 1983, SHEET L-11, DETAIL M QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA KEY MAP r - - - DATE INFO OBTAINED: 12/5/2002; 04/28/2003; 09/02/2003 REFER TO SHEET L-6 FOR IRRIGATION NOTES. z ,.� 0 EXISTING 2 WATER METER M ii 1 $� � g EXISTING BOOSTER PUMP THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE zS W C'4$ FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER EXISTING PRESSURE REGULATOR DEVICETRACT 16373 LOT WITH RECLAIMED SYSTEM (PER HUGO BORJA, CCWD, 4/24/2003); PUMP �~ W - - HAS BEEN DESIGNED TO COMPENSATE FOR STATIC PRESSURE NOT EXISTING REDUCED PRESSURE BACKFLOW DEVICE - o i LOWER THAN 5OPSI) - ~ �_-' - - EXISTING MASTER VALVE - — RUTHERfoR 1 a[ — -- —� DRIVE I I EXISTING 32 STATION IRRIGATION CONTROLLER S — — EXISTING FLOW METER — - `fit I REMOTE CONTROL VALVE - SIZE AS NOTED ON PLANS I + RAINBIRD PESB-PRS-D-NP-HAV B INSTALL WITH NON-POTABLE FLOW CONTROL HANDLE (PEB-NP-HAN1 OR HAN2, DEPENDING ON VALVE SIZE) INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL I� + RAINBIRD 33DNP 3%QUICKpUpECOVAVPpTA LOCKIG COVER C SON PUR EQUAL) B H SPEARS OR TU-2-0901 BALL VALVE, UNE SIZE, WITH CHRISTY'S "NON-POTABLE" ID TAG q EQUAL OR EQUAL - INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL I ALERTLINE OR PRESSURE PURPLE PVCMAIN UNE - SCH. 40 FOR 1-1/2- AND E EQUAL UNDER, CL. 315 FOR 2" AND LARGER - SEE PLAN FOR SIZE LERT NE OR SCH. 40 NON-PRESSURE PURPLE PVC LATERAL LINE - SEE PLAN FOR SIZE E CHURCH STREET EQUAL - — — - ANY APPROVED SCH. 40 PURPLE PVC SLEEVE - TWICE UNE SIZE MINIMUM"(USE 6" DIAMETER F — - PIPE FOR ALL MAINLINE AND 2 1/2- LATERALS, 4 FOR ALL LATERALS 2" AND SMALLER AT STREET CROSSINGS) NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE CRY 2" DESCRIPTION OF REVISION DATE 1000 L�4 62 GPM M. WIT VALVE NUMBER �'�y CITY OF RANCHO CUCAMONGA �,� " s VALVE AREA IRRIGATION PLAN hature * 04 * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIGSrgrF FOR LMD ANNEXATION 1-800-227-26M OF VICTORIA ARBORS TRACT 16313 APPROVED BY: DATE: AT LEAST TWO CITY ENGINEER t �� RCE:- 24953 PLAY IT SAFE. DIAL BEFORE WORKING DAYS DESIGN IIOCOMMEfDED PRIOR TO YOU DIG! EXCAVATING 0 10' 20' 40' LW, DN J�s OPAW Withers and Sandgren, Ltd.iiil DN Landscape Architecture PAGE L-4 of 16 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 3467 ocean View Boulevard, Sint. A 1" c 20' Glendale, CA 91208 Tel: (818) 236-3006 Fax: (818) 236-3066 DA111111111M �• LW 09/3D/2W4I CD4— L i POINT-OF-CONNECTION "F" IRRIGATION MAINLINE / EQUIPMENT NOTE: SLEEVING NOTE: �ALDERBROOK DRIVE MAINLINE AND IRRIGATION EQUIPMENT ARE SHOWN IN CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND REFER TO VICTORIA ARBORS CFD (Refer to CFD 2001-01 Plans, City Dwg. #.1877) STREET AND WALKWAYS FOR GRAPHIC CLARITY ONLY. LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO 2001-01 PLANS, CITY DWG. N0.1833 - - -tom METER SIZE AND ELEVATION: 2" / Elev. Approx. 1255.44 MAINLINE AND EQUIPMENT SHALL BE INSTALLED WITHIN PLANTER AREA. NO SLEEVES TO BE TERMINATED ` STORM Mom / ' PLANTING AND UNDER COBBLE AREAS WHEREVER UNDER HARDSCAPE. CONTRACTOR WILL BE 1263. 10 F's - 1 s MAX FLOW: 59 GPM (CHURCH STREET) 2 5p STATIC PRESSURE (HIGH/LOW): H 72 / L fib POSSIBLE. WHERE MAINLINE MUST RUN UNDER RESPONSIBLE FOR VERIFYING LIMITS OF HARDSCAPE rJ- LIMIT OF WORK Elev. 1263.11 FS - COBBLE OR ACROSS ROADS INSTALL IN SCH. 40 PVC PRIOR TO INSTALLING SLEEVES. x ryj'i at High Head - _ HGL: 1408 SLEEVES (TWICE THE DIAMETER OF THE MAINLINE PIPE SYSTEM DESIGN PRESSURE: 93 psi (CHURCH STREET) (PUMP REQUIRED) MIN., OR AS SHOWN). rv' �, BOOSTER PUMP INFORMATION: SEE SHEET L-30, CFD 2001-01 DRAWINGS, ' 1263.10 FS HP , �6 CITY DWG. # 1877 �Ao F GENERAL VALVE/QUICK COUPLER NOTE: CONTRACTOR SHALL NOT INSTALL ANY VALVES OR O SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR m I a 111.4 DATE INFO OBTAINED: 12/05/2002104/28/2003 110/16/2003 SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. Y 13 < I � LU 1 t 1 2 THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE W1027 30 REFER TO SHEET L-6 FOR IRRIGATION NOTES. �CQ� W4. 4 Fg FUTURE TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH V • 1w �Yi 1Y4 RECLAIMED SYSTEM (PER HUGO BORJA, CCWD, 4/24/2003); PUMP HAS C.1 ,y ' BEEN DESIGNED TO COMPENSATE FOR STATIC PRESSURE NOT LOWER Q �4 THAN 50 PSI) w AZ z O WALL LOCATION (TYPICAL) - SEE ge ♦ �\ [�, Tc a '� G, "WALL PLANS, VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374" 'Yl ' ) 0V,4 - / 2041 53 �� ��' '�S — F, a •1� �26� LIMIT OF WORK TYPICAL: CONNECT NEW MAINLINE AND EXISTING IRRIGATION DESIGN VALVE CONTROL WIRES TO EXISTING SHOWN FOR REFERENCE STUB OUT PROVIDED UNDER VICTORIA CHURCH STREET 1'0 ONLY SEE CFD 2001-01 PLANS, ARBORS CFD 2001-01, CITY DWG. NO.1877. CITY DWG. NO.1877 FOR - VE R 1 F1FC-ONTROLLE FLOGNTION WITH --- - - - - - - - ---- - - - TH­EKINFORMATK)Nt0N- - CITY REPRESENTATIVE. THE CHURCH ST. DESIGN IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL m RAINBIRD 1812-NP-SAM-PRS-5 H 12" POPUP FIXED SPRAY HEAD 30 5' .20 D KEY MAP m RAINBIRD 1812-NP-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HD 30 6' .37 - 1.2 D D RAINBIRD 1812-NP-SAM-PRS-8 H 12" POPUP FIXED SPRAY HEAD 30 8' .52 D - RAINBIRD 1812-NP-SAM-PRS-8 VN 12" POPUP VARIABLE SPRAY HD 30 8' 0.72 - 1.70 D A I ��- • RAINBIRD 1812-NP-SAM-PRS-10 Q,H 12" POPUP FIXED SPRAY HEAD 30 10' .39, .79 D bL RAINBIRD 1812-NP-SAM-PRS-10 VN 12 POPUP VARIABLE SPRAY HD 30 10 0.75 - 2.60 D N jlll� ' TRACT 16373 LOT -8 0 ♦ RAINBIRD 1812-NP-SAM-PRS-15 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 15' 1 .92, 1.85, 3.70 D 1� RAINBIRD 1812-NP-SAM-PRS-15 VAN 12" POPUP VARIABLE SPRAY HD 30 15' 0.92 - 3.70 D ---- - - RUT" DRIVE I SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL � I � W z ❑M - - EXISTING 2" WATER METER - / W 2 © - - EXISTING BOOSTER PUMP Of a�o © - - EXISTING PRESSURE REGULATOR DEVICE I I Wwo ! o Q - - EXISTING REDUCED PRESSURE BACKFLOW DEVICE - ) �, 0 0 8 J - - EXISTING MASTER VALVE I -- - E�W XW N W O EXISTING 24 STATION IRRIGATION CONTROLLER - - EXISTING FLOW METER - - -- - - - CHURCH STREET RAINBIRD PESB-PRS-D-NP-HAN REMOTE CrTROL VALVE - SIZE AS NOTED ON PLANS B INSTALL WITH NON-POTABLE FLOW CONTROL HANDLE (PEB-NP-HAN1 OR HAN2, DEPENDING ON VALVE SIZE) INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL RAINBIRD 33DNP 3V4"�QUICKPURPLE CARSON VALVE PBOXB R LOCKII G COVER C H SPEARS OR TU-2-0901 BALL VALVE, UNE SIZE, WITH CHRISTY'S "NON-POTABLE" ID TAG A EQUAL OR EQUAL - INSTALL IN PURPLE CARSON VALVE BOX OR EQUAL amr ALERTUNE OR PRESSURE PURPLE PVC MAIN UNE - SCH. 40 FOR 1-1/2- AND E DESCRIPTION OF REVISION DATE mvw4or EQUAL UNDER CL 315 FOR 2" AND LARGER - SEE PLN FOR SIZE �NDSCAPF EQURTTLINE OR SCH. 40 NON-PRESSURE PURPLE PVC LATERAL UNE - SEE PLAN FOR SIZE E JG '( m. w'r �'�.y CITY OF RANCHO CUCAMONGA ANY APPROVED SCH. 40 PURPLE FOR VALLSLEEVE -MA MAINLINE AND TWICE LINE "SIZ�AMINIMUM R 4"(FOR 6* DIAMETER F IRRIGATION P LAN LATERALS 2" AND SMALLER AT STREET CROSSINGS) at're NOTE: INSTALL PURPLE "NON—POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. * e 3De�Of * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIGof srgrF ��� FOR LMD ANNEXATION VALVE SIZE 1 227-2soo VICTORIA ARBORS TRACT 16313 a D 1000 2» 62 GPM 14 APPROVED BY: DATE- VALVE NUMBER CITY DowENGINEER RCE: 2495.3 PLAY IT SAFE. AT LEAST TWO DIAL BEFORE WORKING DAYS DIIDDOMME/rDED VALVE AREA PRIOR TO LWT DN 40 YOU DIG! EXCAVATING 0 10' 20' ' Withers and Sandgren, Ltd. D11A1fIN Landscape Architecture PM SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 Ocean View Boulevard, Sint. A L-5 of 16 1" = 20' Glendale. CA 91208 Tel: (818) 236-3006 rax: (818) 236-3066 DROMq N' LW 09/30/2OD4 I q04- L Simi i_air i PROJECT NAME: Mctata Arbor Paseo*-Tract 16313 Lot F Ties Into POC"NGL"at Adw Law and PerMbid Drtve IRRIGATION NOTES 62Amf1 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF A1C CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE \/rr111R1t>R L1 0527104 �� NOTE 4) E NON-P O0Lili11EDOC. STRUCTURE OR ; INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LIVE. CONTACT THE Qtk 56 ROUND PLASTIC VALVE D00( ! CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. (CARSON OR EQUAL) 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE 1tT1Sl lC F 70 !F 3' ABOVE GRADE IN�B REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW low 63 - - - AND OROUNDCOVER 8' MMI. B METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER p1112emm 9SGkEnt¢F11Aed1 aURPLE WITH WARNINGS (CARSON OR EOUAL) A GRADE IN LAWN AREAS 18' MAX.MAx. < � FINISFI GRADE CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. FINISH GRADE J-- T ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Phpr>c dM 987-2591 Oat 12'552002 ..."4 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK COGS-2(SIZE 1 HX: -� SIM WITH THROUGH B)STAMVLESS STEEL ENCLOSURE WiTH LOCK,AND SHALL BE INSTALLED PARALLEL TO THE 1408 VALVE M o IMPACT STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. TOW -QPs SPECS.NLTERI� 33 GNP QUICK POLYPROPYLVIC Motu ft* Lamm M 4.THIS DESIGN IS DIAGRAMMATIC,ALL PiPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR M N 9071 COMPACTION REOIJD OOUMJNfi Al VALVE VALW DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOIDMIIMu 56 260FFL ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS, SIDEWALK,UTILITY LINES BaCiAbVVDaVke r ,56 1200 SCREW CLAP ,e AND EQUIPMENT,AND ARCHITECTURAL FEATURES. WARNING D 'DO NOT ORNK' MlAkins 2-t2" 1971 Q 56 18.53 � . . . . ' . . . .•• , .. WARNING TAPE ON Tor OF � (3) RACES 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR ''''' ��' MAINLINES MID LATERAL LINES. MknfeiVaM 2" 56 1.10 i'' ...,'.'.'.''..., 3_[4�MrAS� r 3' 3' TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION FlowSww 1-t 56 0.50 _ ',MINI.',' 0' �• OF $Ai�D I~ BEDDING MID SHAMING AGGREGATE BASE IMMEDIATELY TO THE CITY. O111111110ad VN1NM 56 500 MARE SLEEVE bly • CONTROL . ;- CortrdV" 1-1 56 4.50 - SIZE PER FLAW INSTALL ,k, "� PREssURE MOM LINE 8.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PiPES LrwNI'at Lkils_St3140 2-12' 0 56 0.00 ADJACENT lO PRESSURE SCH 40 BRASS NIPPLE AND STRUCTURES,AND SMALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST SUPPLY LINE TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4 36 0.04 SCH 40 BRASS NIPPLE - 1-1 9 26 0.16SUPPLY w P .......... ............ - 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE SLEEVE E LA W UUVE 24' LONG /-1M 31 16 047 _ SLEEVE SIZE TWICE og° WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION 1 t4 12 047 SDIAMETER OF PRESSU UpplY °°LINE d; : AND INSTALLATION OFA PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT 311 70 6 211 r 1YA. INITIAL CONSTRUCTION. SCH 40 BRASS 90' ELL �: 47A7 NON-PRESSURE u1Ew+L CRUSHED 8.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.)INTERFERE WITH THE LINE SLEEVE - �RESSURE 'jSVTR:EErEZLL p0s 3 4' wMMSIlED SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION L0ae11TOto 10'16 4.75 � TE BASE ES' DIAMETO� SLEEVES !CM 40 PVC LATERAL LINE SCI 40 BRASS 90' AGGRE_CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF SpillrMel had PSIITledlyd 30.00 2. EXTEND ALL SLEEVES tY BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. UPPLY STREET ELL 1. MACE AGGREGATE PRIOR TO INSTALLATION OF VALVE SOX. CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. E!e Aft dw9a 1330 1 5.76 3. ROUTE SLEEVING MOUND HANDICAP RAMPS. REM STAKE 2. NSTALL CONTROL VALVES A MN. OF 12' FROM STRUCTURES OR HARDSCAPING. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 4• ) 3. INSTALL VALVES N PLAN BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. RPll�Kr UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC L AADS REFER TO CIY UPPLY UNE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPNC. TOTAL=YST LOSSM U." STD. NO. 120 (24' MN. TO 36' MAX DEPTH TO 70P OF PIPE BELOW B. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOK. 9.INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST STRUCTURAL SECTION). S. ATTACH METAL VALVE IDENTIF11 ATION TANG WITH APPROPRIATE CONTROLLER AND REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. LOW65T STATIC PREURE SSA1ML.ALE: 63. 5. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. NOTE VALVE NUMBER. INSTALL TERMINI.STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. PRESSURE BOOST FROM PUMP 40. 1. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 BOOST CAN BE SET UP TO 56 PSI INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK TUM P&DJR W F!1IMNS RE: 15 py BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE ATA CITY REQUIRED RESICUAL WATER PRESSURE 15-M PSI TIME. 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THETHE THE START OF CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO SH PRESSURE LOSS CALC POC "K (F) SLEEVING STD.533 C UICK C (RECLAIMED A BALL VALVE STD. 518 (RECLAIMED) - INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-XX(STATIONS PER PLMULEGEND)-LR(LOCAL RADIO)lRR,WiTP1,TPI 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLERMLECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE PROJECT NAME: Vletorls Arbors Psseos-Tract 16313 Comer ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT M SPRINKLER - ANGLE PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE Cirrs Ties Ir1to POC"F"at Church SR and Arbor Lute HI-POP SHRUB HEAD BODY SET TO STH � � ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE 024411 4' THICK 1/4' ABOVE F94M GRADE SCH 40 PSC MALE ADAPTOR SCM so PVC UNION TTom�E•• CITY. FINISH GRADE NEL'TORS OR EE Valve/: F7 01/0551'04 CONNECTOR OR� �wA PSC �E L 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE GPM:153 1 LrIRE SERVICE LOOT LOOPELECTRIC CONTROL VALVE TO EXTEND WIRE PLASTIC WCVE BOX (PLUiRPLE NON-POTABLE) RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS 1RRICA IRCV" AND METER TO N PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. STATIC PRESSURE High: 72 BUNDLE a ABOVE ADE) E � N T� 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE Low. 09SPLICE BOOK COVER WITH � CVALVE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. Person Spoken to Russell SIMS LOCKNG TOP ETCHED S.&' Comperry: CCVVD 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE �0M Numbr 1 < f1rMSH � SPRINKLER HEAD IS'/.'ABOVE FINISHED GRADE. Date 1 1 r E IN LAWN ARM HGL 408 Total IN PLANTER BEDS SIDEIMALX E > Lowth GPM PSI Lose Meter (M 53 2.20 Becldlow Device 2" Q 53 12.00 EXPANSION r �AL(MN. 24' LONG) Mainline -1 1374 a 53 1 12' x 18' GREEN PLASTIC METER Master Vele 2' a 53 0.93 80x, CARSON OR EQUAL BRASS At$CLE Flow Sensor 1-1/2" Q 53 1.00 FLOW VALVE w/UNION GatelBal V" - (M 53 y° 10 3 1ASHED Control V" 1-112" (M 53 3.00 °o:F a : AGGREGATE Lateral Lulea-Sch.40 2-1/2" 3 a 53 0.02 2 SCH 80 PVC FIPPLE 1-1/2" 0 a 0 0.00 WH Do UNION 1-1 0 a 15 0.27 SCH 40 PVC CONTROL ! COMMON WMlES 1" 25 IM12 0.0 MARLEX 90' STREET ELL 9C STREET ELL 314 60 8 3.08 Z24 SiIIdT'OTAL: 37.03 LA-� MARLEX 90' STREET ELL LOSS through 6lltng5 10% 0 BUNDLED AT WIRES.15 INTERVALS NON-PRESSURE u�u TYPICAL (UWE SCH 80 2 C NIPPLE PLACES SpOrlWer head PSI needed BRASS NIPPLE Elevatlal change 6.52 R 2.82 2 CJ. FT. PEA GRAVEL ANTI-BRAN VALVE AS REQUIRED SCH 80 PVC SXSxT TEE PRESSURE SUPPLY LUNE TOTAL SYSTEM LASSES: 73.55 NOTE. NOTES. . LOCATE HEAD 2' TO 8' FROM WALKS. CURBS. HARDSCAPNG, Mow STRIPrd. I.INSTALL CONTROL VALVES A MOW" OF 12' FROM STRUCTURES OR WIRDSCAPNG. LOWEST STATIC PRESSURE AVAILABLE: 66.00 AND EDGES OF LAWN 2-INSTALL VALVES IN PLANT BEDS WHEREVER rOSSIBIF NEXT TO SDEWALKL 2. USE TEFLON TAPE ON ALL MALE THREADS. 3.PLACE VALVE BOK AT NOW AN TO STRUCTURES OR HARDSCVWING. PRESSURE BOOST FROM PUMP 25.00 3. INSTAL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 4.PLACE AGGREGATE PRIOR 70 NSTALLATiON OF VALVE BOOK. BOOST CAN BE SET UP TO 59 PSI COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND TOTAL RESIDUAL PRESSURE: 1 TAS 4. HEAD CONNECTION AT BOTTOM INLET ONLY. VALVE NUMBER. rTY REQUIRED RESIDUAL WATER PRESSURE 15-20 PS J IRRIGATION NOTES CI) PRESSURE LOSS CALL POC "F» (G) 24 VOLT SPLICE - STD. 540 D HI-POP SHRUB SPRAY - STD. 539 B CONTROL VALVE-STD,520 RECLAIMED u PE e� A. wITT FIs o S, * n Date BACKFILL - SEE OF l,P►1.\ it SPECS. FOR MATERIAL WS COMPACTiON REOLVED RECLAIMED 'DO NOT DRINK' a WARNING TAPE ON TOP OF MAINLINE AND LITERAL LUES. NON-PRESSURE LATERAL LINE: SCH. 40 SNAKE PIPE N TROD' DESCRIPTION OF REVISION DATE °� � M*IIOVED: PRESSURE SUPPLY LINE: SNAKE PIPE IN °�"s CITY OF RANCHO CUCAMONGA CONTROL WIRES - BUNDLE n I AND TAPE AT 15' O.C. AND NSTXL ADJACENT TO SUPPLYPRESSURE LINE M.lYP. PROVIDE OF SAND IRRIGATION DETAILS /' NY BEDDING 40 VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIG 1-NO-227- o FOR LMD ANNEXATION NOTE:- 1. OTE:1. PIGTAIL AILD LOOP CONTROL 2 WIRE AT SMALLER I N . DEPTH VICTORIA ARBORS TRACT 16313 2. PRESSURE SUPPLY LINE: 2 1/2' NO SLW.LER 18' MN. DEPTH 3' AND LARGER 24' MN. DEPTH PLAY IT SAFE. AT LEAST TWO 3. ALL PVC rIFirNG TO MEET RECLAIMED WATER STANDARDS. APPROVED ft. DAM CiTY ENGINEER RCE: 24953 DIAL BEFORE WORKING DAYS DESIGN FROOMMENDEO YOU DIG! PRIOR TO >, EXCAVATING LW. DN Withers and Sandgren, Ltd. DIRVIIIIIIIIIN SERVING NINE SOUTHERN CALIFORNIA COUNTIES DPI Landscape Architecture tot L-6 Of 16 3467 Ocean View Boulevard, Suite A E TRENCHING STD. 532 6-30 le, CA 91208 - ��EO Tel: (818) 236-3006 Fax: (818) 235-3066 DMVNM � Lw 09 I �O�F-L sfEr �_a REFER TO VICTORIA ARBORS PASE S LMD REFER TO VICTORIA ARBORS CFD T-3 - - TRACT NO. 16370 AND TRACT NO. 16169 PLANS 2001-01 PLANS, CITY DWG. NO.1833 4 LIMIT OF WO K WALL LOCATION ( PICAL) - SEE "WALL PLANS, VIC, RIA ARBORS T-6 STREET R.O.W. TRACT NO. 16312-1 314, 16369-16374- 3 (RUNS ALONG WALL) _ ` _ rl MULn, •,•,/ EEE SHEET L.9 ►1uCn FOR SECTIONr77 LIMIT OF WORK �/ •Q SEE SHEET L.9 T IL: TRACT 16313, LOT 'B' MULTI � • DD • • FOR SECTION •:MUIn • • • o lip • b� 0 • GD- — - - — - - - T-2 D Q 6 3 LIMIT OF WORK r 0 II i T-2 T-6 T-7 O T-3 15 4 4 LIMIT OF WORKh I � 4 1 J WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA ARBORS I Q r i U TRACT NO, 16312-16314, 16369-16374" WALL LOCATION (TYPICAL) - SEE ALDERBROOK DRIVE "WALL PLANS, VICTORIA ARBORS TREE LEGEND TRACT NO. 16312-16314, 16369-16374" STORM GRAIN QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS REFER TO VICTORIA ARBORS CFD ' II 2001-01 PLANS, CITY DWG. NO.1833 T-I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. / MIN 20' O.C. 3 LIMIT OF WORK 0T-2 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. / MIN. 20' 0.C. 25 O T-4 T-2 0 T-3 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 24' BOX / MIN. 20' O.C. 13 MULTI-TRUNK TREES NOTED ON PLAN 4 4 � 4 T-4 MAGNOLIA GRANDIFLORA 'ST. MARY' ST. MARY MAGNOLIA 15 GAL. / MIN. 20' O.C. 4 KEY MAP ey soft .0T-3 �� / If I 9R 3 SKINNED & CLEANED ,� T-5 PH ENIX ACTY IF RA DATE PALM MIN. 15' BTH CERTIFY DISEASE AND PEST FREE' P 'a T-5 � T-1 T-6 PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 15 GAL. / MIN 20' O.C. 1 u - J 0 ?�r; / 3 O• 3 - —� , TRACT 16373 LOT 8 O k; Of-I C#j � •"� �� � T-7 RHUS LANCER AFRICAN SUMAC 15 QGAL. / MIN. 20' O.C. 7 li s- Y � �i Q �RUTHERfO �- DRIVE 1 W34 O v NOTE: PLANT ALL TREES MINIMUM 24" AWAY FROM WALLS AND WALKS i _ - U MULCH NOTE: SEE PLANTING NOTES, SHEET L-9 B i _1 � DRIVE � I I i I STREET LIMIT OF WORK REFER TO VICTORIA ARBORS CFD CHURCH STREET 2001-01 PLANS, CITY DWG. NO.1877 DESCRIPTION OF REVISION DATE APMYPWMM ,�NN PE � T wlr� CITY OF RANCHO CUCAMONGA q�y� TREE PLANTING PLAN ure * g is6 * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIGSrgTF a��` FOR LMD ANNEXATION 1-500-227-2600 OF a p VICTORIA ARBORS TRACT 16313 APPROVM eY: DATE: AT LEAST TWO CRY �IEER RM' 24953 PLAY IT SAFE. DIAL BEFORE WORKING DAYS D � EsION IOMIIEADED PRIOR TO YOU DIG! ` EXCAVATING 0 10' 20' 40� LW, DN a`S Withers and Sandgren, Ltd. OR�rMI! Landscape Architecture PAGE SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 Ocean View Boulevard, sidle A L-7 Of 16 1" _ 20' Glendale, CA 91208 ��'�® •l: (818) 236-3006 rax: (818) 236-3066 NO. T Lw 091MOOD4 MEET OF REFER TO VICTORIA ARBORS CFD WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA REFER TO VICTORIA ARBORS PASEOS LMD 2001-01 PLANS, CITY DWG. NO.1833 ARBORS TRACT NO. 16312-16314, 16369-16374- TRACT NO. 16370 AND 16369 PLANS STREET R.O.W. LIMIT OF WORK (RUNS ALONG WALL) S_1 S-1 g_1 S-11 S-21 S-15 S-15 S-1 S-20 S-11 I 2 S-11 2 2 2 3 5 3 3 S-10 _ S-11 j S-11 g_1 S-11 S-1 S-1 S-15 5140 8 2 5-11 2 S-11 4 S-6 S-15 S-20 S-15 S-20 S-23 S-20 11 S-6 S-20 S_g 5 4 6 4 11 3 2 2 5 S-15 S-21 2 S-17 — S 417 3 3 12 7 22 9 8 S-1 ' 1 S-10 S-1 S-21 S-21 S-21 S-20 S-20 5621 2 2 S-20 13 5257 ! S31 S-20 S-25 S-11 S-21 S-21 S-11 3 22 S 4 5 2 3 2 3 4 14 g S-6 S-20 14 56 2 3mm/ 3 4 S-23 S-1 S-1 S-15 1 S-9 5 211 S-15 S-11 S-15 S-9 S-11 S 411 3 2 S-15 3 19 3 S-21 S-1 S-20 S-1 S-15 S-20 J 3 S-11 5 3 4 2 2 3 S-15 + 3 3 13 4 4 15 3 S-15 5 S-25 S-20 S-9 S-15 ' S-20 S-25 S-21 S-9 5 S-17 I � CID,[ S-21 S-21 53 25 17 99 S-172 3 \.L3 ° o W 0 o , 1 VI` S-15 4 0 0 �` - • y .. � 3 I _ Q TRAIL: TRACT 16313, LOT 'B o ° 3 S—17 ° ° SEE HEET L-3 - 8 ° S-15 5-17 S-15 IDS-15 S-15 S-15 S— 3 S-9 S-15 S-11 3 2 2 4 2 S-15 S-20 S-1 5 3 S-17 11 2 S-3 S-20 FOR SECTION S_21 S_g S-11 '� S-11 2 I 2 //S-17 /S-10\ 2 2 4 i 39 S-1 S-11 S-1 S-21 3 i 10 9 S-9 S-17 S-20 S-11 2 5 3 3 3 4 10 S-20 S-11 S_g 7 { 3 S-25 S_17 S-1 S-25 S-20 29 2 S-1 S_6 12J S-11 3 7 2 106 24 II 2 3 � � S-1 S-1 S-17 S-11 ` 3 S-25 S-11 S-1 2 12 4 1 S-10 S-11 I 1 54 S-25 S-15 S-15 S-1 S-15 —17 S-15 3 2 S-20 1 S-17 j S-9 \1.9j S-15 _ 67 3 4 3 3 16 2 3 43 Q 3 3 S 15 C7 LIMIT OF WORK ! 2 O LIMIT OF WORK V WALL LOCATION (TYPICAL) - SEE "WALL PLANS, VICTORIA I I I ! Q J ARBORS TRACTNO. 16312-16314, 16369-16374- REFER 6312-16314, 16369-16374"REFER TO VICTORIA ARBORS CFD U 13- 2001-01 PLANS, CITY DWG. NO.1833 N- ALDERBROOK DRIVE PLANTING LEGEND QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS 104 oRMDRAI"' O° REFER TO VICTORIA ARBORS CFD S-11 S - I WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL. 66 4' O.C. �"�� '� _ 2001-01 PLANS, CITY DWG. NO.1833 3 S-15 O S - 2 BERBERIS THUNBERG I I'CRIMSON PYGMY' CRIMSON BARBERRY 5 GAL. 19 30' O.C. s-21 4 - KEY MAP LIMIT OF WORK 3 S-17 S-15 J S - 3 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. 129 2' O.C. EVERGREEN ONLY ROYAL- 5 OYAL5 2S - 6 LEPTOSPERMUM SCOPARIUM 'RUBY GLOW' NEW ZEALAND TEA TREE 5 GAL. 8 6'O.C. WALL LOCATION (TYPICAL) - SEE V O f S-14 "WALL PLANS, VICTORIA ARBORS Al S-17 I 1 I S - 8 NANDINA DOMESTICA 'NANA' COMPACT HEAVENLY BAMBOO 5 GAL. 159 2' O.C. 11 11 TRACT N0. 16312-16314, 16369-16374" S-11 Q S-11 TRACT 16373 2 v 2 S - 9 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 26 4' O.C. 4 / S-17 S-21 10 S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 78 15' O.C. TRAIN TO WALL, REMOVE STAKE I - 22 �� 3 --- -- ('RUTHERFO J (D S - II PHORMIUM TENAX 'DAllLER" DAllLER HYBRID FLAX 5 GAL. 92 4' O.C. DRIVE I S-20 (LTJ I I i I 1 159 ��c Frt 0 2 14 S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. II 5' O.C. I I I I I I 129 � 4 • r == S-11 S-3 � --- ---_ iI�J S - 15 RHAPHIOLEPIS INDICA BALLERINAINDIAN HAWTHORN 5 GAL. 124 4O.C. S-21 JJ O. 3 - 17 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GA . 502 2' O.C.5-15-11 S-20 • IIi I I I W v V t V N ' I W 1`y. JJJJ'J'J I I I I 'i I I 51 2 S-21 3 S - 20 PHORMIUM 'TOM THUMB' TOM THUMB HYBRID FLAX 5 GAL. 432 2' O.C. I LDERBROO�, J J J J'I I III S-20Q ` • DRIVE f 0J J ' I I i i I 16 Q 3 S-17 ® S - 21 SALVIA GREGGII 'PINK'"" PINK AUTUMN SAGE 5 GAL. 57 4' O.C. J J J ` � J J J . y ; iN fl J1r •. JJ JJJJJ I I I I I S-15 � j. Q v ? JJJJJ I I I I I I 5 % S-15 ,',' S - 22 JUNIPERUS HORIZONTALIS 'WILTONII• JUNIPER 5 GAL. 10 6' 0.C. wr\. r J J J 11 1 6 - 5-20 �'' J JJ JJ JJJ I I I I - S - 23 LANTANA GOLD MOUNDGOLD MOUND LANTANA I GAL. 12 4' O.C. �.!• yik J J J J I I I I I' rS-10 ' ' - S-1 CHURCH STREET-.-_.._ S - 25 FESTUCA OVINA 'GLAUCA' SHEEP FESCUE I GAL. 438 1' O.C. V Y LIMIT OF WORK S - 27 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 10 2' O.C. + J-- S-17 80 S-22 S-20 REFER TO VICTORIA ARBORS CFD QTY DESCRIPTION OF REVISION DATE omr 34 10 51 2001-01 PLANS. CITY DWG. # 1877 P �Pla�oe LIMIT OF WORK MULCH NOTE: SEE PLANTING NOTES, SHEET L-9 �y IF CITY OF RANCHO CUCAMONGA S 2 19 CHURCH STREET at re SHRUB PLANTING PLAN * a e o� * VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIG sr�rF OF eFOR LMD ANNEXATION 1-M227-2600 VICTORIA ARBORS TRACT 16313 a p APPROVED 8Y: DATE- C" AT LEAST TWO ENGINEER RCE: 24953 PLAY IT SAFE. WORKING DAYS DESM FAMOMME DED DIAL BEFORE PRIOR TO Lw, DN You DIG! EXCAVATING O 10 20 40 oMwN Withers and S a n d g re n, Ltd. PM Landscape Architecture SERVING NINE SOUTHERN CALIFORNIA COUNTIES DN 3467 Ocean view Boulevard, suit. A L-8 Of 16 1 m = 20' CHEOM Glendale, CA 91208 Tel: (818) 236-3006 Fox: (818) 236-3066 Lw 09/30/2004 C) - L 9*3Er 14 of NOTES: ^ 1. REMOVE NURSERY STAKES z P�� � BE u� AND TIGHTLY COMPACTED 3" BERM TO FORM 1 DEPRESSED WATERING BASIN. 4" OF COMPACTED WOOD CHIP l v 3' SAILING WIND.PERPENDICULAR MULCH. l N TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. HARDSCAPING CONCRETE HEADER, EXTEND 2" ABOVE NO WOOD CHIP MULCH SHOULD BE CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE ^ FINISH GRADE PLACED OR ALLOWED TO REMAIN ( ` v w E FINISH GRADE OVER THE ROOTBALL vP12" I$; TOP TIE TO Q PLACED AS Low Af POSSIBLE ON THE T0OF TFE �LpOB�UT� TOP aF STAKES RELOw Z SUPPORTON 90 OLON HALLOW HEAD of TREE WHERE — — — ' SPECIES GROWTH HASR PERMITS.THE HEAD To DROP. Wm TRUNK - It Z M (APART.AATT WITH OIILWONZED OF CINCH TIES SPACED 24• — — — SCRETFs To Ir LODGE POLES. ROOT BALL 12" MAXIMUM 2. M% LODGE POLE PINE STAKES WITH N WOMME7IRVE STA DRIVE MO — — UNDSTURem SOIL AND POS111ON PLANT PIT TO BE (2) TIMES THE SHOVEL CUT EDGE COMPACTED STAKES OUTSIDE ROOT IIALL WIDTH OF THE ROOT BALL. NATIVE SOIL FRONT YAM. IN TURF AAiEAs AM TOP OF FINISH l �TO EXTEND Y ADM GRA Tony cowACTED r BERM to I'00RM WATERING DAM FOR RESIDENTIAL AO — GROUND COVER IISTAlAT10NS. LOGITSOUTSIDE OF I I I I AREAS TO KCIRF �� TDow o Y BACKFILL WITH NO ACCEIFTANCE.7 ROCKS GREATER THAN 3" NOTES: / DIAMETER. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL UNDISTURBED NATIVE SOIL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. NOTES: 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. A eACKF><ia�� r DK 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT OF ROOT BALL. DO NOT CRACK ROOT BALL. TO REMAIN THERE. NATIVE SOI. UNDISTURBED TWICE ROOT BALL WIDTH I r � F MULCH INSTALLATION STD-509 C DOUBLE STAKED TREE — STD,502 A CONTAINER PLANTING — STD,506 PLANTING NOTES N ^ 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE W E CONDITIONS, WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. AftC, U CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING SAvm IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED 7v (1 (v �v PER PLAN AND SPECIFICATION *TOP P<AaEo , U v TOP OF ROOTBALL TO EXTEND 2" AS POSSMLHtt E ON THE TRUTO TOP OF STAKES NO-OW HEAD AS ABOVE FINISH GRADE. TAPER FILL 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL BUT NOT' SO LOW AIS ASB m L�THE TREE.SUPPORT DP TREE WHERE SPECIES °R°"nH FROM TOP OF ROOT BALL TO F.G. IHABTT PERMIT'S. ORIGINAL GRADE \ �� Oft ALLOW THE HEAD M DROP. BACKFILL WITH NO ROCKS PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL �N TRUNK GREATER THAN 3" DIAMETER. 1 1, H REQUIREMENTS. * SPACED 24FAA , WITH CINCH M 3• BERM TIGHTLY COMPACTED IN GALVANIZED SCREWS TD r I- — PLACE TO FORM WATERING BASIN. LOON POLES. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 12" MAXIMUM — UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE WI LOocP POLE PINE F TOP OF ROOTBALL TO EXTEND WIWOOD PRESERVATIVE STAIN, RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY r ADM FINISH GRADE DRIVE A MIN. OF 6• IIHTO LIN- DAMAGE OF SAID UNDERGOUND FACILITIES. ORIGINAL GRADE STAKES ED jm RO IMILL FN — STAKES oursroE RooTaALL. 3• BERM TIGHTLY COMPACTED — BALL 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH ��FORM WATERING — THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND — — — — — PUNT PIT To BE (2} TIMES THE r. TESTED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE — _ — WIDTH OF TME Root BALL. IM BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK aACKFTLL WITH APPROVED BY THE CITY. No RocKs OREATER THAN 3• DLAMEIER ROOT ISALL 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND PLANT PIT TO BE SP LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL TIM e"wi" PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOK 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A NOTES: DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 1. REMOVE NURSERY STAKES OF ROOT BALL DO NOT CRACK ROOT BALL 70 ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. STAKES RE BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING NAND. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY D THE INDICATED PLANT SPACING REQUIRED. STAKED TREE ON SLOPE — STD.505 B CONTAINER ON SLOPE — STD,507 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS O ONE HALF OF SPACING PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A REQUIREMENT CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS LIMIT OF PLANTER AREA �,NoscApF �.1 M. wiTh� y�f HEREON. 0 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. e I se 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. -4 G FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST slgr ate RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL F OF CALF AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST J� 120 LBS GYPSUM <v� 125 LBS GRO-POWER PLUSE UA DESCRIPTION OF REVISION DATE CRY 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL CITY OF RANCHO CUCAMONGA TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FO THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD NOTE: PLANTING DETAILS ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL CHIP MULCH #3, AVAILABLE FROM: SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON ARTESIA SAWDUST PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. VICTORIA ARBORS PASEOS DIAL BEFORE YOU DIG 13434 ONTARIO AVENUE 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR FOR LMD ANNEXATION 1-800-227-2600 ONTARIO, 9) 91761 SHALL SIMIRBE MPLLANTED S ALL AT ONE—HALF THE DESIGNATED RUBS AND GROUND COVER SPACING VICTORIA ARBORS TRACT 16313 PHONE (909) 947-5983 FAX (909) 923-7206 FROM SUCH UNITS. SEE LEGEND FOR SPACING REQUIREMENTS. 4 APPROVED BY: DATE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE C" ENGINEER �— -«��,����I� RCE: 24953 PLAY IT SAFE. AT LEAST TWO LEGEND ARE ESTIMATES ONLY. DE" RpDpMMpMp DIAL BEFORE WORKING DAYS 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS LK DN YOU DIG! PRIOR TO SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO Withers and Sandgren, Ltd. ` S EXCAVATING SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. DPMN PAGE in DN L-9 Architecture L-9 of 16 3467 Ocean View Boulevard, Suit. A SERVING NINE SOUTHERN CALIFORNIA COUNTIES G PLANTING NOTES E GROUND COVER SPACING — STD.508 °'°CM � on Tel: (8,N,) 236-3006c t(8 8) 236-3066 oft"m(L L 4 � BEET `� DF i GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D. Brass Pipe and Fittings: 2. A backboard shall be secured to the controller enclosure housing to provide a base for Gr 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. Federal Specification#WW-P-351. 3. A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. A. CONTRACTOR DOCUMENTS: shall consist of specification and For exam le should a piece of a ui ent be installed in a location that does not A. If the Contractor wishes to substitute any equipment or P Pro � Pr q pm 2.Fittings shall be red brass conforming to Federal Specification#WW-P460. Metal conduit shall run from the 117 volt supply to the controller housing.All power within the itsgeneml conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS match the lan,the Contractor must indicate that equipment has been relocated in materials for the equipment or materials listed on the Drawings and PP Y 8 include all labor, materials, and services necessaryfar the Specifications he may do so by providing the following housing shall be properly phased. Proper a graphic 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 t Whatever is called for an arts shall be as binding as if called for all g � P �'�• appropriate wiring(station valves,master valve,common,central control). �' y P g 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 i ent. B.VERIFICATION: The Contractor shall verifymeasurements on the A. Scope of Work: Provide all labor, materials transportation,and 3. Before the date a the final observation,the Contractor shall transfer all Ba types bequipment � � information from the"record drawing"prints to a sepia mylar or similar mylar submitted. Z.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: p material Arrangements shall be made through the city for obtaining said sepia 1. Ball Valves PART 3 -EXECUTION shall notify the City Inspector immediately. The Contractor shall be held flow charts for each item to be substituted. drawings or specifications or in the work of others affecting his work, he the Drawings and described herein. 2. Provide descriptive catalog literature, erformance charts and mylar or similar mylar material. All work shall be in waterproof India ink anda.Ball valves shall be a plastic PVC valve with threaded ends and 3.01 OBSERVATION OF SITE CONDITIONS responsible for any damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, 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 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 Kueffel &Esser,or Faber Castell. The dimensions shall be made as to be easily 3. Provide the amount of cost savings if the substituted item is c.All Ball valves shall be installed per detail. proceeding with work under this Section. requirements of the Standard Specifications For Public Works approved. C. MATERIALS MACHINERY EMPLOYEES: Except as otherwise Construction Green Book latest edition. readable even on the final controller chart(see Section C). The original mylar B. Exercise extreme care in excavating and working near existing utilities. The > ( ) „ G.Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused his record drawing plan shall be submitted to the City of Rancho Cucamonga for �n g by noted, the Contractor shall provide and pay for all materials, labor,tools, B. The City of Rancho Cucamonga shall have the sole 1. Quick coupling valves shall be Rainbird 33DNP or approved equal. operations or neglect. Check existing utilities drawings for existing utility locations. and other items necessaryand incidental to the completion of his work. 1.02 QUALITY ASSURANCE& REQUIREMENTS approval prior to the completion of the controller chart. amp 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 approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty in planting trees,shrubs, D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an A. Permits and Fees: The Contractor shall obtain and pay for any and all 4. The Contractor shall dimension from two in permanent points a lreference, Drawings and Specifications. and ground covers. such as building corners, sidewalk edges,road intersections,etc.,the location of H. Backflow Prevention Units: adequate survey of the property. The Contractor shall obtain and pay for permits and all observations as required. D. The Contractor shall carefully check all grades to satisfy himself that he may safely all permits and comply with all laws and ordinances bearing on the the following items: 1.06 GUARANTEE 1.Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall promptly notify 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 promp y fy City 8 A. The guarantee 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. 8 y with 6o mesh monel screen and shall be similar to Bail #looB or approved y layout: P 8 Y asYJ 8 Po accordance with the attached form. The General Conditions and �' �° A.Physical out: c. Gate valves. 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. Supplementary Conditions of these Specifications shall be filed 3.All sure main line piping between the int of connection and the lines routingand location of sprinkler heads. Pd. Routing of sprinkler pressure lines(dimension max. 100'along routing). PP � � P� P P g � 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 tett the adjacent and the rules and regulations overnin or relating to an portion of this work are f. Routing of control wiring and locations of all splice boxes. procedures or to start of construction. Submit shop drawing for val. eq Y Pro °� J ProP�Ygoverning 8 Y Po B. A copy of the Guarantee form shall be included in the P� Pei op g �° hereby incorporated into and made a art of these Specifications, and their g• Quick coupling valves. B.Water Supply: public and shall be responsible for any damages or injury due to his act. Y � rP P P�� operations and maintenance manual. uPP Y: provisions shall be carried out b the Contractor. Anything contained in h. Stub-outs for future connections. I. Check Valves: 1.The irrigation tem shall be corrected to water ! s of P Y Yth• 8 8 � supply point(s) F. CHANGES ON THE WORK: The Ci Inspector may order changes these S Specifications shall not be construed to conflict with an of the i. Other related equipment as directed by the City of Rancho Cucamonga. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. City sPe YPe y C. The guarantee form shall be re-typed onto the Contractor's construction with replaceable composition,neoprene,or rubber disc and shall 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: de 1'O X10 2.Connections shall ra made a 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-V-5 duty virgin P Class A,Type wV. Drawings. The Contractor is responsible for minor changes caused by actual made in writingbefore 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 te of heavy duty virgin PVC construction with F.I.P. site conditions. 8 � GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene. larger size than is required by the above rules and regulations, the Delivery of the sepias will not relieve the Contractor of the responsibility of Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of C.Electrical Supply: G. CORRECTION OF WORK: The Contractor shall re-execute anprovisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted from the prints. " Y Y We hereby guarantee that the irrigation system we have furnished head. Anti-drain valve shall be similar to the Velton 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. remedy defects due to faulty materials or workmanship upon written D. Explanation of Drawings: C.Controller Charts: and the work has been completed in accordance with the Drawings 2.Connections shall be made at the approximate location(s)shown on the notice from the C1 Inspector for period of one hundred-eighty 180 J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause actual City sP P� 8th'( ) and Specifications, ordinary wear and tear, unusual abuse, or g � �' 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. the electric control valves shall be made with direct burial copper wire AWG- H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After carefully investigate the structural and finished conditions affecting all of material or workmanship which may develop during the period of U.F.600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION one year from date of acceptance and also to repair or replace any shall be made with AWG-TW solid copper wire. Pilot wires shall be a A. Trenching: reviewing the drawings thououghly it is the Contractor's responsibility to his work and plan his work accordingly, furnished such fittings, etc., as 2.Provide one controller chart for each controller sequence. damage resulting from the repairing or replacing of such defects at different color wire for each automatic controller. Common wires shall be 1.Dig trenches straight and support pipe continuously on bottom of trench. Lay clarify with the City Inspector any questions the Contractor may have may be required to meet such conditions. Drawings are generally no additional costs to the City. We shall make such repairs or white with a different color stripe for each automatic controller. Install in pipe to an even grade. Trenching excavation shall follow layout indicated on regarding the method of construction,quantities or quality of materials diagrammatic and indicative of the work to be installed. The work shall be 3.The chart shall show the area controlled by the automatic controller and shall replacements within a reasonable time, as determined by the City, accordance with valve manufacturer's specifications and wire chart. In no case the Drawings and as noted. included or called out. If the Contractor can not contact the City Inspector, installed in such a manner as to avoid conflicts between the irrigation be the maximum size which the controller door will allow. after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation lines the Contractor must qualify his bid or accept the interpretation of the City system,planting and architectural features. such repairs or replacements within a reasonable time after receipt 2.Wiring shall occupy the same trench and shall be installed along the same installed under paving or hardscaping. Inspector on the questionable areas as they develop during construction. 4. The chart is to be a reduced drawing of the actual installed system. However, of written notice from the City, we authorize the City to proceed to route as pressure supply or lateral lines wherever possible. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure 2. All work called for on the Drawings by notes or details shall be in the event the controller sequence is not legible when the drawing is reduced, have said repairs 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. or replacements made at our expense and we will together at intervals of fifteen I S feet. 4. Provide for a minimum of eighteen 18 inches cover for all supply 1. 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. g ( ) 8h ( ) Pyre PP Y 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'h")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. 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. connection at each electric control valve,so that in case of repair,the valve 6.Provide for a minimum cover of eighteen(18)inches for all control wiring. g LOCATION: bonnet may be brought to the surface without discormecting the control wires. 7.Refer to City Standard 120"Trench Repair"when within City streets replaced at the Contractor's expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade Control wires shall be laid loosely in ttenchwoR-] without stress or stretching wire susceptible to traffic loads. meeting specifications shall be paid by the Contractor. differences, or discrepancies in area dimensions exist that might not have 6.When completed and approved,the chart shall be 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 is not 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 system. 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. t3 Y PHONE: DATE OF ACCEPTANCE: not be allowed without prior approval of the Ci of Rancho Cucamonga.Contractor may have regarding the work, administrative procedures during P PP h' 8 • Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent construction ando'ect work schedule. 1.03 SUBMITTALS undisturbed soil in planting areas.Backfill will conform to adjacent grades without dips,sunken Pr J 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 Contractor's name,address,and telephone number, 1. Pressure main line piping for sizes 2" and larger shall be PVC hook-up shall be the responsibility of the Contractor. without cost to the City. Rancho Cucamonga. and which lists each installed equipment and material item including names and Class 315. addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved Type 1, L. Electric Control Valves: C. Trenching and Backfill Under Paving: 2. Complete material list shall be submitted prior to performing any b.Catalog and parts sheets on every material and equipment item installed Grade PVC compound conforming to ASTM resins specification 1.All electric control valves shall be the same size and type shown on the 1.Trenches located under areas where paving,asphaltic concrete,or concrete will P 8 P Dram be installed shall be backfilled with sand a layer four 4 inches below the work. &4• ( Y O • Material list shall include the manufacturer, model number, and under this Contract. D1784. All pipe must meet requirements asset forth in Federal 2.All electric control valves shall have a manual flow adjustment. pipe and six (6)inches above the pipe)and compacted in layers to 95 % description of all materials and equipment to be used. Although c. Guarantee statement. Specification PS-22-70, with an appropriate standard dimension 3.Provide and install one control valve box for each electric control valve. compaction,using manual or mechanical tamping devices. Trenches for manufacturer and other information may be different, the following is a d.Complete operating and maintenance instructions on all major (S.D.R.) (Solvent-weld Pipe). piping shall be compacted to equal the compaction of the existing adjacent 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. driving,but where any cutting or breaking of sidewalks and/or concrete is in writing to the City of Rancho Cucamonga at the conclusion of the D 1785. All pipe must meet requirements as set forth in Federal g11 eery,it shall be done and replaced by the Contractor as a part of the 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,project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with en bolt-down cover or approved 2 Automatic Controller Calsense ET1-24 -DR-LR green appro 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 quick lm obtained from the Ci of Rancho Cucamonga. No hydraulic driving will be 3 Master Valve Superior 3100 RCV �P P qth coupling 8 ry g . y g 4 Etc. Etc. Etc. E.Equipment to be Furnished: approved conforming to ASTM test procedure D2466. valves. Carson Industries#608-12 with green flex-lock cover or approved permitted under concrete paving. 6. Solvent cement and primer for PVC solvent-weld pipe and equal. 3.Refer to City Standard 120 "Trench Repair"when within City streets Irrigation submittal must be specific and complete. All items must by 1. Supply as a part of this contract the following tools: fittings shall be of type and installation methods prescribed by the 4.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves installed susceptible to traffic loads. listed and should include solvent,primer,wire,connectors, valve, boxes, manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12B with green a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: bolt-down cover or approved equal. etc. No copies of manufacturer's literature(catalog cuts)are required as 5.Use 10"x 10-1/4"round box for all quick coupling valves installed within on- submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manufacturer's name structure landscaped areas. Carson Industries No.910-1213 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 faction 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 f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as Wy 2. The above mentioned equipment shall be turned over to the Ci at the 8. All fittings shall bear the manufacturer's name or trader shown on the Drawings and/or specified in these special provisions. DESCRIPTION OF REVISION DATE ��p; 4. Approval of any item, alternative or substitute indicates only that theh' 8 � 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. ���/ Specifications on the basis of the information or samples submitted. the City has received material must be shown to the City of Rancho of approval. 3.Riser units shall be fabricated in accordance with the details shown on the CI 1 1 OF RANCHO CUCON� Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings' 5. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral line piping shall be PVC 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening liabilityunder 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 in the sprinkler body. GENERAL CONDITIONS AND IRRIGATION gu Y PP J P g 5.All sprinkler heads of the same type shall be the same manufacturer. SPECIFICATIONS guarantee, areas. 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: VICTORIA ARBORS PAS E O S 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 v A �N[=Apt � pipe shall be transported in a vehicle which allows the length of pipe to lie flat so 3. Pipe shall be made from NSF approved, Type 1,Grade II wiring shall be Schedule 40 P.V.C.or approved equal. FOR LM D ANNEXATION G�fa �r M. W' 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. set of blueline ozalid is which shall be corrected daily, showingevery An section of i 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: �irr �' Y pipe g P PP 1.Controller enclosure shall be of size and type shown on the Irrigation VICTORIA ARBORS TRACT 16313 lchange 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. )wings and Irrigation Detail sheet. i✓ installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1, 2, and 3 of this section APPROVED BY: DAM = may be obtained from the City of Rancho Cucamonga at cost. This set of (2.01 B), all requirements for non-pressure lateral line pipe and CITY RCE: 24953 en * 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 DESIOM 1liCOMIIDDED 0 pipe and fittings as set forth in section 2.0113 of the Specifications. LW. ON Wlthers ad LandscoPe Aa dg hfere, Ltd. OF eau ' t>ratt�t PAGE DN 3467 Ocean Vlew Boulevard, sine A L-10 of 16 Glendale, CA 91209 CHEMm Tel: (a1B) 236-3006 Fax: (aia) 236-3066 ftp HIM 1_W 09/30r-M+ __ _ _ _._ _ 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 notify the 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. B. No material or methods shall affect the landscape planting or h droseed germination. 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. �P 8 Y 8 P P Y D. Survey, Reference Points,and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. own outlet. 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 No material or method shall render the job site unusable for more than 10 days from establishing all surveys,reference points and elevations required by him and shown The above soil conditioning are minimal qualities 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� 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 lace joints and at test until entire system is ver 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 repeat Y watertight. Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended q mP rk,P 5.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 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 Selective Selective Herbicides: 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 a'�' I"'�' e�Pm 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 the r and fitting manufacturer. 7.When the irrigation system is completed,perform a coverage test in the ) by P•Pc g any of the requirements of the plans and specifications shall be remedied or removed,and 3.05 Finish Grading: 5. On PVC to metal connections the Contractor shall work the metal Presence of the City of Rancho Cucamonga to determine if the water coverage 6.07 Weed Eradication: replaced by the Contractor at his own expense in a manner acceptable to the Landscape Aer rototilling operations are complete, grade areas to establish finish grades for planting. connections first. Teflon tape or approved equal, shall be used on all threaded for planting areas is complete and adequate. Furnish all materials and perform If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the all work fired 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 pressure `�" y g planting areas will require control prior to removal, spray these areas per Pest Control J from the Drawings,or where the system has been willfully y installed as 1.06 Inspections: end of the project maintenance period. Advisor's recommendations. is all that is required. Where threaded PVC connections are required,use indicated on the Drawings when it is obviously inadequate,without bringing The Contractor shall arrange for inspections by notifying the Landscape Architect,City and Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade A. Prior to the installation of the irrigation system remove and clear all weeds and threaded PVC adapters into which the pipe may be solvent welded. this to the attention of the City of Rancho Cucamonga. This test shall be governing authorities,24 hours prior to time of inspection,unless otherwise noted. change. 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 1" -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 (12)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 pressure supply 3.07 MAINTENANCE PART 7 -LANDSCAPE MAINTENANCE JPP 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: 1 Provide all materials, labor and equipment necessary for,or incidental to,performing all 2. Reclaimed Water Supply:Y: 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 maintenance requirements as reasonably implied or as delineated in the specifications Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. Substantial Completion Inspection(at completion of landscape improvements)- 7 on plans,as reasonably implied and as delineated in the specifications. pressure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP including,but not limited to the following: PreDays. 4.02 Products Maintain all tants and planted areas. 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 P O e'P ( 8)� Final Inspection(after maintenance period)- 7 days. A. Nomenclature -Plant names indicated on the drawings conform the Standard Plant Ke planted areas free of weeds and debris. one foot above sanitary sewer and reclaimed water lines where these lines must cross. removed from the site,all walks and paving shall be bloomed or washed down,and any The contractor shall arrange a Preconstruction job conference with the Landscape Architect Names" established by the American Joint Committee on Horticulture. Except for Keep P General Notes: (a)No pipe 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. and Ci a minimum of seven 7 days or to the beginning work. names covered therein, a established custom of then Prune trees and shrubs. City ( ) y Ori gi g the nursery is followed. reclaimed water line. It is the intent of these specifications that no joints shall occur below 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Fertilized all plants and planted areas. � J 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 Insecticide spraying. 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 being 7.02 Fertilizers: pipe is below the sewer or reclaimed water line. Encasement shall be per City Standards. of Rancho Cucamonga. follows: root bound. Plants shall not be pruned at anytime,and in no case shall trees be A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 Gro- (b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24" box & larger 1 year topped. All D.I.P. must have hot 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 Power Controlled Release Nitrogen,as designated herein,or approved substitute as per AWWA C900 or 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 eN� ( ) apply Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the B. Ammonium Sulfate: Granular form containing not less than 21 %nitrogen and 24% crossing another reclaimed water line. (d)The construction criteria apply to house laterals Ground Cover 120 days container size specified on plans. Removal of all tags, labels,nursery stakes anties d that cross above a pressure water main but not to those house laterals that cross below a 3.10 SITE OBSERVATION SCHEDULE sulfur and shall be registered as an agricultural miner,with the State Department of A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in Bedding Plant 120 days from all plant material prohibited until the approval of the Landscape Architect or Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the pressure water main. advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City. Agricultural Code. 1.Pre-Job Conference-7 days Lawn(seed) 120 days fiom first mowing D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours insufficient in size to carry out the intent of the planting plan will not accepted and will Install as manufacturer's instructions. Remote control valves shall be connected to 3.Lateral line and sprinkler installation-24 hours Maintenance shall start immediately after landscape irrigation and planting. Pe' P� Guarantees begin after the project acceptance by City and at the end of the 180-day be replaced at Contractor's expense. Maintain all Tants and planted areas on a continuous basis as they are installed Burin the controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours P P eY 8 � gs• 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, ss of the work,5.Control wire installation-24 hours progress rk,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 8 8 notice from the Landscape Architect or City. If dead material is not replaced and planted over two(2)years. 1. 120 volt power connection to the automatic controller shall be provided b the 7.Coverage test-48 hours representative. Y 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 Contractor. A. Irrigation: Operate irrigation system on an established program to maintain all plants B. When observations have been conducted other than the City of Rancho Cucamonga, Landscape Contractor for all expenses incurred. the substitute materials are approved in advance by the City,and are made at no and planted areas in a healthy condition. Irrigation system run-off shall be kept to a 2. All electrical work shall conform to local codes,ordinances,and union show evidence in writing of when and by whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations, all substitute plant minimum. Damage to irrigation system resulting from maintenance and equipment authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development, for a period of one year from date of final acceptance of materials shall conform to the requirements of these specifications. and/or maintenance personnel shall be restored to its original condition at no cost to contractor shall not call for a site visit without"As-Built"record drawings,without project. G. Plants Not Approved- Plants not approved are to be removed from site immediately the Ci Failure of anart of the irrigation stem shall be brought to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: and replaced with suitable plants. The City reserves the right to reject entire lots of City. y P ga Y gh 1. Install where shown on the Drawings. Where grouped together,allow at least visit. of the City. No repairs other than emergency repairs shall be accomplished without 8 gr' Pe og Upon completion of the work, the Contractor shall present to the City, signed copies of all plants represented by defected samples. written permission from the City. twelve(12)inches between adjacent valve boxes. Install each remote control 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: 1. 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 approved herbicide program. 1. After all new sprinkler pipe lines and risers are in place and connected,all (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303, construction,and legally dispose of it. During the course of the work,remove 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: and as may become neves thereafter b an approved method of t control,to sprinkler heads,the control valves shall be opened and full head of water used concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works remove all remaining debris and surplus materials upon completion of work,leaving the Soil amendments shall be as recommended in the Agronomic soils report y �Y y PPro to flush out the system. Construction is available from: keep all plants and planted areas free of insects and disease. Method shall be reviewed 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 repair damage. 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 In no case shall the spacing exceed the maximum recommended the B.Install all items required by other trades which are to be cast into concrete. P g 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 fmishing. Contractor shall famish,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 relieve the Contractor of his responsibilities under the terms of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native,On-Site Soil with rock no greater than 3" in diameter established and well rooted in flats or similar containers. phases of planting installation by the City Public Works Inspector. Maintenance period shall be specified. City. Gro Power Plus, 5-3-1 15 lbs/cy 5.04 Mulch: adequate to verify plant characteristics and establishment. 1.04 Clean-up A. Two inspections shall be made that affect the establishment period: The first after all U completion of all concrete work and before final acceptance,the Contractor shall Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wood chip fiber. plantings have been completely installed in order to approve the beginning of the 3.05 EXISTING TREES P� p ��" (To be used for bidding purposes only, verify with Agronomic Soils Test.) 5.05 Coordination: P � �P y �� � g Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all remove all tools,surpbs materials,apparatus,debris,etc. from the site and the site shall be establishment period, and the second at the end of the establishment period. If left in a clean,neat condition acceptable to the Ci 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 acceptable y period,due to defective possible care to avoid in' to trees and tree roots. Excavation in areas where two 2 inch � ty" lantin are not acv ble at the end of the 180 da P Jury ( ) allow thorough water-in and establishment. If planting is delayed, keep plant roots moist and place in a sheltered location maintenance,then continue establishment until all work meets with the Specifications and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun,wind and other damaging elements. except directly in the path of or conduit, shall be tunneled under and shall be heavily PART 1 -GENERAL and can be approved. eP Y Pa P1Pc Y 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 undamaged, and free of infestation. Inferior plantings shall be replaced and brought completing all work,as indicated on the Brewin PART 3 - SOIL PREPARATION AND FINISH GRADING 5.06 Installation: adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one(1)inch P 8 drawings,as reasonably implied,or as delineated in 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on plans. to a satisfactory condition before final acceptance of work will be made. All areas and larger in diameter shall be painted with two coats of Tree Seal,or equal. Trenches the Specifications as follows. 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 shall be neatly raked and free of weeds. ty- ( ) adjacent to tree should be closed within twenty-four 24 hours;and where this is not 1.02 Standards: All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. regulations,and meet the minimum requirements of the Standard Specifications For Public shown on plans, as reasonably implied,or as delineated in the specifications. from container. Works Construction(Green Book)latest edition. B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. Regrade planter areas after planting,to restore smooth finish grade and to insure proper 3.06 FIELD QUALITY CONTROL 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible A.All Contractors performing Site Development work,must be 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 ( ) asg � 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 cls 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 � y P rasY 8 Pr P g Pn 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 roots smaller than two(2)inches in diameter, the wall of the trench adjacent to the tree Insurance,during entire course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not DESCRIPTION OF REVISION DATE my/lt'lIIOVEDo 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 CITY 1 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: `iOF RANCHO CUCON� within twenty-four(24)hours; and where this is not possible,the side of the trenchadjacent to Architect and City to give starting and completion dates. Contractor shall also supply laboratory, approved by the project Landscape Architect for analysis prior to use. Provide all material, equipment, and labor necessary to perform all work as indicated on the tree shall be kept shaded with a burlap or canvas. the Landscape Architect and City with the name and telephone number of the person Result of testing to be delivered to City for approval. Soil test to include analysis and plans,as reasonably implied, and as delineated in the specifications. in charge of the work. recommendations. 6.02 Quality Assurance: IRRIGATION AND PLANTING A. stem:Adjustment of the S 1.04 Responsibilities and Coordination: J y A. Permits: The Contractor shall obtain and pay for all permits and inspections required 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of SPECIFICATIONS 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 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. VICTORIA ARBORS PAS EOS much as possible. on the plans at the site prior to commencement of any work under this contract. The 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State,and Local Regulations. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recommended approval and 6.03 Submittal: FOR LM 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 VICTORIA ARBORS TRACT 16313 adjustments prior to planting. Adjustments may also include changes in �NDSCAPF After rough grades have been estabalished,prepare all lawn and planting areas by tilling or the Landscape Architect/City a list of the weed control materials and quantities per acre intended nozzle sizes and degrees of arc as required. ® q cross ripping to a d th of 12". All rock and debris more than 2" in diameter shall be removed for use in controlling the weed es valent and expected on the site,as supplied b the Pest E,, MWIT„ '�y depth 8 types Pre P� PP Y APPROVED BY: DATE: /� L/cam� 3. Lowering raised sprinkler heads by the Contractor shall be accomplished c V IV �� from the site except for areas that are to be sodded in which all rock and debris more than In Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape y within ten (I 0)days after notification by the City. J ', r' in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and CITY ENGINEER �� ,�- �01�1��//� �• 249 4. All sprinkler heads shall be set perpendicular to finished grades unless OEM 11D OMMEN eo otherwise designated on the Drawings. methods with the intended planting and seed varieties present. LW, DN Q5 5.5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so * ale * Withers and Sa n d g re n, Ltd. that each lateral operates at design pressure. OM 1 Landscape Architecture PAW Sr ��P DN 3467 Ocean View Boulevard, Suite A L-11 of 16 ATF 208 0 OF a CHECM Tel: (619) 236-3006 Ci x:1(9 8) 236-3066 OR 1a NM Lw 09130,2W4 1 I o g -L � - - __� i I 9 12 or CAL CIVIC ENGINEERING, INCf11EE1 Np LIGHTING FIXTURE SCHEDULE SYMBOL LIST (NOT ALL SYMBOLS ARE USED) Slri.TiNG FWCINEERS t LAMD SURVEYORS _ __ _ �_ ��+ _ CFV -LL./(626 X7lUftAL/LAND Si1RY11-ft" - .Y ,w. LAMPS _ ELECTRIC SERVICE PEDESTAL P1 THRU P11 SYIII• DESCRIPTION WATTAGE N A TYPE MOUNTING I IDNE(626)'N6-2126 FAX(62�)996.6641 - - er . -� - 0. TTS E rxorEK�r:-w[crowA A>RaoRs-wn�rrxy cor�rrnEs - _ an snt�nooa 120/24OV., 10, 3W Light Pole 100 AMPS MAIN RECTANGULAR AREA LIGHT WITH SPECULAR ALUMINUM 116 1 100 HPS POLE WIND = �e STRONG BOX MODEL 24SS/240 VOLT REFLECTOR. TYPE 3 DISTRIBUTION, BRONZE COLOR 13,e POLE LIGHT WITH PHOTOCELL AND GFI RECEPACLE Q + • -t + 1- 4 STREET LIGHT j rt t -�- - - SPAULDING CM-PM10-S100-M-MT(240)-CS 240V LIGHT FIXTURE CALL OUT. "A" INDICATES FIXTURE TYPE, 0100" INDICATES WATTAGE 1 Q FLUSH FLOOR RECEPTACLE WITH COMBINATION BRASS COVER SHEETINDEX DUPLEX RECEPTACLE, WALL MOUNTED +15 TO CENTER OF BOTTOM DEVICE QUADPLEX RECEPTACLE, WALL MOUNTED +15m TO CENTER OF BOTTOM DEVICE. -_ --I- - -.U�1>m6k = � •�a �4�L` � ,-._ �- - I � 2P I L-13 NOTES BOL UST, FIXTURE SCHEDULE, DETAILS iEM { L-14 TRACT 16313 LIGHTING A+ GFl-TYPE RECEPTACLE, MOUNTED IN POLE LIGHT e 1� A - ( L-15 TRACT 16313 PHOTOMETRICS A-1,3,5 100A I L-16 PANEL SCHEDULES ---1-. PANE - -�}- �! HOME RUN TO PANEL LETTER DESIGNATES PANEL, NUMERALS DESIGNATE CIRCUITS. l _ ? 1:, T - WIRING RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED. :61_ I _ 14 ! P1 I tt, +1+ �,pT -4D C _ 1-t - - _ + - . I- - - . - . - . - . WIRING RUN UNDER FLOOR, OR UNDERGROUND. (1) 2"C. TOI Jia N JJNC11ON BOX, MTD ON WALL, FIELD VERIFY MOUNTING HEIGHT -� a.l 1 ' I= i ,. 1 �; ELECTRIC PULL BOX - -- ---- �- .►. �. . I p JUNCTION BOX OR PULL BOX � / ii, d 11.3!- 8.ia r lvFti �� ------ l� . - _ - _ t ELECTRICAL PANEL BOARD AS DESIGNATED, FLUSH MOUNTED L iLL__ 1" �z. I-2ee�. im-5 43 , 09-` ELECTRICAL PANEL BOARD, SURFACE MOUNTED t 3 it tl. •, s I I" / s. t SCALE: - - - - - TYPICAL SINGLE LINE DIAGRAM 3 ® ELECTRICAL SERVICE POSTAL 1 I N.T.S. > eI -T TELEPHONE TERMINAL BACKBOARD. PROVIDE 1/2"C. - i � GROUND GENERAL NOTES = CONNECT TO COLD WATER PIPE - I - c • -� X "X" INDICATES PANELBOARD OR EQUIPMENT DESIGNATION + ANCHOR BOLTS i-- -1 "E-100" INDICATES PLM! PANEL SCHEDULE �K S� / �, t „t CONCRETE FOOTING 1. VERIFY LOCATIONS OF METER/PANELS NTH UTILITY COMPANY AND CITY INSPECTOR. ~t LIGHT FlXTU PER 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR TO EACH LUMINAIRE AND ELECTRICAL PEDESTAL O PLAN NOTE RffERENCE, SEE NOTES FOR REQUIREMENTS ELECTRICAL LANS SQUARE LIGHT POLE CALCIVIC EN(ifNEER1NO,INC Tia.. Jobs I4"-6, 3. TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR A RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER �/ T 2100 PARNELL WAY Dorm Dab:11 06AM 27 MAY a MUST PROVIDE CORRECT LAMP COLOR AND TEMPERATURE PER SPECIFICATIONS, NO FIELD CHANGES /r TRANSFORMER, RATRNGS AS NOTED ON THE DRAWINGS ALTADENA,CA01001 Dow!ptici I WALL BE MADE WITHOUT CORRECTIONS SUBMITTED AND APPROVED BY THE ENGINEERING DIVISION. PHONE:(In)701-2120 ADJACENT p FUSED DISCONNECT SW!1TCH - HP RATED VOTH FUSES SIZED PER EQUIPMENT FAx:(020)T00-0044 '`°0" HARDSCAPEI 4. ORDER ALL LIGHTING FIXTURES AND EQUIPMENT A MINIMUM OF FIVE (5) WEEKS IN ADVANCE MANUFACTURER. ,�K�• ,;5,,, stselColumn , ' ` I TOP VIEWBEFORE INSTALLATIONS. Description LIGHT POLE COL Fl I FEEDER DESIGNATION; SEE FEEDER SCHEDULE 5. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING ELECTRICAL POINT OF CONNECTION WITH asal hdomnnal cakldwlons an swilnedtti MW""tjdft+en Aso and 1111117"°`Rsgrr .n b »nb 1010 I PRE-FORMED METAL COVER IRRIGATION POINT OF CONNECTION. 70AMP FUSE AND 100AMP SWITCH, FUSE TYPE AS SPECIFIED Steel Section TS4X4X1/4 Fy 46 DO KSI x-X S'desway Restrained UGH'uT POLE OVER ANCHOR BOLTS 70AF�100AS Duration Factor 1.330 Y-Y SKkeaway Restrained Column Hep t to 000 n Elastic Modulus 29.000 00 k,k DRY PACK BEN EA 45 DEGREE CAMPHER End Fb*y Fix-Frim, X-X Unbracea 10.000 rt Kxx 2100BASE PLATE APPROX 1" X 1" LinA Start Tam Loads Combined r-Y Unbraeed 10.000 It Kyy 2.100 Looft - D #4 REBAR TIES Axial Load... Deal Lead 0 09 k Ecc r«x-X Axle Moments 0000 it N ALL LIGHT A LOCATED AFF ABOVE F5M9•IED FLOOR an GROUND FAULT CNlCUT MIERRUPTER CONCRETE APRON IN COBBLE ADJACENT TO WALK. She Load k Ea for V-Y Axis Moments 0.000 in shoRTermLead k - = I 4" TO 6" ABOVE GRADE _ i - TELEPHONE BACKBOARD Edi EMERGENCY FIXTURE Along (".ta momenta1 033 k 1- O�.000 x ADJACENTT - - T FINISH GRADE pp CpNpUT ONLY NL NIGHT LIGHT ro tae(r set wit > k R I 1 #4 HORZ. TIES Summa 71 VmmDes� ATFL1tPR0� U.ON. OTf*RY N010-S4x4x114 Heighx/wda t= 1000R.ALoaOL 0.09. LL= 000. ST= 000k, Ecc = 00000, CONDUIT DEPTH PER "-6 t _ _ t 3#-0" a #4 VERT. UnbracedLengths X,x- 10.00R. Y-Y- 10.o011 CURRENT NATIONAL I I - - - PROVDE FURNISH, INSTALLED AND CONNECTED IL 1ELEPHONE � hb. and �_U_ OL+ST+(LLifCttosenl ELECTRICAL CODE RISC Formula Ht-1 I A1,4C Fomaa Hi-2 - - s CONCRETE FOOTING - FRRELOCATE E7QSTRIG DEOM KW KILOWATT RISC Formas H1-3 0.0042 0.0047 0.1063 ILO MAIN LUGS ONLY KVA KILOVOLT AMPS XX Axis:Fe cal d Per E4 E2-2,K%k>Cc \� :\ YY Axis:Fa c*d l5g E2.L K">Cc _ #4 REBAR TIES 1 -6 3/4 X 15 ANCHOR BOLTS (4) �l HANDLINGftesseWT 00 GROM DEGREES KELVIN X Allowable a Actual Strasser Dead uv DL,_LL DL•�„Q,� CONCRETE APRON �� - 4"-6"6" MIN. EF E MUST FAN CP CIRCXILATING PUMP pl< p Fa Allowable 5.38 kbl 0.00 ksi 536 kat 7 16 ksi is Actual 0 03 Kai 0.00 ksi 0 03 ksi 003 ksi 4"-6" ADJACENT NOTES: Fb-xx Allow[F31) 27.00kai 000 kw 2780 ksi 3071 kw HARDSCAPE 1. ALL REINFORCING AND STRUCTURAL DIMENSIONS TO BE PER S DEWAL LIGHT STANDACONCRE R EMI ELECTRK: WATER HEATER 1b xx Actual 0.00 kill 0.00 ksi 0.00 kw 388 kal APPROVED STRUCTURAL CALCULATIONS. - Fb:yy ANow[F3 1) 27.00 ka 0.00 kw r eo kw 38.71 kr PROBLE 2. STRUCTURAL CALCS AND FOOTING DETAIL TO BE PROVIDED - CU CONDENSIIG UNIT Y VOLTAGE AND SHOWN ON PIANS. 1b:yy Actual 0.00 kel 0.00 kw 0.00 ksi 0.00 kw VD VOLTAGE DROP A AMPS TYP TYPICAL / PHASE Fee DL-LL 5 384 psi Cm x DL+LL 050 Cb x DL-LL t NO OR Mm" FT FOOT OR FEET F'ay DL.LL 6.364 psi Cm.y DL-LL 0.00 Cby DL+LL 1.00 SCALE: CONCRETE E E COBBLE AREA - _ SHORT CIRCUITING N Fax DL+LL+ST 7,101 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey DL AXIS 7.101 pal Cm0 DlN LMax 0.00 COy DL.LL+87 s 1.00 LIGHT POLE DETAIL 2 S AL A"� Max x-x Axa DeNectan -0.321 a M 10.000 rt Max r-r Axa Defteel+on 0. ESS N.T.S. R � Q 1 ift ASSOCIATES m ' c� � \ nunuu nele[teua � x+ 24" 25" CALIFORNIA CORPORATION• cw��. ���' t� of ��t 125 E eDklr sa.0c. Sub 150 382-fly Cesto Mese, CA !2626 714 'SIC-3251 C� '" 't1NO WC Title: psAr t1 o6AM-lobo PHOTOCELL FRONT MIN. 36" , ONT FRIC 714; 546-3252 2100 PARNELL WAY CLEARANCE MIN. 36" SCALE: 11lR 1000110 ODattOM AME UNCM p Pon Ae tDstNrrlm ALTADENA,CA 01001 1 BY 110 C"KTMIT M /HE CLOW AND AN ANNE FOR MI ��, Scope FRONT t!c BACK ; ; LEVEL T Y P LIGHT POLE L0CATI0N DETAIL N.T.s. 4 DPEMM OF LPM,HIS�:� ,� FAX:(020)7/,,044 OF METER I I CLEARANCE otlauLTAW NO WILL NE ooplClED A$PART aF 1HE MOXM" _N- steel Coknnn Be"PfAte --- METER PEDESTAL L-- Ua-KW OSOx•1.Via.se 1 2roa-2= , j FRONT do Mho 1 Tsomin M Ao FE1�00o°Fit L'iE OD MA,EO Lp19r}7002 ENERCALC E sli -�q SONw cm)omf wb am�K Fm As A001110im -alarm- Il lel=-aalRa�aa-la��la I BACK OF w AtaD11t1E aLlort AOtass 10•E FIAlEST tDt1E11T PouaT1ED Description LIGHT POLE (BASE PLT IMETER r LAlll 10 oven Fr AND"mD WE COWLTAHT NMel M FIRM PEDESTAL M11' AND 00 uAl F D OltW 0002;nculFR NEA50NAOLE AT1aS1EYl' FtODI AND coats OF D@ENOE. M1N90 FR= Mry Rt M a Cakulatiom are dselgned so RISC ser Edition ASO wW 10a7 11SC RagWromer" I IIE1nOAt90N OF 111E F�.11P AND>PEM A T,01IONS AT OR 11019 GOftlya)ht10ft1t111011 � 11E C>IJElIT MiNOUT 16E FLUOR 1elT1FJ1 AU1F101UZA11011 OF 11E DO WATANT. AE ODMXTANT UNIZ11 NO li MANTIES, UW41R Loads Steel Section TS4x4x1/4 IaliaiiiEss OR Imam. OF AM Axial Load 0.09 k Section Length 4 000 m L------------ LIABLE FOR ANY L001 t/PWIT OR ANY DAMAGM Section Width 4.000 m PARTICULAR FINIPOsf. MND EVEN INE OONSl1lTMfT R X-X Axa Moment 1.33 k-rt Flange Thickness 0 250 KI Masa Divivenirions Web Thickness; 0.250 in p J1 Platin Length 10 000 in Aftow.el. •••• 48" Place Will" 10.000 in Concrete fc 2,500 0 psi - PIaN Thickness O.aati in Saxe Pale Fy 36.00 ksi Load Duration Factor 1 330 Length 30 000 In L-4 Smalso"mw lbe Anchor be*Deft PPw ian Width 29 000 n as from Pate Edge 2 000 a TIME CLOCK i DESCRIPTION OF REVISION DATE Soft Count per Sid" 2 Tension Cop" 5.600 It I 1 80"A" `ia Summary s �{'�E / CITY OF RANCHO CUCAMONGA ...pl.b tlK I 1 Concrete Bearing Strea s Namur Sbees OK i Actual Bearing Stress 117.7 psi CONVENIENCE Allowper AC1318-W A31 PaAfalSea r1ig Soft MT•� RECEPTACLE 1 ` SNA' SYMBOLS LIST, FIXTURE SCHEDULE, =03.fc•sgrt(A2/A1)•LOF 1,M0psi J AND DETAILS Allow per AISC J9 2,327.5 psi 1 1 111111110 'TMe1` '°KVICTORIA ARBORS PASEOS Actual ro 9,507.3 pei Max ANow Pate Fb 35.910 0 psi 1 /30/06 Tension Soft Force Soft Tension OK 1 7� Actual Tension 0 016 k , Alk2vreba 6.500k �•.,",•�y�;•; ,.r• l• .:,• �. . . , •: •.. , F� ��`' �- R LMD ANNEXATION +; •y� I w' 'fir PROVIDE CONCRETE DIAL BEFORE YOU DIG �' fcTR� ,,�,:?:'�"•;'�'?�'I :;';;e�';., I; ,~ .•tib;«`:!"4 FOUNDATION(2800-28 DAYS) AND 1-Boo-227-M 9 UAL c ' VICTORIA ARBORS TRACT 16313 �� �F ;4.,,� v' ; . 'A;w,....�• 1• PER REQUIREMENTS OF MFR VERIFY APPROVED BY: DATE. /�l �pQ� W. K, ti� ' i ,� •,e;l; : :.• '`!; ''.*',•- r•i�.•tir'l•'4:'• EXACT SIZE OF FOUNDATION WITH MANUFACTURER AND STRUCTURAL CITY ENGINEER < epi RCE: 24953 ENGINEER PRIOR TO ROUGH-IN. zo SERVICE CONDUIT 1"C. FUTURE - REFER TO PROVIDE PAD MOUNTED BASE WITH PLAY IT SAFE. AT LEAST TWO DE'SION R000MMQloEn ANCHOR BOLTS EMBEDDED IN WORKING DAYS sf'l CIV V AS REQUIRED PLANS FOR QTY. CONCRETE SUPPLIED BY PEDESTAL DIAL BEFORE PRIOR TO9 �S Withers and Sand sees. Ltd. f Of CIIk0li MANUFACTURER. YOU DIG! 5 EXCAVATING DPMN Landscape Architecture P*AE 3W Otis,^ view etl[le.,rtd, s1[ee A L-12 of 16 alsindde, CA stns LIGHT POLE FOOTING CALCS SNRT .S. � PEDESTAL ELEVATION SNRT.S. � SERVING NINE SOUTHERN CALIFORNIA COUNTIES T.I: (tits) taroo -cs/�� (ate) 239-30" D�,�p Ilq_ 110 > or GENERAL NOTES No. 1 GENERAL NOTES No. 2 A GENERAL C CONDUCTORS 1 ALL CONDUCTORS ARE #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM * ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 24 (1989-AMENDMENTS), 3/4' CONDUCT FOR PVC UNDERGROUND CONDUIT. CIRCUIT BREAKER AND WIRING THE LATEST ADOPTED EDITION OF 1999 N.E.C., AN U.B.C., AND LOCAL CODES. ALL EQUIPMENT 1. CONDUCTORS SHALL BE CODE GAUGE 600 VOLT CLASS, COPPER, MARKED 24' ALONG SIZE PER NEC TABLE 310-16, IN COMMON AREA PANEL FULL SIZE CIRCUIT BREAKER AND SYSTEMS SHALL BE U.L LISTED. IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND MUST BE USED. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS. SIZE. 600 VOLT CONDUCTORS SHALL BE TYPE 'THHN/THWN (WET/DRY)'. DELIVER THE 1. THE CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO WIRE TO THE SITE IN UNBROKEN PACKAGES. LOW VOLTAGE CONDUCTORS SHALL BE 2 INSTALL (2) 1' C.O. STUB OUT FROM PANEL FOR FUTURE USE. THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 3 MINIMUM OF 1' CONDUIT FROM PANEL TO FIRST LIGHTING FIXTURE OR PULL BOX. PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD 2. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN 4 ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE COMPLIANCE WITH O.S.H.A USING PRESSURE SENSITIVE PLASTIC. REQUIREMENTS. CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 3. ALL CONDUCTORS/CABLING SHALL BE INSTALLED IN AN APPROVED RACEWAY UNLESS 5 SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATIONS PROVIDED BY CUTLER-HAMMER. SPECIFICALLY NOTED OTHERWISE IN THE CONTRACT DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SWITCHGEAR 2. THESE 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 TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY 9 ALL EQUIPMENT IS TO BE LISTED AND LABELED BY APPROVED TESTING AGENCY UL UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE GROUNDS ARE FOUND THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH THE APPROVAL OF THE RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. OR EQUIVALENT). DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. E POWER DISTRIBUTION EQUIPMENT AND DEVICES MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L, N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 1. PANELBOARDS: PANELBOARDS SHALL HAVE MAIN AND BRANCH CIRCUIT BREAKER RATINGS OF SIZE AND QUANTITIES AS SHOWN ON DRAWINGS. PANELBOARDS SHALL 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. MEET FEDERAL SPECIFICATION W-P-1158 AS TYPE 1, CLASS 2. ALL CURRENT CARRYING COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR PARTS OF THE BUS ASSEMBLY SHALL BE PLATED AND SHALL BE ENCLOSED IN A STEEL TO CONSTRUCTION. INCLUDE ALL COSTS IN THE BID. CABINET SUITABLE FOR SURFACE OR FLUSH MOUNTING AS INDICATED BY THE DRAWINGS. UL LISTED 'HACK' TYPE BREAKERS SHALL BE PROVIDED FOR CIRCUITS 7. THE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF SERVING MECHANICAL EQUIPMENT LOADS. A DIRECTORY FOR CIRCUIT IDENTIFICATION ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY SHALL BE PROVIDED, AND ALL CIRCUITS SHALL BE IDENTIFIED. CIRCUIT BREAKERS DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION SHALL BE FULL-SIZE BOLT-ON TYPE, TOGGLE ACTION 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-GUILTS' 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 WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 1. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL 2. FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT AND INSTALLED NOT EXCEED 10% ADVANCE MARK V OR EQUAL PARALLEL TO OR AT RIGHT ANGLES WITH THE BUILDING WALLS, CONTRACTOR SHALL MILASSOCIATES ILI D G t•T\IttL iRRIR[[RIR• 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 OWNER'S REP.) AND FOUR PIN, 3500 DEGREE KELVIN LAMPS. CALIFORNIA CORPORATION 3�82'�05 125 E. Bober Street, SutM 180 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, l:oeta tr..o, G tne26 SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE OR SMOKE WITH AN APPROVED UL SYLVANIA OR EQUAL aim sirot:H (724) 5+e-3252 Fac (724) 546-3252 LISTED CABLE-AND-CONDUIT FIRE STOP OF FIRE RESISTANT SEALANT. THE RATING OF "0" TMT TO� Q VIT NO " U Ae FM M TK 0"ATMT TO TK p.b1T AfD ARt>�/T1ED FOR AN THE 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 aeocvoa ouRe+o TNM Peeoo wu A0 "'�P°°°°°"�°"� M"K IED To pmR[POROVUI To °'°[T THE OONSMUNT AND KL K OOIMIECIED M PMT OF THE 00M LTM rS MSC!COPE OF»IMC M OOMMECIIONS OF DEFECT!OETECTfD PENETRATED. LIGHT FIXTURES. AND REPgtTFD Arf M THE AOCEPTANCE PEM]00 ,Ml K OOMPMMED POR Ae AOOfTIOKk IMAM M 0001 M MUCT ASMS TO lit PLUM EXMff POWTO 3. PVC SCHEDULE 40 NONMETALLIC CONDUIT WITH CODE SIZED GROUND CONDUCTOR 6. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR M 01 To ecE\eesr NO Naa THE OONlULTANT AftE Ees RM OW ANI'DAMAaE. uAeiuTr OR DOST,ucuDew MEAea[As�E ATTOMI[EY! M2 ANO OOM OF oEFENlE NZ;FMOM My mmm OR SHALL BE USED BELOW GRADE ONLY, IF APPROVED AND INSTALLED PER LOCAL CODES. TO ROUGH-IN. �"°"VOF*ffOMIT PMM TMS[W 7W°" OONl LIMIT. 11R ODM�ILTANT WES NO WA MMTIM Unfelt DO NOT ROUTE BELOW GRADE CONDUITS THROUGH AREAS OF FUTURE P�=I �frANA M�Fl �f CONSTRUCTION. 7. ALL FIXTURES INDICATED WITH mCOLOR AS SELECTED BY THE ARCHITECT' SHALL BE WRE FOR Mn LM OF PROFIT OR ANY sAMMM 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 CITY 5. ELECTRICAL METALLIC TUBING UP TO AND INCLUDING 4' MAY BE INSTALLED AS CITY OF RANCHO C U CAM 0 N GA PERMITTED BY CODES, EXCEPT AS OTHERWISE REFERENCED WITHIN THE CONTRACT QRpFESS/pt,' DOCUMENTS. A. `Xl 6. LIQUID-TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTION TO GENERAL NOTES MOTORS, CONTROL DEVICES MOUNTED ON VIBRATING EQUIPMENT, MECHANICAL, rn VICTORIA ARBORS PASEOS PLUMBING AND KITCHEN EQUIPMENT INDICATED ON DRAWINGS TO HAVE FLEXIBLE /30/0 CONDUIT CONNECTIONS, AND IN ALL AREAS WHERE EXPOSED FLEXIBLE CONNECTIONS *l' ECTR�r, �* FOR LMD ANNEXATION ARE REQUIRED. ALL FINAL CONNECTIONS TO TRANSFORMERS SHALL BE MADE USING LIQUID - TIGHT FLEXIBLE METAL CONDUIT. 9 OF*CAOVICTORIA ARBORS TRACT 16313 7. CONDUITS REFERENCED AS CONDUIT ONLY (C.O.) SHALL BE PROVIDED WITH A NYLON APPROVED BY: DATE: v� PULL STRING AND TAGS INDICATING THE ORIGINATION AND FUNCTION FOR THE CITY ENGINEER s i l/�/� l�l/l/ r RCE: 24953 oE90N CONDUIT. FEDOMMEMXD Withers and Sandgren, Ltd. Z-�s 8. CONDUITS CROSSING BUILDING EXPANSION AND/OR SEISMIC JOINTS SHALL BE oP.*M Landscape Architecture PM E PROVIDED WITH EXPANSION/DEFLECTION FITTINGS AT THE EXPANSION AND/OR SEISMIC 3467 Omar view '°°'ward• sl,n. A L-13 OF 16 Glenda 08 JOINT. FITTINGS SHALL BE MANUFACTURED BY OZ COMPANY. TYPE 'DX' FITTINGS SHALL C Tel- (eta) 236-3006, 36 3006' CFa= (818) 236-3M DRAINM NO. BE USED. sir of REFER TO VICTORIA ARBORS PASEOS LMD i TRACT NO. 16370 PLANS I LIMIT OF WORK j LIMIT OF WORK • TRAIL: TRACT 163139 LOT ' ' - - P4 24 LIMIT OF N,ka W _ , . w 2,4 S�7 t 2,4 2,4 _ 2,4 T W _ _ _ y � 5 7 13 W , 5,7 1.3 - - r - - _ --- - - - i - I 1,3 fiLu — ----- -- - - -- _- Q---- - - --- - r QJ A (TYP) \ - (STA 90+00). P3-1.3,5,7 O (PROVIDE #10 ENTIRE RUN) ILIMIT OF WORK U) J P3: POWER PEDESTAL POINT OF CONNECTION LOCATION: Q HANDHOLE, HH# H31OF-STATION 88+79 ON DAY CREEK BLVD. V T HANDHOLE LOCATION a '� ALDERBROOK DRIVE P5: POWER PEDESTAL POINT OF CONNECTION LOCATION: CAP AT -' STREET LIGHT, STATION 10-38 ON ALDERBROOK DR. (CAP/LIGHT LOCATED AT SILVERADO TRAIL PLACE AND ALDERBROOK DRIVE). P5 LIMIT OF WORK KEY MAP P5-1,3 _ ' 1,3 � � ,�� N WYw. Wild DIS _ sal > IRAN 14373 LOT m O ' �c>j _o i ( O- WRIYE I ' W A.% at ASSOCIATES I ' i I CALIFORNIA CORPORATION J � _ �I -prS 125 E Bdw Sbv*. Suits 150 C O• Ij f» I SKORN o.6o 546-3251 / 'I j j Fac CA 714; 546-3'252 i i ,: = �� = .� Ae t�wrne y .� CONSTANT,�, AN6 AeE, .� y e ` 11100"MM PMW OF ads as. MY Ormll ,IE CLMNT ao ANT AM�t a�Dowlc�im�s r�a MMoq�ulrnl+s am own w got"= oolMEcnaNs ar 6�6E�cno !M�i1QAFIN THIK A= TM CE POM NRl K OOMPENBAlm KANW k A..T°"°"ANp�MpD ooMI ANT Iw.R Ll. RM rMTs° lTlI 0Fn'o��1o"a rll�OM MY 9�r ai NI - < LIMIT O F WORK TA71 of IM RAAM 1114EMAnoNS M=a MOM i *9 PM=WTTEN AWPOMIKIN OF INE MA.TANTINE QANT w*a WWATMT t NO INTAIIIIIJITY AND E11�_ 1 J .- ---- - 0�/11�0/IT NTdI OVAL NMI EC�K t7��Es6 ON�s�. #T 'k 1, r LME ANY YLioM Tr- QTY DESCRIPTION OF REVISION DATE CHURCH STREET Ess/ CITY OF RANCHO CUCAMONGA A. LIGHTING PLAN J1. DIAL BEFORE YOU DIG * /30/06 * VICTORIA ARBORS PASEOS '�227 MW F'tCTR\'' FOR LIVID ANNEXATION �OFCAL\Fc ' VICTORIA ARBORS TRACT 16313 NOTE. IT SAFE. AT LEAST TWO APPROVED BY: DATE a DIAL YBEFORE WORKING DAYS CITY ENGINEER l RCE: 24953 SEE SYMBOL LEGEND, SHEET L-12 YOU DIG! � ����� �+ �,00MMENOEo t0' 2W 40' Withers and Sandgren, Ltd. o'r— SERVING NINE SOUTHERN CALIFORNIA COUNTIES ORNININ Landscape Architecture PAGE 3M7 0"0 Vbw lauhrard, SUN. A L-14 of 16 Owidat., CA 91203 1 = 200 CHE= T«: (ate) sea-3006 Fax: (ala) 236-3066 OIM1NI�q N0. 09/3Q/04 p -L REFER TO VICTORIA ARBORS PASEOS LMD TRACT NO. 16370 PLANS LIMIT OF WORK I LIMIT OF WORK • TRAIL: TRACT 163139 LOT 'B' O --Moat LIMIT OF WORK % � �s> >•� 99n�99� at99.•� -- - ..� --amE a+s L _ to s 11 ► i' • ♦ '4.0 • • • • • ♦ `'i ♦ • • k f 4. A 2s a.f 1.7 1.1 1 A 02 05 OA 4.15 a.lTo 1.5 1.0 0.9 OA 1.1 1.2 1A 2.5 2 x k- 1T Y.7 1A 1A 1.1 f - ► . '' � 1A Y.1 1.1 10.7 91 7.1 2A 20 2.0 1.f 2.2 4.2 10.a 92 9A 2A 2.0 23 2.5 42 9.9 9.4 7.7 aA 1A 1.3 1.1 to 22 4.1 11.1 9.a 7.5 2.�_ 13 -*t1 OA " ZA U 1A 1A 15 a.t aA aA 21 , <,e = .' - .- _ 44 '1r �4? �Lr '1.7 9.1 7A 9A 9Z YA '2.3 '2A '1.0 '7A Y 10.4 '92 '4.8 '2.9 '2.0 '12 '2.7 '5.5 11A 'tOJ '9.2 'YA 1A 'O.f W �� _. ___ ____ __ _. _ _ 7b J fOT*$ tf 1:T t3 4! ! i s tOT 2:5 2.4 'LO t.7 2A 7.3 5.1 7 t.7 to 19 2A IA IA aA IJ 1A fit+ 5A f.f t0A 4* 13 /A 1A 1.7 2.7 5s fA 10a fs as 2s 2.1 to 27 9A 9.1 10.4 41 2s 1A 1A 2a IZ f.5 9.9 7a aA 1A 1.1 0.7 1s Lf aA f.5 9.9 f.4 3.f 2.0 1A 1.1 1A 2A 1.1 DAf0.1 7.1 9.f 2.9 2A 21 --AA- 7? f1 � -�L# �_ � 9.1 2A 1A O.f LL ' - - T - - ~ _1.7, ,1A to 20 a.7 7I 7t /A 2. 1 a� OA 9a At 29 2A 1A hF tto is 2! 1A T� 15 to 1A 21 ui .2 1s 1.a to '''as A _ .._ r _ � y� 2:9 9A - - ' hyt - - x - � U -' 'aA\ �aGl •17 '1s -- "- ----- off 0 O LIMIT OF WORK J Q U ALDERBROOK DRIVE i - I KIN - % ] '2A '1, '1s • /� � A '4.3 ';.1 LIMIT OF WORK 0 102 '1 �32 J � tIA 10.4„ 2Ar'4A ' . �4.3, rt a KEY MAP Y ; i.1 '2.e is TLu , W C�� •tA '1.7 q -11 i V ',.7 Q� '2f '2A U , 1.1: .x.\ TRACT 1 om WT A '7A 5.9 i`aA Q 0 ") '7A % v, '. 'as ' ~ DRIVE & ASSOCIATES nnntu�t91ntt9n4 2.9 ' d � A CALIFORNIA CORPORATION 72 '2f 1.7 F'PNW NL -m7-OS 125 E Bahr Strait, SuIM 150 14 516-3231 7.1 'aA F�aLT rowel C0160 MUG. CA 62626 (3FfS FSiISKORN Foo 714; 546-3252 IM loom o0cumom as ILIC'Mmm� rus Is fi.7_ M M commrATO w cum Me AN �f0A A11 �tU NT�OIR11f DImm TNN<FlOOD L a[I�dt1ED 10� LIMIT OF WORK B M�OerTMNx FlIfOD or 21M owYa. OvecT9 ne aiefT TANT MO 911N OMMM AS PART QF THE O01OLT1a" f i - 1 t a.' 2A 3.3 a.1 I=W lot" . OOItl1EC11011a Or aalLCTa 0[1ECIED ' � � �= - ITIONAL IJIMClt ANOE PI �ac 1.7 AS ADD OOIrflOA1lD 4C:, _ al im 01111T AaaQt/0 TN[fuum vmff/af17m N 10 aO0ia9FY MO NOLD IN MWATMIT NMR=FROM Mf1 UANUTY OR OW M UDff9 WAaMAW ATIORIMI>• Fd M OF 00"m mme FROM ANY psm ON ` `,i MO�kTATI0I1 Or 1N[RIJW NO 94MVIC.A10 4 FI OR WMM Viaft TAM UMMIT MN M MO Mt1l7.f 9 ^i Or Ma1CKWAOLM AND Fnwm FOR Aw MIIftIG9 A11 1'llRrOat N NO EMff 9VU Tr[0ON9ULTMR K UAW FOR MY um W FAOFIT OR ANY OMIAaea CHURCH STREET DESCRIPTION OF REVISION DATE an ESS/ CITY OF RANCHO CUCAMONGA �N A. PHOTOMETRIC PLAN DIAL BEFORE YOU DIG * /30/06 * VICTORIA ARBORS PASEOS 1-soo-22�2soo ,���E � �P FOR LMD ANNEXATION NOTE: CTR\ Fc `' VICTORIA ARBORS TRACT 16313 OFCAL� SEE SYMBOL LEGEND, SHEET L-12 PLAY IT SAFE. AT LEAST TWO APPROVED BY. DATE. h )L/� DIAL BEFORE WORKING DAYS CITY E MEEK RCE 24953 YOU DIG! PRIOR TO CESM IIOOOMMEWIM � EXCAVATING 10' 20' 40 Withers and Sandgren, Ltd. SERVING NINE SOUTHERN CALIFORNIA COUNTIES Landscape Architecture pm3W Oa.91, rim DNAwr,r,a, stff A L-15 of 16 10' p ' �� = 2p TN: (els) us-30M CA (s e) 236-30" ORA1irIN0 110. 09/30/04 slur �2�or PANEL P3 Location: Serv. Ped. Bus Rating Amps Volts:240 120 Mounting: Main CB: t0OA-2P 125 Phase re: 1/3 FREE STANDING LOAD MLFORMATION VOLTAMPS CO RA /POLES VOLTAMPS LOAD INFORMATION LOAD Note T PH-A LEG A LEG B Ckt P CB LEG CB P Ckt PH-A LEG A LEG B TVs Note LOAD POLE LIGHTING 1 L 346 1 2 20 A 20 1 2 L 348 3 - 20 B 20 1 4 POLE LIGHTING 1 L 346 5 2 20 A 20 1 6 L 348 7 - 20 B 20 1 8 9 1 20 A 20 1 1 10 11 1 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 16 19 1 20 B 20 1 20 21 1 20 A 20 1 1 22 23 1 20 B 20 1 24 25 1 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 1 36 37 1 20 A 20 1 38 39 1 20 B 20 1 40 41 1 20 A 20 1 42 0 696 0961 A B 0 0 0 TOTAL G: 696 696 LOAD BREAKDOWN OF VA)OF VA NOTES LOAD TYPES CONTINUOUS LOAD X 1.25 3,293 2,810 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.25 0 0 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 3 R RECEPTACLE LOAD DWELLING TYPE LOADS X 1.00 0 0 4 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 D DWEWNG ESIDENTIAL suml 3,2631616 CALC'D AMPERES P3 PANEL P4 Location: sere, ped, Bus Rating Amps Volts:240 120 Mounting: Main CB: 10OA-2P 125 Phose re: 1/3 FREE STANDING LOAD WFORMATION VOLTAMPS CB RATING VIOLTAMPS LOAD INFORMATION LOAD Note Two PH-A LEG A LEG B pct P Cs LEG CB P pct PH-A LEGA I LEG B Tlve Note I LOAD LIGHT POLES 1 L 464 1 2 20 A 20 2 2 2321 L 1 LIGHT POLES L 464 3 - 20 B 20 2 4 232 L 1 LIGHT POLES LIGHT POLES 1 L 464 5 2 20 A 20 - 6 1 L 464 7 - 20 B 20 1 8 LIGHT POLES 1 L 232 9 2 1 20 A 20 1 10 L 232 11 - 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 16 19 1 20 8 20 1 20 21 1 20 A 20 1 1 22 23 1 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 38 39 1 20 B 20 1 40 41 1 20 A 20 1 42 0 1160 1,160 A B 0 232 232 TOTAL G: 1,302 1,302 LOAD BREAKDOWN DF VA)OF VA NOTES LOAD TYPES CONTINUOUS LOAD X 1.25 3,263 2,610 1 CONTROL BY PHOTOCELL ON OFF LARGEST MOTOR X 1.25 0 0 L LIGHTING LOAD RECEPTACLE LOAD X NEC 0 0 3 R RECEPTACLE LOAD DWELLING TYPE LOADS X 1.00 0 0 M LARGEST MOTOR OTHER LOADS X 1.00 0 0 5 0 DWELLING ESIDENTIAL suml 3,263 1 616 CALC'D AMPERES1 #VALUE3 I I I P4 PANEL P5 Location: Serv. Ped. Bus Rating Amps Volts:240 120 Mounting: Main CB: 10OA-2P 125 Phoma e: 1/3 FREE STANDING LOAD INFORMATION VOLTAMPS CO RATING VOLTAMPS LOAD WORMATION LOAD Note TWO PH-A LEG A LEG B pct P CB LEG CB P pct PH-A LEG A LEG B Type 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 8 20 1 24 25 1 20 A 20 1 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 & ASSOCIATES 35 1 20 B 20 1 36 MCLIllyffeAl. c I • 37 1 20 A 20 1 38 39 1 20 B 20 1 40 FkCALPIFORWA CORPORATION 41 1 20 A 20 1 42 0 174 174 A B 0 0 0 125 E Balw Sliest, SuRe 150 TOTAL G: 174 174 Costa MMO, CA 92626 SKORK714 546-3251 LOAD BREAKDOWN DF VA)OF VA NOTES LOAD TYPES For 14; 546-3252 CONTINUOUS LOAD X 1.23 3,263 2alo CONTROL BY PHOTOCELL ON OFF IIIB!R800NO Downs AN IlArIM eC nits AS 91DIMTiRD LARGEST MOTOR X 1.25 0 0 L LIGHTING LOAD BY WE CONSULTANT TO TIE CLIENT AND ARE 31/1107IED FOR AN AOCEPTANCE PERIOD OF=DAYS. ANY DEFECTS THE CLENT RECEPTACLE LOAD X NEC 0 0 R RECEPTACLE LOAD DIBDovvts DLRMG TMs PE1e00 MRL ME WMTED To TIE OOISULTANT AND WALL BE OOIVECTED AS PART OF TIE ODMXTXCM DWELLING TYPE LOADS X 1.00 0 0 M LARGEST MOTOR BASIC sooPE OF SERVICM ODWCTIONS OF DEFECTS DETECTED OTHER LOADS X 1.00 0 0 0 DWEWNG ESIDENTIAL AND REPORTED AFTER THE ACCEPTANCE PERIOD WLL BE OOMPENSATED FOR As ADaT ONAL SUMCM SUM 263 6 N ADo n K THE CLENT AOEES 10 AE RUM OLIOTT P11101117710)BY LAI, TO MEMeFY AND HOLD THE CONBULTANT NARNLEIS FROM CALM) AMPERES P5 ANY DAMAGE;UABRJTY 0111 COST.NDIMING REASONABLE ATTORNEY FEES AND 00515 OF DEFENSE, MRISINC FROM ANY RELISE OR MODIFICATION OF TIE PLAINS AND SPECIFICATIONS FROM OR 7ROM INE CLIENT IfTIMT TIE MM WT7104 A MMZATION OF THE OONSULTANT. WE OONSIXTANT MAZES NO WARRANTIES,SHIER OIPRESS OR BLMEUED, OF NANTABIUTY AND FITNESS FOR ANY PARTICULAR PURPOSE. N NO EVENT SHALL TIE OONSULTANT BE LLASLE FOR MY LOSS OF PROFIT OR ANY DAMAGES, DESCRIPTION OF REVISION DATE iratY pRoVEO: �pfESS/ CITY OF RANCHO CUCAMONGA A.Q PANEL SCHEDULES VICTORIA ARBORS PASEOS * F� ��l`* P FOR LMD ANNEXATION �9 �CAI.rR�1� � VICTORIA ARBORS TRACT 16313 APPROVED BY: / DATE; CITY ENGINEER e/V �c�(.�1��,� il/fiL� RCE: 24953 oESKiN REOOMME LADED Withers and Sandgren, Ltd. JeS DRAWN Landscape Architecture PAGE 3467 ocean View seubvard, sen. A L-16 of 16 Glenda* CA 91206 pipM T.1: (616) 236-3000 Fox: (816) 236-3066 DRAWING pp. 09,30104 O —L am VILAow i