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HomeMy WebLinkAbout2200 GENERA L NO TES.: 1• ALL WORK SHALL BE DONE /N ACCORDANCE WTH THESE PLANS, THE CITY OF RANCHO CUCAMONGA TAREE T /Afpl? PLANS STREET CONSTRUCTION NOTES: OUANTITY STANDARDS AND THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS C0N577?UC770N - CURRENT " " E9I770N, INCLUDING ITS ANNUAL SUPPLEMENT' OF AMENDMENTS CONTRACTOR SHALL BE FAM/LIAR WITH 825 CONS UCT AC PA ~ENT OVER 4 AGGREGA BASE (SEE GENERAL NOTES 9 AND 10)• 5T,825 F AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPEC/FICA TONS. FOR 2 CONS UCT " AC PAVEMENT O " AGGREGA TE BASE (SEE GENERAL NOTES 9 AND 10). 30,600 SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR PO R POLES, WA 7FR METERS, CONSTRUCT 2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. 3,313 LF tAL S, FIRE HYDRAN7�; ETC. SHO OR NOT SHO ON THESE PLANS WITT�IN THE RIGH T-OF-WAYCTNO17919TARA 0 CONSTRUCT A -8 CURB GU R PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. 1,317 LF LIMIT' OR IN ADJACENT AREAS ERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, T7"i REPLACED, RELOCA TED OR PROTECTED IN PLACE AS REQUIRED A T NO COST TO THE CITY OF RANCHO 5 CONSTRUCT CROSS GU SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 106-A. 00 SF CUCAMONGA. - , - .. ....... .. . m L= . CONS UCT .C.C. SIDEWALK PER CI OF RANCHO CUCAMONGA STD. DWG. NO. 103. 2,074 SF _. ...au ......... .......r.... .... 5 E w.. _ _ .... ._ .. ..mm.r . ..i . .. . .,.. .. ,.,. _... zgG 7 CONS UCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 102. .... W....,,...,... «.. w .......,., ».».,,,,....;..:....... :.......,._.,,.w. ..,.»...:....._.« -7/'-\ . ...�,......» ...w.... ..,,.....,,.... f rt .. 'i. o` ,: .... ee r ,"Y.....vM1 r' y $ tys,......:.s, , .`..., ,.,.,,.. ,.,,........ PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF TH THE S17F .... . _. J. J. ANY CONTRACTOR PERF _. -- ,° - =- CONS UCT TYPE R-1 DR/ WA Y APPROACH PER Cl TY OF RANCHO CUCAMONGA STD. DWG. NO. 101. 52 EA SHEET INDEX AND SHALL E SOL EL Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL/77ES RESULTING DIRECTLY r ...... - -.,. _,s r .. i FROM HIS OPERA TIONS ETHER OR NOT SUCH FAG/LI TIES ARE SHOWN ON THESE �. , , .� f� � . � � .. ._ s , OR /ND/RECTZ Y R SHEET NO. DESCRIPTION ,- � CONSuCT CURBSIDE DRAIN OUTLET PER CITY OF RANGHQ CUCAMONGA STD. DWG. Na. 107-B (MEDIUM CAPACITY). 1 EA PLANS. � . .a � � t ,x� � � s s° � � ` � ._s �, � , ... s �a =e � � � � � 9 1 7772 SHEET r 1 EA ry - • 4 '{ , 10 INSTALL 5800 LUMEN HPSU STREET LIGHT Y C.E. (PAID FOR AND COORD/NA TED BY DEVELOPER). 4. A PERMIT SHALL E OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING _ EA INSTALL 9500 LUMEN HPSU S EET LIGHT Y S.C.E. (PAID FOR AND COORD/NA TED BY DEVELOPER,) N ANY CITY OF RANCHO 2 STREET SECTIQNS AND DETAILS _. _, ,,,. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONS7RUC770N WITH) W .,..ri-. -..; r � :: ..F _ : , ; 12 XIS77NG PO POLE TO BE REQ D BY SCE 5 EA CUCAMONGA EASEMENT OR RIGHT-oF WA r - N. pa:. :e. 6 ` .. ( '� 3 MILLER A NUE t7 1 41 1 INSTALLSTREET TREE PER NOTES AND LEGEND ON SHEET 1 A / 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENG/NEER. PA KNG STAKES SHALL BE SET �° �` � � � � 5 k � � A T ALL HINGE PO/NTS EDGE OF PA VEMENT POINTS WI THIN 0.01 FOOT OF SUB-GRADE ELEVA TION AND 4 EAST A VENUE - ._ ' " 0 a 14 INSTALL STREET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA STD". DWG. NO. 401-A 401--B. 4 EA v... ti AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PA V/NG STAKES MAYBE REQUIRED BY CITY i 42 = R-1 STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 401-B. 2 EA ENGINEER AS NEEDED A T WARPED OR VERTICAL CURVE AREAS. fi � � 15 INSTALL 5 FIRtSTONE DRIVE a �E / �A FI,��a7"c�/�lE ��vE I A 1 fi PA/NT STOP LEGEND AND STOP BAR PER CAL 7�'ANS STD. DWG. NO. A242 A24E. 2 EA 6. 6. ALL R, WA 7ER, ELEC /C, GAS, PHONE O OTHER UTILITY LA TFRALS, MAINS, OR CROSSINGS A" ` . . 17 ADJUST TO GRADE. EA SHALL E CONS UCTFD PR/DR TO PA WNG. 6 MORNING CREST PLACE xW - - 1 g CONSTRUCT SPECIAL CROSS GUTTER AND SPANDREL (STEEP GRADE) PER CITY OF RANCHO CUCAMONGA STD. DWG. _...., ,.. .._.:: ....'�: _ .� .....: �,_. .�. NO. 106-B Gr=6.209' G2=0.509' G3=4.179' K=11.5' L=17.0' 820 SF 7. COMPACTION TESTS OF EMBANKMENT CONSIRUC7701V TRENCH BACKFILL, COMPACTING ORIGINAL GROUND ,� DANTE PLACE x ( g g ) I- AND ALL SUB--GRADES SHALL BE PERFORMED A T NO COST TO THE Cl TY OF RANCHO CUCAMONGA. A `x � � � 3 ? 19 INSTALL 2 GALVANIZED CONDUIT FOR TRAFFIC SIGNAL INTERCONNECT SYSTEM WITH 06 PULL BOXES l N REPORT TH THESE COMPACI7DN TESTS SHALL BE SUBMITTED TO 7T/E CITY ENGINEER FOR � '� ' 8 PALM/RA DR! e` ' EVERY 600 ON CENTER 630 LF APPRO UAL PR/DR TO THE PLACEMENT OF BASE MA TER/ALS AND,�DR SURFACING. w I - f t f if 1Q , 1 p INSTALL STREET T7 'EE PER LANDSCAPE MA/N7FNANCE DISTRICT (EMD) PLANS 44 EA 9 MILLER AVENUE STRIP/NG � ���� �� 8. A T THE COMPLETION OF PA VINO A MA 7FR/ALS REPORT SHALL BE SUBM/TIED TO 45 77YE C/TY ENGINEER ? CONSTRUCT CURBS/DE DRAIN OUTLET PERall OF RANCHO CUCAMDNGA ST9. DWG. NO. 107-A L DW CAPACITY 4 EA ALL 7F 7S' OR DETFRMINA 77ONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADA 77ON I fl . ; 21 (Low "� LIS77NG A 10 EAST AVENUE STRIPING OF ASPHAL T PA VING. - I I ' CONS UCT D1-8 AC ERM PER CITY OF RANCHO CUCAMDNGA S7D• DWG. NO. 104• 35 LF 74 �4 i ,� _ = 1' ' 1 1 1 2s = g 9• PRIOR TO INSTALLA 77ON OF ANY PA VINO A MA 7FRIALS REPORT SHALL BE SUBM/ D TO TREall [ , � 0 VEA+fEN T Q L t 2 N 7" UGT GAY. �'t/G p IN �'/P 6cll7r�ar CGI�E'B .4:E �41L- �V 41,,E .�jz f ENGINEER. LISTING ALL TESTS OR DETERMINA 770NS COMPLETED TO !/ER/F}'.• R-VALUE, SIEVE ANAL YSIS 47 h I . F A 88RE VIA TIONS AND SAND EQUI VALENT OF AGGREGA TE BASE. I 29 17 q R-VALUE AND PA VEMENT 7FSTS TAKEN TO _ t ° r0• PA VING SHALL E PERFORMED IN ACCORDANCE WITH • DETERMINE STRUCTURAL SECTIONS. BS BOTTOM OF STAIRS FINISH I� r i 3 ; t SURFACE ELEVA 7ION _ , 18 19 24 22 23 11• WHEN IMPRQ'I/EMEN7S ARE TO BE PLACED ON NA RVF SOIL IGH CONSISTS OFA ROCKY MA IFR/AL, THE B BOTTOM OF WALL '1 SUB-GRADE SHALL BE PREPARED BY REMO!/!NG ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADES j AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED Nil TTS A FINE GRADE MA 7FR/AL OF A QUAL/TY L 1 BE R THAN THE NA 77VE MA TER/AL. VALLEYDR CF CURB FACE P�IILt4 L �..._ ,., . .. CB CURB _. . 32 _ ,.►Q 12. /F THE ASPHAL T CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS S7FRILANT REGIS 7FRED BY THE x E.P.A. FOR USE UNDER A.C. AND F.C.C, SHALL BE UNIFORML Y APPLIED A T THE MANUFAC7URER'5 FL FLOWLINE RECOMMENDED RA 7F FOR THE FULL PA VEMENT WIDTH PRIOR TO PA WNG. 40 FS FIN/SH SURFACE I , ES77MA TE OF QUAN7777ES /S PROVIDED BY THE ENGINEER ONL Y FOR THE CONVENIENCE OF THE �� I � � GB GRADE BREAK _: k � .. :; r 35 3 .37 � � e� s �; s • _ rt wFl . _ . REMO I/,4 NO TICE ' BID. ANY I TEM OF WORK RE U/REQ BY THESE PLANS WHICH !S NOT 13 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS D DE7FR INA 77ON OF CDNS7RUC770N QUAN77TIES G SPEC/FICALL Y LISTED IN THE ES77MA TE OF OUAN7777ES SHALL BE CONSIDERED AS INCLUDED IN THE GTR GU R .p ' 1 F 1..4 M1. e u BEFORE S µM ._�.�.. ...� TRAG"7ORS �.a HP HIGH POINT b _. A REMOVE EXIS77NG PA VEMENT Cons truc tion contractor agrees that in i) OTHER ITEMS OF WORK. �_ rv. . - CH accordance with generally accepted IN INVERT ELEV. ::....,.v _.. REO EXISTING AG BERM, LOW FLOW WALL, CAT of Civil n ince rf 14. S EET SIGNS PER Cl TY' OF RANCHO CUCAMDNGA STANDARD NUMBER 401 SHALL BE GDNSTT�'UC7F2 A T 4 con s truc tion practices, con s tru c tion EACH IN7FSEC770N. o _ _ _ ____ _ _ _ _ _ _ _ _ BASIN, 12 STORM DRAIN L/NE AND DOWNSTTt'EAM contractor w!!l be required to assume sole 'lnncJ Survcyorf LP LOW PO/NT BUBBLER. .. . . .... _. . _ . 1 and complete responsibility for job site conditions during the 2 ...... .e.w 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE 7N DEVELOPER FROM RESPONSIBILITY FOR THE �® = CORREC77ON OF ERROR AND OM/SS/ON DISCOVERED DURING CONS7RUC770N. UPON REQUEST THE TC TOP OF CURB _... -...k- t REMOVE EXIS77NG RESIDEIV77AL DR/VE APPROACH course of construction of the project, inc/siding safety of o// 3 � r a;" AND CONCRETE APRON. persons and property, that this requirement shall be made to REQUIRED PLAN REVIS/ONS SHALL BE PRDMPTL Y SUBMITTED TO THE CITY ENG/NEER FOR APPROVAL. TG TOP OF GRA TE ELEV. apply continuously and not be limited to normal working 4 . �- ,_ r ` hours and construction contractor further agrees to defend pp yy 16. WORK S/TE AND EXTERIOR STREET' SHALL BE IN A NEA 7; CLEAN, HAZARD FREE ORDERL Y STA T�; TF TOP OF FOO T/NG ELEVA TION �r I I i I �.., I ) k G ��� g THROUGHOUT GONSIRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. � TOP OF RETAIN/NG POR770N OF indemnify and hold design professional harmless from any WALL ELEVA 770N and al/ liability, Tea/ or alleged, in connection with the 17. CONTACT ALL U77LITY COMPANIES AS REQUIRED~ 4 HOURS PRIOR TO EXCA VA 770N. PROVIDED FOR YOUR performance of work on this project, excepting liability CONVENIENCE ARE THE FOLL OWING: TS TOP OF STAIRS FIN/SH SURFACE SCALE.- 1 100' arising from the sole negligence of design pro fession al. 18. THE LAND SURVEYORS ACT, SEC77ON 8771 OF THE BUSINESS c.�i' PROFESSIONAL CODE, AND ELEVA 77ON SEC77ONS 732.5, 1492-5, 1810-5 OF 7TlE SJTi'EETS AND H/GHWA Y CODE REQU/RE 7T�A T SURVEY 7W TOP OF WALL ELEVA 770N All contractor and subcontractors performing work shown on MONUMENTS SHALL BE PRO7F'CTED AND PERPE77JA TED. or related to these pions shall conduct their operations so "/T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER 0R OTHERS PERFORM/NG 1�IE that employees are provided a safe place to work and the lD2 DEVELOPER OR CTH ENGINEER AND OR LICENSED SIS OFSEA RING BENCHMARK* public is protected. All contractors and subcontractors shall CONS UCT70N WORK TO RETAIN A QUALIF / comply with the "Occup a tion al Safety and Health LAND SURVEYOR PRIOR TO THE START OF CON57RUC77ON TO LOCA 7E REFERENCE AND FILE THE TELEPHONE.- ELECTTICAL: CITY DF RANCHO CUCAMaNGA B 10032 Regulations" of the U.S. Department of Labor and with the NECESSARY CORNER RECORDS WITH THE COUNTY SURVEYORS OFFICE FOR SURVEY CONTROL VER/ZON SOUTHERN CALIFORNIA EDISON CO. BEAR/NGS ARE BASED UPON THE CEN7FRLINE OF MILLER A VENUE AS State of California Department of Industrial Relations POIN7S/MO/VUMEN7S THA T EX/ST AS SHO ON RECORDED TRACT MAPS, PARCEL MAPS, P.O. BOX 725 7951 REN CAL AVENUE BE/NG N89'56'04" PER, 7RACT MAP 15711, RECORDED IN MB DESCR/P770N.- SET 2" BRASS DISK /N CONC. WING WALL construction Safety Orders" The C/v/l Engineer shall not be RECORDS OF SURVEYS AND HIGH WA MAPS AND MAYBE D/S7Z/RBED OR DAMAGED BY THE 288/80-84, SAN ERNADINO COUNT'' RECORDS. STAMPED "CITY OF RANCHO CUCAMONGA BM 10032 1987" responsible in any way for the contractor or subcontractors PROPOSED CQNS7RUCT/ON. " CH/N0, CA 91708 FONTANA, CA 92336 (909) 949-8108 OFF/CE (909) 986-5861 OFFICE A T THE N.E• CORNER OF FO0TN/LL BL VD. AND EAST A VE., 5 compliance with said regulations and orders. FT. S. OF NOR THERL Y END OF WING WALL OF BRIDGE AFTER THE COMPLE77ON OF THE PROPOSED CONSTRUCTION SAID MONUMENTS AND/OR CON7ROL OMA " ` '°� ACROSS E77WANDA CREEK PR/I/.4 TE ENGINEER"S NQT/CES TO CON TRA CTORS SURVEY POINTS SHALL BE RESET TO 7TlE NEW SURFACE /N ACCORDANCE W/TH CURRENT GAS.- WA TER SEWER• ��'� °�� °�� , . ka PROFESS/ANAL LAND SURVEYOR FOR ALL THE NEW MONUMENTS SET. SOUTHERN CALIFORNIA GAS COMPANY CUCAMONGA VALLEY WA TER E R DlS /CT c ELEVA 770N: 1195.431 The existence and approximate location of an underground 1050 OVERLAND COURT 10440 ASHFORD STREET r� Pp Y 9 P.O. BOX 97 P.O. BOX 638 EXR t °Cn utilities or structures shown on these plans are obtained by a SAN D/MAS, CA 91773 RANCHO CUCAMONGA., CA 91730 - to search of available records. To the best of our know/edge, (909) 592-1799 OFFICE (909) 987-2591 OFFICE t ,� /�! "�E P8'. T there are no ex/sting utilities or structures except as shown U �; on these plans. The engineer assumes no liability as to the mUm LEGENDQUAIL �'T. y�P� Q, exact locat/on of sold !/nes nor for utilities or irrigat/on lines EXISTING SURrVAEr%-# MONUMENIn"A TION CER TIFICA • whose locat/ons are not shown. The contractor shall be NOTE- EXIS17NG STREET LIGHT ARTHOLOW b • . • . I HEREBY CERTIFY THA T ! IDEN77FIED ALL SURVEY MONUMENTS OF RECORD(S) THA T COULD BE THE EXIS77NG O RHEAD U77LI77ES 7ELECOM UNICA TIONS AND EL EC !CAL EXCEPT FOR W cry responsible for not�fyrng all utility and irrigation companies DISTURBED Y THIS PROJECT. ALL SAID MONUMENTS ICH CURREN7Z Y EXIST IN THE FIELD ARE ( ' 4 c1 g prior to work on excavation to determine exact location of o// THE 66 kV ELEC !CAL) ON THE PROJECT SIDE OF MILLER A VENUE SHALL BE ���� XI 77 G MANHOLE �� � �' lines affecting this work whether or not shown heron, and SHOWNON THESE PLANS AND ARE DESCRIBED AS FOLLOWS UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE X ND/N TO THE FIRST POLE ® for an damage or ro tec tion of these lines. OFF-SITE (EAST AND T) PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, X/STING FIRE HYDRANT CANDLE SET W D c y q Q G TYSBURG ST. y `o ® SPIKE WASHER, STAMPED L 4430, SET FLUSH, PER R.S. 86/31 LOCA TED lN1FR ECTION OF WHICHEVER OCCURS FIRST. ALL SERVICES CROSSINGMILLER A VENUE SHALL SPR/NG MT/V. Cl?. �S The contractor shall call in a location request to CEN7E'RLINES OF MILLER AND EAST A VENUES. UNDERGRQUNDED AT THE SAME TIME. - 8 W)----- XI 77N U77LI TY LINE � Underground ServiceAlert (U.S.A.) Phone 1-800-422-4133 2 SPIKE WASHER, STAMPED L 3186, SET FLUSH PER R.S, 98110-11 LOCATED INTERSECTION FIR STONE two (2) working days prior to digging. No construction EXISTING U77L/ POLE W DR E permit issued by Public Works Department shall be valid CONSTRUCTION NOTES FOR OF MILLER AVENUE STERE Y �' OF TRACT 17919. Q /n valving underground facilities unless the applicant has an D/RECTION OF DRAINAGE �, L RE VALLEY ®. inquiry identification number issued by U.S.A. SPIKE WASHER, STAMPED RCE 29224 PER ACT A 15711 • • 28 P 0- 3 LOCA TED yU�'Cy MILLER A VE. 4 INTER EC77ON OF MILLER A NUE EASTERLY OF ACT 15711-1. 1. ALL 7REET 7R ES ARE TO BE PLANTED IN ACCORDANCE TH Cl STANDARD PLANS. EXlS77NG CONTOUR ® SPIKE WASHER, STAMPED RCE 29224 PER ACT AP 15711 P B. 2 PG 0-83 LOCA 7Z�D 2. PR/OR TO 77YE COMMENCEMENT OF ANY PLANI7NG, AN AGRONOMIC SOILS REPORT SHALL E � INTE SEC770N OF DOLC TTO PLACE AND MILLER A VENUE. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUSAL TOXIC177ES OR NU /ENT DEFICIENCIES 990 DESIGN CONTOUR q �'' DESCRIPTIONATE A Y REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED Y 7H C/TY /NPCT2R. g Q ® SPIKE WASHER, STAMPED RCE 29204 PER ACT P 1 105U.B. 281 -61 LOCATED -,ft- INTERSECTION OF EAST A VENUE NORTHERLY OF ACT 17919. J. ALL EET 7REES ARE SUBJECT TO IN PEC77ON AND ACCEPTANCE Y E ENG/NEER/NG DI VIS/ON. PROPOSED CUR41 wI A UO'F `R'k A N A C""Ho 0" (D'UCAMUNUA MARfSSA 4. S7R ET EES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL Y PROPOSED 6" CUR GU o DA TED: _ CHER VIL ST. GA CIA DR. CROWTHERSTREET IMPROVEMENT PIANS N ® PROPOSED ET LIGHT w MAR/SSA GRD ER, POLOS. 6152 EXPO 3/'31/2010 6152 � V rMLE SHEETNo. V/C//V/l I MA 11) IML ET RfT L L UL I V V NOT TO SCALE PRIOR TO OBTAINING CO PERMIT FOR THE PROJECT, A COPY OF THE CORN ` 2006 THOMAS GU/DE PG. 573 GRID J7 ® � RECORD FILED BY A QUAL/F/ED R.C.E. OR L.S. Wl THE COUNTY SUR YOR OF EACH DNU SHOWING )TIE REFERENCES TO BE USED TO RESET TNA T MONUMENT AFTER CO PLE77ON OF THE STREET NAE TREE TREE COMMON NAME /N. GROW /Z SPACING UAN77TY PROJECT SHALL E PROVIDED TO 7JYE C/TY. (BOTANICAL NAME) /';ACETE APO rDA o MORNING CREST PLACE CHI TA TASHKEN7EN IS CHI TA 3' 15 GAL. 5' .C. /4� 4R®F�S�I®�q I I rR.C.E. N PR/OR OR OBTAIN/NG A GERTIF/CA 7E OF COMPLETIaN FOR THE PROJECT A COPY OF THE CORNER �a tZ DEM 1#11 RECOMMENDED RECORD FILED Y A QUAL/FIED R.C.E. OR L.S. WITH THECOUNTY SURVEYOR FOR THE RESETTING , , 4- p R. Q F2 OF THE EX/S77NG MONUMENTS AND THE RELA TED PERMANENT WITTVES MONUMENTS AFlFR FIRESTONE DR/ PISTAC/A CHINENS/S CHINESE PISTACHE 15 GAL. 0 C C. I� ,�� ��- �'0 PLANNING ENGINEERING SURVEYING � ,gypZ112 CO PLE77ON OF THE PROJECT SHALL E PROVIDED TO THE C/T}`. Q`� Q� � 10������r,r�►ir����,�v�►,u�.������ DAN PLACE /STAN/OPS/S LAURINA NC 3' 15 GAL. 0' 0.C. // w 4 No.41829 `� m Ontario,Ga,91761 DRAWN ac � 909-S315-09215 J® 1 ca Exp. 3`31 f 10 * 909-635-0365 Fax OF PALMIRA DRIVE PIS TACIA CH/NENSIS CHINESE PIS TACHE 5' 15 GAL. 30 0•C• 7 �rCIV I\- �� IN - r t E � ®F CDON BROOKS, R.CE 41829 EXP. .3/3DRB 1/2010 q PROJECT SHEET OF STREET CONSTRUCTION NOTES, 1 CONSTRUCT 4" AC PA VE ENT OVER .4" AGGREGATE BASE (SEE GENERAL NO 9 AND 10). 2 CONSTRUCT 5" AC FA VEMEN T OVER 6" A GGREGA 7F BASE (SEE GENERAL NO 7FS 9 AND 10). 3 CONSTRUCT A2-6 CURB & GU PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 104. CONSTRUCT A2-8 CURB & GUTTSR PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 104. CONSTRUCT CROSS GU & SPANDREL PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 106-A. 6 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 103. CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 102. CONSTRUCT TYPE R-1 DRI WA Y APPROACH PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 101. CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 107-8 (MEDIUM CAPACITY). INSTALL 5800 LUMEN HPSU STREET LIGHT BY S.UE, (PAID FOR AND CO ORDINA TED B Y DE VEL OPST), 11 INSTALL 9500 L UMEN hPSU STREET LIGHT B Y S.C.E. (PAID FOR AND COCROINA TED 8 Y DEVEL OPER). @ EX/STING POWER POLE TO BE REMOVED (BY SCE) INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. INSTALL STREET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401-A & 401-8. @ INSTALL R-1 STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401-8, 1`6 PAINT STOP LEGEND AND STOP BAR PER CAL TRANS STD. DWG. NO. A24D & A24E. ADJUST TO GRADE. CONSTRUCT SPECIAL CROSS GUT7FR AND SPANDREL (STEEP GRADE) PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 106-8 (Gy=6-207a, Gs=0.5098 Gy=4-17X1, K=11.5"0 L=1709 19 INSTALL 2" GAL VAN/ZED CONDUIT FOR TRAFFIC SIGNAL INTERCONNECT SYSTEM WITH 7f6 PULL 80)(ES EVERY 600' ON CENTER INSTALL S77?= TREE PER LANDSCAPE MAINTENANCE DISTRICT (LUD) PLANS R'L Y E'LyW"L YE'L YAW AWRIW RAW 21 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 107-A (LOW CAPACITY) CITY OF RANCHO CUCAMONGA -CITY OF FONTANA C/TY Of RANCHO CUCAMONGA- -CITY OF FONTANA_ @ CONSTRUCT DI-8 AC BERM PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. PROPOSED PROPOSED I DECORA T1 VE LANDSCAPEZ A NOSCA PE 0 INDICA TES NOT USED ON THIS SHEET. EA SEMEN T 44' L44 EXISTING RIGHT OF WA Y EA SEMEN T 44 44' EXISTING RIGHT OF WA Y 5'_6" STUCCO 5' 101 BLOCK WALL W1 1- 14' WIDE J0.1 f XIS TING RIGHT OF WA Y 14' WIDE 30, EXISTING RIGHT OF WA Y STONE PILA TERS FACE- OF DEDICA TION FACE OF DEDICATION -REWOVAL NOTES (BEYOND) PILASTER TO THE Cl TY PILASTER TO THE Cl T Y PER Sf-TARA TE Of- RANCHO DECORA T1 VE OF RANCHO REMO VE EXISTING PA VEMEN T PERMIT FACE OF CUCAMONGA 5'-6" STUCCO Cf FACE Of CUCAMONGA STUCCO �j BLOCK WALL W1 STUCCO I­'I PAD GRADE WALL PROPOSED 32' WALL PROPOSED 32 Q) STONE PILA TERS 12' PRK Y 12' PRK Y PER SEPA RA TE I Pf-/?U/T LVL SHELF LEVEL r__)' *LOTS 41, 42, SHELF 00 5.5' 6.5' 2' 1 7�& 4�& 5.5 6.5' 2' 4�& 4't - - 49 & 50: 4.0 PAD GRADE I'U//V BENCH V < X/ 70 6 6 *LOT 43 Lr) j 2 ,J2 'X? 2 00 *LOT 44 1.1170 *LOT 47 XI pp X/1 I --ft- N 2. *LOT 48 -v ,77-77 T- X 4 'X N 6 • 0 A4 5 MIN. •DAr CLEAR "V .eLEVEL LINE 6 �--LEVfL LINE 4 NO TES: 4' HIGH STONE CLAD 'V 4 A 8" CURS FACE PLANTER WALL PER A 2" GUTTER HIKE SEPA RA TE PERMIT 418" AC LIP21 PL-I?f-01?A TED P VC PIPE -SECTION LPO'I%-D �tybIVDERDRAIN PEI? SOILS SEC TION E_E EAST A VENUE REPORT WITH CURB OUTLETS PER STREET IMPROVEMENTS FA S T A VENUE NOT TO SCALE PLANS NOT TO SCALE T.I.=8.0 R=26 TA=8.0 R=26 N'LY S'Ly Rlw RAW PROPOSED LANDSCAPE EA SEMEN T 44 DECORA TIVE VARIES 5'6" STUCCO 11' WIDE Jj' EX/STING RIGHT OF WA Y BLOCK WALL PER DfDC1A TION SEPA RA TE FACE OF TO THE Cl T Y PERMI T PILASTER p OF RANCHO RAW 1-11 CUCAMONGA Rlw 60 FACE OF PROPOSED J2' JJ" EXIS TING RIGHT OF WA Y STUCCO 12' PRK Y 12' J6 12 WALL ..... Q IA '51 4.5' 7 5' 75" L E VEL 4 7 15�& EXISTING 18, 18, 4.5 PAD GRADE ( SHELF EDGE OF K" PA VEMEN T M` x 6" > L 4.0' 4.0 0.50 0.50 0 A 6 2nO - x/ 0.427 210o"' Q_ 'fw IN 11 K� .10. 2.J 1.707o 0 6 OA a"� C> A\ N 'Y;�' ? 3;" NO TES: 4 LEVEL L E VEL LINE 3 VEL L INE 6 CURB FACE A NO TES: TYPICAL SECTION: 2 GUTTER HIKE SECTION F-F 8" CURS FACE -'18" AC LIP 2" GUTTER HIKE DA N Tf PL A CEP PA L MIRA DRI VE MILLER AVENUE 3/8 AC LIP FIRESTONE DRIVE & MORNING CREST PLACE DESCRIPTION OF CHANGE DATE Cffy NOT TO SCALE NOT TO SCALE 60% 0,0% IL I AO� 1APPROVED T.I.=8.0 R=26 T.I.=5.0 R=26 STREET IMPROVEMENT PLANS -NO TE' STR AE S /0 JET AECT D D ALL EAST AVENUE AND MILLER AVENUE JVS A IV AETANS 016 DECORA T1 VE BOUNDA R Y WA L L S, SEE A Xa DETAILS ON LANDSCAPE MAINTENANCE DISTRICT NO. 9 PLANS. TRA c; MA JAWO& NOo 1797Y APPROVED BY r% TE -7-5-og 0.1 DA ssjj- U CITY ENGINEER R.C.E.# 2 R. DMM U % G) PLANNING ENGINEERING SURVEYING JD Lf) rn 1035 South Milliken Avenue,Suite E No.41829 M Ontario, Ca.91761 �d 909-63B-032S DMWN Exp. 3/31/10 A 909-B35-03B5 Fax Af J® ctv I\- z OF I - --- CHECKED DRAMNO NO. cDON BROOKS, R.C.E. 41829 EXP. J1,3112010 DRB 1 .2 2 0D PROJECT SHEET OF 2-9 ------------------------- - ------ -------------- -- -------------- ......... ----------------- --- --------................................. .............. ..................------------ ............OF, T,CE � I - . -- ­ ­ _11111_1_-.1-_- ­,1-1-1-----------I ............ .......GI 0. 9-'G LAJ ..........032 L EFT.......... .......... ....... .......7' Ar T N F-*....................... ....... ....................................... ........I - - , *.......................... ------ .............. --------- ................ ............... ......-------------............. ----------- I ..................... ..................... ------------U ........................ ................ ...............0.4 VL m .......0 0........... ...... z 16.......... ..................I1z,N --------------------------- ---------- . ......... ................ ........ -------- -IN.............. ,N...........-1 11 _­ �Z_ ..........N......------- .................. IN ----------...............----------- ------- ----------------------------- .................. .............---------- ...................... ................ ...... .......... ............. ................. ................................. ...... ----------- .......------..................... ---------.......................... ........... p .... ..................... PROFILE L HORZ 1 =40' ................................I..................................... VERT 1 1`40 ---------- ..........19 20 21 22 23 24 25 26 27 28 EA s r A VENUE sEE sNEE r 4 I44....... 4411, ,� L NE M&F 2 11? 3 BEARING LENG7H IV89:56`04`E` 629.42 2 N8956"o4"E 696.j7 34 35 36 37� 39 40 6 r Q F -4 7 STX 26'+38.89-4 58 TC, 40.91FL 2 0 Typ.6 if I 5 i4 20 c:) CUR 11101 Ing VE TA B1.F op A RADIUS LENGTH IT5.00' 54.95 2 DWG. NO. 1693 SHT 12 OF 15 12 EXISRNG IMPROVEMENTS PER 2 19 4 12 - 4 2 25 N �3 m 2 22..... ....... IC? C7 -Q2)5 45 If IN T STREET CONSTRUCTION NOTES: ISTA. 27+26.57 MILLER A 1 CONSTRUCT 4" AC PA VEMENT OVER 40' AGGREGA 7F BASE (SEE GENERAL N07FS 9 AND 10). 25+71.95 EA 5 T A VENUE 2 CONS 7RUC T 5" A C PA VEMEN T 0 VER 6" A GGREGA 7F BA SE (SEE GENERA L NO 7FS 9 A ND 10). 3 CONSTRUCT A2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. AM CONSTRUCT A2-8 CURB & 6UT7FR PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. AW 0 mv CONSI-WUCT CROSS 6UT7FR & SPANDREL PER CITY OF RANCHO CUCAMONGA S729. DWG. NO. 106-A. 1w ER A CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 103. 4 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 102.CONS7RUCT TYPE R-I DRIVEW4 Y APPROACH PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 101. REMO VA L NO TES CONS7RUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 107-8 (MEDIUM CAPACITY). DESCRIPTION OF CHANGE DATE crnryy INS TA L L 5800 L&MEN HPSU 5 7REFT L IGH T 8 Y S.C.E. (PA ID FOR A N0 COORDINA 7FD 8 Y DE VEZ OPER). REMO VE EXIS 77NG PA VEMEN T I I APPROM(@ REMO VE EXIS 77NG RESIDEN 77A L DRI VE APROA CH 00%,m m 004, A IL A k4PM%IL INSTALL 9500 LbMEN HPSY S7REFT LIGHT BY S.C.E. (PAID FOR AND COORDINA 7FD BY DEVELOPER). 00"F "ANO'Ho' mGA(3 AND CONCRETE APRON.@ E-XIS-17NG POWER POLE TO BE REMOVED (BY SCE)INSTALL STREET TREE PER N07ES AND LEGEND ON SHEET 1. -SPECIA L NO TE GRAPHIC SCALE STREFT IMPROVEMENT PLANS INSTALL STREET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 401-A & 401-8. 40 0 20 40 so 160 INSTALL R-1 STOP SIGN AND SIGN POSTER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 401-8. THE EXIS 77NG 0 VERHEA D U 77L/77ES (7FL ECOMMUNICA 77ONS A ND EZ EC TRICA L, EXCEP T FOR M/1.L A FR AVENUE THE 66 kV EZEC7PICAL) ON THEROJECT SIDE OF MILLER A VENUE SHALL BE PAINT STOP LEGEND AND STOP BAR PER CAL TRANS S7D. DWG. NO. A24D & A24E. UNDERGROUNDED ALONG THE EN77RE PROJECT FRONTAGE EX71N01NG TO THE FIRST POLE ADJUST TO GRADE. OFF-S17F (EAST AND WEST) PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY TRACT MAP NO 17%919 WHICHEVER OCCURS FIRST. ALL SER 14CES CROSSING MILLER AVENUE SHALL BE 1 inch = 40 ft.CONSMUCT SPECIAL CROSS GU77FR AND SPANDREL (S7FEP GRADE) PER CITY OF RANCHO CUCAMONGA S7D DWG UNDERGROUNDED AT THE SAME 77YE.NO, 106-8 (GY=6.209 G2=0.509 Gj=4.17ra. K=11.5' L=170) AWNED& __-Ip Ilf DATE 7-97 -oe�;S I �I ��� 7 -INSTALL 2" GAL VANIZED CONDUIT FOR TRAFFIC SIGNAL IN7FRCONNECT SYS7FU WITH f6 PULL BOXES CITY ENGINEER R.C.E.#EVERY 600' ON CEN7ER R. DMM RECOMMENDO PLANNING ENGNEERING SURVEYING JD INSTALL STREET TREFRER LANDSCAPE MAINI-ENANCE DISITRICT (LUD) PLANS pa 1035 South Milliken Avenue,Sulte E No.41829 m r-Intarlo,Ca.91 761 00% NAWN CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 107-A (LOW CAPACITY) Exp. 3/31/1 0 909-62B-02ss 4 909-B35-0365 Fax JD OF U CONS7RUCT DI-8 AC BERM PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. kp civil- CHECM WAVANG NO.�o,INDICA 7FS NOT USED ON THIS SHEET. OFF' DON BROOKS, R.C.E. 41829 EXP. JIJ112010 DRB .......... ....... .................................... ........................ .............. ............. ............. 11vin UK /U R IOR.......... ......... ......... ......-- ---------I.......... ........... ....... .... ................... ........... .................. ........... ......I.......... LK ............ ........N %�z 7 -C 0 AM ------------ 7 Ch 7747A NG �5 C11 RZ?77N ow ------- 000---OF-I - - '­ No OF- 11 �000,EF r ...........L SON 000000 0000-00p_...... T-01 O��---------- L R000.�ED 4?F 7 J21 i-5f T' N.................7-7-7— N)-4 �C)LIN J_ ------------- ....... J------.......... PROFILE V ......(V/ HORZ 1 of 40' ALI ............... 49 L 26 27 28 29 %TO I 32 34 Afl1w Im j ER A VENUE sEE smEE r Is L INE rA B1.F IB... ......... BEARING LENG7H "W 000,59 27' NOO 632. 49 48 45 44 43 42 L4 50 47 46 41 2 Noo"00'59"W 699.21' cr%................. EXIS17NG 42" STORY DRAIN�ENN TO BE REMOVED -4 ::Z B 7 CURME rABLE 2 4 A RADIUS 5 89`9 7n T"D 20 TYR_T __TT Tyj y 5 tx) L 1-! I11 -SA WCU A ND JOIN 21 PA VEMEN T 2 c4 IB 4 A 2 4 RANCHO CUCAMONGA CITY L B 1 '- i � 25-- 5 5P J-23- -34-------- 4 — DWG. NO. 1766 SHT 9 OF 9 EXIS77NG eA-, I I� I ( WTI?)­­­-__---1.-34- IMPR 0 VEMEN TS PER Yo 77i�)9NTANA CITY LIMITS 17 SA WCU T EXIS 17NG PA VEMEN T 2 17 17 9 AND JOIN EXISTNG T- --------..........L t,I........... ........ ............. INT.......... S TA. 25*71.95 EA S T A VENUE=27+26.57 MILLER A VENUE REMO VA L NO TES: REMO IIE EXIS I-ING PA VEMEN T 16F AA� EA T ........... REMO VE EXIS 77NG A C BERM L 0 W FL 0 W WA L Lt CA TCH BA SIN, 12" STORM DRAIN LINE AND DOWNSTREAM BUBBLER. STREET CONSTRUCTION NOTES: STREFT CONSTRUCTION NOTES: DESCRIPTION OF CHANGE DATE My APPROV01 1 CONSTRUCT 4" AC PAVEMENT OVER 4 AGGREGA 7F BASE (SEE GENERAL N07FS 9 AND 10). INSTALL R-I STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA SZ9. DWG. NO. 401-8. Aff- ­-T-SCALE.- 1 -40'@ 0=F& A IL I Aoft%h,M 0 Oft� Om*, &W%, A 2 CONS 7RUC T 5" A C PA VfMEN T 0 VER 6" A GGREGA 7F BA SE (SEE GENERA L NO 7FS 9 A AD I 0). U6 PA IN T S TOP L EGEND A ND S TOP BA R PER CA L TRA NS S M. D WG. NO. A 24D & A 24E.3 CONS7RUCT A2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 104. ADIUST TO GRADE. GRAPHIC SCALE Alft Fa 40 0 20 40 80 160 CONS7RUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. CONSTRUCT SPECIAL CROSS GUT7FR AND SPANDREL (57FEP GRADE) PER CITY OF RANCHO CUCAMONGA ST9. DWG ------- Y)REAE IMPROVEMENT PLANS NO. 106-8 (Gt=6.209 G2=0.50,rb� G3=4.17,t K=11.5' L=17.09 CONSTRUCT CROSS GUTT5R & SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 106-A. 0 INSTALL 2" GAL VANIZED CONDUIT FOR TRAFFIC SIGNAL IN7FRCONNECT SYSTEM WTH 0 PULL BOXES am A 0ft CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA SI-D. DWG. NO. 103 EVERY 600' ON CENTER LAYT A VENUE CONS17RUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA S79. DWG NO. 102. 1 inch = 40 ft. INSTALL S7REET 7REF PER LANDSCAPE MAINTENANCE DIS7RICT (LYD) PLANS Ask 0 A0'111 CON57RUCT TYPE R-1 DRIVEW4 Y APPROACH PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 101. CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S729. DWG. NO. 107—A (LOW CAPACITY) TRA MA NO* 1 79 1 y CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 107-8 (MEDIUM CAPACITY). CONSTRUCT DI-8 AC BERM PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. DATE INSTALL 5800 L UMEN HPSU STREFT LIGHT 8 Y S.C.E. (PAID FOR AND COORDINA TED 8 Y DEVEL OPER). -f Ess INS TA L L 9500 L UMEN HPSU S TREE T L IGH T 8 Y S.C.E. (PA ID FOR A ND COORDINA TED B Y DE VEL OPER). 0 INDICA 7ES NOT USED ON THIS SHEET. CITY ENGINEER R. 2 DIUM REMM EXIS77NG POWER POLE TO BE REMOVED (BY SCE) PLANNING ENGINEERING SURVEYING JD 1035 South Milliken Avenue,Suite E INSTALL S7REFT 7REF PER N07FS AND LEGEND ON SHEET 1. rn UJI No.41829 rn r-1nt2rlo,0a.91761 NAWN INSTALL S7REET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA Sm. DWG. NO. 401—A & 401—B. Exp. 3/31/1 0 909-63B-02ss 909-B35-0365 Fa JD U OF kp 10d CHECM WAMNG NO.OF, C DON BROOKS, C.E. 41829 EXP. J1,3112010 DRB OF Z!i I ­I __­ 1-1-1-111 . I I __________________ __ -________ - ---__________- -_______ ______ - ---____--______- - ______------- `� - -,- � _� __'_,4, -� 11 ____ __ I � I, _T7__T_7T- 1 1 i ,,, I 11 - - F, I I � , I'll - __ ---------- 1111111�l�illilill -_ ___T__7i t - �7millillilillilill - , T ________ 7 _____---__________-------- T 1: -77 I' 1, 11 I 1-7-7,77 1'" i 111 � F7,T ,] I �i __ I � � � � � � ! t � 1 1 ! 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(O (n (O !_��_ N (n (n (n (O �� U8 (0 (0 " 11 11", � � I! � � �i � � �i i � � , �� 3 CONSTRUCT A2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 104. @ @ @ @ 2 � @ @) i 11 , � � �� � I I ii � � �� � � � $ 1 1� I 11 � � 1 I N %) * 0 CONSTRUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. Q, 1�' @ CONS7RUCT CROSS GU77FR & SPANDREL PER CITY OF RANCHO CUCAMONGA S7D. DWG NO 106-A. � * @ CONS TRUC T P.C.C. SIVEWA L K PER Cl TY OF RA NCHO CUCA MONGA 5 TD. D WG. NO. I 03. 1* � Q) CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 102. i� . @ CONS TRUC T TYPE R-I DRI VEWA Y A PPROA CH PER Ct TY OF RA NCHO CUCA MONG4 S 7D. D WG. NO. I 0 1. (n. Zl� ,400 Cag,c ,0&41,V.G 3.-.3-la- epv I 1111I��IIIIIIII�111111�1 @ CONS7RUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 107-8 (MEDIUM CAPACITY). � _m NNIIIIIIIII 111����l�'li��l!lill��1!11�l����illilli�!mulI mmmmm_ DESCRIPTION OF CHANGE APPROVED - I (@ INS TA L L 5800 L bMEN HPSU S TREE T L IGH T 8 Y S.C.E. (PA ID FOR A AD COORDINA TED 8 Y DE VEL OPER). MORNING CRES T PL A a" CE m_ I SCALE: 1`40' a � kI.; k I.;U k,.; ME(0 3%N G A � INS TA LL 9500 L bMEN HPSU S 7REFT LIGH T 8 Y S.C.E. (RA ID FOR A ND COORDINA 7FD B Y DE VEL OPER). AwNm((%v%m;%,ONO U*#w% ,#"'" "O%M (9 EXIS 17NG PO WER POL E TO BE REMO VED (B Y SCE) GRAPHIC SCALE "mNsErY %**.",J%F 'hp% A 1�1: @ I REMO VA L NO TE: 40 0 20 40 80 160 Q) � @ INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. I - I I I I I STREFT IMPROVEMENT PLANS ' =____ --- _. I (9 INSTALL STREET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 401-A & 401-8. 0 REMO VE EXIS 7 7N G FA VEMEN T � % 1!!l ___ _ 71 @ INSTALL R-I STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 401-B. #1 MORMING CREST PLACE @ PAINT STOP LEGEND AND STOP BAR PER CAL TRANS STD. DWG. NO. A24D & A24E. I ,9�kOFESS/ I inch = 40 ft. TRACT MAP NO,s 17919 � @ AD,IUST TO GRADE. Al 0MA%q -qe A � kv, Q) @ CONSTRUCT SPECIAL CROSS GUTTER AND SPANDREL (STEEP GRADE) PER CITY OF RANCHO CUCAMONGA S7D DWG It ________ ;,�_% w m "Il'l a _-V - Z,zr r f DATE Z_�*2!�ffl _ ;� NO. 106-8 (Gy=6.20,% G2=0.5071:�, G.T=4.17,V1, K=11.5' L=17.09 ix :* C 62183 �0 I 111111111111111 ii 57( 1 CD 11 ss � im U CITY ENGINEER ,',_�,�101 0 - R.C.E.# -I�,-Z/ ,e::;r (_0 @ INSTALL 2" GAL VANIZED CONDUIT FOR I-RAFFIC SIGNAL INTERCONNECT SYSTEM WTH f6 PULL BOXES �r EXR 9-3 * I I? � F, �_ )VC7 rr- ' ,4,=1 4AACEE 3-�-t'q 2 DESIGN 40'0� RECOMM ;� , - -/ - Z�' rAr i) R. Na % EVERY 600' ON CEN7FR �': Te,55 V 1,40=, - M11V CL, Civ � C dWILL/o/No a1R.6 CIOR15_5 ) IV , 6 � &/� (p PLANNING ENGINEERING SURVEYING JD e9 1�7_ � I (@ INSTALL STREET TREE PER LANDSCAPE UAIN7FNANCE DISTRICT (LiVD) PLANS O;F:C I #_4 a 1 035 South Milliken Avenue.Suite E f/ �n 0 a rn 1^ V ,�L@ CON61MUCr ,-I" ��H. 40 P11C VRA11V PI/:;6' WITH 61-hW CO3e,F_ U3 No.41829 m Ontario,Ca.91 761 .00, / DRAWN � S? CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 107-A (LOW CAPACITY) 0� ;V 909_13215_03�1__�s (:� @ CONSTTUCT CURBSIVE DRAIN OU7ZET P IPEP- ,V,F-IAI�_ 0A1 51-155-r !�;A. * Exp. 3/31/1 0 * 909-B35-03615 Fax JD 6 _ 10 � OF _N CONS7PUCT DI-8 AC BERM PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. kj�x C-tv Iv 1�_ 'Of - 17 "**, (@ w 59 Z7 CHECI(ED MWING NO. R " I , - I - -0, , 6%01 - % I - __ I . � � - . � � - , - " , , , 6) -T i - "' , , ­ , __ Immm"OOOOOOOOOOOOOOOOO������� � I I ­ I - I I--,,- � . , - - IT . 7i 'I" �5yl�j �1 1 4- I t 7 � . I I I 11 _0� I , 5 1 t� I. 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X �11 I . � � �� 1 CONS TRUC T 4" A C PA VEMEN T 0 VER 4"' A GGREGA TE BA SE (SEE G61 VERA L NO 7ES 9 A ND I 0). i� 6z �' --I _4M I I- . 1 2 CONS TRUC T 5" A C PA VEMEN T 0 VER 6" A GGREGA TE BA SE (SEE GENERA L NO 7ES 9 A ND I 0). ­' ,��aj�� 'U......... 4NMEM MIENNENNEW 3 CONSTRUCT A2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 104. ss=wE sliEE r 5 w � , (D CONSTRUCT A2-8 CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104. 1 v FIRI r s roNE,ORI VE @ CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 106-A. � (D CONSI-RUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 102. Am NTE PL A" CE @ CONSTRUCTR.C,C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 103. - -_ @ CONSTRUCT TYPE R-1 DRIVEW4 Y ARPROACHRER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 101. ,�L ,4,0,9 CUga OIZAIN:0, -------_ 3-.)�-e P7,W @ CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 107-8 (MEDIUM CAPACITY). REMO VA L NO TE: , _N 0101mmonow- DESCRIPTION OF CHANGE I DATE 1APPROVE01 @ INS TA L L 5800 L UVEN HPSU S TREE T L 16H T B Y S.C.E. (PA ID FOR A ND COORDINA 7FD B Y DE VEZ OPER). 0 RSUO VE EXIS 17NG PA VEMEN T X_ 40' Awm%'j-T-w to-%F-- wft A fflk 0,00%3 me% f-%l 1#0-% IL ,M,o%ff,, 0 IV- (9 INS TA L L 9500 L UMEN HPSU S TREE T L 16H T B Y S.C.E. (PA ID FOR A N0 COORDINA 7FD B Y DE VEZ OPER). � k; I I kalmmmm HAM.21%.; %,.meUk..fAMVNUAo%A " @ E-XIS-17NG POWER POLE TO BE REMOVED (BY SCE) GRAPHIC SCALE ll� @ INSTALL STREET TREE PER N07ES AND LEGEND ON SHEET 1. 40 0 20 40 80 160 1 1 1 1 1 ------- I cz) (9 INSTALL ST?= NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 401-A & 401-B. 161%0 0 - I STREFT IMPROVEMENT PLANS. ' INI @ INSTALL R-1 STOP SIGN AND SIGN POSTRER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 401-B. \_1 @ PAINT STOP LEGEND AND STOP BAR PER CAL TRANS S7D. DWG. NO. A24D & A24E. I inch = 40 ft. DANTE PACA CAF (12) @ ADJUST TO GRADE ,90FESs/ TRACT MAP NO. 1791%9 � If, \AOMA,q CONSTRUCT SPECIAL CROSS GUTTER AND SPANDREL (STEEP GRADE) PER CITY OF RANCHO CUCAMONGA ST9. DWG 14,Z- :!;� & ZL � @ 0 �f__ I C) klo- NO, 106-8 (Gr=6-20X G2=0.509 G-Y=4.177,1�, K=11.5' L=170) I" 0 _.�g - 0 DATE ,Lf_-415 ` I M ������!!!!�������� - ,0 V* ,* ;� cc :� C 62183 ;u I'llss ( @ INSTALL 2" GAL VANIZED CONDUIT FOR 7RAFFIC SIGNAL IN7FRCONNECT SYS75M WITH 0 PULL 801YES Co "? 111!...1111111 U CITY ENGINEER 0,11f - _n lof // 11 * EXP 9-30 1 �_ EVERY 600" ON CENI-ER /4 ; T�e,FFI ,5 4.�; M11-1. 46Z,E14X4A1CZ_::' I— -_---- or IV,07',6 74-9 144 V - .2 k4o i) R. V_ I I - 2 DESIGN 4'00000'r RECOMMENDED �� INSTALL S7PEET 7REE PER LANDSCAPE MAIN7FNANCE D1S7R/CT (LUD) PLANS 0AICI-611.21AI& 64IR5 CQ1qE!5) 4�1�, CIVI ., / l__X &.1p, PLANNING ENGINEERING SURVEYiNG JD C:�;v % 1 -7 4WCALV"' (57 ,-/% z 1 0,35 6 outh NA illike n Avenu e.Suite E _______- - t5 0 VII)i � a (n r_q I lz z:4, q 40 IwV6 ,a"11V pl i7i Mntarlo,Ca.!;;l 761 ^ . CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA 57D. DWG. NO. 107-A (LOW CAPACITY) ,,L@ C0N61r9UG7_ 5'1 ,pe - ' = LLI No.41829 M .4% DRAWN @ A11771 al,4�43 W)q7l- cy-1 909-6315-02121-9 � /�5� ,Ver,41L 0Al -5 Exp. 3/31/1 0 A (:) 2HE,E r V A, * 11, * 909-B35-0365 Fax J D 7 1 0 _WUC T D I-8 A C BERY PER Cl TY OF RA NCHO CUCA MONGA S 79. D WG. 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I " il / '' � U) � 8 10 1", � I 11 (0, @ �� � �7 (p) � � ft 1 CONS TRUC T 4" A C PA VEMEN T 0 VER 4" A GGREGA 7F BA SE (SEE GENERA L NO TES 9 A ND 10). 4� 1 k� '[ i f ,I � (0 Iz!l, , I h ", I � �1, I 1+ 1 2 CONS TRUC T 5" A C PA VEMEN T 0 VER 6" A GGREGA 7 F BA SE (SEE GENERA L NO 7 Z�5 9 A NO 10). / � �1�, "I � � ""',� � . 10 Q 11 3 CONSTRUCT A2-6 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 104. m %-. AV 9 " Q 0 CONSTRUCT A2-8 CURB & GUT7FR PER CITY OF RANCHO CUCAMONGA ST9. DWG. NO. 104. PASA.wMIRA DRIVE lllllj CON57RUCT CROSS GUT7FR & SPANDREL PER CITY OF RANCHO CUCAMONGA S7D DWG NO 106-A. ;� @ � V) @ CONS TRUC T P.C,C. SIDEWA L K PER Cl TY OF RA NCHO CUCA MONGA S 7D. D MG. NO. I 03. - Q) CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 102. 1 ,400 CU95 ,9RAIM.:� @ CONSTRUCT TYPE R-1 DRIVEWA Y APPROACH PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 101. I ZL llll/v P37,4� @ CONSTRUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 107-B (MEDIUM CAPACITY). DESCRIPTION OF CHANGE DATE d�y @ INS TA L L 5800 L UMEN HP5U 5 TREE T L 16H T 8 Y S.C.E. (PA ID FOR A ND COCROINA TED 8 Y DE VEZ OPER). , REMO VA L NO TES . � (D INS TA L L 9500 L UMEN HPSU S TREE T L IGH T 8 Y S.C,E. (PA ID FOR A ND COORDINA TED B Y DE VEL OPER). REMO VE EXIS 7 7NG PA VEMEN T , I I CITY OF RANCHO CUCAMONGA N_ o � GRAPHIC SCALE ilz @ EXIS77NG POWER POLE TO BE REMOVED (BY SCE) %_� @ INSTALL STREET 7REE PER NOTES AND LEGEND ON SHEET 1. . 40 0 20 40 80 160 I co ESS/ I imi I I L I NIMES STREFT IMPROVEMENT PI.AYVS ' ,?Iko _____� R INSTALL STREET NAME SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 401-A & 401-B. , AS �I,( 1wi 1111 ii i ii�� \S (9 11\ `Lp , ZL � ,4 @ INSTALL R-I STOP SIGN AND SIGN POST PER CITY OF RANCHO CUCAMONGA S7D. DWG. NO. 401-8. -ICO PA L.MIRA DRI VE \Iq2 0 Q: Uj ('13 m PAINT STOP LEGEND AND STOP BAR PER CAL 7RANS S7D, DWG. NO. A24D & A24E. cc :* C 6218 -;0 I inch = 40 ft. 0 co � @ AD,10ST TO GRADE". I * EXP 9-3 1 1 7.k.(0 TRACT MAP NO. 17919 � @ CON57RUCT SPECIAL CROSS GUT7FR AND SPANDREL (STEEP GRADE) PER CITY OF RANCHO CUCAMONGA S7D. DWG cm Q) OF AL* ll, s NO. 106-B (Gr=6.20,% G2=0.507q, Gj=4.17Z�, K=11.5' L=17.0) AL* !�!��l - 14se DATE 7`0-4:70 ;pd $ , ::!,�!`�!ii! 1�1 _': ����fo :o''',`i C � ss, i'l . R.C.E -?,OF . ?Iolll ,, U CITY ENGINEER .,51!:'i ­ .# ggv�Z13 �N @ INSTALL 2*9 GAL VANIZED CONDUIT FOR 7RAFFIC SIGNAL IN7FRCONNECT SYS7FU WITH 16 PULL BOXES /I 9" . , :7 - EVERY 600' ON CENTER ,��' /W//V. CLF,4R4,Alllllll Z DESM OF (N N07-F- �� .' 77�ZEE- 70 HAV,5 RE= rlz,) ) R. ,�, ^ z % INSTALL S7REET 7REE PER LANDSCAPE MAIN7FNANCE DIS7RICT (LUD) PLANS (11VCLLJ01N6 C411F,8 COREI95p ) w PLANNING ENGINEERING SURVEYING JD - _____________ � .� (@ �) " () %'%' 1 035 South Milliken Avenue,Suite E - .Z/ � , 0 a U) rn V � CON57RUCT CURBSIDE DRAIN OU7ZET PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 107-A (LOW CAPACITY) ,caA1.,5rgU67' _W` 1544�, 40 ll OR41AI 101P,5 M177-1 64IRe (::�01<F25 LLI No.41829 m Ont2rlo,Ca.91761 /1-1 DRAWN @ ZU9 I cl� Exp. 3/31/1 ;0 909-BGS-021215 � Peg 47674- 1(- 0A/ 1511-leET OA, * * 909-B35-0365 Fax �_ JD 45 OF I 0 1:1 (@ CONS7RUCT DI-8 AC BERM PER CITY OF RANCHO CUCAMONGA S7D, DWG. NO. 104. X p iiil, 01V Iv I ! -.e 0 �_ - K 11111 5 Z7. CHECKED DM%MNG NO. ;� ` - I I . . � � , " ___ I � -I � � I I I � � �, � I .1 I I I I- � I i I I -1 I I -I I J I I I � I I I I- � I I � I I � � � - 1 , I 'I - � I J i - -1 �, � t � I i � � I I I � I T�_,_ I 'I I .- I � � 1, I I I N! I I - I t I- 1 �4� 1 i I � , 'I" I rVIN. � I I ._Y "" 11 I I �i I I __1- CUA P[ - I %llll I , � I i I jai I f I � = -71, I �� �,' ' 'COO ...�* l 1, , __ __j-p ---1- .1 � I � - I __ ,-.-,---, � I I � , I I I ( 14tl� � 1; 06 _ I I , � _ I— I cl�_ I F, I I I 'I I � � t I-,--,- __1 I _��_ �rl , �', I tto I .,- I I I I ) - - ----- #.poll 11 Krffag!!!:!� % INVICA 7FS NOT USED ON THIS SHEET. 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