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Home My WebLink About1555 BENCH MARK : GENERAL NOTES : CALTRANS GENERAL NOTES : CONSTRUCTION NOTES & QUANTITY ESTI MATES : BENCH MARK NO. 96-8 AT THE SHEET 11113m: NWC OF HAVEN AVENUE AND 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH T PLANS. THE CITY 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN 19th ST. . 44 FT. W. HAVEN OF RANCHO CUCAMONGA STANDARDS. AND THE STANDARD SPECIFICATIONS IN OR NEAR THE STATE RIGHT OF WAY. 1 COAST. 9" A.C. PAVEMENT OVER COMPACTED SUBGRADE (UPPER 12" OFSHT �• DESCRIPTIOA D 83 FT. N. � C19th ST. . SET FOR PUBLIC WORKS CONSTRUCTION- CURRENT EDITION. CONTRACTOR O SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. (SEE DRIVE PIN EN C.S. TAG IN TOP SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 2. ALL WORK WITHIN THE STATE R I GHT WAY SHALL CONFORM TO THE - ----_ _-_ --__ - __ ____ ___ _ AT THE E. END OF A HEAD WALL TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED CALTRANS GENERAL NOTE # 5) . ----- 62rT80 �•� 1 TITLE SHEET FOR 3-24" CMP- ELEV. 1430.686 BY THE STATE' S REPRESENTATIVE [STANDARDS OTHER THAN THE STATE - ✓67 780 ar 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER MUST BE PRE-APPROVED AND JUSTIFIED. 2O CONST. 0.1' KIN. A.C. OVERLAYr---- -- --- - -- --------- --- + 2-3 DETAIL SHEET TEMPORAW POLES. WATER METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT ER 1l�RCH SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. O CONST. 8" P.C.C. CURB W/24" GUTTPER CALTRANS STD. A 87, 1 IRON PIPE AT THE CENTERLINE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE TYPE A2-8 AND DETAIL ON SHT. 2. - -- - ---- - --- --- --- --- -- /,109 L.f 4-6 STREET PIANS INTERSECTION OF FOOTHILL BLVD. REMOVED. RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR AND ROCHESTER AVENUE NORTH COST TO THE CITY OF RANCHO CUCAMONGA. EROSION CONTROL (HYDROSEED I NG OR EQUIVALENT. OR AS DIRECTED BY O CONST. 6* P.C.C. CURB ONLY PER CALTRANS STD. A 87l TYPE Al-6 7 STRIPING PLAIT SECTION 6 , T. 1 S. , R.6 W. , STATE' S REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING AND DETAIL ON SHT. 2. -- -- ---- - ---- --- --- - - ---- ------- 2, 100 L•F S.B.B.i M. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL 8-11 STORM DRAIN PLANS ELEVATION - 1207.36 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE OS CONST. WHEELCHAIR RAMP PER CALTRANS STD. NSP 1-88, CASE "E" 12-17 STREET CROSS-SECTIONS FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF. OR CAUSED AND DETAIL ON SHT. 2. -- -------- --- ---- ---- -- - ------ -- ¢60✓rf ON THESE PLANS. BY. THE CONSTRUCTION PROJECT. .99 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY O CONSTRUCT WHEELCHAIR RAMP PER CITY STD_ NO X102 & DETAIL ON--- --- ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE SHEET 2. --- ---- ------ --- 230 S.f WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 .0 SHALL BE USED IN THE O7 CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. N0. 101-C 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. DESIGN OF THE TRAVELED WAY. AND A TI OF 7.0 SHALL BE USED FOR AND DETAIL ON SHT. 2 (W PER PLAN) . ------ - ------ ---- ------- 2,080 5.19 EXISTM SURVEY NIONIINE�-rrATMW PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CALCULATIONS SHALL BE SUBMITTED TO THE STATE' S REPRESENTATIVE CONST. MEDIAN FLARE PER DETAIL ON SET. 2.------ ------ -- -- --- 2 EA. I HEREBY (ERT1F'Y 'THAT I HAVE IDEN'fTF'IED ALL SURVEY THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. OMOI`fUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 9 INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LENSES AND 4 6. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY E3UST IN 6. ALL SEWER . WATER. ELECTRIC. GAS. PHONE. OR OTHER UTILITY LATERALS, OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE FOOT MAST ARM UNLESS OTHERWISE NOTED. (TO BE PAID FOR BY THE THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONNECTION. DEVELOPER AND INSTALLED BY S.C.E. ) . - ------ ----- ---- - ---- -- /l EA. FOLLOWS: 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE 10 CONST. 4" THICK P.C.C. CURVILINEAR SIDEWALK PER CITY STD. DWG. )VONE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED NO. 103 A 114 . SEE LANDSCAPE ARCH. PLANS FOR SPECIFIC AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH BY THE CONTRACTOR' S OPERATION SHALL BE CLEAN AND OPERATIONAL CONSTRUCTION DETAILS AND QUANTITIES fPVCM/AVIA!& TV D"le"7Ae Afiuv !e THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. AMP7r10 A,r"9©� FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN SURFACING. ANY CONSTRUCTION WITHIN THE STATE' S RIGHT OF WAY FOR FUTURE 11 CONST. DRAINAGE INLET TYPE OL (W AND H PER PLAN) PER CALTRANS DATED: MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE STD. D72 AND GUTTER DEPRESSION FOR TYPES OS AND OL INLET ON rli MADOLE RC.E.111 14814 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED FURNISHED AT NO COST TO THE STATE. GRADE PER CALTRANS STD. D78 AND DETAIL ON SHT. TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 8. WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS SHALL BE PROTECTED 12 CONST. RIGHT TURN LANE PER OETAIL ON Syr No. 2. 2,23D SAF. PAVING. OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PRO- FESSIONS CODE. SECTIONS 8700 TO 8805 (LAND SURVEYOR' S ACT) . 9. PRIOR TO THE INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA- 9. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUM FROM THE EDGE OF 13 SAWCUT AND REMOVE EXIST. A.C. PAVEMENT (SAWCUT 1' FROM EDGE OF TIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO EXISTING OR PROPOSED CURB OR GUTTER) . ---- ------- - -- --- - --- 279520 5.f• EQUIVALENT OF AGGREGATE BASE. THE STATE HIGHWAY CENTERLINE. - 14 REMOVE EXIST. A.C. BERM.-- ----------- - -------- - ----- 200 L.F. 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 10.ALL SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL BE IN TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL. 15 SAWCUT AND REMOVE EXIST. CURB AND GUTTER.----- - --- - ------- 230 L•f OF THE STRUCTURAL SECTIONS. PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION. AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 16 ADJUST WATER VALVE TO GRADE PER C.C.W.D. STD. NOS. 4 AND 4A l5 64. OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING AND DETAIL ON SHT. 2.- - - - - --- ---- ---- -- --- -- - ----ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 11 .THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE F?ELD , DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A BY THE STATE' S REPRESENTATIVE. 1© ADJUST SEWER MANHOLE TO GRADE PER C.C.W.D. STD. NO. 18 AND QUALITY BETTER THAN THE NATIVE MATERIAL. DETAIL ON SHT. 2. --- -- ------- ---------- �' EA, 12.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CONTRACTOR. 18 PROTECT TELEPHONE MANHOLE IN PLACE (VERIFY LOCATION ! TIME OF SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED CONST. ) .--- - - ---- ---- - ------- -------------- --- -- -- / EA• RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON 19 C01416r Bl/S PAy PER CITY 57b.OW6. AMODETA/L O/V5977 2.---------- --- ----- /9,870 5•P. 13.EST?MATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE' S CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN REPRESENTATIVE. 20 CON5r, 00".81NATION 496W six DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A LVTA/G oWSNT. 2. BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 14.ALL SIGNS. ROADSIDE MARKERS. ELECTROL?ERS. ETC. . SHALL BE PROTECTED SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD 21 COLO A44NE_FX19r,4.C,,PAVEMEIV7' Tib 1,11W/T5 51t0W.N O/v /f/E)%tN 26,I60 b.P• CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. (0,/0'M/NIM4/4f 060rY , 4'M/N/MUM W10TH) 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A is. THE /&rjjr.47-/0A/ coAjDu1T wo)r4< w/T11IA.1 STATE r-laHr Op- wAY $HAL-L C0AJMC14 D1n jN6rj1LL J,AakEW pr6Wr-D 5,Te1 CONOUIT✓�('(?J-4" f(/)-6"�PER 441_7RAN9 67D 9-8. ------- /15 L•f AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. TD T/4E pMc vjsio�vs /N SrcTIom 20- 6- /,e_-K)C5A7'l0A! SYSTeMs, oP C L/I1gGc!/A 67AA I:;.' D fes'pE=G/FfCATIONS 4r=V %JUl-Y /992. 23 /tELOCATE alsr STREETL/6NT,eyON6,RS.IRF,Pl.,ACE MASTAlz" AS secwN 41V THEPUIN. ------- / EA 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED Z¢ /'L.4NT 5TA'GET X �l ANo �� .yam DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN REVISIONS PHASE I MIASE II TOTAL SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. COMMUCTION NOTES FOR STREIET TREES: STORM DRAIN CONSTRUCTION NOTES: 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD ® 40 INSTALL 24" R.C.P. D-LOAD PER PLAN. - --- --- ----- ----- ------- 39 L.r. FREE. ORDERLY SPATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 1. ALLSTREE SHALL BE PLANTED AND STAKED ACCORDING TO CITY ST RDSAND 41 INSTALL 30" R.C.P. D-LOAD PER PLAN. ---- ---------- ---- - --- ---- -- /a L.f /8 L.r` 17.NATIVE SOIL 15 TO BE SCAR?F I ED OR RIPPED BETWEEN MEDIAN CURBS PRIOR SPECIFICATION , PROXIMITY TO HARDSCAPE DICTATES. NO STRE E SHALL BE TO FILL PLACEMENT. PLANTED WHERE TER OF THE TRUNK IS CLOSER THAN THRE ET(3)TO THE FACE 42 OF CURB,UNLESS OTHER NOTED. 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS 43 INSTALL 42" R.C.P. D-LOAD PER PLAN. - --- ------------- ----- --- ---- 3L G•r 52 1-.19. PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. 2. PRIOR TO THE COM WENCEMENTOFA NTTNG,A RONOMIC SUITABILITYIFERTILITY SOILS REPORT SHALL BE FURNISHED TO CI SPECTOR. ANY UNUSUAL TOXICITIES 44 INSTALL 60" R.C.P. D-LOAD PER PLAN.-- - --- - ----- ----- ---- ------ /AD L•f 7G2 L•F aG Z L.R 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT OR NUTRIENT DEFICIENCIES MAY REQUIRE LL SOIL AMENDMENTS,AS DETERMINED - - - - - ----_ _- SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN BY THE CITY INSPECTOR 4 5 INSTALL 840 R.C.P. D-LOAD PER PLAN. - THE ROADWAY HAVE BEEN INSTALLED. ALL ON-S?TE IMPROVEMENTS 47 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319.----- -- 2 MA 7 54 INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE 3. ALL STREET TREES ARE SUB TO INSPECTION AND ACCEP CE BY THE ENGINEERING ------- PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE DIVISION. SATISFACTION OF THE CITY ENGINEER. 4 8 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER STD. PLAN NO. 331.----- - --- / eH. / FA . 4. STREET TREE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL . CONSTRUCT BRICK i MORTAR PLUG AT END OF PIPE:- - - - -- - - -- - ---- 5 L4. / $q. G lS4. 5. AM 7X-Me fH.4v.L d� i'-�vTF.v I�itE,� C�TEA• a.,= K /10 CZO�Ce r164N 7NAWe /: e7' r 3> 7a THS dcF41nPE 50 CONGTRuCT JUNCTION S7'RUCrvRs Ala- 4 PER STD. PIAN NO. 333 , 5 4A. 5 Cit - Of Gl/�D, UNG��j pjt�E,�iYi'3� /bdT.L�O. ® 51 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN NO. 336.---- 1 r-A / A!A ' TAM ozz it c.x,&(ar .fib. ewuw_)#�m my INET eV7y -47v AtAW ADDM a7rCAL'.D-1'L*,5rA. 7/ .3141 AQANDON STREET TREE QUANTITIES 52 iW P//. COMST C W. 404ZAe dv� O�►P. A4%07V3 /SGP, Q LA7rRA(- .o,,e5a 7,9f 49.a7 BYMU00L F e A06aC (AlOTE: PRI1•47E, 7rl',e',r,4R7Y OMW NOT 7V .AE lW/,VM1,NFO Qt' G7y.) SYMBOL STREET OTANICAL/COMMON NA QTY. SPACING SIZE REV/5/oN TO LATERAL NA "f�� @ STAT/ON 77fs6.25. ®911 KEW,-10,V A7A0E 6Y TAUXAW �, AS60G/ATES. NAME /w/A/ gToi4w1 CWCIV 4445�AG ,p• ANO • iW77,11 C ^&r, ZAW06A ��15114'1^74C z0'4'!:7.G. /5 qly*ol. A AWOlA/. 0 1 ^f.44POe4e .4AV .4_-9ekZ7,47r:CPV AW SGC. �jvoE/V,44e-4V14A17 44yf'/T, 00Ge7e T .Or © Co�v�T. NvT (5f/T5 /,45 Off LM ttiQ ADDED LAT. IA" POW# FhY iLl A:, 1+:Y►'A; CN � SWT 9/1? RFASION F5Y MA.:Y LE t Ai6C)C-, 3 S-9G No. DESCRIPTION OF REVISION DATE PITY • � APPROVED CTORI PRIVATE ENG I NEER' S NOTICE TO CONTRACTORS ~CTORI `�S W000,00, CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES is SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; Q TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT _ STREET I M P R 0 V E M E N T PLANS THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUEWOOTHw FOOTHILL B PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE - - DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT /`� FROM MA)TEN AVENUE TO ROCHESTER AVENUE SHOWN ON THESE DRAWINGS. TITLE I T L E S H E E T aRvw noerrE ti allow rr M THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- i 4 P . M . N O . 14022 1 rBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �t J OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CURVILIAEAB. SZDEWAL= SHALL BE CWSTRCTED>DIf COIPFOMOLMCE WITH rm. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; APPROVED BY: DATE"' r DWG. NO. 114. APPROVAL OF ffi FINAL LLTOIIT OF CURVILINEAR AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER Underground Service Alert CITY ENGINEER L(`- RCE. NO. 24 53 SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC BORES IN CONNECTION WITH THE PERFORMANCE OF WORK, ON THIS PROJECT. EXCEPTING � INSPECTOR AND -PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE �� o Ccll :TOIL FREE � 's � ;Ess! ( DESIGN MODULE a ASSocIATES. 1Nc. RECOMMENDED PUBLIC MORIC,S INSPECTOR SHALL HE NOTIFIED A MINIMUM OF 48 ))OURS ENG?NEER. 4� 4!, r^�� 6N OF 1T 1E INLAND EMPIRE 0�" FIELD INSPECTI0II IN TSE EVENT MAJOR CHANGES VERIFY r - ~ •��' �'� tjONet:MTINO CIVIL ENOI►E1]t8 1 800 � �N0. t4ul� �+ � DRAWN "'� `-"� a SHEET PRIOR TO ANTICIPATEDF CONTRACTOR SHALL VER_. Y ALL CONDITIONS T I ONS AND DIMENSIONS MENS I ONS AND SHALL REPORT / nn _ 16001 AURA+ STREET SUITE IW ARE PROPOSED To THE COIIGfCEPT1I�lL SIDEWALK LazOaT PLAN• TWO SETS of ALL DISCREPANCIES TO THE ENG?NEER PRIOR TO THE COMMENCEMENT OF WORK. +�( 4 L L - 4133 �' �3i 7 619,8 SID �,y48--1311 91� OF /7 RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. LOCATION NA .Fj C�y�L �* CHECKED ?••-,} /481 DRAWING No TNO WORKING DAYS EFFORE YOU IM No SG1ALE ' f R.C.E.N0�_ - �r C At 0 E /"-q/" Q5 FILE NO 16-7b-4 +Yr iiLt 5;FL . T r1;0'HILIL 6L VD.PF1 14UPc - P,5190,�2/IPF : 1U/c 605 13-Dec-IJ4 11 : 1b AM i l�t> t44- DWG. DATE• CITY SHT . NO . / -OF • Foce Angle (See Anchor N Detail A on Std Plan D7�1 G -L - - — T-1 r-0- --� See Note 6 and curb support II r i -777' T1 -]' A'-•�T,- - --varies---- r•i ' details on Sta Plan 0740 J 6 Id Provide ons,x'/2"bross �. f is theo, scree In •och °4•Ig.t" •4a2" I I corner of P cover Ir /. •4a2"t- iv I To a[r4 r'_ �+ r r- Edger finish 0. •1 Wet Yin sIDDe 10% .- 6" - - i Outlet L 1V4••x 0/i'•xV4 'I�i•• • I NOtM Opening lengths are .' 1 ♦ I/2 - - to be 1,q', 2r 7 v to cieor.Ptoce •• �� Z•0, SECTION A-A I% x ] "Iters two per side 2'" R=t/2" `« °• SECTION 8-8 ' SECTION C-C �C • • • IQ" ^2°'Or Mar 2•, C • -T C � �'/."Chs;&ored E cover and from Optional Jt • yC� �� See Section C-C 4•Is t w `utter FL • ► 4 . • ° I • • ,send horizontal bars Into box , I 1 -T ala✓ - 0 I Round off • • • • • • • e s•-, CLr�DOp i ------------------� l L --- • • ♦ '` • z •' �/. i Scoring Ines I ° ..:_ Yon H Normal Cit. \R'f+' An�cleiOr s- t I T A or a -J o I ype s / �• A •4aY't 0 No Mal C.N. __� ------ I -------- ------- curb b..�f w?' C_"a L-6 SECTION H-H M PCL �L-.fi !J'SC K OW AI A� !4/rTA/ C-7 0"16 Ok W DE 4..R � - � 4 a � CL,tt.r Gutter r �a GLr1 i '1�66RE6ATE BASE �/OW Gw PI.�IN. Outlet D �Protectlon bar.See Note 7 SECTION D-D +� 95°� 4EL.41'(/E CCYNPt''/CY✓ AU ONMGN'*10A A0 /ACL` Fi��'s"1 01- GIS C41AW RIIC� Curb 0-0por e s(Seeupport details slope �reok Lin.- H CALTRANS STD A-87 PER GrfGIft7�A1E�NO,0/6 CALTRANS STD A-87 PLAN on Std Pion 074C1 PLAN 3 8 "CURB W/ 24 •e GUTTER �4�•e CURS ONLY 8 L TYPE OL TYPE OS AND OL INLETS ON GRADE CALTRANS STD. D72 CALTRANS STD. D78 TYF'E OL DRA=NAGE INLET Sx �1 GUTTER DEPRESS ION DETA= L 60' /4�n tLENGTH BASED ON TRAFFIC ANALYStSI Ctlrrrx uue A FLOW LIN B-7 p e 4= 1$�5$'Q�J" S" SIDEWALK .. .�_ a MU AND TRAFFIC FACILITIESINIMUM DISTANCE SUBJECT TO DRAINAGE cuRe HEIGHT L x D K=32 .5d B E 7- 1 4 1 1 5' L = 30 5.S' 6- 10 1 5- 14 5- T-= 25.42 RIGHT TURN LANE ONLY W 60' 70' 90' LW ¢u NOTE. PLANE JOINTS RAMPS ARE TO K HEAVY BROOM FINISH. TRANSVERSE TO AXIS Or E%P Y/' FLOW LINE \ RAMP. JOINT./ `/\ ��SII JJ• y SACK OF CROSSWALK � I �`! A• •► � in ® •'x.'•� •. ». I ~o S s 7�. SIDEWALK i°''.�w ,' a--0+ •► aPlant Y ! A sus BAY �. Or410 b 0. ' s.s o' ,o' A x !:J 124% YOK � of curetr MINIMUM DISTANCE SUBJECT TO DRAINAGE U AND TRAFFIC FACILITIES I i �I W 60' 275' MIN. EXP Jahr s"' I .• 2.0% ,•, of CURB AND CASE E LLL CUTTER •' ' :.�, �. .► LL FLOW LINE GUTTER LINE Ri e•e°a•°o°•°:Oe°°OO-°°° ° ', a..>. .:. °n`e--° - -- - -- - -- - -------- - --- ---- -- L° i t MIN. I ON. 4<°.a°o°•.°Os�•°�� t�°: � O is r 8• CURB ONLY o SPECIAL 114, �� rot R 8' P.C.0 CONCRETE -" DESIGN PER CITY STD. WITH WIREMESH �'•z71 SIDEWALK DWG NO. 104 ON 6• CLASS II A.B. • '� - SECTION 8-8 A BUS BAY - RIGHT TURN LANE .• % ria or ice" ■ ! W t/r v 0 '' 6.S' 0'-t0' a 0 TYPICAL RAN► ftCT10M sa tilRoore seise. (JM Oreev9f M1 mow W of two ~ 1+ of g Weated In confor ► ' W Of CUrO rs*1eF1 - - - , .t T APPFONWW T"" ' -_4 3% Max 212 Max, T7 I ;:... % � w 1/i• Leri SECTION A-A URN LANE i °•%•:°doe:•%o; °,% ••°•°•.' .LL,: CALTRANS STD. NSP A-88 �2 ' �� °°B-¢°�°°• c L • + p r U. • j•0q i 1� RAeRIe ' !� r,,.% a� I r;.% a 8- CURB ONLY 6" P.C.0 CONCRETE PER CITY STD. DETAIL FOR LN Of RAMP • .a e•, A e .ss •� , DWG. NO. 104 ONT6'WC ASS FII A.B. GROOVING pETAtI SECTION A-A CITY STD. NO. 102 CURVE R � L T WHEELCHA Z R RAMP 92.50' 18°55' 29' 30.55' 15 42' 136.67' 12'40' 49" 30.25' 15.19' ® 273.33' 1 12.40' 49 60.49' 1 30.37' tqW,-1� BUS BAY BUS BAY — RIGHT TURN LANE EXAMPLE OF WEAKENED PLANE JOINT NOTE- NON-CONTIGUOUS (T-IC&) SIDEWALK VALVE OPERATING EXTENSION REQUIRED WHEN TOP OF NUT IS 5 OR LOWER 4'R 10' MAX s EkAwrolE OF FROM FINISHED SURFACE CONTIGUOUS NOTES 4S N ' 0°C.F. I (f C.F. SIDEWALK --- -1 U--- --- - ---- ----;- 1. Width 'Mr shall be 35 feet minimum, 50 feet maximum for Industriaf and Commercial I F S� S�� FINISHED ELEVATION 0 COVE R eN A 1 0 .I. MANHOLE EQUAL ME �J � A POU I I A R g^y properties. For residential properties on secondary size streets or larger the 'W shall I - - i -� YAMHOLE PER ENGINEER A- R R I MEDIUM 1111,1601611 a• MIN be subject to City Engineer approval. �. � - — COYER MARKED I SEWER 3rLIP 2. Total width of DriveI I 1 Approaches (W) of the property line shall not exceed 40 X of the � r; ° _ ►, � single lot frontage. I I m w • • 1 1 2 MIN _ y i T ,.•- a 3. Radius •R° of curb return shall be 8 feet minimum, 20 feet maximum. Curb returns shall v �= i° 240 DIA. •W` WfUTH OF DRIVE - 35' MIH TO WM CuRa be Poured monolithic with the Drive Approach. I e► OOCRETE SUPPORT COLLAR CUTTER2 SOUARE t BELOW A.C. PAVEMENT EXPANSION JT, EXPANSION it. 4. When installing a Drive Approach where curb and gutter exists, the entire Curb and gutter STEEL STOCK--- --- -- 1 '°•' �' REMOVAL LIMITS REMOVAL LIMITS shall be removed. y - '°' PRECAST CONCRETE IN- STEEL PLATE MANHOLE S. Construct all weakened pone joints 'in OrW where sidewafks and Curbs and gutters aret I i °• ,•. contiguous, at regular intervals not exceeding 10 feet. —7-1/2" DIAMETER -1 WELD ALL , STEEL PLATE No. DESCRIPTIOR OF REVISIOR 6. Portland Cement Concrete Mo11 be 520-C-2500. � I i'. �• t/t R -,r wiRrts „ FtAt arlm IttRs(r 7. Sidewalk cross slope may be increased to 4x with special permission from City Engineer. i VARIES A srnm ro zERo AT socwALK a'"e �' 8. Difference in Nope of the driveway romp and the slope of a line between the utter and DATE APPROVED g oN CITY of RANCHO CUCAMONGA SI+MER wrrHpmvE AP' H. o point on the roadway S feet from gutter line shall not exceed 157.. Reduce driveway i STEEL PME romp slope, not gutter slope. where reluired. 9. NI exposed concrete surfaces shall have t 2 Burin Com type q pound per section 201-4.1 WELD All I SECTION A-A applied per section 303-5.6. STREET IMPROVEMENT PLANS AROUND I t= w rr— '° w • SEL PAE . N , OLA. i'd w TTrtsouARE sToa • FOOTHILL BOULEVARD ► I TO FIT NUT g �: FROM MAYTEN AVENUE TO ROCHESTER AVENUE DETAIL SHEET { • = w :,. YIN C P . M . NO . 14022 l AT FLOW LINE t _ DROP . _ MORTAR S/W SEE NOTE 7 1/" :.: - -- s ROADWAY wRrACE ,/,C PER FT. ' ` APPROVED ° DATE : ,G _ .. a P -- • ,. m M��1o, CITY ENGINEE _ - RCE No . 24953 HEIGHT (MINN))a SEE NO a 2800 P.S.I. a. . • DES I GN MADDLE a AS IATES, INC. R OMMENDED CONCRETE + IN0. 14814' 6 H OF THE INLAND EMPIRE Z �S-O DIA-0 DIA. E� �- SULTING CIVIL AP1p LI1Pp PLANNERS SECTION —B BASE ENGINEERS GATE VALVE PER STU OWG. NO. 4 C.C.W.D. STD. NO. 18 * DRAWN 10601 CHURCH STREET SUITE 107 SHEET RnNctro cucnr�cn. CA 01730 [909)948-1311 C.C.W.D. STD. NO. 4A l./ SVM` �• 6fB 2 L7 O COMMERCIAL DR=VE APPROACH _ OF WATER VALVE ADJUSTMENT SEWER MANHOLE ADJUSTMENT +� +< 16 DETA= L KLI!7 LU�:TAZ L CHECKED - , RCE No 4.L 8,'� DRAWING NO . ATE F ?LE No 16-743 15��5 I •P• R. CUCAMONGA BASE. W/ TITLE BLOCK - 23 LO,2ij PF : 1072 606 13-Deo-94 02: 19 P"• i 126- 1072- 1 DWG. DATE: " 02 - �. _. CITY SHT . NO . OF 97 /36' EX/sf N+�' w so' coNsr90' S y��w 3 66, c T 60'- 70 3 cox/e!- NYY' R/w 14 I ETw � H z E. b I 60 38 Q !3 � � � 3 8 3B 4 49 6 i?08 � _ 2/' •3 3 0/ E•T W E�? ' P�POSED 1MP/roVEMEti1T5 PER DNS MO. . lb Q6 I 8 26 � /7, lb X217( -------- _ --- ---__Gs•• -/7/) �-1 .21.7771_/ A,c. PA✓EME�✓r /4 PrI✓EMENr T �I 26..;'M 34' TYPICAL SECTION ' i -,,1 I (FROM STA. 70+50 .48 TO STA. 73+50 .48) 13 fUTURE25' �' 3'3� TYPICAL SECTION `'_j qj (FROM STA. 78+46. 71 TO STA.80+66.49) !86' /36 - lire.S J Ex/sr. Gcn EXlyr ll IV+�r R� 90' 6 KY /w 3 Jb'- T2 5' cvw 66 ' ' I701 I bb N• S R/►N 6' 46 ' -bd ' 4'� /a' 8'I /3 " =B' i 54,s'- J- 7-'17' .0' 1 � I4'-24 ' 1 7 0 ? _ LAI' E.rw , �P 44' Cosy 7b 6 ro vW - 40% 2 4 �6yA t3' • 2 � v rt� ' 3./ �� 225'• ra �0� - /4 .< Ab • ' - --=--_` _ -�--- - 6-�/6 - � - � � �L ., _.___ _ ...7... - -_--PKoPt�-0/M��MEN S _-_--__ ,69. � I I 3 �'© 6=i6' y 3 TYPICAL SECTION 24 t 7b 34' TYPICAL SECTION , (FROM STA.82+04 .49 TO STA.84+16.06) (FROM STA.7`{•50 .48 TO STA. 75+24 .49)013 25'� 0/3 T _ _ _ _ , 1 R= 60 FUTURE / �3 � T _ _ 1 In a6 ' !S6'- i48' GX/bT N /w 50 }.r'°N5�• SO ' SL�,' /e,/w 70'_7Q•5 >� T 66'- 75.5' 66' - 70' 66 ' ; exlL J 117' 0'-/o' 4b ' 4'7b /4' �9' 8' I 13' V i /3' 8' I X10.4" - 5t�6 ' 4'lo'23't '- 53 '-B • y „ 6 7-/3 _- 23? 4 33' 7' 32' 28 BAR ✓ . � rL � _* jb (goix J / p 1- ----- C/•f. . �/, 2 2/ ?$3�',� Ti..�.� ---__- _ B� ) 2.33 I(lof Cts• I 77 12 _ / 6 1n /6 /1,* r fit/_f �J� q=,�Y' P�1✓EMEIvT I 13 I 3 - , � y \`ti �I ; -, � I P1COPo6�D_ (M°1Q012�1��$ PF.� DWcS. JVO1_1 J / 13 , TYPICAL SECTION 8 2s /0'-/6.5' a= ' -- (FROM STA. 75+89 .49 TO STA. 78+09 .49) fvr�RE TYPICAL SECTION I (3 J T _ _1ER (FROM STA.84+16. 06 TO STA.86+19 .06) _ _ , 1 = 6 0 vw e? T _ _ _ _ , , IR '1E MOZ : 9AWG1/7•rN69 0,GoRAN/106, f c40151-'RacrI01v of v /YEW FAII/NG 51V 6 ✓5TH• 76 f 64 /82' X6r -40, GONbr 50, 5EX15�/w 6m . 66 k , 60 ' W_ w � � : =/7' ro � ' 6' 4' 60' 6' y 26=32 ' 4s j ($..4 Y' y-I 2 2/ / /,1 ! y ��•/f• -� 2' W 2172 I /¢ ii /1 I _ a"/f� NO. DESCRIPTION OF REVISION DATE APPROVED � & r I - __ __ ( fl to �,� T Il ;r---- ,, CITY of RANCHO CUCAMONGA 5slyr %� �• !a F.x/5rA - �� 3 ----___�� "LJ l2�vcMENr STREET IMPROVEMENT PLANS l2- 18 � l2 0, I P�o�saa/Mp ► 1'rs P � �. L� I TYPICAL SECTION . � �!' ' 3' FOOTHILL BOULEVARD 13 (FROM STA. 78+09 .49 TO STA. 78+46 . 71 ) FuruleE TYPICAL SECTION FROM MAYTEN AVENUE TO ROCHESTER AVENUE I3 (FROM STA. 86+84 . 06 TO STA.90+87.25) DETA I L SHEET C P . M . NO . 14022 l QQ nfEss� APPROVED BY : - oe D ATE ftp6 *,Mo#fir CITY ENGINEER RCE No . 24959 DES I GN MADOLE Z ASSo IES. INc. RECO ENDED N0. 14814 gN OF 1HE INLAND EMPIRE NOTE : LANDSCAPING FOR PROPOSED MEDIANS RILL BE DONE PER SEPARATE PERMIT. # E�►3_3/-j7 °°" AND L ND PLANN ENGINEERS '? /Vit. >� DRAWN 1�p«1�C'1 STREEATC�9 SHEET ' rX 6 f(si M09)9+E-1311 3 O r / / ��' 1~-►„L..P; 148/4 r CHECKED _ RCE No RAW NG N0 . DATE 1-9/167 FILE No 126 69 /55;_C3 •P• R. COCAMONGA BASE 11/ 1ITLE BLOCK - 2310,271 PF : 1072 605 20- Jan-95 01 :35 AM / 126- 1072- 1 DW6. bArE : 8 4� " •�. CITY SHT . NO . OF . - � � , ;��.•, ; , �. , BENCH MARK v L'30•y;' L=-b.a' BENCH MARK NO. 96-8 AT THE o V 40,vo OG. O,G NUC OF HAVEN AVENUE AND 19th ST. . 44 FT. W. wPr=leo HAVEN �G 4 83 FT. N. t 19th ST. , SET O.C. O•C• vP.G =I2/0.80 DRIVE PIN w/ C.S. TAG IN TOP O•G. O.C. ap 11/4 11/4 °14 A# A14 4A e14 a/4 `� � AT THE E. END OF A HEAD WALL W rop (�F $ g v Z FOR 3-24" CMP- ELEV. 1430.686 b W Q V . H � �C 0 H b lccz�)NORTk GURB O $ �D v'` v rOP OF 'o ►vim eo o 3 ,�, N "MPORARY Ell IM IMM `V N �'N 1" IRON PIPE AT THE CENTERLINE wrI4 CUR °fi e o N �i N o a o o Q� . �-- INTERSECTION OF FOOTHILL BLVD. 8 . TOP Ac ExiST. �o.0 `��' -'� p O N �' 40 • AND ROCHESTER AVENUE NORTH NORTH CURBS N �' _ �`� -� 0'32 ' -146 SECTION 6, T. 1 S. , R. 6 W. , �z/0 S.B.B.4 N. • $ � a2cl. � `� o•4/d�: �O 0.4•_•x° � 09X0 . alo'• 0.13 °. 4 � Tivr•- -/so . ._ , 6 %3 1 ELEVATION - 1207.36 - __ - --- - --- -- - --- �. rRN ! s / �y � Ex/5r. 6RoUNa ------=-----_-- - � BuyBAY n o• V G N#LY R/w So v.c c=49•37 ' c=4s•aT' VRI =l22 8� R� b � u O•G O G• o o NORTH $ o s g 1205 �� r P F �, �, � $ �, ^ �u Z MEOIAfy CURB .�N N �, N !'q �, M ov W OF EX/y; 8 o� +ti b 8 o N MEU/�N CURB o 'h o ° TZ°� 0• °� gell ►� ` a� 000 ANN `-"- --__ --_- -- ---- - - - --- - - - - - --- EX/5T F5•@ V PI s!2!2.34 L=45 3T' G=45.3T' v W o.c. o•c. s - m A 8 roP OFOUTH o �, , fl§ 1� v Z v^ MEMAN CURB ^ oa 8 o �o g v TO!° G9x'E?C/5T g co ►`` v "j' '` 'r : c� " �' �`' w m c► t� `r' 0.�6�:_ 0.86 ^N sMEo�ANcu� z o � � o.s��' - • � � tiQ 124 41 � c' '- $` i` v1 �� p•A� 1� `- a2Q?:) `fl`' -Go•to �) 4 `' - (0,1067Kj - , _- `' ---O.oE •'� - �'�' � D•� _____ -_____- -- N• � -�' "^` � y ° b• -, -" ,1210 �' � `'-(0.01 .)_ `' .. 0_26•l.)_ _ r!o.d2s_?.`) _ L--'_ � nIt I v 50• LL f r /�vc• a -- tzo5 70 TOP OF FUTUREkb �? 1 - �OUTk CURB o o o PROFILE SCALES: H OR I Z. 1.• 40+ VERT. I • 4' - �r 64 65 66 67 N 68 69 70 7/ 72 73 74 11/OT� o� -; �•/N3TAG.L T�MfbRQR�'••T)'PE 3 al �� a � � �� `� � � J� � , �. � :° A'W Y��4!4YS/d!/E �REEr FtitMS �T//E 5AT/✓�fAGr/O/V Of G/Tr PN!WISP. � {3 MAY'T�N ,�VE/VUE � s is�eve reor/Ica&&M o v 3ivEa��uC® �o q , WIDAM I0 f✓MT. 1�$ 4. �► 4 r "t S oIGH plrJl fJ1SF_MCt/r - � f�P 84,.RSP ttlu _ 3--- -- - - - - -- ' N'LYR/w j17' - - -- -` -- u/ 6u�rER- 5 - �xl5 r• 2a• urr/c s�we�- -- � -_y- -- -- -- --- _-- -- ---- r- _ -� E X/5 7 Iv'�Y Raw T- --; - - - - - , -r --- --- - cc -- -- - s � -- --- --7-774i�w�m� T xlsr/n�G uNOEi��ouNO I��EP T , e w w w 0lb $ ExlsTroTw�1�R uNE IS l �: , Olt i:�!v 4 N X/5 ME �9f05¢9�6.ni1�i \ - '�5/fJNGU7' /NE /b 1 66 4F - \ �W �, -r N89°5D �r - ---- --- ----- --- - --- --- - ----- -- -- -------- ---- ---- ---- -- ----- --- -- ---- - - - - - - - - - - -- 69t83. 48h�/G� e�J�GVO. 8 - -- - - - - - - - -- -- -- - - - - - - -- - - - - --- - - - - --- - ,-- -- - - - -,- M ti CO/vSTjeUG r/oN \ - �� `�°t M =0100.00 ¢ AVY.reN ^VE• \ ! 5 8'4 PVC O l3 5u/1' 4 ` \ � � \ All I�G.GoNUIT � - v .� .� �- ,� - - --- - �c°v- ---�- � ��- -- _- �_ p•0 _ �t � Ex,srE.T - -- - °� t-- -- �Y�--- - - �- �P_-- -- i r. r- *- ---�� -_. ' V r E•P T ---- - � - - j-- -- -- - - - - PRoi° E.P - � EX/57 5'LY R/t"' -- -•- -- �'� -- I� -- -- EXIST s'Ll' R/`v -- -- e 43 c) o o � 00 FOOTHILL BOULEVARD �, � _ _PlOTlCE TD T7C4 72�1C Cs04ITKAOTON 14416T CcxxoYu.lTf 77513 DATA : Q STRTZ NZC� KRY 66 �M/�F�vv A"�o � No U OELTi41BEnRIN6 F-A&LK5 4ewrh(�agr, T^/✓6ENr AVwLIM . C-17Y awc• Aro. /5�5 DESCRIPTION OF REVISION DATE JAPPROVE U 19'040 '0'' 273.33 ' 60.49� 90-97 ' �� NOTES: 6H�T� o� ¢ - " " V4)�ioN�, CITY of RANCHO CUCAMONGA © 10040 '4? ' 136.67 30 25 ' CONST. 9 A.C. PAVEMENT OVER COMPACTED SUBGRADE (UPPER 12 OF 13 SAWCUT AICD REMOVE EXIST. A.C. PAVEMENT (SAWCUT 1 FROM EDGE OF G 5512 Q2•✓r0' 30.55 ' /c, ¢2 ' SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. (SEE EXISTING OR PROPOSED CURB OR GUTTER) . h ��' O Q CALTRANS GENERAL NOTE # 5) . !4 REMOVE EXIST. A.C. BERM. '"� '�8'4 STREET IMPROVEMENT PLAN S QD 90'00 "00 " 35.00 ' -44.98' 3'9.00' 2a-- CONST. 0. 1' MIN. A.C. OVERLAY. !y SAWCUT AND REMOVE EXIST. CURB AND GUTTER. E*a.-3.-7 Q /2'40 '4 9' 900100/ 49.97' 22 76' CONST. 8* P.C.C. CURB W/24- GUTTER PER CALTRANS STD. A 87, !6 ADJUST WATER VALVE TO GRADE PER C.C.W.D. STD. NOS. 4 AND 4A # TYPE A2-8 AND DETAIL ON SHT. 2. AND DETAIL ON SHT. 2. �l� C1Vii• FOOTHILL BOULEVARD 2g'` 82.5o' 3o.ss ' is-4e ' 4� CONST. 6" P.C.C. CURB ONLY PER CALTRANS STD. A 87, TYPE Al-6 /7 ADJUST SEWER MANHOLE To GRADE PER C.C.W.D. STD. No. 18 AND � % FROM MAYUN AVENUE TO STA . 74+50 . 00 AND DETAIL ON SHT. 2. DETAIL ON SHT. 2 . O ANDCONST. WHEELCHAIR AIL ON CHAT . RAMP PER CALTRANS STD. NSP 1-88, CASE -Z- /8 PROTECT•TELEPHONE MANHOLE IN PLACE (VERIFY LOCATION 0 TIME OF C P . M • N O . 14022 O 8 CONST. MEDIAN FLARE PER DETAIL ON SHT. 2. /9C--GoNST " eAr me carr srn.a* No. mr 4Avowrvc orswr. 2. - APPROVED BY : - 0 - y INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LENSES AND 4 0� - A 66 FOOT MAST ARM UNLESS OTHERWISE NOTED. (TO BE PAID FOR BY THE J REIOC,t7ec EX/5r SJJ�zEET G/6t/T,Bl'OryERS. REPS�cE MAST�tRM ^s SHowN oN TNEfUN C I TY ENG I NEER C RCE N o . 24 95 3 DEVELOPER AND INSTALLED BY S.C.E. ) . �/ =,9?Z4A&�X/?T. A4,Pl4VEMEM'lb6/fit/T3 Y/Y DSV/ ,0lZ4 ! 0127 Af/N. AF/OMI M14f'AfAV. JyIOTy) DES I GN MADOLE L ASS ATE-, INC. R CO ENDED a- CONST. 4" THICR P.C.C. CURVILINEAR SIDEWALK PER CITY STD. Di�G. � 6 f! OF THE INLAND EMP?RE NO. 103 i 114. SEE LANDSCAPE ARCH. PLANS FOR SPECIFIC C0.VMTINB CIVIL ENGINEERS CONSTRUCTION DETAILS AND QUANTITIES. �No Lmv PLAP#"S !/ CONST. DRAINAGE INLET TYPE OL (W AND H PER PLAN) PER CALTRANS ® ADD moo 9�f-46cx DRAWN IOEO�M�^�r CA 9� S H E E T STD. D72 AND GUTTER DEPRESSION FOR TYPES OS AND OL INLET ON ,C3 /yAOo6L .eSS�/.�TE� � Y �b1i 6fB CW9)94e-1311 OF /7 GRADE PER CALTRANS STD. D78 AND DETAIL ON SHT. 2. BY tare B OATF CHECKED Y^^a( RCE N o � l4 N N 0 . !2 CONST. RIGHT TURN LANE- PER DETi41L ON SHT 2• REV/5/0N GWSC/Q/r0T/O!V EN6/NE'ER G/TY -7 - J APPROVED ARRROVEO D TE !-8/- ,; FILE No !86'703 •P• SIREET PLAN SIA.64+00 TO STA.74+50 - 23 [0.27] PF : 1072 608 17-Doo-94 11 :23 AM / 12E)- 1072- 1 DWG. DATE• CITY SHT . NO . 0F LL=3o. ' BENCH MARK : lid L-W6 �: S19.97' BENCH MARK NO. 96-8 AT THE g1 V �. o.c . o c• o.c• NUC OF HAVEN AVENUE AND - ti' n A' 19th ST. 44 FT. U . ti � � � � • � � , � �.tj � /¢ �'LN' 4� '1i4�� p � HAVEN °o 0 � �A g � roP of t.� m b 83 FT. N. j 19th ST. . SET 4- y ti NORrk CURB EXrsT GR0uN0 " ARITHEVE PEN ENDCOF ATHEADAG NUA�L K *¢Q% 0 • R N'CY RlW ; �v en t; FOR 3-24" CMP- ELEV. 1430 .686 O, ', $ - •, . N 'tSOIR�l�i7 BEIQCH !Q!R!C Rte R16NT-TURN CANE 2o�S a5�' 1" IRON PIPE AT THE CENTERLINE a .' INTERSECTION OF FOOTHILL BLVD. X" U TER o•3a AND ROCHESTER AVENUE NORTH n�- _ 1• N 6 T SECTION 6, T. 1 S. , R.6 W. , S.B.B.6 N. ELEVATION - 1207.36 rop 01F NORTf� MWIM CURB '�� a a4o•° ° »� 8 �� g�� a �, 4 `' TOP Of N MEO/AN i o $ o �� oo CURB PER OW6 No. �9� -- 1210 0.3 _ y N F5. a r•�o�N cuRB —_ i L=45.37' L=49,37' PER AI ft _1499 -. N O.G. O•G, — 7�2{l5TC o g o 1205 rOP Of SOUTH AfF&AN CURB TD G1� S. ME!>/AN ± — - P g m - -- - --- I- _ . ^ •�.o o b o ao CURB-PER DIMS,/1+6. /� o F5. � fi. MEO�AN CURB —-o— —-- -- (a3oY.)_ °p �- .� (a¢9 •_ `�3 � � PER O�t(6. No• /499 L-d9.B2' 1705 o TOA OF FUTURE mp OF g `° a�OIIrM CURB PER 6/4 o 4 Sd(/Tff CURB � �, - v g '` b R' OGV6 No• /¢99 �4 414 414 �� m ..... -----�0� �' N a II o �g — 1210 K. sz +. p P '1LE SGA L£S: m N (o,>? 0 �q HORIZ. 1" • 4d —— E 1 " ' (TM'•:-2.48 y / — ! VERT. t • 4 ) (Ti�H=24dy) `— 120,q 74 75 76 77 78 79 80 81 82 Ng ,�' , 93 84 Chi' TirUGT�O/V Oe7.�/G3 Az h Qu�bvTlT/EylA/�t//N� 1D 61 � � `+ ® at V '� � � �tA77t�' f�btrrivG �,CF43 � '• U U K ti RIOT/QE 7'a CDNT A4,-! JK " a Tor i7'wi�tE r J 0 r1CDP /¢ w/ate T �N` PR 1 VA TF R/f/E _ ® 10 V GO�c1 T�GTO/C MU6T coaco/NATE 7W/� v► �0 mor !2 W/, r Q l Z 3/DEkIgL/C ESM . i. MAINAC,C 05 ,. m v < 5 6 tr * a M v W1, NN 3o • O ^ SIDEWALK PSMT (1 r >ti r/COP. /8 fJ/De +- $ {� n V PLAN! W l TN TiC•4�l G 6/GN[,�L PL,W S 1'WC h l°/ROIR 25'I•✓/OE +� 1 U W N ° 3 O' p�TH/LL BLVD. MA& 01e/VE ARID 5/DeuIALI� E9Ml: K1 pp ter; �� d — -- IO �0 --� .�G/TY DWG. MO. ��– 3 �— U — --� � � � Ip�l° 84rRGP ,N _ 4)LO � V _ t A 4 01 8 -- - - x/s K G• L,f�t 4 _-.lr__ ' C O y� - EX S" Ul1�OE�G;?GuN X• _x.� M �✓tf - ` - - - ' ;b ovrF ! ± l3 U �6 3 s/1 w T L/N ,, y __ y t r•r.rr/•/o EX(Sr. (lh'4RE,RC>fJN✓ ` 2 I �� Q~i�d U 2 / >EGE�t10✓✓E G/L8LE5 I\ OI <�TEJe L/NE w !b - , 4 �(f f'r,",''t•'f G.'tC�Gf•✓ __--__ � _ til bpi^ p�� T— \ �__ � or i2 �3Fs �,_ - �b�.� w L � r\ �' � caNSTRuc Tio�r � --------" --- 76 - - - �9 -- - � 8o rR ;• t -+— - - - - - - - - — �1 . 4l1 lry y�ii• = - - - --- �- --- - - - -- - - - ---- --- ---- .^- .w b `� . "� �icopMF.A�1NG1lRLS ; V /f47, fs V1 / �yr1G�iT 2 ' �` •-� w ��` V-1 PER Or-►'S./�O• - 13 2 "� i'✓e 5 r 140•� 4 /NT r-- \ - 8 -4 RVG P l o p o: y. oo. �^$ �' O M^y/OR/✓E f Ple/u orP/i'4- •� ��^ b ( t46 ll �- ,,� � �� r ~ _ T H a1 r� /2, Ty ` ' /0"T pgnp Q `E0" of PRoY° EX/5 j. 5'L R/N' .Y .fie — ; 6 UTTE/Q P ie aw6•� Q iv,6 Y Rlw rRoP. 6U E/Q Ot�vNb• — �� e �•o� Atie OW6• /49q � v_ 5/OEWi9l�c PER` — ——FOOTHILL BOULEVARD DATA : J �' �' � I II �.if ., � 11 I DESCRIPTION OF REVISION O�LTA/BEARING RAOius L60Tg101yr TitN6ENr __ _ _� " MA5/ OR/VE No' DATE APPROVE • �°�G" '�eR0V r CITY of RANCHO CUCAMONGA U 90 oo 20.00 3/ 4t 2 20•oo ' 1- , J�/j j 1\1 (� MASS oRlvE/M�'RoV PI�Ny fqe PM/384 5 J J E1.1/ © 90'00'00 ' /0,00, 15, 711 /0.00' � ° �rILTO# © /2 ' 40'49 205, 00' 45.37' e2. 761 . _ __ I � � . 0°O0, " , 1Q--- CONST. 9" A.C. PAVEMENT OVER COMPACTED SUBGRADE (UPPER 12" OF ? ----CONST. RIGHT TURN LAND PER DETAIL ON SHT 2, Na 14 814 STREET IMPROVEMENT PLAN S 0 9 89,00' 54.98 -467,00 ' SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. (SEE E>r►.: 3/-9 7 E 90°00'190" 2S.00' 39. 27 ' 25'•00 ' CALTRANS GENERAL NOTE # 5) . !3 SAWCUT AND REMOVE EXIST. A.C. PAVEMENT (SAWCUT 1' FROM EDGE OF # CIV1�- �� FOOTHILL BOULEVARD 2Q-- CONST. 0. 1' MIN. A.C. OVERLAY. EXISTING OR PROPOSED CURB OR GUTTER) . �4 0F�L FROM STA . 74 50 . 00 TO STA . 84 15 . 00 0 0C,'4-0' 3'7" 258.02 30.07 /5.o s 3a---CONST. 8" P.C.C. CURB W/24" GUTTER PER CALTRANS STD. A 87, /6 ADJUST WATER VALVE TO GRADE PER C.C.N.D. STD. MOS. 4 AND 4A GU /2° 40 '4?" !F8.00' 49.82 ' 22.00' TYPE A2-8 AND DETAIL ON SHT. 2. AND DETAIL ON SHT. 2. �CONST. 6" P.C.C. C URB ONLY PER CALTRANS STD. A 87, TYPE A1-6 ©—ADJUST SEWER MANHOLE TO GRADE PER C.C.N.D. STD. NO. 18 AND P • • N 0 . 14022 AND DETAIL ON SHT. 2 . DETAIL ON SHT. 2 . O !S'Ss "29 " 92 SD ' 30 55 ' /5.42 ' l'� CONST. WHEELCHAIR RAMP PER CALTRANS STD. NSP 1-88, CASE "E" !( CA'Y5r gA41NA6,6 (N(•ET 7Yr oL(w,41%O If Pore P4 N)frR c,4LTRAw sra 072 Av 6uT7mv APPROVED Y A t� AND DETAIL ON SHT. 2 . xpRESS/o/Y fqe TYPES 0,5 MU OL/NLEr O/v6re/{� R C/II,TJ�W5 Sra 078/b'►'OI�ETA/L qv�`/r Z, 7 CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 101-C CITY ENG ? NEER - -'j t�G RCE N o .24953 AND DETAIL ON SHT. 2 (W PER PLAN) . 2� COW P405a15l•/f.C.PAVEiNENF 70 L/M/75 _*�` 01V7NF qAN(O•/O'M/N.OEPTf/,4M/i►;W/OlH). DESIGN MADOLE a ASSO !ATES. '.NC. R 0 MENDED ®—CONST. MEDIAN FLARE PER DETAIL ON SHT. 2. 6H OF THE INLAND EMP?RE -- INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LENSES AND 4 �J INSTALL✓ACKE0 WELDED STEEL 65W=1TS�(2)4 0)46,IER G4LTRANSSID. H-8• 0049ULTtwc CIVIL MINEM tl FOOT MAST ARM UNLESS OTHERWISE NOTED. (TO BE PAID FOR BY THE AM ur� �uRs DEVELOPER AND INSTALLED BY S.C.E. ) . NIDD P.G•G. SivJF.w•4CX ploN UYovT DRAWN toeot atutai s1x�r sutTe tm SHEET ® Ate'/�oTES t9 Xo iut�o CUC&MO%A. CA 91r0 /O CONST. 4n THICK P.C.C. CURVILINEAR SIDEWALK PER CITY STD. DWG. 'e MADoG,E +� 6f'g 1909)9W 1311 ,5 OF- No. F NO. 103 & 114 . SEE LANDSCAPE ARCH. PLANS FOR SPECIFIC BY DATE 8Y OAIE CHECKED �'�'`�'""�� RCE No DRAW1N N0 . CONSTRUCTION DETAILS AND QUANTITIES. Q REV/5!O/� 0�✓�CR/PT/ON ENG/NEER CITY ,4PPROVEO APPRYwEO D TE 1-3!- 5 FILE No 763 �•rr •P• SIREE i PLAN S1A.74450 10 S1A.84+ 15 - ?:i 10,2] PF : 1072 609 17-Dec-94 1 1 120 /\I" ,' I b- 1072 1 DWG. DATE: CITY SHT . NO . OF ��- BENCH MARK : L. = s .74 BENCH MARK NO. 96-8 AT THE NUC OF HAVEN AVENUE AND V P£_ /1'05.7/ Ip ep ��' 6�a ° o 4 19th ST. . 44 FT. W. t HAVEN V b & 83 FT. N. t 19th S SET o �'X/SJ.'G'y?OUNO TD/7 6F Rrif aigg n t" a� n DAT I TH PIN rr/ C.S . TAG IN TOP ap E E. END OF A HEAD WALL /?/C� - v o -ilk `� $m ro•�Y /e/"' + a fl ® % - FOR 3-24" CMP- ELEV. 1430. 585 p� �� L;4 'O �p - - A 00T• - -_� r--' _-:G -�� )SCS MAIMQt4 N N � � ti _ ..� �°Q -� T „`-O --�`' 0 O.� p, INTERSECTION OF FOOTHILL BLVD. 0.20�o '- IRON PIPE AT THE CENTERLINE � 0� AND ROCHF.ST'ER AVENUE NORTH o.a/'% B /Q/6f Jr rU/QN (AbF SECTION 6, T.1 S. , R.6 W. , Ti EWMTION�- 1207.36 •70' - 40.69' TRUE O/yr NCe - A07-67' o.C. v D.G• V � t `w1 tz , rOPOF VORTH < � � °� o o MED/ANGUR9 _ '� N R� �a (PEROWG. Mo. 1 � y� \ (`•Ii�� V•�•!•/ -r . �i � �/)=- - -- -V �! - . - ! -D.m7" n rtgx olgmM� r 85' Q 3 . LF64.30 t=606/ v . 14 � O.G, u O•G• `t O N " ,. o N ME,0/AN GUR814 o g ° o ' �' (PSR ON6.No-2-Of _�,�,) (h.�;) (o,Qd�:> ` e.fbx�° �' G) �' (a FK ) `' - - --- ------ -- 4=45. ' L=45.88' !00' f/,c. 5d'I/C• 0•G. O.G• (L/Pt = /205'48) tp (YP.L=/2A6.88)MO •!P' rolo 00 .cJOUrH CURB a o°a ((PER dIY6•No. J�49 ) cg N ` `' N o �. o %0�$ �. .9 (0.65X.) w ° o • lady, ;v (0.25!// - - ---- -__ a' PROFILE SGAL.�S . HORIZ. 1 • 40' {�OJ� -- � - �, (r,H'•t-2.or�%) VERT " • ' ® 4 i 84 85 86 87 88 89 90 ��P eSMl. fi�R 9/ 92 93 94 1 /die• 9/OCWAL/ .TREE Mee 51DC.e�AL1( ✓M66T' SEE OW6. No./655 sttT f Cr , �- o ANO Rec Arco rUlt/b5E5. TREE RE[,I TED ROGh'E57E vENI/E yTREE r ,q�NS • 1T' iF�a �1 rRot' �o'DoE �ivewAcr o „ J PtA vEr�►1L5 +o ►� +I` ��\ r� I PRA° 25'wrG 5 RRA► `' � 16,*4% - - - qQA/NEASEMEN7 � - ij �v� .t,e�prpv pQ PRo . 84 RGR ZZ 15E!'T A B l%�Gi°. NoieTi/ criielj ^ . F� I G Q , ' �r I 20 ` '�'' 1 O ter- - -•�-, -- -- ---- --- E P 2 R u _--'. rs-- - - v.,. "._. - __� _ �'✓� -- "" -.- _- -- - _ Si \_ -- c saw=. aa•mm= ; _ - PER As�S•Na• ---fix s of l 7 G oo g_ n -rW -v--- - - - � - - w - -- - - - -+ wiLl - ^-\ � ' 2 / ^� EX/5j UNO�/e6/ear�NO /3 EX/5 , /�"G.M•�.� W / 2 H ,1' --- �� 13 �'� �� b TECEP/laN� c��GEs WA /,z L/NE ,� `� .. ..T. ......� ......... ^�.. . . .T.............. ......... .. o ^ _ 6 y. ...._ ........ :, . ..... � � o " a b ►; �\ 77.62 . w/ �``0 6 N6�9.49'¢6 E 1167_ - - - - �^NWIV,8 �eR0*6•No• - - - - - - a� Q l $ b a - - .-+- - - --• - - - - - - - - - - ~ 3 / R GNE57�/Q /1✓Ei✓UE IBJ r� �► f �- ,� _ 8 oa , _ 1 / I s -. :�.� � cON5rRucT101v - W ° � - � ¢,ora cr it �Nsr Roc,rE1+vE. W ti o of r u^� Mw "N11 �� &K1677 /5 7 4 N/6H W,V- L4 � = 6 41, e" n � �• �� M �' l��io ., u► PRer/O G.M.L.f W. Y ` K to L N try pgyro �-- - ---- �__��-__-_-�-�-��• -' _ _ _ -.- -.- - -�_____��-� �,rGUR�3fGU7J�2PERor>S.N°_ _^ _ =d= _ _ _ _ _ _ _ _ _ _ = b�� E �� / �,� 8 4 zs ( I \ I I NoTrCt 1a Co�yTJGtcTt�1C FOOTH I LL BOULEVARD � , �� I CPuT�Cror, HL�T �,W/NAT� �Is I I FZA" WITH T1CAPr=- S16A1.4L t%AAJ I /� '^� I �' /`' �� rVK fiavTHJLL BLVD. AoUD MOCAiM- J1 f IJP I �� . DATA : I Q �� (� � � � � re/� ,av�lvu �r7y awG. ,vo. A09- DATA : I I Ivo' DESCRIPTION OF REVISION DATE APPROVE O OELrA /BF_AR/N6 RAau5 LEN6rH/O/5T. TANGENT - ---� S= I� �cESs/ CITY of RANCHO CUCAMONGA U 90°00'00 • 20.00' 42' 20.00 ' 1� CONST. 9" A.C. PAVEMENT OVER COMPACTED SU'BGRADE (UPPER 12" OF ( SUBGRADE SHALL HAVE A MIN. OF 95% RELATIVE COMPACTION. (SEE ROGHES TER AVENUE � T04 , 8 90'00'00'' lO.00' /5'7/ ' lO •00' ) _ ,SEE 006,No /426, sftr 4 oR9, � � 2 CON .CALTRANS. 1' MINN... A.C. OVERLAY. ROCHESTEieAVENUESneEErPUwS , "• 14 814 h STREET IMPROVEMENT PLANS 0 18 55 29 ?:2. _40, 30.55 /5.42 O 89. 36'S!" _49,00 , y4 74' 34. 77' � CONST. 8" P.C.C. CURB W/24" GUTTER PER CALTRANS STD. A 87, Ew 2:230 7 TYPE A2-8 AND DETAIL ON SHT. 2 . FOOTHILL BOULEVARD E 90° /¢''C 7 „ 35•a0 ' S5 •/2' ,�5•/5 ' (5)__ADJUST AND REMOVE E7CI ST. CURB AND GOITER. � cl V 11. �* O 6 CONSTRUCT WHEELCHAIR RAMP PER CITY STD. No. 102 i DETAIL ON /( ADJUST WATER VALVE TO GRADE PER C.C.W.D. STD. NOS. 4 AND 4A 4 F !6° /6'54 " /7S, 0O ' 49. 73 ' 25.0,3 ' SHEET 2 . AND DETAIL ON SHT. 2. FROM STA . 84+ 15 . 00 TO ROCHESTER AVENUE 0 a7 - CONST. COMMERCIAL' DRIVE APPROACH PER CITY STD. DWG. NO. 101-0 (J ADJUST SEWER MANHOLE TO GRADE PER C.C.N.D. STD. NO. 18 AND (' GO 140 -46 ,44" !75.00' 45. 65' 22.95 " AND DETAIL ON SHT. 2 (W PER PLAN) . DETAIL ON SHT. 2 . ` P • M • N 0 • 14022 20. 00' 07 - 49' 16. 9-5' 20 - CONST!W&fVA710 I BU5 OA r-I�HI'MRIV44 /E(MCS/f/ED)PER G/n'S7?7•D •No.//9 RNO Q INSTALL 16,000 LUMEN STREET LIGHT WITH CUT-OFF LENSES AND 4 XrA✓c OIVS# '2• APPROVED - DATE c� lO 20- 09' ,;7" /70'00 60 ' 6/' •;0.69 ' FOOT MAST ARM UNLESS OTHERWISE NOTED. (TO BE PAID FOR BY THE 2/ cm jo ANE E)/5TA•G•PAvEMENr 7bL/M/r5✓`10VAIONTHe*,044N(O.10*/NGLEP17/, 4�N//►'•w/OTH). DEVELOPER AND INSTALLED BY S.C.E. ) . CITY ENG I NEE RCE No . 24959 �� 2/° ¢O' 20" 170 .00 ' 64. 90' 32, 54 ' /O - CONST. 4" THICK P.C.C. CURVILINEAR SIDEWALK PER CITY STD. DWG. No. 103 i 114. SEE LANDSCAPE ARCH. PLANS FOR SPECIFIC DESIGN MADOLE a ASSdVA1'ES. INC. RECO ENDED K /9°32 '37" /34 52' 45.88' 23.17' CONSTRUCTION DETAILS AND QUANTITIES. 6(t OF 1'HE INLAND EMPIRE Z.• � Q CONSULTING CIVIL ENGINEFRS © 78°18' 47" 20.00' 27.34' /6 2q ' �( -CONST. DRAINAGE INLET TYPE OL (W AND H PER PLAN) PER CALTRANS AND LAM PLANNERS STD. D72 AND GUTTER DEPRESSION FOR TYPES OS AND OL INLET ON !/dl� PG.G. 5/Of�s�.oCX /'�O�/ Gsyc�/T DRAWN 10601 C"CH STREET SUITE 107 SHEET ® ,�y irl avoGE ,o�soa/.qr�5 4 L��G fl y_�p96 MNCM CUCAMONnA. CA 91730 GRADE PER CALTRANS STD. D78 AND DETAIL ON SHT. 2. 6f'9 1909)946-1311 � Q#F /7 O BY j2ATE 8- TE 9EV15101V OE5GR/F'r/O/V CHECKED r` n'`�''�''� RCE No l�/4DRAWING NO . EfiG/NEER G'TY ^/P/'RovEO APPRollep D TE 131-95 FILE No Q -769 /555 sP• S i RE E l PLAN Sl A.84+ 15 TO ROCHE.SI ER - 23 [0,27; PE : 1072 510 17-De o-94 12:06 PM / 12Er 1 L72- 1 DWG. DATE: "95 CITY SHT . 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I 1 ! ! ! 1 1 1 I ! I (Sd LE zoo/) i. 5"( a•Lw/) 4. (25 LW,l) 1^ (s✓£z 16a1) _ ,5'6-�s�FfLoZ/) — ,s6-(IV�Loz✓/ — I(�l£9•LOZ/) « 00/ _ — ,5E/- <s.�Lo loa/) ��._——_ ,5'El-(s.,/�i•Lo2/ 1,�_ ,5 r/-(sJLZLoy�) :_— —_ ,5•f/(sem Lf Lc� �_ _ L5 Trw L9• w ! (2/LLLAW/) T (71 Lp Codd) � I 1 1 I 1 I N ,s•6E- I ,s6E ,sem- s� ,5��) � Q �oIrk a13(SS'910L/) CAF(�•900✓) sk (w•9ozl) �(OP'9n.70 ONS 70,v 1S1X34 r law,/ IV Y6;;--71( M/d �( 7.N lsix3� M/a� .c7.N ls�x3� /F '940/ /b'9001 • .O o O � O � O • /y'900/ 6=119.9001 %11919001 bn'LOW/ ,5' 9- O,1 8/. Oa/ a IPP a A4/2'X7—Al dOdol M/A' . 7,Al Waalo(- --M/a' A7.N io'Da/d -- -- -,4*.(7,Alat'i o I I I I Vo N � N •� N 'N N N BENCH MARK : GENERAL NOTES : CONSTRUCTION NOTES & QUANTITY ESTIMATES : BENCH MARK N0. 96-8 AT THE NWC OF HAVEN AVENUE AND i . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE5E PLANS, THE CITY 19th ST. . 44 FT. W. { HAVEN OF RANCHO CUCAMONGA STANDARDS. AND THE STANDARD SPECIFICATIONS & 83 FT. N. j 19th ST. . SET FOR PUBLIC WORKS CONSTRUCTION - 1994 EDITION. CONTRACTOR ie/W O1 CONST. 5 A.C. OVER G " A.B. 36,700 Sr- DRIVE PIN r/ C.S. TAG IN TOP SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE AT THE E. END OF A HEAD WALL TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. l86 O CONST. CURB i GUTTER ( -A.2-8-) PER CITY STD. 104. 1, 200 L.)= FOR 3-24" CMP- ELEV. 1430.686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER popFpiCgT/bN TEMPORARY BENCH HARE � POLES. WATER METERS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 1 44 O3 CONST. CURB OPENING C.B. PER CITY STD. 300 & L.D. 6A • 1" IRON PIPE AT THE CENTERLINE SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN CI.R ?X/Vow PER CITY STD. 307) UEC- 15 . INTERSECTION OF FOOTHILL BLVD. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE PuTURE 1A."rA[l. /6,&00 LUMEN HP,5V 5T�eT WC-Afr 5Y 15C�, AND ROCHESTER AVENUE NORTH REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO ( vy�cc /2 , 32 32 /2 ' O rAID •wo C��eOI�v.4TED ,esY THE o LOP�e . 8 � - SECTION 6, T. 1 S. , R. 6 W. , COST TO THE CITY OF RANCHO CUCAMONGA. r, Is.8.8.& N. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM I L I AR I ZEA SO Cox/BT. SIDEWALK P M CITY 57o. /05 . OZ,,44,0 5.P= ELEVATION - 1207.36 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 4 G" DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY �� I O6 CONST. BARRICADE PER CITY STD. PLAN 131-A. coo 11-p. FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. %,Q�/V I 2 i 2 Q�� 0 IAISTAL.1- BTI�LT NAML -914, PJC G/Ty STD. PL4/V 2 E,4. 1 0 04 „ A/O 4o/-.4 401 - 15 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ` /43'/•MAI. 14's/Af��v. y �� e�vEe,. e�Aie �. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION © - %y ® CONST. DR/VE WAY A PPROA C H PER C/TY STD. /0I-C 4255.F. WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5 �� O9 LOC�frPEXi'sr. 5T UG�j�-��3&HOWN(�3Y 5CE �` 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 11 © � BY �E�VF�-O. - I R4/D FO'? �' PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT f• T I ! Co• CONST fl G•R[-f ESSRL�M/�P RCa+Ty.57b DN/G.�tOS,�O2 Jtf03 Z �i1 POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 5 O i THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 2 1 CONST. JUNCTION STRUCTURE NO. 2 PER CITY STD. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. PLAN NO. 331. 6. ALL SEWER . WATER. ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, TYPICAL SECTION MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I ©2 CONST. N.M. NO. 4 PER CITY STD. PLAN NO. 321. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. NTS 32 121 ©3 INSTALL 42" R.C.P. D-LOAD PER PLAN. 34.6 L.F. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 1 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 4,5' 24 INSTALL 36" R.C.P. D-LOAD PER PLAN. 37 L.F. THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. LEVET_ L11JE 2 \ 4 25 INSTALL 30" R.C.P. D-LOAD PER PLAN. 3L2 L.P. 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED2 15 L.F. " 26 INSTALL 24" R.C.P. D-LOAD PER PLAN. TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED p'0�' 1.43% 1`` TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT �� ' " ?i PAVING. 27 INSTALL 18w R.C.P. D-LOAD PER PLAN. 35 L.F. � 'S� ..A: 9. PRIOR TO THE INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL S O CAM5T. 15MIC- C � A10M7-AIK PLUr- AT tn"O OF PIPE 3 EA . BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA- TIONS ETERMINA- TIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND ® ^A/V7' STit'EE.Er Ti'e' e PrC A107G5-1 AN0 24 f.A. EQUIVALENT OF AGGREGATE BASE. LEGE/t/O NE,t�ual 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TYPICAL SECTION sAw-arr gato✓CrX/6rAClaAV ,415%T'd/UOCUf04�OU77ER W 17F. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO C0A/5TAj07'/0/,1 OF JTKUGTUCAL sECT/oAj . FROM STP. j'6t-J9.00 TO 5TA . 15 + 17.00 (r.�[lGV-GL/ 1 a rRDM�x�ST GUrrER) 1 1 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS N'f CON-1T. 3 A C. QVCT 4 "AS. 2,325 5•F OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCr,S WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACT'URER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SOtiT/�aT/V r�C.r.0 /l p p DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS N SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED EXISTING SURVEY MONUNENTATION UPON REQUEST OF THE INSPECTOR. 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR I HEREBY CERTIFY THAT I HAVE IDENITFFIM AIL SURVEY TO FILL PLACEMENT. MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY E}QST IN 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS t SITE PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. FOLLOWS: 19 SHFINAL PLFACE LAYER OF CONCRETE I TRPAVEMENT WITH IALL NOT BE ACED UNTIL AUTILITIES L UTILYLLATTERALSWN THE ROADWAY HAVE BEEN INSTALLED. ALL ON-S?TE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE DATED: SATISFACTION OF THE CITY ENGINEER. J. M LE R.C.E. # 14814 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB. THE INSTALLATION OF STREET LIGHTS. STREET SIGNS. AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY ' STANDARDS. - - - - -0 9�aH ✓ OW " CLIEAfz, 13ETVVE M (p_-- ,KP Pe44ME_7F-p, (5('74 0 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY APP,QEI✓1siONs FDR TR 15174- AS el4o /V Gil/5NT5. 1 STANDARDS, AS PROXIMITY TO HARDSCAPE DICTATES. N0. DESCRIPTION OF REVISION DATE • - APPROVED 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS PRIVATE ENG I NEER' S NOTICE TO CONTRACTORS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES TOXICITIES OR NUTRIENT DIFICIENCIES MAY REQUIRE BACKFILL SOIL SHOWN ON THESE PLANS ARE OB 1'A I NED BY A SEARCH OF AVAILABLE RECORDS; AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT STREET AND STORM DRAIN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE IMPROVEMENT PLANS FOR R PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE . DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- ENGINEERING DIVISION. S I B I L I TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 5, NO STHEET 7NEE,5#ALL BE PZAN TEV INHERE THE CANTER OF THE TRUNK /S SHOWN ON THESE DRAWINGS. CLOSER THAN THREE FEET(3')TO THE FACE Of CuR8,l/IVZ ESS OTHERWISE NOTED. 14022 THE CONTRACTOR AGREES THAT HE I SHALL ASSUME SOLE AND COMPLETE RESPONS- STREET TREE QUANTITIES PARCEL MAP NO . IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT SYMBOL STREET BOTANICAL/COMMON NAME TY. SPACING SIZE �• 1,fESS/0 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; Q 4 '� APPROVED BY: DATE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD THE OWNER NAME ��•.%�L}� \� CITY ENGINEE �`� RC.E N0. 24953 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. '` �` IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING BENCH MARK BENCH MARK NO. 96-B AT THr. XWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. t HAVEN AVE. i 83 FT. N. m 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP AT TRF E. END loo' Y.G - OF A HEAD WALL FOR 3-24 " CXP---ELEV. 1430.686 � Q PZ = 3/ 5G � v v L 570 L = 57.04' TF RA-RY BFB 1W.RE C` 1" IRON PIPE AT THE CENTERLINE t(j O IN' .RSFG.TION OF F007HILL BLVD. O l�•� 4 a4 Pt. L•5� 96 AND R0C1`�'STER AVFNCtE N0RTF3 IV D.G. SECTION 6, T. 1 S. , R. 6 W. , � v I 1,55 N �j o� o Q V % / %'a q4 ELEVATION - 1207 .36 % (� VX<1! V3 K D•4-.3 ' , o� «0 M 61 N vN . + _ V �= o.C. — RC1 ST. �1CU[1,Up @ rte/ W - - o c�,Bio --- I Q,•�V j L - 380.96 ' ©.C. V G b � 29.0D -� 741 :r 10 cil�x�sT �I�OUNt� . /00 V G 1 /01 rA4J co V TOP Ott Pf OP a v 1lJ o 1 y - o•40 % v � � � n v 6) 1230-- IfX15T MAID >8� m F 'OFIL.E 97 /. NOR. 1"s 40 3: = VERT. 1 24 - lo /i l2 /3 14 �� b6 » l8 ?� 4 �O SPE OW6. tib. /.555 , _rx/7: .9 OF 5 � N 90CHE97ER AVENU5 ,ci7-REET PLANS lu N a� 28 ' o' II�CLtF/�' l`?L.110E �." 29 (04 ' '� K v I I � \� �0 Q 20 IZ' U \ `30 4 W � / q I I _ f. _ U K J To 's — 2 � �� 4 0 33 34 35 309 � « ill p b I ,� 4 I ~ �I AI, 6 — _ ti �;� v g 10 a S a n ( S 2 -J� I I I V I ^ r ♦ \ 14 Al Ix �0 ILS -- ju p0 y_ 9 ! 7 0 19 N'lA 2 0� s 5 2+00 GENERAL NOTES - BENCH MARKO. lqlw 1. All work shall be done in accordance with these plans, the City CONSTRUCTION NOTES AND QUANTITY ESTIMATES: �- - of Rancho Cucamonga Standards and the Standard Specifications BENCH MARK NO. 96-B AT THE NWC for Public Works Construction - current edition. Contractor shall OF HAVEN AVE. & 19TH ST. , 44 be familiar with and shall be responsible for adherence to these T 5/ STREJETCONSTRUCTIONNOTES M1 _ FT. W. t HAVEN AVE. & 83 FT. N. , Standards and Specifications . i t 19TH ST. , SET DRIVE PIN 4 0 -Irv, /5'-47 4' w/C.S. TAG IN TOP AT THE E. END GM 2. All pipelines or substructures of any kind, telephone or power ,� ,t, �- CONST.4-AC.OVER 6-A.B. 4�, s'' I OF A HEAD WALL FOR 3-24" CMP--- poles, water meters, valves, fire hydrants, etc . shown or not En/sr. �/eOU^�a CONST. 0.10 MIN. A C.OVERLAY. -- - 34 727 f Q ELEV. 1430.686 1Ja COLD PLANE EXIST. A.C.PAVING. b,700 5r a shown on these plans within the right-of-way limits or in adjacent 4W.- � �,� .-` `� CONST. 8" CURB/24"GUTTER"A2-8"PER CITY STD.PLAN 104. 1,050 t_.,40 I TEMPORARY BEACH MARC areas where improvement work is to be done shall be removed, %QyF 0.si',a. �� (oa4�, I LEVEL LILAC �� " relocated or protected in place as required at no cost to the City `�� - - .�_"�_- - - - O- CONST. P.C.C. CROSS-GUTTER PER CITY STD.PLAN 106-A. ----- / E.A. _ 1 IRON PIPE AT THE CENTERLINE of Rancho Cucamonga. 22o%_3.slx - Jam_, CONST. CURB OPENING CATCH BASIN W/M.H. IN STREET PER CITY " �• INTERSECTION OF FOOTHILL BLVD. STD. PLAN 303,&LOCAL DEPRESSION PER CITY STD.PLAN 307, CASE"D . / AND ROCHESTER AVENUE NORTH 3. Any contractor performing work on this project shall familiarize = o � Ex/5r. A.C. �� I 7 REMOVE EXIST. AC. BERM/A.C. PAVEMENT. (o'Xo 4F SECTION 6, T. 1 S. , R. 6 W. , _ Ex/5r cum CSy�.C1�iL .ll� f1'I vEM6NT cu>•tE� 8 CONST.DRIVE APPROACH PER CITY STD.PLAN 101-C. U/1 5 f _ S.B.B.& M. himself with the site and shall be solely responsible for any �J �- CONST. 8"AC. CURB"DI-8"PER CITY STD. PLAN 104. /10 G/'` N r -5T ELEVATION - 1207.36 damage to existing facilities resulting directly or indirectly from 4 /0 ADJUST MANHOLE RIM TO GRADE. Grp his operations, whether or not such facilities are shown on these TYPICAL STREET SECTION - - - - - // ADJUST VALVE COVER TO GRADE. plans . ( FRC*1 STA. 11+40.00 TO STA. 13+50.00 ) !2 INSTALL 9500L HPSV STREET LIGHT BY S.C.E.,PAID -- 4 . A permit shall be obtained from the City of Rancho Cucamonga Underground Service Alert AND COORDINATED BY DEVELOPER. Engineering Department prior to any encroachment or construction wky E'LY /3 CONST. SIDEWALK PER CITY STT). PLAN 103 ;5ES DETAIL ON SHT.6.- 40005.f. with City of Rancho Cucamonga easement or right-of-way. /08' '�" /4 REMOVE EXIST. CATCH BASIN,LOCAL DEPRESSION AND CURB AND GUTTER I o Call: TOLL FREE /5 CONST. CURB OPENING CATCH BASIN PER CITY STD.PLAN //t�pEX �V�•QP 5. All grade stakes shall be set by the Contractor or Engineer. Paving S4' 5¢' 300&LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B. / Ems. stakes shall be set at all hinge points, edge of pavement points �, /6 CONST. HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102. z �4. NTS Nr( 1 -800 within 0. 01 foot of sub-grade elevation and at not more than 50 T 36 /B' /7 INSTALL 2"X 6"REDWOOD HEADER ¢�2 L•� ,��1�� 422-4133 foot intervals. Additional paving stakes may be required by G'' q.' y'/o' !8 EXIST. POWER POLE TO BE RELOCATED BY SOUTHERN CALIFORNIA IDISON. / �.4. City Engineer as needed at warped or vertical curve areas . !9 CONST.DUAL H.C. ACCESS RAMP PER CITY STD. PLAN 102, g1. z Exrsr GeouNo i 20 REMOVE EXIST. IMPROVEMENTS AS SHOWN OF THE PLAN. LaHll 9W TWO WORKING DAYS BEFORE YOU DIG 6 . All sewer, water, electric, gas, phone or other utility laterals, I I S b I 2/ CONST. H.C. ACCESS RAMP PER CALTRANS STD. PLAN NSP A88, CASE"C-(MODIFIED). 2,4. mains, or crossings shall be constructed prior to paving. GON9T CXlee 0RFW1M5 0,476,q AJ�1A1 �.e 017y OM. Isw e LEVEL UNE d 400.4L Pie C/Ty ATO. IR-10,A1 �Jb7, / �- 7. Compaction tests of embankment construction, trench backfill, Compacting original ground and all sub-grades shall be performed at 13 =-= so o�� no cost to the City of Rancho Cucamonga. A written report with o0 000 8 \ �(I 0 0 \EX/5r �I C. -I:•� EX/s,T C1/l�B these compaction tests shall be submitted to the City Engineer for Yg� f .9XISIVA . I currEa approval prior to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to v EXISTING SURVEY MONUMENTATION the City Engineer. Listing all tests or determinations TYPICAL STREET SECTION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY completed to verify stability oil content and graduation of asphalt ( FROM STA. 14+00.00 TO STA. 14+50.00 ) MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS paving. - STORM DRAIN CONSTRUCTION NOTES PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN 9. Prior to installation of any paving, a materials report shall be w'� E'G' t THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS be submitted to the City Engineer. Listing all tests or determinations R R* ¢/ CONST. M.H. NO. 2 PER CITY STD.PLAN NO. 319. FOLLOWS: 104' 42 CONST.TRANSITION STRUCTURE NO. 1 PER CITY STD.PLAN NO. 334. / • completed to verify sieve analysis and sand equivalent of aggregate base. � J CONST. M.H. NO. 4 PER CITY STD. PLAN NO. 321. /F/7. NONr- .941 10. Paving shall be performed in accordance with R-Value and pavement �4. A. !6' 6, 45 CONST. TEMP. CMP C.B. PER CITY STD.PLAN NO. 311, tests taken to determine structural sections prior to final �- INSTALL 54"R.C.P. D-LOAD PER PLAN. /vo y Gj 6 4 ¢� 47 INSTALL 42"RC.P. D-LOAD PER PLAN. 106 G.f DATED: Co+��7R�/GTID�II of aT1�Ucrv1�� 3ECT1oN • J MADOLE RC.E. # 14814 /sr�'�� 8 INSTALL 24"R.C.P.D-LOAD PER PLAN. /7¢ 4.,"' 11. When improvements are to be laced on native soil which consists of --�_ � 49 CONST.BRICK&MOTAR PLUG AT END OF PIPE. /�� p p �' ✓r0 REMOVE EXIST. 24 RC.P. UPSTREAM FROM 0+48.00. t/2 LF. a rocky material, the sub-grade shall be prepared by removing I ' rl 4-C•0VEAL AY � 5/ CONST. N EA• all rocks which protrude above the sub-grade and all voids or y• 1.EVEL uNe 0& � e.tS� O- CO S . CO"CREPE COLLAR PER CITY STD. PLAN NO. 329. 2 L -� _ F. :y 52 INSTALL 18 C.M.P. 5 G depressions shall be filled with a fine grade material of a quality on' y, '- '2 o Z 53 CONST.JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331. 4 Eq OtiTMG /Qi�/ .�/L AO better then the native material. 7 c� dv_,�r 13 _��`_ _-- - ____ � 5✓(,�N'ALK S4 INSTALL 18"RC.P.D-LOAD PER PLAN. 58 G•F C O - J llfEb.� 1'^ 14r7S) 12 . If the asphalt concrete is to be placed on sub-grade, a soils c�� 2 �Ex/5r�+•c. '�`'I AvEmevr o 1 6�/sr eves sterilant registered by the E.P.A. for use under A.C. and P.C.C. �` 8 P shall be uniformly applied at the manufacturer' s recommended rate 4 for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the TYPICAL STREET SECTION A convenience of the developer, the contractor shall make his own ( FROM STA. 15+00.00 TO STA. 22 t 87 03 ) determination of constructionantities before submitting a bid. r'.J qu g Any item of work required by these plans which is not specifically N listed in the estimate of quantities shall be considered as included in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 u and 402 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions �' ' i shall be promptly submitted to the City Engineer for approval. 0 16 . Work site and exterior streets shall be in a neat, clean, hazard CONSTRUCTION NOTES FOR STREET TREES: free, orderly state, through out construction. Site shall be cleaned KEY MAP NTs upon request of the inspector. 17 . Native soil to be scarified or ripped between median curbs prior to fill 1. ALL STRftT TREES ARE TO BE PLANTED IN ACCORDANCE WITH C Y placement. STANDARDS. 18.Contact underground services alert as required, two working days 2. ALL STREETTREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY prior to excavation. Phone No. 1-800-422-4133 . STANDARDS, AS PROXIMITY TO HARDSCAPE DICTATES. 19.The final or surface layer of asphaltic concrete roadway pavement 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS shall not be placed until all utilities & utility laterals within REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL the roadway have been installed, all on-site improvements including all grading have been completed, and all unacceptable parkway and atr TOXICITIES OR NUTRIENT DIFICIENCIES MAY REQUIRE BACKFILL SOIL roadway improvements are removed and replaced to the satisfaction AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. of the city engineer. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 20-On the interior streets where sidewalk is adjacent to the curb, 10' 0'- 3.: ' �• lotENGINEERING DIVISION. the installation of street lights, street signs and fire hydrants ,S NO STREET TREE SHALL BE PLANTED N/HERW CENTEIT DFT14U11/K /5 s' shall be located behind the sidewalk. CL OSER THAN THREE(31� TO TNF FACE OF C4J,58,UNL F950 T11,rR WISE NOTED. I STREET TREE QUANTITIES � 2L� 7-744 /1 S5�/A>�B. 5.G _ AOt� !.G�vS/',�1/CTio/v �voTE ZZ 4AIV �c ova SYMBOL STREET BOTANICAL/COMMON NAME QTY. SPACING SIZE Q ,P,-V/�Eo Qu,4�v>7T�c5. I Asir 3 •-e.P . _.--r. NAME NO. DESCRIPTION OF REVISION DATE CITY • �oGyCSTE ��'q�yGHiTo�/ F�R/�iv�u5 y APPROVED. �► PoeLK �T7 L-E TiCE� / 23,1q 'IO O.G.M/�f/- 24 6W' G ¢2~771 rUc� U 4 2 �Er/Sr AG J( • , �E�� 6Eat°'57 �1/A /NOiCr9G.aTAwe34" EA. 20'O.G. T A C,�,P c.B. g , f�VEMe�►� s �.,. (K�` G,�/'� MyT e�t?FES�/. CITY 0 RANCHO CUCAMONGA STREET AND STORM DRAIN TYPICAL STREET SECTION for No. 148141 IMPROVEMENT PLANS FOR ( FROM STA.22 t 87.03 TO STA.25 1-37 eo ) 40tE*3_31�.� sl �,�„� ROCHESTER AVENUE PARCEL MAP NO . 14022 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR NOTICEAPPROVED 8Y: ' � DATE: 6 CONTRACTOR SHALL VERIFY ALL CITY ENGINEER/ l� / R.C.E. LA0. 2495-4THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONDITIONS AND DIMENSIONS STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- AND SHALL REPORT ALL DIS- DESIGN MADOLE a 0C1AI'ES, INC. RECOMMENDED AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- CREPANCIES TO THE ENGINEER N1LB OF THE TNLAND EMPIRE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING PRIOR TO THE COMMENCE.' AM 4ENT t�NBUM L CIVIL ENGIN FER6 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HS 1 s HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OF WORK. DRAWN 10001 OFl1RC�t BTREET SUITE 107 SHEET RAMPROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL E'FF t0 �3 49 8-131�1 91730 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE- OF WORK ON THIS / OF OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CHECKED 4�I�CrQ R.CE. NO /48/4 DRAWING NO OF THE OWNER OR THE ENGINEER. C/T� - DA -L 4 _ FILE NO/V�- �555 CITY SHT . NO . ZZ OF �.� r L=64,64' BENCH MARK 9/.6 V.G. u - BENCH NARK NO. 96-B AT THE NWC i = /4 r OF HAVEN AVE. 19TH ST. , 44 dj4 0�4 g/� FT. W. 4HAVEN AVE. i 83 FT. N. r = kl v i i } 19TH ST. , SET DRIVE PIN P1.=1207M / 1.�9-# W > /� 9 v W TAG IN TOP AT THE E. END cD u = a 1 C S. j G c 34.74 V L/4 L/4 L/4 L14 '� m �} I OF A HEAD WALL FOR 3-24" CMP--- 8 i o ti � } } ELEV. 1430 .686 + 4 4 /4 V a �. N N T/1 N• 197 . .S4 L T � tv c V Ul V aq S • 2,18°(• a -�'�" ( 1" IRON PIPE AT THE CENTERLINE N 6 INTERSECTION OF FOOTHILL BLVD. N � � o cv � �j Q, Q Ad / ��j V N V W via _ w 7'G. 2 + J N 'I� AND ROCHESTER AVENUE NORTH M P ^ a4 ` p .� Ls.594/ �� y SECTION 61 T. 1 S. , R.6 W. , n K � � q, n '� G►. / S.B.B.i N. r �' O `. 014 014 6/4 �l� .. t_ - - - --- --- - j 1 n , ELEVATION - 1207 N a Q `,-�` p•�7 !o 1, tlr+N arm. v J oma""` + TV .36 f `. •:v � � � ,C PrwFME�T o.f d p `� cq �- t N e f 0►- - H WEsr Wev,8 8 � roto or mopo�590 C0057LOCAL wEST c%ITe M o s N 1.2� 2.44 l•� -. ' ` ` (2.26, • Q. # ) 8 2 n • '1 0. r4 ° o (o•Q6 (0.58 e) N °0 S o a p` o a ,85 •�' X26 / � �, N : 1 } 14 v v 42 2 o ., EXIST F'5. @ Conry r X2,04 N I : � 8 ° ` � � `" ► � $ �° � - - . 4°•� a °° � ° t �1225 1210 ` _✓2.42 •) o I H X/57. s. EXE > r , 3 ob /) U Tip o �x�s . � �, � � .. 4 �sr of � ccw5r) i P � e I �►�5T' GC/R,B N �, _ Six _ _ 42-140 _ _ _ - _ r, a „T >u TDP 0� '1��5 � � �� (o $b�j y � � G=54.98 a °�a a4 a/a N N mem FAST CURB _ ��224 °• M w O i' N q� N - �rr8•' `O O y 1,4,q,c : 5"- $" v �`� `)� V5 � �� \9 i �Q.2 '� � \ N kt v. d/q &/4 e!q �rQ °Q' M� n� Vi ^ o ' ` . �,+- O N N �' `' >� ►��"� ,� Vel yj NN `" p <t �' �� .? �° off• �' cj of �•°, I ftOF'I LE SCALES: ( } { tIORIZ. I" • 40' _- _ . ___ _� ___ # 1 ' V 4' 1 RT. M � ' /7 sEE l�W6. NO. STEM CONSTRUMON NOTES , .9yr. 6 O� /7, a NOTE : 5EE sNEET lvo. 6 FO/e f�DTH/GG&1/O, sT nANS,P.M /4022 ►2 3 $C.CLE./�=moo' S�OEW�tGK CON5T1euCT/oN I _ 0- CONST.4•A.C.OVER 6"A.B. Q CONST.0.101 MIN. A.C.OVERLAY. 5�. r o- COLD PLANE EXIST. A.C.PAVING. 4 CONST. 8"CURB/24"GUTTER"A2-8*PER CITY STD.PLAN 104. NST.P.C.C. CROSS-GUTTER PER CITY STD.PLAN 106-A. • I II I � 1( � � < ^ M \ Ta- REMOVE EXIST. A.C.BERM/A.C.PAVEMFNf. I + I I {� � 41 p � ^ 20 !O 20 � � 43 0 0 a ti N O �9 - CONST.DUAL H.C. ACCESS RAMP PER CITY STD.PLAN 102. I v I F ( Q \ 20 REMOVE EXIST. IMPROVEMENTS AS SHOWN OF THE PLAN. �1 N1 , *+ '� i- '� fi' I I V I \ v '1• 2 CONST.H.C. ACCESS RAMP PER CALTRANS STD.PLAN NSP A8E,CASE"C" DIFIED). ►. N•e �, -+, �. �' y op „ . , C Q' O ADJUST MANHOLE RIM TO GRADE. H '� '� b 1 ! °p ^ `c ADJUST VALVE COVER TO GRADE. g tl I\ \ a 1* 1 �11.� 3 riot- cu+rz Z 3 !9 o ,W %A !/ % Trot w c 1' G w surl-�f< u /3 I PRoP s4 RC,p +. m 19 �� G �`t`.Nx h \ Q !Q INSTALL 9500E HPSV STREET LIGHT BY S.0 E.,PAID / vXi _ # 9702"URIA/N � N �� o� ' 1, � 3 � �� 3 �aP w'L r R '' AND COORDINATED BY DEVEI APER. ' - • ACONST. SIDEWALK PER CITY STD.PLAN 103; SEE PUrAIL ON SHT & REMOVE EXIST. CATCH BASIN,LOCAL DEPRESSION AND CURB AND GUTTER v - u •-. i l • 6urTE,R ly CONST. CURB OPENING CATCH BASIN PER CITY STD.PLAN Wit /�' �,\� ks= / �4 nv� - _ - ' ' �, f1' `.` ' -z --- _ . -- - 300& B. DEPRESSION PER CITY STD PLAN 307 CASE B LOCAL D -- -- - - ---- - T- -- --- -- - -- - - - CITY ____.� ---T _ _._.__.. _. -... _....._a _.....,_.. _ .. . .. _ ., ._ .._ __.. .._ _____ ..__-. . - ._. _ _ _ -- -__ _ �?� _... _�...., ..- ::_ _w... -. .>._...� CONST. CURB OPENING CATCH BASIN W/M.H. IN STREET PER W i t - Q/O.2lTG; ' `?1 '/ t � c =r-c-�s a L 7 G ^ -.--�-- -- --- - - --- �` - -- � - -- ---- - 1i�5T,W�,Y /I22-D3 TC �' w• ✓�//./7 T ,,� E 303 LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE"D 0 s_1 A°�.S4 f .50 r t - � �J�� -- h - --- Q // ; `PRO. ¢ ✓ n . J Z2 GOn/ �t'U G1�iVING �l I { d' U d� O(,.«G GSE '3Ali N / .+ !i/7y CT- �'-/i f• a �-Fo .: - �� " GONST� GT/ � 'a'�" ,. I' ��,1 V�°•6 y D a" -w��^ - r,+er -��.x/ST• GURB l�urT� Fri -_-_ - � � , � '� � 11 I \ \ � j \ \ -_I � I � � I - - I I ( � - -. \ 5 � I - - -� � EX("bj, Si.�Evbi9_� ��- • . � � _ '� v EXIST. E•Lr R/��, 15+4�,5B Fk%RL6.R&140r�C� '� v v � of Ex ST�n� v.;BE6=NEWCOW. ! .► `Z 7 rG•12/2 90(t) ! I y y �� , \ T i yp NOTE- /Ot67 A'J Ac/g END R9A+by�tLf- Pee SHEET G Oi!o F�•C' 'S/vCir�•4c K �►No `I O }: Z ofEx/5 /ntP@�✓.; Jo EX/5I[, - l 3 �i�► N O v, O ^ 9T��T' T. E GorpcirT�o^/ Lj rc;!2/4.99 E - I I ' • �, �p I I `� N `' 1° a �. ►: v N /ot Ts•oo BE6. 6urTE� »s/ i fi V I I , ► c y Zh N a h `� (�rH s/�s�;l2/s•59 rc;/2/5/7� - -1-a i �, 1A - t '4 2 ie k �C T 1n I� , n 11 Z lR Vv� �t y, k W ►. / ( I I 12 I I G,4TGf/ B4evAl 4NO GON�T. Alc7X- ?1 11 3 I I a 1 I v W g k tr EX/Sr GUR6 GUr ENL �Tr I I O� Uri •V •w VIS c� �. 7AW-4,,JowC-XlSrCg•f6arr�; .ao t l2 K If2Ii l8 /8 I , • o�� °� � .� I 3,� C v, ci r DESCRIPTION OF REVISION DATE SaJ\ X O x $ , ' Ho APPROVED. fyAQrrN �l6 521t i P/!6•ol iE, 60 ' �o�� , 0 cxERvrL srfeEEr CITY OF RANCHO CUCAIIONGA �• �� -' \ y � W - r1 / - (5EE PRof/GE U•✓5NT3) �` ° N ' r � FOOTHILL- ELVD. 1 N FRI 1-� r r PLAN AND PROFILE �r=_--- ------�} ' ROCHESTER AVENUE - �- - - --- ocl$r WAS PARCEL MAP N O . 14022 _ surraOf F�3t T NOTE ��r a c►� �o � ��iG ar„w.4� �� Q �I APPROVED BY: DATE-, .�_ n0� EIYsT. -- - --Gi� A'VO �TirG�T !Xr'/T ,owr,4 FO.< �ltXi/C!ST��- CURVE DATA ,, o� a �ss,a,,; rltTop `Y �• �, �(, h 0 �. \\ CHCR✓iL //VTE��Cj/Oi[/. ,` S e*� CITY ENGINEER RC.E NO. �^"P 3 �DgUc�� NO 14814 DESIGN MADOLE t lav CIA1-E8. INC. RECOMMENDED DELTA RADIUS LENGTH TANGENT U ++ ac OF 11 INLAND EMPIRE �0 m 3Awnlr NEAT vi t•* SS '2 3 7 ' a3 t ` 7 �' STRAIGHT L/A!F 1 F'�•�=31_97 �o Mg ooNec4TTN0 CIVIL ENo11�1A8 L-t-t- B 89° 26'S5 35 Do ' 4. 64' 34.66 14 * DRAWN 10001 pmt VNGAfTRrFT 91 107 SHE E 1 C G o °33'05 ' 35 Do' ,;g 3/' 35 24 _ O 7 l0 ofVI�, ! � „a •irao 2 OF n of oo' oo ' 35.00' b¢• 98' 35,00 ' DETAIL A-A ' • CHECKED DRAWING NO ---- R.C.E. NO/ 14 NO/� D E 2-7-60 -94 FILE CITY SHT . NO . -2-3 OF , • BENCH MARK BENCH MARK NO. 96-B AT THE NWC POR,to t OF HAVEN AVE. i 19TH ST. , 44 :5�0- 98' F X 1s.�01J/llll. pI. FT. W. t HAVEN AVE. a 83 FT. N. 4=94.98 12/b-4d 19TH ST. , SET DRIVE PIN VAR w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--- ELEV. 1430. 686 1220 6/4 A14 rOp o EXIst rK CURB I" IRON PIPE AT THE CENTERLINE INTERSECTION OF FOOTHILL BLVD. } . N • "� a, ` =? W °' `�,``" u'a H� AVENUE AND ROCHESTER AVENUE NORTH SECTION 6 T. 1 S R.6 W F 4P V y,) (1'i,4¢3;I a To,p o � �: s.B.B.� X. 3 __�. ___ - ____ K_.�. _ _ _ _ _._ _ -_., � .- -- - .__ . _ .. _ __-. - -, -_.� __�_ __-. .__,. . � � _.__ _ .._. . _. _._. ---- _.-_ _ -T :- ELEVATION - 1207. a 4r ff � Top Crprl4P : ,�.�. o w CURB N o ci FST � ,. T>v+'• o.s�/ r�tn► WAST ARB N N ' F – s p p pl.=l215, Q ,`, N { : ' Q •,tjg/� - - 1920 - * N IQ a f { I p} oq �i "3 $ In a�i .. `�° jt'4+ = ¢/• „ O r 1 + { } ifs l-0.40 ) C-o,6• ` 0 �l p °tea t 950 �° (2,56 �° °� N : 10 C3 44d fo 'TL G.� ,, �.0�%� pate• . ` N �, vAe.6,f f a �-- ' o F T ✓, @ EX1�T a 2.30 ° ��.q� o y �3'a e " TOP OF r0r, ' fi N : ^ X2.30°I• N l 4 � r o� co>nr5r� p N _ — ^ " N : a f `� "' SQurK cine 11� �v \< �.2 / � •� � . /2• '( � Oma. � : : _ � ' � �� \ 1 , • • 9 N J . . _ i 17 MP OF p ?4 41 .5061rH MRS ��p �X �. T tpil� oto f REE �/GE PROFILE SCALES HORIZ. I" = 40' 1 Ri A t o ° . � s .. .3 � Rt 4 ^ VE L �' u 20 2/ 22 !4 /� /2 C, v S3 POPLAR �R?t�E M ,SES' ,C.w�'. /tld. Z7 a1T 2 CF 41 STREET PM/y15 Nti o: N 4 . n � � � � � (� Joh A►trrccv�M�v r R�tts�j r t � a � ri R?a° �' `�` \ M,i*LlcV°,P�,/,v 0 \ w1-rR/w ` I N �� —� FUTu> r^1�RB I FLlTUR1= C-UKE5 3: L ot _ --- —- - - - — _. 4 10 1 u� MAST slor� /QZ3-D2 t r �� E1V5T 6+''L �W CSP` ��° ' `0 5 L7• N $�� i :p g R c ! �� 17 .I 4. 2 4h �� ' �- `2 µ oo°3�3_'P�-' . _ :`—'— to - - ao - sF l . T— . _ _ _ - - l�j ry'1, � T � � 6'� -- - -�'O > 7 I 5T', t � "'�" —` 4� � r _ yi !0 3 v5r cu l6rrr�R `� �Q. `- W cF� �m W _ `� + r — - - — ----— — — — - - - r No r 2 P h _ r v )VO- DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCA� 'ON�� 0 C ff F F AXT 1 F ,PLAN AND PROFILE STRUT ryTNIZMT JC`TMX N=S OF g1 O' TD Q.SS, /�-- CONST'.4"A.C.OVER 6"A.B. ROCHESTER AVENUE CONST.0.10'MIN. A.C.OVERLAY. -- -_ 4' 3� - COLD PLANE EXIST. A.C.PAVING. PARCEL MAP N O . 14022 .CONST. 8"CURB/24"am-ER"A2-8"PER CITY STD.PLAN 104. T CONST.DRIVE APPROACH PER CITY STD.PLAN 101-0. OfIss APPROVED BY: - DATE: 5! ° 14'?,- " 60•o0' .68.66' 28.77 ' �� 9_-- CONST. 8"A C. CURB "D 1-8"PER CITY STD.PLAN 104. _ ADJUST MANHOLE RIM TO GRADE. �►�lT 04( CITY E N G I N E E `� RC.E '«+ 3 ® 90°00,00 " 8.00' ' X2.56' 8.00' � �' � �' � �`" �°' Q ' 1c !Q INSTALL9500LHPSVSTREETLIGHTBYS.C.E.,PAID G DESIGN 11ACOLE t AfiSC1e.tA1E , INC. RECOMMENDED © po"00 '00 " 99-001 94•j8 ' 3S.OO Q EAST. A.C AND COORDINATED BY DEVELOPER. 9 Na 14 814 r., OF 1'HE INLAND ENP I RE ' 14.� CONKLTINO CIVIL DMIPFTRi CONST. SIDEWALK PER CITY STD. PLAN 103; sly OMA/t- OH!a#r G: Ew .1-3/-�7 pro uw PLAW"S * DRAW 10001 CHRM /TRM_ bU i TE 107 S H E E T CONST.HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102. _ C f Y 1�- a to Cuak► k. CA 91730 07 INSTALL 2"X 6"REDWOOD HEADER , `'�' �r` Mg)94e-1311 3 �p KeDw -- EXIST.POWER POLE TO BE RELOCATED BY SOUTHERN CALIFORNIA EDISON. I OF OF—- H�-K CHECKED DRAWING NO SECTION "A—A" DA 2 - 2 G - 91r FILE N0 X5.5.5 CITY SHT . NO . OF -77 SCALE: i' - 40' • mor A r XT or TRIO rLAN A/0r A fpAXT o1= THIO, rLAAj Z N• 10 04 H o r—-+ JI 11 d 11 11 11 O 04 a L O ` a 10 00 11+00 12+00 13+00 14+00 15+00 14L- 0 17+00 18+00 19+00 20+00 21+00 22+00 ROCHESTER AVENUE 0 SPECIAL VOTE: AOREFER TO R06HE' TM AVbMUE PARKWAY PLANK P1?EPAReD E31/ LANs CONCERT.! FOIT E�1NAOCZP PAVIU6 AREAS AMP STREET TREE LOCA-noNS. MV67. No. 1555 -L O >L�F,E TO FV07f1/LL BLVD. P^r-KWAY PlAkm r",g AICP:j ay ZAlQD COAJCEr—A1 Mr- 0lJHIAA1CB0 PAVIAJC- AA-E S •4,C/O 579EE7' T�cEts L,0cAT/0 JZ ,DWG. No /555-L "c,/CG /Yl~G /GC Ono, 7vFUTU TiPAFF// 5/GvV.4L CGVVTi!'bGLG2. �7r11d //�G €'!cc !✓/�y Via. I3Ero,vp /v,w cr�•PC3 �TL� r,MTH/[.L j5LYD. i 1mU/ES7j-A _ 1�4'4, /GG Ave. © ® �2 G S/GN.�L. Co�vsT/cuCTleN itla7'•t'3 /. I-V5EL rlILL 00XE9 "MAT-PIC 'IC,V AL "GAILY. ' 2.ALL PbL!S) A*LJI PIWIEM', CGAt/OYl/T, P11L1-AAcE3 3A4 Uz? 1PUTP�5/GSL MATEAUALS fiNALL L� -S - PU,GUIs-!ED I />✓57AL,4- rZ!X CAI-Tr.,W-S ar,D. 1^ 0 f,AA/S 6rE0F/GAT10AJ5 ® O 3• O � 3, + 0 0 • �N E.C.R ° SIGNAL POLE LOCATION PLAN .0 �� 'r _ SCALE: 1"=40' ,6 CONSTRUCTION VOTES : a--- coot vcr 4"TWICK PC.C. CURVILIAIEQR SIDEWALK PER DESCRIPTION o f REVISION PLADATE APPROVED POLE LOCATION CODE ciry 5rn. DwU uo. Io3 � 114. See L,ANn�PE AIe�T�. _ - IJS FoR sPE%�. P.4V/�/G aJeLias CITY Of RANCH0 CUCAM0NGA(EXACT LOCATION W ENGINEER IN THE REU) POLE SCHEDULE ROCHESTER AVENUE SIGNAL STANDARD PLACEMEN HPS POLE DIM SIDEWALK OLE S . IDE W K & SIGNAL POLE LOCATION NO. DE0GR/PT/O.V 5/GNAL Gd/M/N.�J/,PE L UN I NA I R E i"!A5 �.PM M�4gr A.PM G t3 E A IS — i5 ' 3' �' — z� W PLAN ' - 3 '7 zoo i„1A V Y: ATE: ro- 3-P` �FL'��FSS1p ,�, � CITY ENGINES / t,GRCE No .2�9y3 � .• ,,r Y ..;,y — ZOr� k/ � � DESIGN MADOLE 6 Assoc T s. INc. R COMMENDED r. OF THE INLA MPIRE _ 7 zoo H/ CONSULTING CIVIL ENGIr1EER5 r AND LAND PLANPLANNERS^ / DRAWN 10601 CHURCH STREET SUITE 107 SHEE ff�l«L/V RANCHO CUCAMONGA, CA 91730 1, 4L,T_,,�� yG (9091918-1311 OC� CHECKED 4 RCE No AMY DRAWING NO . SAIT S-Zo- 9(v FILE No r6 2y �JSS * 40 HU-"LS EH AvE WE5' S ON . H �E - 2� ,v, moi; 10iL- 138 1H ia'i 9b 02 4b NN. i 12b 10/�? 1 PW16. CITY SHT . NO . 27 OF