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HomeMy WebLinkAbout1217 DRAWING NO 3S I - ((P - z0- CONTROL NO 38 ?39 y OVERLAY NO. 138 139 VA - .��...I .. r tl• DATf Br DAiE OTE Release_ Date SEE BACKBONE STREET IM- PROVEMENT PLANS PM 9192 - - - - - GENERAL NOTES S '7 14 7 M/r MJW BANYAN STREET s so 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA BZz PmTC WTTLITY 25• 25• PUn1C UTILITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. _ AND 31 WALK AMD SIDEWALK X8--1 EASENENT EASEMENT SH ET CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE I I 2 ZQ 3 ) STANDARDS AND SPECIFICATIONS. 3 4 s ) 5 7 8 9 16 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, s W 6 10 11 12 13 14 15 looms 1e 17 SEE BACKBONE STREET IN- VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-NAY 2.09E z o� 0.04 r'j- �.. 5 Q PROVEMENT PLANS PM !1!2 LIMITS DR IN ADJACENT AREAS WHERE IMPROVEMENT WORK I5 TO BE DONE SHALL BE REMOVED, 2 3 7 LEVEL LINEN t•7 0 1.7t - -- --- - - RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. y/Z S�8 B r 4 - S'F�c NO. _ 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR SHEET TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 12111jW ` so R��s TYPICAL SECTIONso 4 1 - --' ---� MAY. - N.T.S. s - 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY VARIES _ 2 7 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS ---� SEE PLAN FOR ANCHOR c 1 8 t AND SAND EQUIVALENT OF AGGREGATE BASE. 5 TOTAL LENGTH - 26 1 9 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL ALHAMBRA A-12668 2 OR EQUIV !3 X S' Y e 40 RADIUS 25 24 23 22 2 1 BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND - AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A A M A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR _ T !� s�o� �• APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. � • ? - - - _�_ _ T CURB LINE 4 „ - 0 foal �` � - - 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER At M 24• RC - - - - ----•�- - --- - - _�• , VARIES + �,: 33 34 II �� I H ANGLE M/CURB LINE 0 ripvp metl � rywRrES + ' I- _- - - I � • - - 2S LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, DIL CONTENT AND GRADATION OF MAY VARY % ro"vT A wT A 29 30 31 32 ASPHALT PAVING. II t 3 - N - 8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE _ _ 4• RADIUS � Sri �� S"� " fcow SEE BACKBONE STREET IM- 13 ! S• C.C. , �� ^�`�., �- PROVEMENT PLANS PM 9192 SEE -� SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ? y.�� c� SHEET N ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN !3 X 5' B _�_ _�- - D THE NATIVE MATERIAL. ��, 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE ANCHOR LOCAL DEPRESSION FOR SIDE Sro TfiiT�RFA i t,,vr'ivo0 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE !4 BARS CONT. PLAN OPENING CATCH BASIN PER STD. 518 MODIFIED � Q101�-10 CPS REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ( � 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE STRAIGHT DRAIN N.T.S. 40 36 35 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.. 39 38 37 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 4LHAMBRA A-1266B 5' 13' DETAIL A REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE OR EQUIV13 X S' INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN _ 1. H=4 INCHES UNLESS OTHERWISE SHOP ON GENERAL PLAN. COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 2. POINT A SHALL BE SET AT H INCH BELOW EXISTING BUTTER GRADE. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND A3. SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THIS LOCAL SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR -1 - DEPRESSION ON VERTICAL CURVE SHOWN ON GENERAL PLAN. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 24' RC Illi ?� 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. -� \ B I 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. �o ANCHOR 74 O- STREE'1 TREE 15. ALL CURB AND BUTTER, WHERE GRADE IS LESS THAN 0. 40% SHALL BE STAKED WITH 3 ' OFFSETS AT •4% 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. 13 1 3' C.C. R ADIU 21' SEE STD. DWG. 501 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET 13 X S' � � � � 7'5I �4 I/2 FOR INLET DETAILS SEE DETAIL 'A' FOR AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 " OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER A N, :•. � _ - - _ _ _ � 100 0 100 200 AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PkIOk TO 6 DOWEL . (SHEET 1)LOCAL DEPRESSION 1 =100' __ _ - PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. 14 BARS CONT, \ -- __ I'1 scale feef17. 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 MANUFACTURER'S �!• RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. PLAN B CURB LINE - 4• (TYP) T 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER, ANGLED DRAIN 4" RADIUS "-- THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ANCHOR T SUBMITTING A BID. ANY ITEM OF WORK. REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY II I FRONT OF BOX TO LINE INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF 6" 13 ! 3" C.C. 3" (MIN) UP WITH TOP OF CURB WORM:. 93 ! 6' C.C. I _ 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. 6" (MIN) 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. SEE W 6• • '% SEE STD. DWG. 502 3" .�� ANCHOR ° (MIN) 21 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE •' B DETAIL FOR OTHER DETAILS STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . C4 - PRIVATE V.ATE. ENGINEER ' S NEER_' S _N.OT_I C-ETO._ CONTRACTOR 24" RCP 3/4• LIP /� ELEV. SHOWN b• (MIN) - Q C o/V S;revCT/on/ AioT-ES c-oP/ -5-nee-67- TReE S - y ON PLANS CONSTRUCTION NOTES: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR i pLL s17Z£E7- �FeS IfEr ra aE- PCAeEo N uirl'•J e/r'y s/-,o. &ol. 3" 6. D JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL 2- �Z•�• cS7"'2�'T TQ ECS SNi9C� 4S£ dTi9ce-r�E�ci9nrr�� ne�o2r��.J� ra c/Tv sr-p (,os-i9. MANHOLE FRAME + COVER ;r T SECTION A-A (MODIFIED) Q 49 AC OVER 49 CAB PER TYPICAL SECTION APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE solL �E,�T��,Z•.�c. d Co..ro,r.o�iivv srr.•:Lc 'eE' /.�/ 01CCvz0^ivcc- t�/T7,' SE'CTion/ Le ; STD. 502 (SEE GENERAL NOTE 21) CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER z/Z -J•F 6F TT^C .577 ,��Rr�� sPEc�F-�C,vT�o�./S Foy Pu6c1c worzxxs dv.vsre7-0 0 � - • HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE 7�/PF r oe[�RH�e bo,L iamtnr�r»tn�75 sJ+'s'cc (�� c�aE-J� c✓ir7,• Ttse- z�r-,o o� 11' 3/8' = 1' 4 4 PCC SIDEWALK PER STD. DWG. NO. 310 4 311 . + / PArzr o2 V,4,v,� dole Ta 3 � � �/Rriv� ao/L . s+J� ��YTt•�o.��En,>s ^� rD SECTION INT 4 DETAIL H 7 STREET NAME SIGN PER STD. DWG. NO. 402 PERFORMANCE OF WORK ON THIS PROJECT. QE rnoQo�G,. y I.,,,Xe-n peloe 3• X 3• CONST. JOINT 1t '. �C/LT'. Z/4T7 o.ti/ o 0`94,e- s 7 72.Ez-r rs2-e�S s ►z� a 13 ! 6" C.C. FtrNr►e� STREET LIGHT (5800 LUMEN H.P.S.V.) THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR br-- 19-x( 1a4.2oAjuP"o •e Sole -vPe-/� 7b 1?fF Ciry lo 5?06 17aP, / 6• CURB AND GUTTER PER STD. DWG. NO. 303 FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO U.1 a Z 6-14 • In / 1 p� CONSTRUCT IDN AND SHALL BE RESPONSIBLE FDR DISCREPANCIES NDT SO REPORTED AND S. n�0 ST-12e-P-7- 7-ZEF SHvcIU dF Pc�9, -rT o c✓H�llE�- E- CE!�v7'Ee or 77+,�� 72c�n/�C is �[os�l2 Uj W 3" X 3" '',I `' •• (MODIFIED PER DETAIL J) (SEE SHEET i) n+,,,.,, �.J12� ,c�� (3•) 71a TJy�= �•�E aJ� c�JZ.s u�.JCEss on��2c.��sr ivo r�rte, °0 N RESOLVED. W = W CONST. ~ -�� ® CONST. LOCAL DEPRESSION PER STD. DWG. 518 b• /+� Sr:eEr-r Te Fes �+rL� dv6�zaT ro JvspFeno„/t AaCEP7YING�Lr 6yE CITY E/VC+iNE�� JD I NT ]" 1•q n s0' (MODIFIED PER DETAIL A) (SEE SHEET 1) p 3 <mo ENG I N.E_ER '__S.._ , NOTICE_.__TO___,CO.NTR_.A.C.TOR. p v 2 � t� 281 RCP _ _ - - .__ S N 5 W 6 3 3 6 21R- _ - • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES w W U / GNwrn 3 is RCP _~ a 6• ANCHOR DETAIL CATCH BASIN NO. 1 (STD. DWG. 502 MODIFIED SHOWN ON THESE PLANS WERE DETAINED BY SEARCH OF AVAILABLE RECORDS. THESE Uj L ~ _°LPER DETAIL H) (SEE SHEET 1) LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE Z = _0 m NOTES: SECTION B-9 CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR a a = ® UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE = a *�Z o 1. CONCRETE SHALL BE 564-C-3000. u a °5 0 2. TROWEL FINISH TOP SURFACE AND REPRODUCE U" MODIFIED PER DETAIL 1) (SEE SHEET 1) NOT COFTRECORD ORIONARY ANOTESHOWNS TO PONTTHESEECT NPLANSLITY LINES SHOWN AND ANY OTHER LINE N_ ig<� MARKINGS OF EXISTING SIDEWALK AND CURB. DRIVE APPROACH PER STD. DWG. 305 3. TROWEL FINISH( FLOOR OF OUTLET. BACKFILL TRENCH W/ CONCRETE AS REQUIRED 0 _ 0= m DETAIL I 4• PER STD. DWG. 519 W ° V, T.C. ELEV. _ = o a m UNDER SIDEWALK DRAIN TYPE C (STD. DWG. SOT) MODIFIED F- I- LL ,2 CURB LINE 0 79 srr,ee-rT�EE pE2 s7-7ZCtT n2Ce` Co n,s.-. Z =ZSCALE 1• = S' h/orES r/E2CoN.O ?vuP T/ZEE C/SCs/9C) -/s�. Q O N-�~ Q ESTIMATE OF QUANTITIES .,. (� 6' Qj Q Ar+mCQ'd,,or--' swCC7 Gv,+•� (l�vnc) - ZZ ¢.q. F- Doi � 1/� R 1/2 R CL 0)( (FOR BONDING PURPOSES ONLY) CONTACT„ _ ... THE FOLLOWING_ _ _ .. A S R E Q U._I.RED .,., ,� �yT o .vor�s y cr, tjw 4.8 . ,HOURS_._ PF2 I O.R _ TO E_X CA,V.A .. I ONe A�OED 6Ti¢E-pT-mess c C '� JO//O/BB 1 : 4 1/40 LIP TOP OF ao..�sucro.vrs iwC. 3-�-ate/ +"'"-"-+-------'------'----'-"---'--'----'--'---'----*'---------+-------• BATTER 6" 1/2• R PAVEMENT S O U T H E.R N CALIFORNIA N I A GAS COMPANY : ITEM DESCRIPTION ) QUANTITY ) UNITS SLOPE _ _._____._..__.__.__ __.._.........________ _.....0.......___.._______.____.._____ .. .........__ ........____..._...._.._ s DESCRIPTION OF REVISION DATE CITY .....""+""____.•.."."""__."..""_"""•""""................•_.__.._-+_-_•_•■+ c. 1/4• PER 1/2" R 2191 E. BIRCH ST. AwAlr,*ws7 APPR. I 4" AC OVER 4• CAB PER TYPICAL SECTION FT' BREA, CA 92621 ` Y - (SEE GENERAL NOTE 21) 44,953 SF • (714) 529-2889 (714) 529-2070 ----- ---- ------- ___- 22. CITY OF RANCHO CUCAMONGA - SOUT.HE,RN___CAL_ I-_FORN_I_A____,E_D I_S.ON_. _C.O_M.P_ANY s C =J z o d 4 ' 4• PCC SIDEWALK PER STD. DNS. NO. 310 L 311 : 12,121 : SF o A / :' rti� +------+-------------------- -+----------+-------+ • i 1351 E. FRANCIS ST. /f4/TURE) 1 1 STREET NAME SIGN PER STD. DNS. NO. 402 : 3 EA ONTARIO, CA 91761 TITLE SHEET O U w¢ W i ♦------+----------------------------------------------+----- 1✓ 1 15 : STREET LIGHT (5800 LUMEN H.P.S.V.) : 9 EA 7.S 25.5 -'� (714) 986-5861 6.)Q m V , .�o>_`-x +------+----------------------------------------------+----------•-------• CUCAMONGA CO _ WATER T E_R, D I S_T R_I_C._T_.s_.. �J MONOLITHIC 9641 SAN BERNARDIND RD. _ F!/TURE �I FOR 20 1 6• CURB AND BUTTER PER STD. DWG. M0. 303 : : i (MODIFIED PER DETAIL J) (SEE SHEET 1) : 2 424 ' _ LF-- 60 CURB & GUTTER RANCHO CUCAMONGA, CA 91730 _ STREET IMPROVEMENT PLANS J�=oW ,W s a x= +------+- ---+-------2--+--EA �.__.._._._........._.__.__.-._._..._._._.. _._._..._._.. _._ ..... ........... BEAN / Sc _�_� _ - - - (714) 987-2591 : 25 1 CONST. LOCAL DEPRESSION PER STD. DWG. 518 : : PER STD. 303 (MODIFIED) GENERAL TELEPHONE COMPAN :_._ 1 (MODIFIED PER DETAIL Al (SEE SHEET 11 : 0• s� > TRACT N 1 556 W f ¢Y= +------+----------------------------------------------+- -*-------+ 1/10 - 1 260 S. LOCUST, P.O. BOX 2920li0 = mo=o=Wow : 30 : 24• RCP : 49 1 LF : POMONA CA 91766 , Za ¢of3= h +- ----+----------------------------------------------+----------+-------• DETAIL J (eoo1 422-4132 ►� QROVESSIO APPROVED BY DATE _ LL =xo3 W c o : 31 1 18" RCP =_ 04 - ------------------'------3s- �-_LF-- + 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE PACIFIC_ _ __BELL.__C O M.P A N.Y_ :_ ��� Ey CITY ENGINEER RCE 12391 32 CATCH BASIN NO. 1 (STD DWG. 502 MODIFIED PER ' T 3939 CORONADO ST. �, G' a Q=�=Woo N : : DETAIL H) (SEE SHEET 1) 1 2 1 EA THAN 10 FEET APART. `p` DESIGN _ _ _-= RECO ME���ED _ ___-__ +_______- 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ANAHEIM, CA 92807 ROBERT P. KING - f � w,W Q= +------+----------------------------------------------+- --- (714) 999-5639 cc`+r A RJS - - consultants, inc. CCb oc W�¢3os� � w : 33 : UNDER SIDEWALK DRAIN TYPE C (STD. DNB. 507 : : : LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. ` D 355 E Cooley 11 92324 _ RIC IST ,,, aooecx= F 1 : MODIFIED PER DETAIL 1) )SEE SHEET 11 : 2 EA METROPOLITAN. . _ . _ .-_W_A T_,E R_. D__,_,..__._._.._-...._.....__..__ _._..._.._ , oo Drive.Colton,o California 1 UNLESS OTHERWISE INDICATED. ==aSW�W w +______+___ _____________+__________+_______, - 1111 N. SUNSET BLVD. (P.D. BOX 54153) (7 4) 825-2127 S DRAWN ey o c It � c � HEE ----------------- ------------ LOCATION MAP EXPIRES G/�D�q/ o s =z 3 0 m 3. PLACE 3/4' DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW LOS ANGELES, CA 90054 LM-SAS 1 OF 3 3:� ° 34 DRIVE APPROACH PER STD. DWG. 305 : 40 EA + LINE GRADE IS LESS THAN 0.40X. MINIMUM OF 4. NOT TO SCALE U== (213) 250-6432 CONTACT PERSON: ART KINOOP CIVIL a �!' �! R.C.E. N0. C /34 +------+----------------------------------------------•----------•---- CHECKED �1. DRAWING NO. W o W a~ o=f : 12 1 BACKFILL TRENCH N/ CONCRETE AS REQUIRED : : : a � P�- -- - --- --;-- --� OF CAIS 3/moo/i7 v� va�xc. LL R_�TD_ pw6._�19 ----- ----------- ----4�--t--�F_ , lF � DATE FILE NO. 12 / 7 74 �.srr:cs7-;�¢E�•r�z 7'>QE'�" Coves nrorgs /++t.CeU11, 37 DRAWING NO 38i - RP - .?J- CONTROL NO ps- 2)5- OVERLAY isOVERLAY NO. /tS ,215 W B' DATE B. DATE BY DATE Release Date 3Lgo/B7 BENCH MARK' NO S /l1 ; 140 ROUND HEAD NAIL ON BRIDGE WALKWAY 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE OF HIGHLAND AVENUE. , ELEV / _ 1485.617 a � : : E,x IS`.fINB GROUND I R/M 3 1 PvlIl Dy.Slr # t7 i - 1 __..., 16 t . 4 _ _. _.__. ... . . .. . .. _ . .._ ..«. . _.. . ... ... i g o = f , F_77= k ©.56 F INI Sr ��.;, LFFimmrm 'Et in - . 16 i 1 .1 vw camp F E ro ti b 1 nHotivtR/,v a• N AI 61P�PE o 1 t t iEXtSTiNG GRbuNb 4 C/L E'1 ! O h 4 EV ah � : i < a i e.... -.n,.,...,...n...,,,....,Ae.,.,...._.--i--,....,,..mow.-.......,,.«_.........,,ie ,,,.<_ n. ., m . - ..,.. ...... ...w..,+..- ..,.. ...,.-ro- 3630 -C #� i FIN' Sk GEI;CQ j LIL I o a rl o 5ci o - p f � 10 P' � K 1 , o Fit OR !' 014 - IL'- yo,'sl - ss,42 _ l _i 1 !T a 100 1 ♦C�1 M � 1 3 . h i t t 0 - i 0 4- DATE � O SCALE. t PR EI i..� RIZ 1 " = 4 k It • _ f 1144Y F1 i;#,*W m Q o I , ! �f/A,rAlw O.N?% FL LIPA1 A► o : VERT t" 4' 10 11 12 13 14 15 16 17 CONSTRUCTION NOTES: IXIST/NG Qi 49 AC OVER 4• CAB PER TYPICAL SECTION � ROCHESTER (SEE GENERAL NOTE 21) 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 & 311 AVE34 � N SEF BACKBONFNStTREEET PUNS 7 STREET NAME SIGN PER STD. DWG. NO. 402 STREET LIGHT (5800 LUMEN H.P.S.V.) 3 i5 34 15 34 3 o P.M. X92 69 CURB AND GUTTER PER STD. DWG. NO. 303 N ~ o � 3 'I E I (MODIFIED PER DETAIL J) (SEE SHEET 1) CONST. LOCAL DEPRESSION PER STD: DWG. 518 3 8 �' e c 3 ,16 3y ,�k (MODIFIED PER DETAIL A) (SEE SHEET 1) 1E 3 7 '' < II 242 RCP tic � � X15 N � e o o= * o 1�� p ^ 14 51 Lpx 0 17 0 1t�E h!T F-r L_ I N E C i_l F-�V E D F1 T A CATCH BASIN NO. 1 (STD. DWG. W2 MODIFIED o °m LU 34W s L=62.36 ti 1 O v a 11 V� 313 >n 12 3 a 4 PER DETAIL H) (SEE SHEET 1) W�N = o .r a 1.. ti �, , a H= X `s r, O I l O \ , v 3 1----1 --------- 1------------1---------1---------1 6�• � o M v W N r• h � , .�.� (�3 UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 j 3Z20 ar � . -- 3 \ti v' o ti 4 ti s N0. 1 RADIUS 1 DELTA 1 LENGTH 1 TANGENT 1 MODIFIED PER DETAIL EE SHEET .1 * V L Z o Y9 �eJ DRA/KAGf AND -- - _ _ _ =1 = _ I) (S 1) z S W 5< ��o y, 18$ 12 M v H \ 60•g4 3g';b �`' `'t 25 Pvaoc urrI 59 1 150.00 .1 101 •41 '03 1 266.21 .1 184. 19 1 DRIVE APPROACH PER STD. DWG. 305 < N _ ��a� W % bq x1 �r '" \ .34 -' ,� 4 0 € E�sEroEAJ7 II I I 1 60 1 X00. OU 1 36 1 46 126. 41 1 65. 34 1 BACKFILL TRENCH W/ CONCRETE AS REQUIRED • • 1 I ^� 1 • 7• . 1 1 1 6 0 0 � � - W F o W 4- yob. 5 4 y 0.0 '" 0.34 1 _._' - --- �<�j p�\ ` ' ----1 ---------1 ------------1 --------- 1 --------- 1 PER STD. DWG. 519 _ !9 0� , L=S0. 61 ib _ - 16�'/ - 1 o'i!537t h 72 I I I I AMERICAN SWEET GUM) -15 -. Z z z w> 0; �'� 1 Q O STQEEt TREE = a = m X A fG r - -� • _- µB4 � 10 yet p9.o3 \ � le-2 T-R&7E- ONS%- NOTES (S/YT /) .�� "E O3.7oF! � t 79 Q W O<W y 3 18T ---_ - - I N 20 15 _�_ - 2 9 2.7 b/ ,�/ _�, \ 22 G W m J 169 N ,\�' �y 10 C R T *6• I S ' 60 0�,,� 14 1 _ oa��. 32 / . 1a JO \ W W S�� `"c. 8yt33,td N z J W tZ �',P dr/ _ � O h � � . _ • •°b - zv" RcP, cit OrrT,(Et 0 wogN _ r[l 0 1< r o� �Y 186 1 41 N -y 60.34 49. 13 ^ \\ <�'6 �,'' .y L=4a�0 O33 1000.8BTC., l60Q.T/ F.[, = S 2a t�� o „ E„ L II F- LLUj� ~ 18 ���/ 27 °' 3. 0 - 60. 261' = oa ' - B f s zF + vh 6 • ;4 43. 7 r Eu=6 W W o d ..^ °T Cp�.ss �t H c, 3 v S 60.34 < 2 m < W W ^ Its .�s r.!' L=60. 2U' N Z z o= �. 0 W 1� -jy '�� /0,�6 34 J ♦ I Z V O 26 h M �h LOll� 0 otic U 18 U ac 3 a V1 a O a N 3 ^ �r �� T I _ _ 1Q I DEED Sla°EET 7.['EES y 34 i o log 1p`F►� \ N `' 24 3 " � * ° 20 i5 ti �� 19 /s' zzI .�� CI1 Y �. b► \ \ 25 a 23 22 o >n �21 n, DESCRIPTION OF REVISION DATE 34 APPR. o= ` 34 CITY OF RANCHO CUCAMONGA 34 PLAN AND PROFILE oc» ¢¢ FOR y �v o J e v o�� W� M T CURS CURVE DATA 40 0 40 T• x so HARVARD UR Z Ute-QUO'W =oIN =ora= iM= 4o' TRACT NO. 13556 +----+---------+------------+---------+---------+ scale feet MT. HARVARD COURT 1 1 _ _1_ _ _1 _ 1 N0. 1 RADIUS 1 DELTA 1 LENGTH 1 TA)16fNT , QROFESSIo APPROVED BY DATE '' 01 y y¢o O r 1 1 1 40.00 1 235 56 39- l a 164. 72 1 1 Q y o=yo¢ 1 ��' CITY ENGINEER R.C.E. 232 97 - •t t U¢Off;Z 1 1 1 • " 1 1 1 2 60.00 1 55 56 '39 1 58.58 1 31.B7 C 1 . 1 / 1 • M 1 1 1 1 7 1 • ■ 1 23 1 1 _ 1185 13 .00 77 47 '47 1 179. ..s 1 106.50 1 � RJS - - = ix �WQc1186 t 218.00 1 36. 12'46" 1 137. 78 1 71 .28 1 ___ _ -_ ° ROBERT P. KING UESIGN _ R�C60MMENDEU o �,=d o �, 1 187 1 182.00 1 36 12'46 1 115.03 1 59.51 1 a.C 04134 _ _ _ _ = consultants, Inc.cc C �� -- --- - " ¢¢ .1 188 .1 168. 00 .1 91029'08n .1 268. 25 .1 172.41 .1 DRAWN 1355 E. Cooley Drive-Colton, California 92324 SIiEEl +----+---------+------------+---------+---------+ EXPIRES �4 9 1 \��G•1tt' (7 14) 825-2127 o LM-SAS 2 of 3 CMI R.C.E. NOZO-g/,S4/ �00000 a V z c y NECKEDLE DRAWING N0. S U¢ CAI��Q FILE NO. !Z17 DRAWING NO. -38L- 13 Z- ; CONTROL NO �Zv 220 W 1 OVERLAY NO /261 z10 W 8• DATE Br DATE Bt _DATf 011-11 Release Date s/6/87 BENCH MARK NO 140 t . : ROUND HEAD NAIL ON BRIDGE WALKWAY 8117 I ( 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE 7 IPDR se`YC I f 1 OF HIGHLAND AVENUE. /z�s/8� ' ELEV. = 1485.617 i tt y/zs/8B PvI Pvr = i 7,Its ; < < : i , E _ < * 11< h J 41 O `1 ITi �� M ^ F.L. 3 f:.irB,lra .�« ♦o , Td. Pur- 1�,do. 1 t 2 EX i$TI116 BRDt1ND P R/M '+ 1 , . N � r- F N V e O I . t L V4.S. • NJ FINI$N TLS L * ' �< �< -i,vy I-I31►fi TC LEFT t I � t i '04 PVI=IY.27 N O N J 3Z q�l # C t o�?f'Te. I �. N o a Y V' O l i --,0yAZ . : _... _. - 1J _....._w..._ ._-_. \ .., .. _ - C. ,.bF � cRouND t R/W ! VARY G(AKe w+eF ttJ w DEf►vEStSIoeY s , V , a L; ti j F "IMflW»v 0,-V it.si�PftffEw Q \ \ wl lu 'NS E Q NIle V r Ll 1► v N t b(IS'TING dROt�it? L _ 4, s : . >r „ /7!,rsfc 4 �,o� _ NI SHtE F •rr YI P✓/- ,� Ctl {{ Sdx ,ie- iId.S7 lV•30 a `� asp A I ' FIS S� �� � Pte" . � . : : i •-. .� - _, � , < �R. SD VIC. '* rl v « 1 - -ti.r- _ 'y _ ict4 , _�Ott s7�1� r,�tour�n _. .. ......... ... .....� _.. .....___.�.... ��,.__.,;.__.,.:.._-._ __.�..� ,_. .-�, f w . �_ � � � � ' `� pyx � �� _ w __ m �._ _ 00 RT _. _ _ . _,�..�-1W _-RT ........ �, _, v w , a• V � r. fill l7 It pvr.9,ii < , � f �': off.• . � . . ! . . . < _ ^ _ ILII� • sr�,c sux %� TC arc► ` �; E: 32.lilt FI L E I -fINIg1 - - � fiCR1 y f E IStIRb Boom 4 RIM $� � � _ PRO AL. ,r- k RIS 1' 40' . . , . , j HO ROUND \ �`� - o so w , f E TIN ! R/il �.- 4 - , PERT. 1' , 9 10 11 12 15 16 17 18 19 0 20 VARY CaPS r,� ,c m o°• �. CONSTRUCTION NOTES: AIM/n MIN D.q% ce. 40 .0 60 80 pl 4' AC OVER 4' CAB PER TYPICAL SECTION 1"= 40' _. 34 (SEE GENERAL NOTE 21) stole feet Vi i G 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 & 311 nocrnrirrm 34 J 7 STREET NAME SIGN PER STD. DWG. NO. 402 `r AVrNUE STREET LIGHT (SWO LUMEN H.P.S.V.) 15 �r'o ' BACKBONE STRr T PLANS i' CURB AND GUTTER PER STD. DWG. NO. 303 I II II I c \\ h 3 1s ��, P.M. !1172 (MODIFIED PER DETAIL J) (SEE SHEET i) o CONST. LOCAL DEPRESSION PER STD. DWG. 518 11111%CJ I II II I v v \ 34 'fix o34 ?y 33 ^3' II (MODIFIED PER DETAIL A) (SEE SHEET 1) IIAJ de do do °z W 8 1 1 4 2 �\ 28 " a �' 32 s 34 18' RCP ' ., = C f* ti N _ �. eiu ' CR 29 Q �, -31 s ^ 4 4S tie` U CATCH BASIN NO. i (STD. DWG. 502 MODIFIED Z LL (�,'1 , >c- �8i `:S1 G p.d A 0 \ \ \ 4t +qQ.� 30 `! °D _",l4 R I) PER DETAIL H) (SEE SHEET 1) 3 o 115�tJJ rJbcb I II ,�� 5 !� 1' 1�' \ �9 3� 'll h c- \ - > !e /d" u V) ,�� > �� \ a 184 x ? 3 p s , UNDER SIDEWALK DRAIN TYPE C (STD. DWG. 507 � _ '-'z w � 9Z � �� ) � ,y,1 � �'' � �jT � ��/ �° 0- � � E J r�,_ � 6, L=3M.91i < S W-- o °�� I II �y�Jl •t6 s1 �6 .�> \ Q �� . 1 L=45. 39 r/ (;v H o " ,� '� 2 cr 31 II MODIFIED PER DETAIL I) (SEE SHEET i) O �� �' ' Q `.� y '-'- 30' \ ^� - L`?7 8 / 83 e�° DRIVE APPROACH PER STD. DWG. 305 = o~ a v �� r� r {� \ � , -- 6 L ►\ v " 113•bq 9/. Z5 l II BACKFILL TRENCH W CONCRETE AS REQUIRED W o= 7 �` 7.1 bb Y3 TC / Q 109_22 1t !R)aoo°.zS',�L"E P � qi1����F 16 1 ¢a� L=60. 46 L=42.90 1�� 1 19 - s, 60'� _ - I CIL ourrfT PER STD. DWG. 519 = a =io V 1� A ' 3 _ - D -r r BI+70.07 v 0. 0_> �a aFY�� No 00'OU"E I �oOQTG f� o �a Fa a -- ?�• - 0 20 a'1�23.92 `<s .�3 - - - Bz"67 r[ 79 s7w-ET T,il Q cruLfP TREE) -13- Gree-. a W v oz �� 1 tA' 0- O 15 Aa 4'� b .E 1 S� 7.00 FL. PE2 TLEE CU/VST NOTES rS+wT/� W W a �. 62 ', �, 63 *`.,c' _ 17 32 Nrx cc Z J N W l=J 1 b �, - b �. _- 27' 4 4 ,- __ ,fib' - p W to >g N �� L=35• Q' �� � 5� l,��• 64 qrl% r� 4 \ DFA/A'A6E SND ill J[ = w z a S� B.T <, 1 y--7/ $3 c� \ - - L=3 5y. g i 9 4r °W ,, , t 1 % \ ;sy utu rr/Fs Ei+sE,>,Ervr 0 6 d1' of ,� (r v _ Z J= Z F! l if � ,T w v� qq. 3q '1 r ?/. 14 , d.A 4r Z C �,�0 11 f ` 4 ?• Oq `�'y- { �` t ( 7 ) L=60. 49 L_b4. 1 �` 1 , �. F o Z , 1 ,� ` �/ 8? j 1,.5 4 �534 n au) � r T� �� Q Q \� 1 v u u 4 - V 3 ,,� ��� 1 1\ _i `� 40 „� �, N 3 36 �i XWech Sr,PEErr,REFS /o/io/es -sa► 39 38 37� � ��oFESSIO& �-� CIT Y \� \ ,�� DESCRIPTION OF REVISION DATE n n ` 3 APPR. % 4 ROBERT P. on =W� , � 34 CITY OF RANCHO CUCAMONGA > � � 1s � � a4 c o4I341 y=o (IXISTIf ) _ N _ b�f7\�F (MST/NG) y==o W '� �A 34 34 ExPtREs � Xo PLAN AND PROFILE 11 le zt E!E W SIrRI'm CPFST xb SIERRA CREST W �Jw VIS' LOOP ,`; VIEW LOOPS ave �� O fQOQ Si BACKBONE' STfif'CT PLANS SEE BACKBONE STREET PLANS if or c������ WOODLAND COURT P.M. 9192 oo6¢Q¢= P.M. 9192 MT. CAMBRIDGE COURT � y JWxo x s UF?VE __IATA TRACT NO. 13556 W W=�� ��� z - WOODLAND COURT MT. CAMBRIDGE COURTIty u ¢ .., -------------------------------------------- 67 yon=WoW OV ! ND. ; RADIUS DELTA I LENGTH I TANGENT I APPROVED BY DATE i- h = a s x o f 3= ;=r.r;rr=sz.=rz;zzzrrrrcasss;szsazrsxz;zssrzsrsz; W JONQ<00 C :EtVTE�i- I NE C-,IJ DATA 1 6o.oa 3e•44 22• ; 40.57 21.09 CITY ENGINEER R.C.E. 307 ZIR=o==z f U t 2 40.00 t 257 <8'44 174. 75 t t DESIGN = - - RLLICOMM LADED ac c o z t t t .� . t t = s x -------- --------- 1 181 ; 132.00 1 20.03'54" 1 46.23 1 23.35 I RJS = _ _ _ ab 5 • + ---- --------- ------------ ' - _- �__ " NO. ! RADIUS DELTA LENGTH TANGENT 1 1182 1 298.00 1 31 •01 '35' 1 161.37 1 92.72 1 �__ _ = consultants, int. O h 200 47 - - _ ,,, oo J : a '--- ' --- - _-' --------- ' --------- ' ' 183 ' 262.00 1 31.01 '35- 1 141.98 1 72. 72 1 DRAWN 1355 E. Cooley Drive-Colton, California 92324 $NEE1 ~ x i<¢W~ w ' LM-SAS (7 14) 825-2127 , b15J.00 1 '01 ' 1 " 1 Z.b7 1 1 .34 1 1184 1 Ib8.00 1 27.03.27' 1 79. 34 1 40.42 1 /■W b3 150.UO 1 - " 1 97.29 1 50.42 1 3 OF J i Oy000 p(. ;7 09 +---------------------------+-------------------+ o...d�'oz� C-Jd " � ooQ 64 �8t1. 00 it 0135 151.6 77. ; y �`JxUCHECKED �- R.C.E. NO.��/19/ DRAWING NO. ' ---- --------- ------------ --------- --------- >171 DATE /e1 FILE NO.