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HomeMy WebLinkAbout803 • S i 1 EST/MATE OF O UA N T/T/ES /TEM DESCRIPTION UNIT REMARKS / Q" P. e.C. Cu2B aUTTE2 6100 4.F sro. 303 A.�. pVM'T /2320 _ MAT/Vr 3 GENERAL NOTES 4` RO'd . SIDEWALle 4,43 sF.- ��- � If -APPIZOAeW __ s z_E Mox,E Rvmlr. '6 4 S,F 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. TOE CITY OF RANCHO CUCAMONGA a A.C. FEATHE2 DI/E12LAY /760 S.F. STANDARDS AND THE TANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. T allIDE MA&KElt B/' / EA . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERAACE TO THESE STANDARDS A GLC/DE MA/ZKE? 'L ' EA. AND SPECIFICATIONS. 9 CATCH BAS/Al EA. = S iv_ 36'"/A.R C.P z z 1_= 2000 D-Z-oAD W W 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS. VALVES. __30'x Z4"_—ELLIPTICAL �2.C. L.f. CLA55 NE- �l 44 FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN L/ZAIVS/T/DN ST/eue-YlUt6 / EA. _STD. 9-b-8rYPE 'Q , , , ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED OR PRO- /1 LOCAL DEP2ESS/0�1/ / E.9 L'ASE 'Lt ' - -- - - /2 /G /G 32 ' /Z TECTED 1N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 14 2EL6LATE_- 7"ELEP110A/E SLE / _ ,EA. — - 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE /s SEE rIav 295 ,EA. /- AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY Iv STREET ticiHrt 5 EA. x Z• OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. /7 REDWOOD HEADER %(02 L.F. 2"x 4" S.S ,S' /8 �2ouTED77oCK 2/P- /4 Z.i44. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR l9 ST02M DrIA/N L'NAd1/JEL W/I?ASON LLS GS L. RJVA•)' 4• TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. -- — IRIESvr,,r/Es _ Z` ' ' O'3 "' Z'/�,c 3'2� — S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT I — _ ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER L_a AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I 2 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. MAINS. OR CROSSINGS SHALL Ex/sT. sr. BE CONSTRUCTED PRIOR TO PAVING. IMPROVEMENT S 7. 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 WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. TYPICAL s E C T/D IV 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL gE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADA- EI co N TN S T R E E T TION OF ASPHALT PAVING. STA. /9 tS0 TO 23 f-73. 94 9• PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE � s�,eL£s Ho2/r.:/'�/O' ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 9'PMZTVATE DT2A INAG E //EAT. :/"=Z" E4y Nr CONST. CHANNEL T 1. 8 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. B' oN SLO F-f THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE N ET AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY OF GRADING PLAN BETTER THAN THE NATIVE MATERIAL . 00 • 11 . 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. 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVE- LOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE /Vw 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. 40 44, 44" 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE COR- /Z' /G� 9• 7� 32• /P. RECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED CONST. 14FAC3WALL RER SECTION F-F PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . ON C H EET 3 OF GRADING PLA / 14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. SAY ' L 15. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. G wRIES to RIES A. GENERAL TELEPHONE (800) 422-4132 �M CONST. HEADWALL " R' l%REEs4 c� (O.z ro°.40 (0.9 TO 26•,/) FOR UNDERGROUND SERVICE PER 'SECTION I4-H B. SOUTHERN CALIFORNIA EDI SON CO. (714) 986-5861 ON SHEET 3 . __ +a�,�,E _ — P.O. BOX 513 N 3 �a T� ONTARIO. CA. 91761/ OF GRaD11�1G PLAN - -- � Z �y '— d �! -J I C. SOUTHERN CALIFORNIA GAS CO. (714) 884-9411 1_ J P.O. BOX 6226 ExrEXISTsT N z 7�) 155 S. "G" STREET 4.5' IMPROVEMENTS SAN BERNARDINO. CA. 92417 P2 AT D. CUCAMONGA COUNTY WATErLDISTRICT (714) 987-2591 ORAI AG - EA _MEN P.O. BOX BIN 638 !O 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA. CA. 91730 TYPICAL S E C TION E. SOUTHERN CALIFORNIA GAS CO. (714) 529-2889 _ 2191 E. BIRCH STREET (714) 529 -7070 BREA , CA. 92621 w ,Z/ E/19N71/ STREET S TA. /St 73, 9& TO /6 f SD SCALES HER-77 : /!-/''= 2'/D' CONST. GROI1'fED 20L'K VER-77 IG. PAWNG SRALL SE PERr0RMED IN ACCORDANer- WTN R-VALUE AND PAVEMENT TESTS TAKEN � � I : = RIP- CAP (75 Ib am K) T. 1. = 8 TO DETERMINE STR-UCTURAL SECTIONS. V © dONSr. e" Cats 9 G UTTER P'ER C/TY STD 9 03. Qt CONST 4" A.C. PVMt OVER 4~ CLA99 11 AGGREGATE BASE MATE'ItIAL (*tEr- GEN. uoTIr*'1G) PC.0 S IDE WALK p ; O3 CONST. UAMDElL S/DFWALK D/ZA/N PER 4/TY S7L7, 507 iTlaomsr D2l✓E APPADA dN P£2 Ln-Y cm v)& l M01>1r1 EDS IV=319 / ti n © TR/m AA/17 JD/N EX/Sr. PvM'7' — — — — — — ,�� y © I�EATNLr2 O. 7aY/CK A C. IWM"T. GYF/ZLAY� t kJIGE \ ��' Z I P.C.C. " BLVD. • , '\ �!r� SIDEWALK N 0T INSTALL TYPE At/®/ 6!l/LIE WAeen? Art G'/TY STD. 406 � • \ I ,fj �!• © //vsrALL TYPE "L" au1LTE MARKEP P" C/rYSTZ? 4o& I/ cDNs r. CAr&4 aA5/N d/ AND LOCAL DEPRES SION PEI? elrY STD. -0Z 9/V&ASE 'is ') �I T aoNsr. .36 " R.C.P (SEE oErA/L A') 2000 D-LOAD. REMO!/E HEADWALL At W II Rotm \ V a '-�cl c� ® REMOdE APPROX/MATEly SS'L.F oj'£X/ST. P.A. \ Lij WA-157-. 2- 3624" ELLIPTICAL R.C.P. LO-HED (CLASS HE-IZZ, 2ew D-LDAD) i &OA/ST. 77?-ANS/T/RMV STRIAr-TURE (FOR STEEL REINFORCEMENT USE CITY STD. 509) \ % © CONST. STREET L/6HTS (951004) c� E \ \ (2E L C ATDE rr © 2"x 4" REDWOOD HEADER PLACE WH/rE STR/PE AND TYPE '6' MARKERS PER CITY STD. 406 x SITE \ ® CO/I/ST. co' P.C.L'. B/DEWALlC PE2 CITY STD. _uo rN sr. z S -- VICINITY MAP N m NOT TO CCALE 3(0" G A S \ ►-`'0�• E x I E�_ SNOTE: CONF/RM L DCA 770N AND DEPTH OO'EX/ST. 1 (/ 2/O � P.A AT TRAMS/T/ON STR.NL'TdZE" / ,AI 2 AA/Y CONST2aC7/ON Det/ CATCH SAWN. CITY O F RANCHO CUCAMONGA SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE S TR EE T I MPR O VEMEINTS \ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS WRPERTYs AT THIS TUIREMENT SHALL APPLY YNOTINONORMAL E I G hl TfS TREE TOKINGHOURSt AND THAT HECONTRACTORSHALLDEFEND. INDEMNIFANDHOLLD HEOWERAND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PARCEL MAP 79 le DR-93-02 PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLI- GENCE OF THE OWNER OR THE ENGINEER . FROM /074,1 W/O V/NE5/A20 AVE. TD ATTENTION: CAUT/DA! 3G"NP. GAS Z 74't 4//O VINEYA12 D AVE. * 48 qle. 2102 TD EXC-NATION NOTIFY , � APPROVED BY oloe DATE \ CUT EVICT SD. CAL/F. GAS COMPANY t/.q/ rASr omeN ST. 5o"X31"C,M.PA. 02EA , CAL/F, J2GZ/ CITY ENGINEER R. C.E. N0 . 23889 \ C 7141 5t9 - 2989 OR _TZO -7070 DESIGN R 0 ME DED ASSOCIATED ENGINEERS ` EXIT. 316 EAST E STREET DRAWN CC P . O . BOX 9419 SHEET sox I" ONTARIO. CA. 91 761 DETAIL 'A' 6-_ , � c.nn.�a. � W.L. 1 _ \ OF 3 SCALE I - 4 \ (71 4 986-581 8 \ s \ _ CHECKED R.C.E. 23814 DRWG. NO . ,\ P.M.D. DATE (a FILE N0.82-75 803 < ; - • .. - - . _ , aE 4 U ti . I .. _ 1t n ; . . _ . P/ dJl C' NTy 5U,2UENO�P TAG ql 1 Q °o d .SOI!VEND OF CU B RETL(lZN AT SDL[THEAST L'D . # ti _ _ : a ` . DF BTi11 STREET AAID BAKE2 AVE/VUE 3/ FEET EAST v - 4 v _ , < . J 13t L7F L3AK R .41/ 4 F Y TH Y k d _ . tla 9 OF CE/VT�"RZINE E ENLIE, 5 E,E S011 -. I -_ :_ _ _ til . .. . . : _. b � . - X F CENTE2L//�lE OF BTN T T < g v fl S 2iE7" ZdG FEE SDUI H DF rI e a r . - V h N RAIL of MAIN LINE AND G FEET C3EWZJ T24G�kS > .. I _ , - 0 � . I � . : , *4 � -i . • , , tq W N - �o N N < -. < V � • W < . < L < < 1%w I < . . , . n . , 9 O �, u e a .� < W� ; � 1 o11: N + h n h 04 O ` - N 4 - a► j �, �� Vp c. J I _ 4 < : < N 4 . , `I. N a b N I , N M .— s p �, ti Q L T 19'o V ( N .••� . . { < % 1 . I • < { • i < u - - , I .; % P OF I > , � - , , < > Qj , a runs 5 - < 1 .A I• < < < { c- i J r _ al .m til . . .. I .. , , V 1 i - - : ., _...q � � ♦ - „ice .. .. — ... ­ 11 c �, , ,1 _ _ �_ 1 % b V I a > . i FX/�T/Nl/ C�,�'G�'/t.Tl ytD N 8 ' „ ^ °� v L_ 7 . I �' . M , _ , __ AT �4 L E�7 . O . 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V' 1. _ , H E Ln C t �- . 1 {l5 5-o-z3 ; b `� /� QV _ . Fadi LaxIVCI� bF LEs �, CAUTION 3(o HIGH PRESSURE GAS - . c . t , • , , N s _� PEC),=IL� , THAN I �' OV E /N O CED J - a Z , LL . R DD REINFORCED 'R �R�F�Lr?F I ION /o A o P ILS 8 48 HR. PR OR TO EXCAVAT . .. . N t 36,E < ,�, CONCRETE BLA-JKET 4 . O - - EACH S/DE OF GAS L1 E Srr4LEs r ND2/z. :/ : m I y� �n 66.4655 : flat/Z P"-40� NOTIFY SO. CALIF GAS CO. � d E. i t < I�E2T. . ! _ 4' N y_ �. a vE,eT /„:4� PROFILE SCALES+ . 4� 2191 EAST BIRCI I ST. BREA,CA. 92421 1 v' < . . � h . , _ : : < , - (714) 529 2889 OR 529 7070 - . . 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O G -- --- - R�GcI �� 1 * WARNING v , � VIJVFYARD El G H TH W S T R EE T - -HIGH PRESSURE GAS LINE �, ;� AVENUE -POTHOLE PRIOR TO CONSTRUCTION �o W - VERIFY DEPTH OF COVER h � Q CONST12U CTJQN 11107rS011-1 N_ ti Zd -to IN 1� nvQ /) CONST< A- CURB � GUTTEIZ PE2 CITY STD, 303. 10 W 9 m N�3 + Z� N 0 CONST 4" A.L?. PVM'T OVER 4" CLASS IL A". f3A9E MATERIAL. EEL GEN.I'tOTE *f(&) � W � � Q CD/YST. UAIDE& SIDEWALK DRAIN PER L'/TY STD. -' 07 � M Q CDNST• DRJi/E APPRDAGIN PE2 G1Ty STD. -solo l MODIFIED W=1/') t" A� © 72/M AMD JO/N EX/ST. PI/M'T. LEGEND C \� 0� FK. v ,3`/ _ CCC G Q eev D/,y . #�y�y , �,.,,ye�FF E/ov. E� /%3 � tg�S �' ® FEA4v 11 Tf/E2 D/O'1'II/CK A.L. Pt/M`T OVERLAY, t'W/DE T.W. TOP OF WALL ELEVATIDiII �, C4 ��' t3 '3h ,/ ��', 3q d" by DATE gY DATE Q7 IKSTALL TYPE ��LJ 6/'` GU/AE MA�QKE/2 PER C/TY STA �101Co T. R.W. TOP OF RETAINING WALL ELEVATION F> 1k ��! v -o v C,r MARK DESCRIPTION OF REV1510N . ® INSTALL TYPE "4 GUInE MARK-r& PE-12 CITY STD- 466 T• W.N. TOP OF NORTH WALL ELEVATION � ��� � � � � REVISED APPROVED L?ONS T. CATCH [SAS/N */ AND LOCAL DEPRESSION PER C/TYSTD. .so2 t'SV (MO D/F/ED) T W• 5. TOP OF SO LITH WALL ELEVATION M LOCAL DET'RESSION CITY O F RANCH 0 C U C A M O N G A 5. D STORM DRAIN CDNST. 36"' R.C.P )SEE DETAIL `A'). 2000 D-LOAD . F.L. FLOW LINE ELEVATION �� Q/ REMOVE HEADWALL STREET /MPRO VEM�NTS ,. „ It INV. IAIVEIZT ELEVATION © REAWVE APP,eDX/MATELY SS'L.F. OFEX/ST. SD x3/ CAlPA SCALE .' I - 40 ® INSTALL Z•Sa'(Z4" ELLIPTICAL R.C.P LO-HED (CLASS HE-= 12L� D-1-CAD) ELLIP ELLIPTICAL 1 LOCAL DEPRESSION DETAIL AlL . C.<3. G[�TGH BAS,N N.T. S. EAG /7 T/7 STRF�' T ® CAIVST• T2AMS/T/OAl s-ma'TLI�CE PE2 CITY 570. 509 ® CONST. STREET t/6HTS C 9sc0 [) PAlZC�1 MAP 7912 �/2 B3-D2 ® 2" x 4" REDWOOD HEADER FROM ID 74' k11,6 VIIV E SQA /ZD A VE. TD © PLACE WHITE STRIPE AND TYPE 'G' MARKERS PER C/Tr STD 40� SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 2�4'f k110 YI EYARD AVE. I ® CONST. Co' oL'.C. S/DEA1Ai_K PE2 C/Ty STD. -no APPROVED BY DR:E 6-/Fs df CONTRACTOR AGREES THAI HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FQR JOB St TE CITY ENGINEER R.C.E. NO. 23889 CONO1T10NS DURING THE COURSE OF CONSTRUCTION OF TN1S PROJECT. 1NCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DESIGN A SOCIATEO ENGINEERS RECQMf�ENC�ED {DORKING HOURSs AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ( �, -�r�z- THE ENGINEER HARMi_ESS FROM ANY AND ALL L1A8IL1TY. REAL OR ALLEGED. IN CONNECTION WITH THE �/•L- I . 316 EAST E STREET Sofa • a�- PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR L1A6IL1TY ARISING FROM THE SOLE NEGIl- DRAWN P. O. 80X 9419 SHEET CENCE OF THE OWNER OR THE ENGINEER . W i- I ONTARIO, CA. 91761 � OF _3 CHECKED (714) 986-5818 DRWG. N0. R.C.E. N0. 23814 P. M. D. - _ _ _ _ _- - - < _F_ G l- 3 k Ts . . I { R DRAINAGE EASEMENT 5 �� DRAINAGE F45EME/VT DRA/NAGE EASEMENT RAIL 904 D Al. R/W 8„ 3'-a# MIN. sit DRA/NAGE EASEMENT Q W WM �I'1' �•`1'1 -r,� ,� O � � J ����T,��,,� _ 10 Q -4 J> , \ v Z-# AGPV 4 A. MT 3 �p v N Q 1 O 1 3 O r � 3 1 3 3 . �- Qp ► QO Z 3 � m .h J � h �_�¢ 2 -+4t4 N � �. v W � NDN AWN m � -4 oc Q a Q K Q Z" \, 77, 77— op t 4 =LONG. BEND AND EXTEND 4- LONG. #4 Com' /8" VERT. WALL RE/NF- ##4 Co 18n BEND AND EXTEND 4 -LONG. 4 4@�/8" VE R T. WAL L RE/NP ACROSS BOTTOM SL,gB SECTION D-D AG2055 BOTTOM SECT/ON B -B SECT/ON C-C SCALE /'= 2564LE /"= Z' SCALE /'= 2' SLAB SGgLE /"=2' 4' !o~ DR41AIA6E E.4 5EMENT O 0( ' °0 • ` tiC ��b RA/LR0,4D RIA/ MA SDNRY L✓ALL GENERAL N07-ES RETAIN/NG WALLS SHALL BE CONSTRUCTED US/N6 TYPES WALL t _ h� RE/NFORC/NG 4/VD NOTES AS SHOWN ON R.C. C/TY STD. 8/2 tg.Y.�. �ghy. ,�j 4� (M0O1F/ED) MIN/MUM RE//VFORC//VG BAR SIZE #-4- ALL. #4ALL RETA/N/NG WALL VERT/CAL CELL 5144LL BE GROUTED 50L./D t 1- Q /0t93./5 3.) NON /FETA/N/NG MASONRY BLOCK WALL SHALL BE CON5TR41CTE0 STORM OR4AV ON TOP OE RE7-4/N/A/6 WALLS U 5/NG RC. C/T Y 570. B// Z" q1 4.) EXTEND OR LAP VE�PT/GAL RE/NFD�PCEME/V 7- FOP NDN RETA/N//V 4 4• AND RE77AIN/N4 W4LL COMB/NQT/O/V BEND AND EXTEND CD /8D M,4 opf¢ O U a :) 807-7'0" SLAB SHALL BE CL.4 55 B CONCRETE VERT- WALL RE/NF. CON5T. P. CC, ,BOTTOM SCAB C NSTR CT 8 ACROSS BOTTOM SL4B MA50NRY 8/-A' WALL G.) M4 SOIVRY BLOCKS SHOULD BE STANDARD &" X 8"' X l&w ` '' (4' RET. WALL ) 15L'6 TION F-E ? ' " 7.) RE FES? TO PROFILE B SHEET 2 FDR Wg L L NE/GHTS DRAINAGE E.45C1W 7 f� DETAIL G i 4. 1Y l CONST. 3"DEPRESS/O/V 8i/ 7i 8.. 8n o \ Z� MASONRY BK. WALL /G• PER SEC. F-F CONST. PeC.C. -fir¢ �s HEADWALL G5' AM50AIRY BLK tie WA L PER 5EC. -- _� \ rTAM HDR/2. e VERT. #4 B4415 @ /Z" 7 . BEND r EXTEND EXTEND , YERT. RE/NF. /NTD BEND E' EXTEND L�C'E/NF. Z 1-7 LONG. #4 f�� #4 1,i RE/NF �N BEND EXT£ND BOTTOM SLAB �TYP.) VERT. WALL REINF. /A'7'0 9077101V SLAB VERT BOTTOM 5LAB LEGEND SECT/ON H-H T. W TOP DF WALL ELEVATION SCALE /"=4 ' T.R.W. TOP OF RETA/N//VG WALL EL.EVAT/ON DESCRIPTION OF REVISION DATE APPR . SCALE 1'=41 T. W. N. TOP OF NORTH WALL EL-EI/AT/01V W. CITY OF RANCHO CUCAMON GA T. S. TOP OF SOUTH LV4LL ELEVAT/ON 5. D. STORM DR4/N F. L. FLOW LIME ELEVgT/O/V S TREET IMPROVEMENTS IN V. /N VERT EL E Vq T/O/V E / G H TH •S TR E E T PARCEL MAP 7912 DR-83-02 -ORD M /074'* W/O V/NEYAR D AYE. TD ti Z74 * W/D VINEYARD AVE. APPRD'YED by DATE : -/S-as CITY ENGIrtEE R.C.E. No 23889 DESIGN ASSOCIATED ENGINEERS RE b,bmmENDED W.L. 316 EAST E STREET C6seg DRAWN P.O. BOX 9419 SHEET ONTARIO, CA. 91761 A. E. (714) 986-5818 3 OF 3 CHECKED . /I� DRWG . N0, I 'R•C.E• 238/4 . P. M.D. DATE Aj -8Z FILE NO. 82-754 4303