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HomeMy WebLinkAbout781 GENERAL NOTES �� BENCHMARK 1. All work shall be do" In accordance with these pians, the City of N0. 106 '6B ELEVATION 120 4. 105 Rancho Cucamonga Standards and the Standard Sp=dicadions for Public R/W R/yy 54"0/,9. A.BM 'Y" D/TCN Works Construction - current edition. Contractor shall be familiar 44 44' P.K. NAIL IN CENTER OF WING 15't SOUTH with and shall be responsible for adherance to these Standards and OF END WALL ON WEST SIDE OF TURNER Specifications. 32' 12' - -� AVENUE AND SOUTH SIDE OF FOOTHILL 2. All pipelines or substructures of any kind, telephone or power poles, - BLVD. SECTION 11 , TIS. R. 7 W. water meters, valves, fire hydrants, etc. shown or not shown on these ' EX/ST. IMPROVEMENTS /.0'(M/N.) plans within the right-of-way limits or in adjacent areas where -- B' 24 improvement work is to be done shall be removed, relocated or I � I 9.5' Pc C. protected in place as required at no cost to the City of Rancho I-. I � ---- 72 �� /s"fes - \ - Cucamonga. FEATH l le"TO 3"M/N.AC CAP ' 3ODM/N.AC CAP l �o \ I I OVER eMO ".4T � OvE ETXO M _ � - -- - i FT 3. The responsibility of adjusting manhole or valve covers, paving repair I I, //aM/N. 3"MiN �EVEL I LINE '/4'. CONST. C"P.C.C. U,6,5 \ - _- AC CAP .4C �--- •: Y MONOLITH/C W�S/DEWALK I- I ^ I I i and paving replacement in connection with sewer and water, gas, phone, a I O e pX 3 M/N.;o I� '► '.►:.: ;-9.w• - -r-J 1-a I I " � � �o - - electric or other utility line installations will be the responsibility of the 13' 7M IN RCCA r ' ' I I I I 9 3 owner, and shall be accomplished in compliance with appurtenant ( /•07°M /�-� ;� �,. �� - _ Ordinances and Standards. \�I CONST. RG.G. I QUANTITY ESTIMATES 91DEWALK PER w \ rc c• / l I 'o 4. Any contractor performing work on this project shall familiarize himself �, with the site and shall be solely responsible for any damage to existing �. STp) DWG .3/0 -J - - 0,- EX/9T facilities resulting directly or indirectly from his operations, whether or P.C.C. ,9,C. PVMT. STREET IMPROVEMENTS & INTERSECTION STORM DRAIN not such facilities are shown on these plans. Y. D/a.� / 4"L• KEMOVE EX/8T CONST. 6 �9.C. � �faAL✓ STEEL BOLTS f „ 16,90CX CURB OA/ NAT/VE T/.g CONsr. P.C.C. Pc s�<r Curb & Gutter (8 C. F. ) (STD. DWG. 303) 550 L. F. S. Shading on street plans indicate A.C. pavement, determined by CURB 4GU1'TER (irc,F.) C°^c�ET�� ' OCurb & Gutter 12" C. F. (STD. DWG. 304 structurel section, be installed. TYPICAL ( ) ) /)2 /C L. F. CROSS SECTION NOTE: PER 15r0-,0W6-#303 -�•�- THiCKNE55 CFRc.� BRAE Curb Only (6"-12" C.F. ) (STD. DWG. 301) /30 L. F. 6. A permit shall be obtained from the City of Rancho Cucamonga / URIV,ER AVENUE /� ARE MINIMJM. SfE GEUE,eAL NATE � SEE SHEET 2 OF3 Engineering Department prior to any enroachment or construction with NOTE #9. ALL STEEL PART3TOBE fORLOC,4T�ON OF Cross Gutter & Spandrel (STD. DWG. 308) 2,100 S. F. City of Rancho Cucamonga easement or right-of-way. STA. 11t00 TO STA. 22+96.90 5ALMAIZE9 AFTER 5TORM OA-MYR/5ER NT3 Q Si dewal k (STD. DWG. 310 & 311) (ARROWS 4,780 S. F. FABR/CAT/D/�'. 7. All required stakes shall be set by the private Engineer. 2T" RAD. eRADE NATaQi -WOUNO 0 3" AC Pvmt. on 4" Base` (ARROW) /8,Gyp S. F. A/R 46LOWN 'Y' PITCH 8. All curb and utter, where rade is less than 0.405U shall be staked DRILL ,�"P/14. MrCH AS 6" AC Pvmt. on 0" Base" (TURNER) 27,490 S.F. g • g , /NG 1�OLE3 /N COVEe with 3' offsets at 12.5' intervals. Place 3/4" dowel pins at all expansion R�N/ " ,el/NGFoe e D/A 495 r0PCF*V'D1rc" 3 QAC Overlay (Var. Thick) (STD. DWG. 201) (ARROW) / ,200 S. F. joints. SUM) RfTANER/ R/N6 BDL 73. CW?v. DOf ZIr. ��/+G /4 Srfu cove, 10.•0.0. 0F14'C•S.P P. / lA Remove Curb Only 1,350 L. F. 9. The structural sections shown are minimum. At the completion of A/,e eLawN MRTar QRemove AC Pvmt. 12 Ol0 S. F. rough grading, soils tests, including "R" values, shall be taken and a i 50' -Y• oircH "TH/CK • It .STD. material report shall be prepared by a qualified soils engineer. The �� a SrcIL R(4 "LONG, �I Remove P.C.C . Pvmt. (Turner) I,3`10 S. F. report shall contain a proposed structural section and shall be submitted _ � 3ab7 Adjust Sewer M.H. to Grade 7 EA. to the City Engineer for his review and evaluation. Approval will be z /4' 36' I 3b, 14Eff given when all structural section requirements have been met. Relocate Existing Fire Hydrant 1 EA. �/ V „ 1 ,e.c.P •z.000 �/ Pe VAR/LS * A.C. OVERLAY 0 i ( I I (( 1 I �___Remove/Relocate Signs 9 EA. 10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be �.fT 3'M!N �� PROTECT EX/5T. A.C. PVMT. 1 () 1 `� �'i II Imo^-^��- . set by the Contractor or Engineer. The stakes shall be set at all hinge ,;,,$• t I u u " Street Lights 10 EA. 1-EVE)- LINE P.C. CONCRETE / ( g points, edge of pavenxfit points within 0.01 foot of sub-grade elevation i-�� „ and at not more than SO foot intervals. Additional stakes may be I �?'� _ ac a 12 YL/�CE5 3 V Gutter 40 L. F.' needed at warped or verical curve areas, sub-grade stakes shall be in I VAR E,5 ►, ( „ f_ a Drive Approach (8 Thick) (STD. DWG. 305) 180 S. F. place prior to paving to permit spot checking of sub-grade by inspection personnel. CONST �, •' �E AC OVERPLAY FRo1►l sTA. 57foo x _ - --� , 2" X 4" Redwood Neader 320 L. F. MEANDER/NG PC.C. :, �. To SM. 57 f 4o ONLY W b ?KC.FIVE I � I , -3 /t i CONCffTf COLCAC BLEEDEle LINE ( I I I At, I CONNECT/O,V R. C. P. 18" DIA. 144 L.F. 11. All sewer, water, electric, gas, phone or other utility laterals, mains, or WALK PER STD. V-CONS T. 0.25 ,9CD I I I 1dw�' C6 crossings shall be constructed prior to paving. * Ol/ER 4 A.B. F -7c, - - - - OW4. 3/o CONST. P.C.C. _� --�- �'-'�^�-- - 24" C.M. P. Riser 1 EA. CUR3 �GUTTER FUTURE PYC. o/PE r 6" P.V.C. (SHO 40) 90 L. F. 12. Compaction tests of embankment construction, trench backfill, s T. 1. = 9 CUR8rrr CDUPL/1rG compacting original ground and all sub-grades shall be performed at no PER STO.DWG• j03 GUTTER - - - PC. CONCRETE Guni to "V" (W = 4' ) 12 L. F. cost to the City of Rancho Cucamonga. A written report with these (8"C.F.) TYPICAL C compaction test shall be submitted to the City Engneer, for approval ROSS SECTION 24' DIA A. z281 L �� .C:SP/PE 1 Catch Basin W = 9 ' {STD. DWGS. 504-518) 1 EA. 16 prior to the placement of base materials and/or surfacing. ARROW ROUrf 51 * TO M VEfZIFIED BY 501LS TEST _ STORM ORIN RISER �' hY5TALLAT/0N &Gv SIDEWALK W10" MONOLITWIC CURB. (-TURNER) 7,920 eLF 13. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to STA. S7.o0 r0 STq, 6015?.67 NT'`5 08p.G. BERM (M. DWG 313 10 L.F /� verify: /V T. S A.C:CRP (ruR Aiez AVE. EIV , /5, !10 gF (a) R-Value, sieve analysis and sand equivalent of aggregate base. I� /METRO MATT (b) Stability, oil content and sieve analysis of asphalt surfacing. R/YV QUANTITY ESTIM. FOR CON 3T. W10 TURNER AVE. t (INCL INTESEGTION SO' 50 RECONSTRUCTION W/O 14. When asphalt concrete is placed on native soil which consists of a rocky I�G" A.C. PVMT. ON 0" 13A5E* KTURNER) 4480 5.F' material. The sub-grade shall be prepared by removing all rocks which l4' X36' 3b14 protrude above the sub-grade and all voids or depressions shall be filled OREMOVE EX15T. P.C.C. $ A.C. PVMT. (TURNER) 436,0 5.F with a fine grade material of a quantity better than the native material. Ile 30 �i R.C. OVERLAY (_TURNER) 15. If the asphalt concrete is to be placed on sub-grade. A soils sterilant z i i PETRO MAT 550 SF, 061330 -X4, use under A.C. and P.C.C. shall be registered by the E.P.A. for t' uniformly applied at the manufacturer's recommended rate for the fullPE��r kylrm AR45REMOVE EX/STpavement width prior to paving. A1 'i 095 ' o•oo' AC. / .1s 0 .., % LEVEL LINE -� 16. Estimate of quantities is provided by the Engineer only for the ,, � �"`T t�- convenience of the developer, the contractor shall make his own " COAldT. 0.25 i19.C. -� determination of construction quantities before submitting a bid. Any '� `i OyE�¢�AB• item of work required by these plans which is not specifically listed in CON5r the estimate of quantities shall be considered as included in the other MEANDERING ►; ! /NS TALL REDWOOD items of work. RC.C. WALK PER SECT/ON PER STD.OWG. 20/ HEADER (2'r 9') J 17. City approval does not include water or sewer system and estimate of �5ro. Dw6.*,3/O " Q quantities. C0N5T PC.C. CURB FUTURE Q j GUT TER PER SrD.DWG.*.3o3(e,,c ) 7-1. : 9 CURB 4 Q Ia. Street markers per City of Rancho Cucamonga Standard Numbers 401 TYPICCROS$ SECTION GUTTER z and 402 shall be constructed at each intersection. AL 3 U ARROW ROUTE 0 2 Y 1 19. City approval of plans does not relieve the developer from responsibility STA. 53.68 To sT,a,.s6r00 Q� C P LANCE ENGINEERS for the correction of error and omission discovered during construction. * TAPER STA. 5Gt00 TO STA.57t00 - 640-K WEST 9TH STR Upon request the required plan revisions shall be promptly submitted to OEYt�N STREET UPLAND 1788 the City Engineer for approval. s, m 20, Work site and exterior. streets shall be in a neat, clean, hazard free, w 28022 S orderly state, throughout construction. Site shall be cleaned upon e. -Rf'ILLI L E RCEt DATE request of the inspector. 1 R£V. TURNER X-SECT/ON FOR eaviT. W/D REV, S/DEW9LK 7_ZZ_85 �. TO G' Wl'G'MONO. CURLf REV, pU9NTiTY EST/M,9TE PLACER ST. WQ DESCRIPTION OF REVISION : DATE APPROV � W > 0 CITY OF RANCHO CUCAMONGA N � PRIVATE ENGINEERS NOTES TO CONTRACTOR ww V0� TRACT 12040 ---------------------_- - Z W TITLE SHEET 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE C9 TITLE b CONDITINSPEERSONSOANDDPROPERTY; TOHATSTHURING THE CUREOIS REEQUIREMENTTNSHHALLHAPPLOF TIS YOCONTINUOUSLYYIANDSNOTTBEAFEYOLIMI-L ~ p GENERAL NOTES, QUANTITIES, TYP. SECTIONS ITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCLPTING FOR LIABILITY APPROVED BY DATE 11-_5 2 ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CITY ENGINEER R.C.E. NO. 23889 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL ,REPORT ALL DISCREPENCIES ARROW RpJTE TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. - �-+� 5HEEr 3 DESIGNpFEILER 8< ASSOCIATES � CO AMENDED J K or 1749 - B S. EUCLID AVE. ' DRAWN ONTARIO, CA. 91761 SHEET zS. P 0 ( 714 983- 1101 1 OF 3 INLQCATION MAP CHECKED N0. DRAWING N0. C.P.L DA E ILE NO. 781 j i ...... ............. -------...... NO. 106 - B ELEVATION 1204. 105 ......................... JORM DRAIN PROPI ...................... PK. NAIL IN CENTER OF .......... WING 15f SOUTH A/0 ............. 4< D WALL ON EST SIDE OF TURNER .......... ............. ------- AVENUE AND SOUTH SIDE OF FOOTHILL ;TlNd BLVD. SECTION 11 , T I S. R. 7 W. .......... .......... /4 Its I 4 ....... ...... ........... 114$ 7 CA t. ..... ME Demlt A 0 !14$ ...... .. ...... ... '11, W,4:' IE- 8 64 4"0$ . 1141 '07 7�V6 4 Ile Ata 711 4 "A 1-11 V11 W I -oe-c ---- ------ T tA 114 4) c or i4o f VW ...... 5b vc `7 7 40 vc P1 5.7 71 ............ k.) R-- ..........'n t -4- 77T 4,0 jo ...... .... ....... 1C. E2Y. C, PA Of/ F 4 A .71 + 7 L( 4 cj 7 - pfor/z 16 5C14 HOflZ 40' X6,eT 4' 77 10 11 12 13 14 15 16 17 18 19 0 21 22 cpuTlolv: A P40FIC AEL. 4l CO. r,9A1Y5C01Vr111Lr1Yf,4L UfiDf)e- 6,eOUlYD C &E(PH6004a4l 33 c0A1 LOC,4410 904Y Te 6 !6 C URB RE TtIgN DA TA 5 10' 111 A SCALE ' I " = 40 AT= a9 za"3q 6. 90,00'00" R- 35.00' 9 35-00: vc lkj 1- 34.66 L - 54-96 k4' 3 W W T - 34. 6 6' T --33.00' W EX15T IMP PEE 6&RD A10. be1300 JK vo "k PLAN # 306 a. or) A/Rou TIC 6ND qC ITEM00L,, Ot cx/9?r JOIN EXI low lLfw f 4? ---------- C7,77— fo Ile �43ZI' 110 -�y o 07 ?40 7� co a A �,7 f ---3f Q 6�'A-c-31 L �eocK 140emp CUe43 (rO 36- 4EMOVED) 3 4 /0 10,3 - 4 5 �g— -m - -- - /0 Iry T 91 y 4� 14 a 60-0 MEN" aall 20 kD- eu LZ N 40 �)4 10 7 L G.52� tQ + cS /0 44 -S 23 Q,:> + 103 oil N) 6 QOD IMPH. w10 rulm A roe, A'r'�et,, RV PVr DA IVIDT14 0116 Aj JNr. ' TURNER AVENUE -is U,18, Q09 &CON-4 r 0, ci5ScCr10Aj RETWIN5, AEV 3.ki j 14� �Q (CONT\D) R SHEET) I;Z� 14-4-zs 6., -4 !� 2) + DESCRIPTION OF REVISION 0) r-r, U. IcIii, 08 123 INSTALL STREET L IGHS - SOUTHERN CALIFORNIA EDISON COMPANY (950OL). ER PER STD. DWG. 3104 ( 12'' C.F. ). �o �� Q 24 - CONST. A.C./ 0 - A.B. SEE TYPICAL SECTION, SHEET 1. e4 CON5T 8' P.C. 5ERM PER CIT� 3TD DWO. N2 313. 107 3 STD. D14G. 308. CON15T 'P.C. p PEFt TYPICPL 5CCT10N-&, zo, CON6r. aos A.c. D CURB ONLY (a" C.F TO 12" C.F. ) PER STD. DWG. 3 1. CITY OF RANCHO CUCAMONGA k Lu �4 -8 5 REMOVE EX16TINC, AC f -F�C PAVC^�N 60 W/v MONOLIT141C CURB PLAN AND PROFILE 6 —CONST. SIDEAA zt (D C P LANGE ENGINEERS of TURNER AVENUE E'LY SIDE 7 EING ROC;' & MORTAR CURB REMOVE EXI AVEMENT PER �4PKA-I: SEeTla- UP T T',t, * - XRCOW A10 I/7e ONG INSTALL CATCH MSIN #3 STD. DWG. 504L =9' , V=3.75 ' , LOCAL DEPRESS TRACT 12040 FROM D F 04 -6 _2 2 .42 q EE ,",cE r 3 10 �02 ARROW ROUTE TO STA. 22+ 00-00 — 5ATE ll E R REMOVED AND GIVEN. TO CITY. VfHjLLjp--((dr= RC.E# Cl 2 Ctl4d ErWIN DQTP >—E 36,00, 13 DNT TO B - RELOCATED BY OTHERS. APPROVED BY DATE 11-5-9t- @, .C.P. 1, 000 -D) WI�OAACgETIF tWCKF11L PfR PtgN� PCOFILE WE9E0N&S CITY ENGINEER R.C.E. NO. 23889 :55.31' 15,9— LAIN & PROFILE T 35.33' DESIGN RECOMMENDED TYPICAL SECTION PFEILER 81 ASSOCIATES 15012G-,fer A a.1q. IV"o/rell (l6�INSTALL 90 L.F. OF SHD. 40 6'' P.V PROFILE. J.K. 17 RE,1OVE & REPLACE 8" A.C. BERM FOR 1749 - B S. EUC�11) AVE. QrX7�— SHEET ' N MORTAR (A.B.H. ) "V" DITCH PEk DETAIL AT LEFT. DRAWN ONTARIO, CA. 91761 nr m V E 6" A.6 . f-�Ril FOR 4" Difth tt-. F Z.S. E: 7194) 983- 1101 0 DWG- vo 78 C.E NO. DRAWING NO. 21 C016T. 944THICK TEXTURED CONCRETE PAVING. CHECKED SEE SHEET I FOR TYPICAL- SECTIONS DATE FILE NO� 781 LON6 -' u r v P -K NA I 0 F END AV EN U i BLV D y T ...... ...... ........... t BENCHMARK E: 1_: t ....... ... - B ELEVATION 1204.105 .. ........ T NO. 106 F , i. ............. 3 1 7 71 F., 1 7 15'+ SOUTH PK. NAIL IN CENTER OF WING t t # I OF END WALL ON WEST SIDE OF TURNER J* ........ ..... AVENUE AND SOUTH SIDE OF FOOTHILL T BLVD. SECTION Ill T I S. R.7 W. t ....... ......... ....... ...... t y............ LL: t t............. dt� 70 Jv Fe a, se 4, N j 4,X .... ...... . ..... ..... t *n - �v;�PJW�,IZ4, J�R C+,4 Y/19 t 4/4 _Y4 T I ..... ...... T4 ..... ........ T ---------_- . .. . . . + t.. ........ 41_............. ...... 7� ............. ...... ....... tX1 ml 7�1.4t)U U..Lo + t n :..t - -------- 40 4 . .... .......... .... ............ . .......... .............. ...... �7 f50�� t t F_ ............ ..... UA ........ .... + ........... .......... ............... .... .......... HOA 0914 40' _7 7- 22 DEMLOUrfER 23 53 54 55 56 57 58 59 60 61 21 18 1 AO-qq + k1% I it 0 t< U If r 7 SCALE : 1 40 �c �k SCALE: 1 40 CURB RETURN DAM 44 STREET— - ___ 1� _DEVON 2 t a Ci It, :4 ta Ij Lai 2 4 C exj6r 19 c -� 1 2 %— -4_F2 3 . ku N W1 /6" GUTTEe c.� �44 U) 0000 A - 90 0000 R -- 35.00' to 15 6j L - 54 A k +4 '1) 23 T =,33. *AA U) -4 770 s' c le 4 1 w + Lu 4-4 U) E Y\I ST, ImmV. n A it tn z if)in 75 PE,ia 58CED FILE 0 rPI9-,9 CL L Ld > I r177 /0,w 31 tn ol 6 r -3.C7 Af ORMe c UA FILS NO. leo�7 DWG. 4:�, T aL1 X, ROCR 61 IAJ 160 24 y0*07'00' W -4 1 M Fo' PE E ;r 77,15T q.C. PVM r-> PL AM 619 w X.3 y z W_ 10 c7u"IR ST41cco w In RR 5:4 c� 4fx15T covyclejeIrl 9 7'16L OCR WU C14 u rIoly L30 PNCIFIC 6L. �AtL. CO + 4- Lz:t rf,41V5C0Ar1iYeNr,4L UjYDL1R- K 'A w 1' 30 le' 50 OgoUlyq C,4,eL E (pq(goowe 41-U /0 qi 1A4 4fl&Y Sf9v1Ctf,) 'Fole toe -4 2 ��SPDD Impgovemim4 w7o Tugvcq 't HEV 51Dr�1LX rO 14 C kZ4 1086),4r1Z, LEVEL LINS _E 0 Wl(; MON011MIC cuttlile;, A6v 4 �kr (% zoi C1 C I? LANGE ENGINEERS T*R. Nf' 3(01 amp 1AILETS EET DESCRIPTION OF REVISION DAT E APPROV. *4 cri W/ aglir68. UP 9178 AMONGA C4 2 8 D 2 2 CITY OF RANCHO CUC (��03 G UTTEe DeTAIL 14 - I -_ - - 44;r P 1LJUNtf'RCE# DATE 5TA. ??+9(#.(# fo 23+,3&.q 0 H I PLAN , AND PROFILE N ARROW ROUT - N*LY SIDE 0 CONS a FROM TURNER AVE. TO DEER CREEK CHANNEL - CONST. MODIFIED CURB ONLY (VARIES --- ELY SIDE TURNER AVENUE A CONST. AC 0144ffLAY PiER ryPIC.41- secr1o1v11)\ U CONST. VrTHICK T 0.4 V6116V TZL� SAWCUT � REMO V E E X I ST. F2 6 6 1 A C, PVMT 6. Eb RB 8i R96 6UH B.Z� H lei-,wvf Clea0exf ol-moilc IAILEr IA6T,9LL DEVON STREET . M TO CITY. Z--24' 6 Xf? 1AIL E r5 kE1A1F0eClfD COAIC. COLLRe. IGNS TO BE RFLOCATED R leEMOVED I GIVE ow ur5 Q) TRACT 12040 94'MOVif RIOT W/ DATE APPROVED BY H SIGNS TO BE REMOVE'D OR ELOCATED �Y OTHERS. EX15r ?I$ fe-P '0� R.C.E. NO. 23889 TO GRADE BY OTHERS. 10 CITY ENGINEER �lE MANHOLE To BE ADJUSTED TO G�ADE BY OTHEPS. I I IQ,�� + R&%OMM N ED GHTS - SOUTHERN CALIFORNIA EDISON COMPANY (9500L). commuctiro ro oaw ete1wr DESIGN CONST. A.C./ 0- A.B. SEE TYPICAL S (TURNER) IN3 T,91 L Fcav VN 8ERAIRRDIA10 CO PFEILER Of ASSOCIATES e A!.AL SECTIONS, SHEET 1. (ARROW) n000 cowkoi. Darkler Nay JX . DRAWING NO, 161-9. W.1 OF KINLOCK A VE 1749 - 13 S. EUCLID AVE. 03 PER CITY STAN H VERLAY & FEATHER (0. 101 OVERL"Y PEP, STD. 4�j tA s CONSTRucr W wioE SIDEW11114 141 r," MONOLIT141C CU10. 3? L Ole 04 lee,* DRAWN ONTARIO, CA. 91761 SHEET (ARROW) r-ApiSTRUCT LOCAL DEP SE G" GENTE rO C0A0T?11Ct1aV. Z.S. E* 983- 1101 ER ( 12" C'. F. ) PER STD. I)WG. 304. (TURNER) %1wl NO. DRAWING -C.E NO._w_ _ " TO IT' GUITER). (TUR!,'ER) CANS= 6T 8" CURB WITH 1811 GUTTER PER GITY STANOARG #302 (I)EQN). 10 ..,u .9tc_00N C�E!,L FILE NO. 761 CONST.-__"V" GUTTER PER DETAIL ABOYE. (TU ,iER) A.G. BERM & PAVEMENT AS NECE I v QATE 0