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HomeMy WebLinkAbout697 `TIMATE FQUANTITIESE1>, O GENERAL NOTES DESCRIPTION QUANTITY TRACNO 1 . ALL WORK SWL BE DONE '$N ACG RDANCE WITH TH S PLANS AND �T HE c i-rY OF RANCHQ s CONST. 2 1/2" A.C. PAVEMENT OVER COMPACT NATIVE SO L. 183458 51• = 288G Tows• 95 CUc• STANZSARD$ ^ASID 3RECIFICATIONS. ' 8" CURS & GUTTER X711• Ivo. 115 8 4D9 LF. � � - '` • b" CF. CURB b GUTTER STD. NO. 116 , 563 L�. 2 . STREET MARKERS, PER'P_ANCHO CUC. CITY STo, 3©3 �, 303 A. SHALL BE , CONSTRUCTED AT EACH INTERSECTION. ; CONC. CROSS GUTTER • STD. No: 119 2806 REMPVC EXIST, SARRICAOE. _ - I IG LF- 3. ALL PIPE LINES 013 SUBSTRUCTURES OF. ANY KIND AND TELEPHONE" OR POWER DOLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN. OR NOT SHOWN ON THESIS PLANS WITHIN* TF THE�3ARRICADE I I G LF. THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT' AREAS WHERE IMPROVEMENT WORK IS • LL TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO CITY OF 8"CUR$ ONLY FOR C6's AND C R'S 312 L� - - • _ ."* € RANCHO CUCAM NCGA URIvE APPROACHES i,4-j @ 132 ) 6,468 sl-. �. ` STREET SIGNS STD. 303 4 EA. 4. THE RESPON$IBIToITY OF ADJUSTING MANHOLE COVE S, PAVING REPAIR AND PAVING , I REPLACEMFNT' IN CONNECTION WITH.,SUBDIVISION SEWER AND WATER LINE INSTALLATIONS i WILL BE- THF; RESPONSIBILITY OF,-THE OWNER.-, 54" P.C.P c L Ass i o000 . 25 r LI=. i 2c " R.C.P. CLA�s 1250D 61 ( LF. 5 . WHEN CURBDEPRESSIONSAR$ PROVIDED FOR, DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUC- t 42" R.c.R cLASs I100 t1 I320 L1 TION WILL BE REQUIRED IN ACCORDANCE W, It CITY OF RAMCHO CUCAMONGA aro• R.0 P. C L ASS 1250 O. 471 LF DRAWING NO, 128 AND R$LATED SPECIFICATIONS-. ! 27" R.C.P. �, 125o O, 44 LF• p .Q t ; " INDEX MAP '' + 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIT,zAR13E HIMSELF WITH 24 R.C.P• �, ISOo 10.`/V/CoNC. 13�CKFILL ��� L N . Z3 d d o 0 - THE SITE AND SHALL BE SOLELY' )t SPONSIBLE FOR ANY DAMAGE TO EXxSTING FACILITIES' 9585 t STORM DRAIN CLEAN OUT STD. 208 5 Ep,. - - d (3 0� '1� RESULTING DIRECTLY OR INDIRECTfY FROM H PE TIONS WHETHER ,QR'NOT SUCH I CATCH BASIN We 14' STD. NO. 'ZO6 NOT TO SCALE �y� o% 'S,rt . CATCH 8AS1N w. l5 STD. NO, 206 � Eq. 2Q Q7 p.N° � FACILITIES ARE SHOWI�,ON THES13' PLAN5. _ `�� � f � � , ° � •°� s , ` * CATCI-+ 8A5IN LUZ 21' SSD• NO • 206 q,. EA• �: .. 7. SHADING ON STREET PLANS INDICATES A;Q, PA�IEM NT TO BE INSTALLED. r CO NC• CCt_t- R pE R 1 ,AC,F.C.D. STD• NO ?-03133 S 44 8. A PERMIT WILL BE REQUIRED FROM CITY OF RANCHO CUCAMON GA # CONC LOCAL DEPRESSION PER LACFCD 2-fle�B 1336 5>= O 25 28 N TO ANY ENCROACHMENT' OR COtISTRUCTION WITHIN' THEIR EASEMEN'T'S OR RIGHT OF WAY. t 4 COLIC. ROCe- SLOPE PROT�CTi0N 1400 5,F �.; Z Z •• e _ - aF 4 s �ATG1-1 �A91t`1 r; Ire' STO. W0. 20ro ( E O •' 9. WHEN ASPHALT CONCRETE IS PLACF)D ON NATIVF� SOIL WHICH CONSISTS OF A ROCKY 21 �W 0 U 43 I 49 MATERIAL, THE SUBGRADE SHALL BE PREPARED Ay REMOVING ALL AOICXJ WHICH PROTRUDE `�I Q 2 LI r ABOVE THE SUBGRADE AND ALL VOIDS `OR DEPRESv6*10�1S SHALL BS •FILE, - WITH A FINE rL�o t Q I W GRADED MATERIAL OF A QUALIFY BETTER THAN, THE NATIVE MATERIAL. , ; i -�912 4 31 32 33 34 35 P, to 2� O 3p , 36 37 3H 39 4p o 41 ti� \� 42 s Q p 4,6 10. AT THE COMPLETION OF ROUGH. Q,RADING A MATE ALS RZPORT AND.'IgHE. PROPOSED STRUCT- - URAL SECTION SHALL BB? SUBMITTED BY THE T CT' ENGINEER TO THE=,SUBDIVIS�ON D SECTION OF CITY OF RA NC1•-10 CUCAMO UGA i�012 jukvlAw AN• EVkLUATIOW, I Q = I93.4 APPROVAL WILL BE GIVEN WHEN A4 STRUCTU FT ' /,► 1 RAL SECTION RE�UIREMEN'PS. HVE, BEEN M HILLSIDE :. RC1�D SHEET NO •4 J i , f ; 2p NO .Z. _ SI-1EET NO • *< + :� 19 I$ yA00, 7 ��ti Id ���. \o. I . 11. SUB-GRADE STAKES;' DRIV$N TO TH$ PAVEMENT ,SU&-•GRADE ELEVI�TION,° SHALL BE' SF,T BY Wp P> ,� 3 THE CONTRACTOR OR ENGINEBP. THE `STAKES SHALL B� SE'T{ A cuo,rv'N PO I NT5_ +t A _ 16 I S t3 W W 47 Yr1, TH.IDT a.Q 1,� F00'I` Old ;,1 =G�tA,�? s EL.PVAAT'IOC ANI? AT NCT` MO" t 14 {✓ W THAN 50 FOQT INTERVALet ADDITIONAL STAKE$.' Y1AY BL EEDEi� A7� WARPED OR vBRTICAL � .. 13 12 1 1 WW I O g g '� 6 5 q. �� CURVE AREAS, SUB-GRADE STAj%S SHALL BE•1INP� -kAC$ PRIOR-10 PAVING Td. PH�MIT SPOT! I-S CHECKING OF SUB-GRADE BY IN$PECT.IOW- PER5QNNE A; ' 12. ADEQUATE $TAKES SHALL BE SET BY THE ENGINEER TO ENABLE THH CONTRACTOR TO'-CON- • I V STRUCT THE WORK `�O THE PLAN GRA.AES. l 1 49 13. ALL SEWER, WATER, AND GAS' MAINS AND jATEF*& SHALL U CONS4RUCTED TO EACH, INDIVIDUAL LOT PRIOR TO PAVING. 1 14. AT THE COMPLETION OF PAVING A MATERIALS REPQRT. SHALL. BE SUBMITTED TO Tli ,COLd-- 1 TRACTS ENGINEER OF CITY OF RANCHO CUCAMO NGA LISTINQ AL f 4S'TS OR DETERMINATIONS COMPLETED TO VERIFYs A. STABILITY,' OIL CONTENT AND•SIEVE ANALYSIS OF A$PH�1LT' ? Ww, SURFACING ;� t 9B' �'6 , B. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALE FQF AGGREGATE 33 BASES*. 11 @2 22' 11 C. R-VALUE AND RELATIVE`COMPACTION TESTS iO Mg TREA' _RASE t 5.5 3,5 s 5Neu CONSTR�CTION NOTES OF SUB-BASE. i x i Ol CONST. A.C. PAVEMENT O.14 E' O- CONST. 811 CURB & GUTTER PER RAW-HOCUCA• STD. DWG. NO. 115. 0,2S, 33. CONST. 6'' CF. CURB & GUTTER PER RANCHO C-U A. STD. DWG. 116 . �rv�L ><�. L1Ne� O- CONST. CONC. CROSS GUTTER PER RAW-HO CUCA- STD. DWG. NO, 119. I - d�;' 11• 5 . INSTALL BARRICADE PER STD. DWG. N0. 305 & 305 A. 6.O PARKWAY GRADING VARIES BETWEEN CURB. & R/W. SEE ROUGH GRADING �g ,• �' Ir•�< O PLAN. 15• �T RI=ET APPROVAL DOES NOT• INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE i 2 2 RouN1� OF QUANTITIES. ' FOR flR1vEl Y 16 THE SUBGRADE UNDER SIDEWALKS AND DRIVEWAY 1jPPROACHES SHALL BE SCARIFIED TO X"1' TYPICAL SECTION 6s' Rey/ PuRPosE 1_INI✓ DEPTH OF AT LEAST EIGHT (8) INCHES. MOISTURE SHALL BE ADDED AND MAINTAINED T04 SATURATE THE SUBGRADE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND NOT TO £�C�LE THE SUBGRADE SHALL THEN BE MADE WITHOUT COMPACTIVE EFFORT. H I LL.SIDF. ROAD ' AND CANIS�T'EL..- AUE.NUE i T R/W R/W RMi 6O� R/w 5 0' 30 25' •_r 25' _ 1^C,� 18' '7 ' 65 HIIJ• � 5.5 5.5 6 5 -J •. HILc.gIDE Ra ---- .. 5s ss' _1 6 6 0.0 z z � r1 Sir 0.22 � `� , wl LEON Avg = o o ! 0 3l NE O/ �, 4 CN AFFEE LEvc--L -' LINE fnv _LavE a _ - _ - - - ?^0 - - ®�f '�• 0 COLLEGE , �,:�'• ` 2 I 3 - f=OR DRlv1=wAY N TYPICAL SECTION 50 ' R/W PURPOSE I-1NE NOT to SCALE Ty i CAL SECTION 6O' R/w /ICI N ITY MAP C DEER CREEK LANE KIor To SCALE GATE AVENUE MANGO STPI ti i 1Y t PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE The existence and location of any underground utilities or structures shown CONTRACTOR SHALL VERIFY ALL on these plans are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- tect the utilities shown, and any other lines or structures not shown on these CREPANCIES TO THE ENGINEER plans, and is responsible for the protection of, and any damage to these ' PRIOR TO THE COMMENCEMENT lines or structures. OF WORK. I NO, DATE ''` PREPARED IN THE OFFICE OF *�. REVISION APP. •`�. IMPROVEMENT PI.AN�a '- •- BENCH MARK N O. 224 MADOLE AND ASSOCIATES_ INC FIELD BOOK RIFF QTY �`- FOR • W.O. NO. CHISELED +Q~ Il�1 3. CURB --- _.__ _ _ -' - -' .� 1833E 4th Street Suite 230 '� AI�C�'�O ��� �����' TRACT N00i SANTA ANA, CALIFORNIA 92701' MROAD NO. RI�.TURN 9•M. COP2NER - DESIGNEO BY: J.Q.D. At�PROVE BY PHONE 714.835.2548 Ot tAW N BY _r R.S• W6. NO. ! r. HAV MN AVE d YV I L 50t4 AVE.' •� -- - - - -- F I L E NO `t 1 CHECKED gY� DATE ` �,� •� ELZ=V • IF317. 93 3-9`� RECOMMENDED 9Y R.C.E. 14814 OATS NO. RE�/l5l Ns v O T� ,� <, z � TITLE SHEET:. SHEET or, fTT. •' ' i T-�. ° _ __._ _. ._ _ -. __ _. .. _ ._ .� �. - _ __ _ __ .. _ ,. __ ..yam-- -' � 'J Ls 118.13 O •C• = 317. � o •C _.. :: PROP. TOP OF W • CUPE3 2 L= t 43. 99 0•C . Qot U la - U L=34.96 E• m �-f-- PART 15fl /'� t7 P.t•- 1922.2? A Q --'� N 1:>R00. TO14 OF N .eURf3 _ �X 19T. GRO.J1�lD N O N U a / V.C. $ d J ARS' 104'V-G l-r3t.42 L'3�• 2 PART. to© � C. Z N t(1 N/9�(AdN N N m r d U22> 4111, 41 P.1.- 1909 56 o a aC Pt•_l91O.1V (} + N N Ld i , 061 ��� + c� N N N N - 8N t so _ p �� - - - La U _ N r Na 0 d c p R CN ad w 61 a O �? Q r �' - - - - - a �� o o �' 9d) v s �'4O� rn - 4 4r m�_ 06? s> -- ± 4 0 -�! �+ tS} 0 Y2 (_`61 (a ��tQ } 0 (p t .- cr1 + - co _ r - � 19 10 r � mm U Q r Q d $ O 0� PROP. � GP-ADE � �So,V.� '� N T 6f � c9N to � o d o N 8 R - N : Q 100'v-c• Pt= 9U9 IOor •c R1. I'D 10, 2,46 N N F J� 4' �d + I Q - _ Oct) Q Q Z j ' �� d + 4 1 U E) sJ _ -� _ _ �} _ 0 r / 0 , {� . i - - _ + N 0 � m t• d � U �" - ¢ Se's Aar a > �t u: �- v f N �- N so tQ PRO G€2 m U a� 0 0 �, �. c�i NDN _ �`N CO 0 ,c p '� 0 06 U dt� Q -A _ - I _ c� + N IA dl 0 d0 � © Q �� tQ + Q ¢ © Na + o + � N ti pr• 7 -_ R rsod• r � c9 + t1� �� _� � � 6) 6) 6) 0) 66) Q m 00 l'EY20 + r 0 - _, �_ 0 0 1910 Z 0�� ¢�Q 4 Q Q 1✓xiST. GRD .tZt4'�, - m ,.� PROP. TOP OF � y d�� d t!tiN 61 d � 0 � ,� i � - N + 0 J --_� I R`_ 2 N A4, 0 `6 N _ N �. S CU 13 to oV.� a� � ® � � 0m p N ?r._ t� 4 a� -_- d + Q U -�' - too vc. 1'j.- 1,5013-sr,, loo, e• = IgIQ,-tc7 _ 0 _ _ p � N 0d 0tA +� 'gym od / j 0 S 0d Q c9 . D - + � 4 06? N o . m $ f.S N a �V cli ---- R=o �: N + N c`► j 1� 6l 0 /gam , c9 > U N r R=0 52 % Co C. - N 6� �" (J 1` - U 0 C`. A PROM . Tolo' OF 0 (Aw Q - N � + N 8 a 0 ,gym p /�N +- N N 6} 0 ` J� - .45 CUR$. + O 6i 0 _ r R - + 0 t S• 0 ' 0 m co10 � _ R`J•Soy, _ co $ 0 0 Q t910 to 0 4 x - 1.10" c� ts► - _ r d 1.1 m , -- -- -- - �, ; Q �_ Xtgr. GRD.C�• S CURS _ .- �_�►� - 0 N U R . r. t9 ��4 r 0 (Q L= 3 11.00' a C Q -- - L= 317. 9' y PROFILE z � IO f I �'Z I�' HORRIT 11" 40' a' I5 16 I I� 19 2d Z1 DEER CREEK LAME BEE SHEET NO.G CONSTRUCTION NOTES 21 CD 1. .CONST. " C.GUTTER PER nANCHo c STD. DWG. NO. 115. Im I . CONST. 1; CURB & GUT uc.� , 'a 3. CONST. 6" CF. CURB & GUTTER PER RAtvcHo oucA. STD. DWG, 116. I O CONST. CNC. CROSS GUTTER PER wAr�c.r-+o ccx}t ,STD: AWG.; NO. 119. Q N N co IS' 18 5. INSTALL BARRICADE PER STD. DWG. NO. 303 & 305 Aa' 7 .N N 0 11 O PARKWAY GRADING VARIES BETWEEN CURB & R/W. SEE ROUGH GRADING• a t + 0 N V I 6) 1 = 40� REMOVE EX15T. 0 2 - I \ N U SCALE BARRICADE } 115•�� I A II• ��, alb yg L--XIST. 1 MPRG/ENII=TJT 10 tv 692 5o E PER SHEET 4 o F 7 F3 /3 MANGO STREET 135.00' 133. 44' I SEE SH FEET WO- 6 30 i 1 6 c 22 M + 0 r G + � � m II z I !p � w N �' ��� w I to + d Q O ty 20 �?i �o' `�Q,�! H 2 N Z 6 l9 14 2x' 81 �9' �� I1o•00 13000 ' W N P. S i6 - m (V R.C_p - - - - - f - PROP. sa� R.C.P. ��V1 -t_ - - _ _a`� W W CURVE DATA 18 _ " _ Ola Na�2i so>= N p Ro p o s u' !, R L T 13g N \ooh 2"� RCP S X83 W .J AA 11ZS:3G'• 722.00' 143.99' 72.24' G 46 _+ I 6 1 i 1 J I°2.67' 30�2 4' 133-00' 133•oo' 133•o0 N 8 26 5152" 700•06 32a.21' 1 G-7 .1 8' , c 26°6 I'52'• ro7g.00 3 17.g0' 161. 93' 17 Op (0009'IG" 20 .00' 34.96' 23 •90 E 72 30 36 20.00 25.31 14.67' ' O 92228 722.0° 118 .13 59.20 HILLSIDE ROAD t Z Oz(951,52 722.00' 338 S3' 172.43' 1 rp c0 - HO 90 oo'Ob' 20.00' 3 I. 42' '20-00' S 14 13 12 6EWCH MARK MO. 224 PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE ��°�� �j= IMPROVEMENT PLANS FOR W. 0. No. M MADOLE & ASSOCIATES, INC. RANCHO CU(; ,MOtlGA TRACT No*CHISELE(� o IN 5 . CURg CONSULTING _CIVIL ENGINEERING ROAD N0. RETURN S.E. CORNER 1633 E. 4th Street Shit• 280 ~` DRAWN BY: R,S• APPROVED BY: 9585 HAVEN AVE. WILSON AVE. : SANTA ANA, CALIFOgNIA 92701 DESIGNED BY: J R D FILE NO. PHONE 714.835,%2648 ELEV. 1817 .93 V " `� - CHECKED BY: DATE 6q '3--3--79 RECOMMENDED BY /3 QO �G.�O. p H1 LLSI i� ROA[ SHEET 2 OF O•� M. MADOLE R. C E. 14814 DATE N0. REVISION BY DATE lCITY NG NEER R.CE 23889 DATE J. N. 110- 147 w I� V•C. R1.= 19o3.aj4 d ' O .. . g m �` XtS-r ,GRD- (DW. CURS; J ... OP fi + 0o N 0 Q • cv d, 0 W N N o f a- p° 0 d - d N / Lo N m' _ . _ 0 PRot TOP ov N CuQg 4 e _ 111 _ - F V• • - ^, F i Fco 4 roQ <�. p - cQ n tO N `l 1A 1903 N; 1900 > taD v 0 S .t.z 1893.44 �` f X 89© (►.•may // 0 ? Q t` U Q _.� m0 av' N 0 _ - 0 Nc4j � d 0 �: . m d m �° 0 d `�CQ U Q Ev ? l� + *+? Q m U � N 0 0 Sa CD Ci NcD c0 N -0 GRfl. a Nci N « r CD_ N r - PROP GRAa1~ N C. z J d 3'`3CD 4` --- to {.9 0 _ 0, r0. _ a � Iq �` �'1g � t8 •3 r` d 61 > U Nt q I(1 �N:r• Q1 t4 d- Q U , NtinL�31 42 LZ 3142 ? _ acmv 4- l \ 0 d �?- cJ mtOtD � _ is Nt� QW lo N ; }+ 0 NN � 0) 41 0 + N0 p0 Q po N N C0 N 00} + m _ •X18T GQD.. C� S • CURB oi / _ - N -0`0 o Qm rom _ ( (� Av [^ t� �/ - ! RO1 . T© Off' �! UR8 . F , 4} oo' vCDco � H _ 0 > i 3 co Q 80 1 0 8 0 14 p d _ � d) . �r • • V N � } m r a So 0m Q - t' co �' � U 0 Ott — m N — � � + � _ a>< p m Ni 0 -4. y _ t — F PROFILE 4 - 4- S '2� HORtZ. 1" 40' '7 2 - - 0 I 2, , VERT:- 1" = 4, rg '�; t \ 3 3?! �2 �3 34 35 aro 37 38 30 4O 4.1 WI �2 c z JIM ITIp m H I N N rN m - 1U-Im . � �N Q— N V Q m ' Q Oy 2 �) � A Q L 13a.oo' 130�© 130•ate I�O OC,' 13d G� 130 �O' 130.00' 145.00' ,Z O M 11 Lu =-_PROP�G P-C_P�SD- SEE.• SHT. 8 — {�--�—^— - �— — PREP 42—R .0 P_SO_ SEE SHEET NO. 8 -- - m N � �— "�z- ---T— —_— —— — _ _ —_— —_—_—_ PRO PT Q2 2_C PTSD_ SES SHEET N0-8 —_ —_—_— - -_��� _ PROP. 42 R.0 P. SD �p� w I_ �i, a _ zg 2a -(� r 2� 28 N 8921'SOE 2� so 3� as �� SEJ= SHT. N0 •7 33- W w ire (P ((1 o 4 � o �� .`��cv �^�ta►' o� '�� m cNv e4 6' In I - � o 3 �,` 1 18.00' 138.00' 13 8 .0O' 2 1�8.Oo' 138 .o0' i 38.00' 14.3.g41 V' 2 A ..92 p� =o �o ma A Q CD 0 6) tY o +, + 0 12' 18 18� 12� U 12 II N � ci l 0 g 8 7 6 5 4 SEE SHEET N0 . 4 DATE A-V E. HILLSIDE CONSTRUCTION NOTES ROAD O 1: CONST. A.C. PAVEMENT OVER 2 'CONS T. `8" CURB & GUTTER PER MW-HO0J A• STD. DWG. NO. 115. SCALE 1 �3. . CONST. 61' CF. CURB & GUTTER PER Iia,NcHo ccxa,• STD. DWG. 116 . 40 C4,O CONST. CONC. CROSS GUTTER PER RAwc4 cuu*• STD. DWG. NO. 119 . 5. INSTALL BARRICADE PER STD. DWG. NO. 305 & 305 A: ,6 PARKWAY GRADING VARIES BET14EEN CURB & R/W. SEE ROUGH GRADING O PLAN. CURVE DATA R L T 0 90 00'oo- 2o.oo' 31.42' 20•oo' BENCH MARK NO. 224 PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE CIT`r OF IMPROVEMENT PLANS FOR W. 0. NO, MADOLE & ASSOCIATES, INC. RANCHON� 11, CUC� ONGA TRACT NO*CHISELED d iN c-5. CURg- ROAD N0. CONUTltjq 4NGINEERING DRAWN BY: RETURN 5F--• CORNOR HAVE1833 E. 4th Street N `� 9585 SANTA ANA, CALIFORNIAuita 280 R ,6 APPROVED BY: 92701 DESIGNED BY: J• R-Q FILE N0. A\./E: . & WILSON AVE. PHONE 714•$35-254$ f DATE CHECKED BY: H i LLSI DE ROAD ELF-VATION 1617. 93 3-9-79 RECOMMENDED BY �0 SHEET 3 OF MADOLE R. C E. 14814 DATE NO. REVISION BY DATE ICITY4C46INEER R.c.E.2388g ATE J. N. 110-147 w u 7 1ST GRfS. C3 N• CVR$ r _ 100 \11 Pl•� 19o3.a L--31,4 N d o �V m _ m r' i5l a a � GJ c4� m � � 0 0) 0 N N 0 q m s 0 63 0 0 cr1 N U 0 0 Ij) '\ w o 0 4 (0, m U p ti c� N- - - - _ _.. $: Nm tP Q4 0 w Q p� � N Q N s 0m N � -N Q, Y• a - Q. TOp Or 1J • CUR IY �Q Q U# 1� > P 1. t8�7.94- PR© 6 i d R Y_ 07 o n 2 t3 - ; •I` _ d _ r• -I� N mIN � u 18 0 . a d o d Ct co 0 I` I 1 N h ° oQ _ 188 4`" a ¢ Qlf 0 � Q T c0 — 6� 3 S GR G t9 I r _ \ flIRT @�R PER 0 p (� (� 4? 900 Cn `v G 'D.PLb.TI 1 V m 0- <. rDa t + (o z T N to r O Aft;Ra045•a� Ra �. / + �;cli 0 — W m _ > ccl a 0 m m m >* `� 0 a m ro N > ° `a m o CD (D l9 u ( 0 N (� p Q } Q Q �4• � Y �' sC U 0 y! cn ` " qp rp al > r �: _ m 1SG j Q c9 N N �s► F m F� 0 _ _ c9 — 0 t9 1, t0 _ Z c0 _ 6o v c. 0 N t9 N+ u m r a 0 a u �� - 0 \ _ 0 4 — t7 a c} p r.= 1�3 8 U Q` 0 0 + �- ,:+. U1 R 2•© t9 dl Q 4 _ � c..otz.�.M.Q OrzAit� 0 U t + 111 N - 7 m N 7-- - J > 4 f o /• -- - - 3�. X i X P- r q. 4 (9 Ct - In \ 6� �} p m N a ; 0 s� d ''` 8 A.c �3ARF21Ef2 ALONG '�.�. Q — 4G f7 -� Ire� mCD m N' o �D JI d PROP. t, GRA0E- �; ANo A000ND P Pr s h N �° Q © t m OV N 1` � N 0�m ink o� �D p 'E �- 0rl I .Q . Q m Q} 0 + rn + 0 N -- I B f I8 © p .2 = 1900 + (9 � + r � r r Nn WN �bl ; Q' 4 Z Ca3 Q / N m t9 c0 CD '` d 0 P' ( cr 4 O d— S ' . GQ0•@� 8• GU R$ m r N N n ,e° I �.a t!1 4 0 `� T m _ _ to r 4 0 I }60 Cf) - o U Q. N Rr ,2.08 t� �. �� . T)IP,�T SERA PER y + } R R:2 � _ Q aN N61 Q m ail a m - ,,2 . �► o m a 4 m t , \_ F i Y Q fi @ ? + 0 CF AC F3ARIER /S L©N6 EP I" ! �i O Q Q1 0U N Oi: f i fit} C4 �. f (� Q�I`� ?a Q �O Q� �C} Q w fi \ QNB /ROUND P{P�S N - t1i }N . - f �; p�E} m N m - f s c9 : _ _ >- - .. _ m < 0 I - Q _ I m In - N 4� R- d d1 U _ _. _ + �� U 'j -o _ � o. -1 X8,08 / _ 0 _ /. ,- ©. (n tYl d 8CS V C P.I._ 8 E1 fA. Z -�-` d 0? ............... .......... m f a f ar F f c9 U 4 a d - + Q� m J + '.• , 0 �Q is d w \ ,;� U 4 — _ . .' o a F * ? u'd 0 . 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Pr=R STATE STO, ` F-C.'72-2 (WETHOD SCALE I = 40 CAN ISTE L AVE • '8" PLACEHCNT usttaG CLAsa BACKING W03. �� H I LLSI QE R0A0 / S Ir-I NO.- 3 SEE SHEET NO. 5 EE SHEET 42 I Ill I N 4G I l z I I N m � r0 0 � � O 2 I I' 22' 22 (1, 6j � � �_�� Y O O 0 IY O t r d q0 0- a� 0 _ 6 m + U I + U 1j) U (00 (D(D ^ •(yl �' I V II 22, 22' t' x� 2N i0 I li I mut + 0 + p I a °�� OU + OD + m 1 0 V,� (0 7 (D z I�U O �� rn m �_ j I ,, m U1 m ul Q al � R1=MOVE Ex�ST. z SCO I Q m 2 'o ��ro ►, g 2 BARf21CA.DE Irv`. Q 20 5.23' �, C 3. ,� b� 230.44' •� gALVA.GE I Lu ; j-- — — — PRop. 42�R.cP. std- — — — -- _. _ . '> �s — -- m PROD SA�.C.P. 3D_ — _ _ _ 1 Ill W �o --- -. — t = — _ — _ — — ��_ - - F� a_� - - — -- m N - - - t — — — —teak +_ EXIST. IMPROVEMENT _ �4SE �3HT. 7— S N 8�J 21 SO - 4v36 , -tp SEAT n3 Z PER TT?. 9582-2 _ a - td O 38 Id Yv _ 0 S ��' i N892i 50!~ - �d SHC1=T - p 5 1���' J ( LJ ` r N J W 1 to 2I'D 3 � �" 23o.a7' 24o Oo' 3� O^ NJ 2 X63, � -o i �� N I In • � r<� 0 0 (y c0 p( + 0 cY + _ + 0 u 3 (o 00 m mw 47 10 LID I -CONSTRUCTION NOTES . CONST. A.C. PAVEMENT DATE AVENUE z CONST.• 8" CURB & GUTTER PER RANCHO cucA•STD. DWG. NO. 115. 3. CONST. 6" CF. CURB & GUTTER PER RANCHO CUCA - : STD. DWG. 116. HILLSIDE ROA O CONST. CONC. CROSS GUTTER PERPAvicHo cuca,. STD. DWG. NO. 119. INSTALL BARRICADE PER STD. DWG. NO. 305 & 305 A. O-- PARKWAY GRADING VARIES BETWEEN CURB & R/W. SEE ROUGH GRADING �) PLAN. SCALE 1'= 4-0 PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE CITY OF IMPROVEMENT PLANS FOR W. o. NO. BENCH MARK NO. 224 MADOLE & ASSOCIATES, INC. �, CHISELED n IU s. CURB- RANCHO CUCAMONGA TRACT NO. ROAD NO. M(SU TING�CIVI ENGINEERING i" "1833 E. 4th Street Suita 28b : DRAWN BY: R S. APPROVED BY: RETURN SE• CORN@R HAV)=lV SANTA'ANA, CALIFORNIA 92701 i9585 DESIGNED BY: R.D FILE N0. AVE 81 WILSON AVE. _PHONE 7.14!9-35-.2548CHECKED BY: DATE M I LL51 M ROAD Igo. 109 ELEVATION 1817. 93 3-9-79 RECOMMENDED BY VM -MADOLE RX E. 14814 DATE N0. REVISION BY DATE tYY NGINEER R.C.�.25889 DATE DA` IE A\/ENU� SHEET L�. OF , IN. I Io- 147 00) . (0 cY 4 CD Q IRT l l EXIST GRD- @ W CUF3F3 ��D BER r� N �f P GR` SLA PART E©o v c P 1.— f� c 7 �p d �- pe m�" 0 0 80 $ , . �- ` p5 N v U f 0 i Q� 0 � � , _ m _ I a + 0CHECKED BY: Q coOj - C6 moi a 0 0 �' c� c0 r 4 0 0 rJ - d f` ap - t0 + 0 \: DIPT t Q1 V + 10 �< _ d O lY? '� p� Q 1 04 I i m- �`� ©iJ, aju) _ 4 0o (. I Q — U} m - ,C Qf d - + 0 t1 d� E p f �= rQ m cv 14 t� N U f 4 2 - R Ci' N Z IN y ! N -- co . � ;N ,Ao © 0 c0 0 o : � �— — _ N �' IPa tc r I P� - DIRT BEI:�P P�.R G 'I) P N 0 a _ - w Eat Q p N m � = o �` +.nom 0 U I` _ _ a o _ h r 0 � Q fcDfi _ �� Of 0 0 � $ � � 3 .0 �� 0 - - U) 0� � � Q 0 � 4 �• U Q � 0 � 2 �- r ` om s 0 pp � s d m m t9 m cR (� OK Q p ..........- I ,� f -1 r ID 90) �' N — 0 PO c» — T �- 3 U l� c0 0 6� cp �, o, 0 t0 _ �o.t * Q0,4 _ a U o �9 •j d F' Q' Eoc� V C F I.= f 8852.73 Q 0 + (� ? !C ID I\ 1pCD ul a Kr CD Q Q 0 0 ,1 tea : V a� co Qv 4 ' 0 i1p. A R�' LC70 v c- 0 O N t - I.- Ie-77.47 m PROFILE — ar m HORIL, F'- 40' I` IQ rY ,j _ I 1E4 I6 i6 �.> VERT. 1 - 4 SCALE F11 LI-SI IDE ROAD SEE 5�-f��T No• 4 1 2 3 42 43 U to (D of 0 v- 0 () - \ N U O U N' \ + m II NU r U) \ (D REMOVE E>C(ST ` 'ZI(p� 145.00 121• Ivy BA.RRICb.D1= } 13e.00 13900 121.81 3 4 ^% 125 OC) _ \ EXIST. IMPROvEME.NT N �� �1v PER TR. 9582- 2 �' Q��i _ 4 9 to ► 1 0o 10 OG W �R I SH1=CT G OI=G 1 f ^ tt A\ tO - _ _ PQOP. 24 R •C•P_SD SF-E E3fHEST. NO I5 N I p� �� i1r�j �1 v ��� i�'1� IIa .12 138.� 138.x' 115.58 3, ,� (Is•oo, 2 135.00' tgo.00' �\ UI (97 .� r= N oO Ii � 0 d Oo� z �OL � FZ N U t Z I (� nx •� 4� Nu 46 45 44 �0 f- q g 47 _ CONSTRUCTION NOTES 11.. CONST. A.C. PAVEMENT O CONST. 8" CURB & GUTTER PERRpW.,Ho CucA- STD. DWG. NO. 115. CAN I ST L AVENUE 33.. CONST. 6" CF. CURB & GUTTER PER RANCHO COCA . STD. DWG. 116 . O— CONST. CONIC. CROSS GUTTER PERRAwCI-IOCucA- STD. DWG. NO. 119. 55 INSTALL' HARRICADE PER STD. DWG. NO. 305 & 305 A. 60. -- PARKWAY GRADING VARIES BETWEEN CURB & R/W. SEE ROUGH GRADING PLAN. CUPNE DATA O R L T OSC 37'04- 20.00' 31 .63' 20.22' O89 22 S6' 20.04 31.20 19.79' BENCH MARK NO. -22 4 PREPARED IN THE OFFICE OF FIELD BOOK REFERENCE CITY OF, IMPROVEMENT PLANS FOR W. 0. NO. CHISELED �,. I� �. CUBO- MADOLE & ASSOCIATES, INC. RRA�."CHO CUC-ANIONGA TRACT NO. ROAD NO. CONSULTING CIVIL, ENGINEERING DRAWN BY: R.6 . APPROVED BY:RETUaN SE. CORNCR HAVEN 1833E. 4thStreet Suite280 •SANTA ANA, CALIFORNIA 92701 i' DESIGNED BY: RAVE . & WILSoN AVE.. PHONE714.835-2548DATEFILE N0.- 95815—v 1097 ELEVATION 1817. 93 3-9=i RECOMMENDED BY 13 U CAN IS rE�-' A�/E:NUE M. MADOLE R. C E. 14814 DATE N0. REVISION BY DATE PlQ CI Y ENGiINF-Erz R.CE, 23889 DATE SHEET 5 OF 3 J. N. 110- 147 aJ.75 J C p.0• PI'= 1944.87 s ... _ r .. 0 10 — ' d loo v.c. , (3.1.-t333 55 >n ?:� 0 ', d 4 c� CO 0 1j mt r ( -n � 4 0 ft7 ` DI 2T t31✓Rt•T �!• :..� � � N tD 8.N k` PER GTZO. PLAN 7 I, m ( m N 6) Q: + t 4 61 Ci 11► dl r p. c0 V , �► t y N sm N0 6) U N (() TAN•R= 7.O'/• TAN.R=7.E M i- 0'� ? o J 0 Lo _ P ' N O t ►' I ESQ Xyl fQ 68N F 1(mY,1► cp p 41 m Nrp Q v 4) U, 19 5 0o QQ p 00 O 4' U - V101 0 - GJ I + `� � - 0, U N6) N + Q 1 ;N. �l3 Np 8 Q _ 0 �t is o, CO [. r 0 p��d1l'1 te, dN–_ _ _ 'CP`�• ,2 5 .. ll�, O 9 QI d d wN6l f si m N _(1� }U O m N L90 t+ W4 02 2 c. Q1940 v�N NQ N 4 8� 19 I Q' �//GvQ'.rQ \ t > (• ' Q to N �' 61 N Ql U �� 1 ' _ IV � \ �'0 00 ' q + maL ¢y N m U Q i935 GIF f9 m t` .�• X11 2 0 �3 - fi I� 4• + Q . r 6i d a _ _ '� W 0 to N L'� ¢ 0 ! �'� �' Q,f m a Q (V ti - CID CD V � - tp a U. _ m v r _ a $ t9 ;� N 61 _ QC N 0 _ / �.r �° Q N ;� 0 l —. f. -, N m – T N f t� dj N 4 .. U _ 1 Q \ N m N t� . p N N y ! + o c0 Od - 1 - rn t f .2M _ 4 r �0 (� O + O ? N Q 0 4 ✓` ' ' 0? t9 4 4' 1935 - 1 N J� ? p CD - G G - } - N Nw 4 61 06 N N N 0 Y/ La 1 42' �V to O`f ,� SSiirr f _ w v W Q N .� � co u to v is _ ,� F ,J o tm pQ x + (P p Off d ¢ •,, _ N QpQ' _ • , N_ f Q d _ + t �_ p1 O c,a 04 Ln .�• f" qt{ Of L=2531'`(y CQ t� .. — a • PR -(k- HORI�. 1 . 44 N (rl �/,�{ a ., Y 1910 VERT._.. V �'4 ) m + � 0 LQ mN -` $ _ ZNN 0 - N -� SCALE 1 40' jcr", eCALE t = 40 H I LLS 1 OE ROAD SEE SHEET N O. 2 R ��•/ I 28 27 I I I 0 1 6 o 0 I 2 ev I GG - 2 �r' (0 N O q m I I f �' (0 I y= 22' 22 I I + U ' 8 .2 x a� 23 (40 -7 s y 230.00 t4O•oo' I I 3 I _ I Ll- PROP 24 R.C.P. Sp• 3 I \ • - l0 - !)*ET NO. 'D No38 10 w I �ll � r. .. .. / ,� 2� g0'.00' x.52' 7 .00O 235•oo' 2a. � 25 � U 2g �2 A s2, O I o• co O ` / 0 N • p' I 0 x III � f � coO ( N t Id m 6 — I11 I p W 31 O W 24 5EE SHEET NO. 2• MANGO STREET HILL..SIDE ROACH CONSTRUCTION NOTES CRELc'QEER __ ,ANE Q. CONST._ A.C. PAVEMENT T--y CONST. 811 CURB & GUTTER PER 9AWcU0 c6cA'STD. DWG. NO. 115. 3. CONST. 6" CF. CURB & GUTTER PER RA14c+lo COCA ST'D. DWG. 116. 4. — CONST. CONIC. CROSS GUTTER PER PA'KcHO cucA.STD. DWG. NO. 119. 5. INSTALL BARRICADE PER STD. DWG. NO. 305 & 305 .A. DATA & — PARKWAY GRADING VARIES BETWEEN CURB & R/W. SEE ROUGH GRADING• Q t? L T PLAN' O 98 44'22" 53.00 35'85 18. 3' O2S7 88'44' 47.00' 21 1. 2 1 PREPARED-IN THE OFFICE OF FIELD BOOK REFERENCE CITY OF IMPROVEMENT PLANS FOR W. 0. NO. MADOLE & ASSOCIATES, INC. ' PANCHO CUCAMONGA TRACT NOO ROAD N0. CONS833UE'-LTING= CIVIC. ENGINEERING -1 . 4th-StreSui st ta 280 DRAWN.BY: R.S. APPROVED BY: 9585 FILE N0. SANTA ANA, CALIFORNIA 92701 ! DESIGNED BY: Q.R.D. PHONE 714.835.2548 a_. - -- .>- •_ CHECKED BY: DATE 7 MANGO S-i'Irt �`T' 109 3-9=19 RECOMMENDED BY `�O SHEET 6 OF M. MADOLE R. C E. 14814 Pg. DATE NO. REVISION BY DATE R ( Y NGt F p RCE. 23889 DATE BONITA AVENUE � J. N. tlo-t47 ,� j