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HomeMy WebLinkAbout428 GENERAL NOTES ESTIMATE4F, QUANTITIES 1. All work shall be done In accordance with these plans, the City of Rancho Cucamonga Standards and the Standard 5 ecificalions for Public aE SGRIDTION UNIT 004tJ11TY 1 ]forks Construction - current edition. Contractor shall be familiar / PAvEM�N T. 5F / 062 with and shall be responsible for adherance to these Standards and AC _ . ACT � cip fications. 2 g CF CUf2.E3 C-yUT•TER STD9,07(3 S e '. 302 LF 2. All pipelines or substructures of any kind, telephone or power poles, CDNC. CROSS .GUTTER STD. 308 309 S� 1,1356 water meters, valves, fire hydrants, etc. shown or not shown on these 5 �5ARRICA 0E: 5TD. 404 LF. 40 plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or 6 PARKYYAy1 CU[-VEST. STD. 50-7 b =2 ` C-Al protected in place as required at no cost to the City of Rancho RcNOvE C3ARR/cAD� R�LocAT� LF 32 Cucamonga. -7 STf1CC T. SIGN STD. 401 EA. �o $ 4\PPZOACA4 '3r 6 322 3. The responsibility of adjusting manhole or valve covers, paving repair STOP SIGN EA ! and paving replacement in connection with sewer and water, gas, phone, electric or other utility line installations will be the responsibility of the ,Q,EMOVE Ex/5T. CURg t,'G'1T-TFe 14¢ owner, and shall be accomplished in compliance with appurtenant R�kt-�,VE A.G.PAvXE�NFN7 ,g.f (oB8 Ordinances and Standards. /O /IlSTALL 1 Z_UME_W /NTer/OR OvLY) 15 4. 6ny contractor performing work on this project shall familiarize himself // /KSTALL �5GY�LUME�C/ STRF�TL/llT,4[GwGf64 �1AV6,c/UE EA. /2 with the site and shall be solely responsible for any damage to existing CNOT sx'N� facilities resulting directly or indirectly from his operations, whether or 20 not such facilities are shown on these plans. E S. Shading on street pians Indicate A.C. pavement, determined by structural section, TO 13E INS7TAfL.LE0. ?3 6. A permit shall be obtained from the City-of Rancho Cucamonga 4 Engineering Department prior to any enroachment or construction with City of Rancho Cucamona easement or right-of-way. 7. All required stakes shall be set by the private Engineer. !g SN C 8. All curb and gutter, where grade is less than 0.4096, shall be staked W /j EFT�ti�-b �8 with 3' offsets at 12.5' intervals. Place 3/4" dowel pins at all expansion Z ( �' DRry ' joints. O ,� N > O 9. The structural sections shown are minimum. At the completion of Q 09z 2� rough grading, soils tests, including "R" values, shall be taken and a !6 ? material report shall be prepared by a qualified soils engineer. The report shall contain a proposed structural section and shall be submitted ' -1%0 to the City Engineer for his review and evaluation. Approval will be given when all structural section requirements have been met. 1S 29 10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be 41 r set by the Contractor or Engineer. The stakes shall be set at aB hinge �. points, edge of pavement points within 0.01 foot of sub-grade elevation 2 W and at not more than SO foot intervals. Additional stakes may be = 3.S needed at warped or verical curve areas, sub-grade stakes shall be in 14 y �9 ' place prior to paving to permit spot checking of sub-grade by inspection 40 �r personnel. W " 11. All sewer, water, electric, gas, phone or other utility laterals, mains, or N 36 crossings shall be constructed prior to paving. 13 f •,' -1 < U 12. 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 test shall be submitted to the City Engneer, for approval R e- ? prior to the placement of base materials and/or surfacing. StiF�}'a r 42 '� 13. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to II 10 9 �" R ~� verify: < (a) R-Value, sieve analysis and sand equivalent of aggregate base. AU i Lr (b) Stability, oil content and sieve analysis of asphalt surfacing. w 43 44 14. When asphalt concrete is placed on native soil which consists of a rocky material. The sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled R/w R/w Z 8 6 7 8 with a fine grade material of a quantity better than the native material. W 30 30 6�' • Q 15. If the asphalt concrete Is to be placed on sub-grade. A soils sterilant 12 ' l818' l2' 1 registered by the E.P.A. for use under A.C. and P.C.C. shall be glrry st'u f►.v_ W 45 - uniformly applied at the manufacturer's recommended rate for the full s.s SEE SNE6T NO.' s.s -__ pavement width prior to paving. . 16. Estimate of quantities is provided by the Engineer only for the Z l�� 3 p 44 t convenience of the developer, the contractor shall make his own O determination of construction quantities before submitting a bid. Any 0 4 3 2 1 Z t,► item of work required by these plans which is not specifically listed in < PRomG-T LOCATioN the estimate of quantities shall be considered as included in the other z o% �� TRAGT No• 95 47 84-1 items of work. -� Contractor shall notify San Gabriel Valley Municipal Water District, Mr. -,- 1 '1 �?? Boa � Bob Stallings at (213) 969-2718. Forty-eight (48) hours before TY P I CA L- SECTION 60 R/ W i ;�t�• t ~.► '- J C v. H commencing construction in Base Line Road. r`F 1lWOpp Off. 18. City approval does n6t include water or sewer system and estimate of N O'T TO SGA LE �d quantities. TI = 5 INDEX - MAP u `a� cid 19. Street markers per City of Rancho Cucamonga Standard Numbers 401 BROKEN ARROW ROAD BOULDER CANYON ROAD ___ SCALE • 1"-- ?-00' � - a402 shall be constructed at each intersection. Aw^DL•R LN. I 20. City approval of plans does not relieve the developer from responsibility _ for the correction of error and omission discovered during construction. U0on request the required plan revisions shall be promptly submitted to R/w iz/w the City Engineer for approval. 5 � R/w R/w 2s' Zs' 33 6 6 33 VICINITY MAP 21. Work site and exterior streets shall be in a neat, clean, hazard free, 7 � NOT TO SCALE orderly state, throughout construction. Site shall be cleaned upon ' 18 18• , I ' 22' 2 2' 1 l ' request of the inspector. 0. 3l 3 z DESCRIPTI ON of REVISION ` o O Z GATE APPROVE 2.04- - . °- - - CITY of RANCHO CUCAMONGA 1Z 1Z •• CONSTRUCTION NOTES PLAN AND PROFILE 2 2 1 CONST. A. C. PAVEMENT. TY P t CAL. SECTION 50R/W ' 2 - CONST. 8" C. F. CURB & GUTTER PER RANCHO CUCA. STD. DWG. NO.302. Pr I� E SHEET TYPICAL SECTION 66� RAW 3. PARKWAY GRADING VARIES BETWEEN CURB & R/W. - - 4 - CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 3^3 NOT TO SCALE 9584ml NOT TO SCALE 5 INSTALL BARRICADE PER STD• N0.404 AND 405 T • TI S Tl = -7 6 - CONST. PARKWAY CULVERT PER. STC. N0. 507 b , INSTALL STREET SIGN iNPER S1M. VWG. No. 401 / / VALDA AVENUE _ 511_vROADER SPUR ROAD DEER CANYON DRtvE 8 COW-iT• DRwEWP�Y APPRoAGN PER 5-ro, OW&, 00, 305 4c2 APPROVED BY DATE. CITY ENGINE RCE.No.23889 to I►JSTAi.L 6800 wMt=N STrzt=ET LIGHT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE 11 IWOTALL. moo l-UM5E1 t STFz MT Li�H-�- EVCH MARK N o 024 DESIGN ADDLE AND ASSOCIATES, INC. E The existence and location of any underground utilities or structures shown SHALL VERIFY ALL R.S. obtained b a search of available records. To the best of CONTRACTORC.H15ELirD��17 HI N SOUTH CUR® 1820 E. 16th Street on these plans are Y CONDITIONS AND DIMENSIONS our knowledge there are no existing utilities except those shown on this DRAWN SANTA ANA, CALIFORNIA 927 SHEE plan. The Contractor is required to take all precautionary measures to pro- AND SHALL REPORT ALL DIS- RST JAZ AJ Sic. COQNSR HO VEN - 6 i shown, and an other lines or structures not shown on these CREPANCIES TO THE ENGINEER ST. TS RS;. 2A PHONE 714.835.2548 1 pro- tect the utilities s VE. 4 ' W!LSON AVE_, OF Y plans, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT t4 14 lines or structures. OF WORK. CHECKED R.GE.No• DRAWING N0. DATE - FILE No.- 428 J.N• 110-14-7 Cie X, I SOUTH CU SE CORN RAVEN 224 CHISELLED O IN RB RETURN _ -- -. --- � BENCH MARK � • ' � t � � - - - � U _ _ _ -_ - _ - - - - - - - - - - _ - - _ _ ER VEN AVE. & WILSON AVE. 1817.93 _ - I W 1 O- (A � l T p N o + r E T - cv j _ - - - - - - tW a - I - - - - -- - - 1451 =2114.4y P 1.= l .1'p I 1 , 1 - - v NI - - - - -- - - - p cA I Is z Or N p = i + 0 Om N - - _ - r m - -� + _ _ N � o � y I G u _ T @ 1 - - -- _ i' = 3. 1 I-A 10 , X00 -� age _ _ _ E 15TI t�( + : 0 t p cvtf­ 0 ''nn Q 2: I S LO PIE - - - - �t T 1 T. 6 ADN R N o - ZV i h t� �`# t O 0 - -- , - - -- - - - - 10 N T KI1R ' 1210 ; - _ , 1 . CD t- w i N N i N10 0 00 E T W 0 0 � �• Q �fi 1 � ; t ; N 4 + cuo T U 8 to 4C> Q4 I E f v + --f-r I fl1 VQ R c vv TiI Ito , �L 0 P4 4� P N w o �cT 22 ,p.�� 23 24 z '2 t1� b 3 B G a�,.s�• ,.00' It7.lo127.10• �� 127.10' 127ro It7•to' la Q r � 12'7 t o' �l�a V d. � }� 10.00. :.0 •� - _ Y►P' d- '� 2 I o N S2 se so' 132.49' ` 4G ° 112.86' \ i 14p.00 f, �• �c ((1 127.90' X27• go' 127.80' 127.80' ono 3 < A o a A l0 3 2 I Io I m u, pk' N N N Q o� 1� be r;I D� Q o & N pl Ali 2 �� _�Lk� ` � � m•\N. �,L, Cp �v �•aC +. 1s �7 � 6p�- I C9 �3 + � 3 3� d'1 , �I� 30 Z9 N 4 til. ,� + 0 p a a �2 �8' t8' 12' Q1 U s N• - 0v + m 8� BROKEN ARROW ROAD fit? m SEE S1-IEET No. 3 Q r• aL DESCRIPTION of REVISION \ O. CJ. OATE APPROV v ? �`4 X90 y •. DEED CANYON DRIVE CITY of RANCHO CUCAMONGA PLAN AND PROFILE CONSTRUCTION NOTES: �} `TRACT NO. 9 5 8 4" T 1 CONST. A.C. PAVEMENT. 0 CURB DATA 2 - CONST. 8" C.F. CURB & GUTTER PER RANCID CUCA. STD. DWG. NO. SOZ 3. PARKWAY GRADING VARIES BETWEEN CURB & R/W. � R L T 4 - CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 3a8 DEER CANYON DRIVE O 90000 00 2?. 00' 42.4-1' 2?.00 5 INSTALL BARRICADE PER STD NO.404 AND 405 6 - CONST. PARKWAY CULVERT PER STD Ivo. 5C 1 b APPROVES BY ATE / of 22°04' 19" 822,p0I 316. 66 160.32' O INSTALL STREET SIGN' PER STD pwG NO. 401 -440Z - GTY ENGINEE RCE.No 238,89 O224023• 800 00� 3l6.38� (60.39• �-- CONST. DR�VEwAl APPROAct•1 pER STp, I7YYC, NO. 305 - - - - , 21°s$'41" 779-o0 298.43 ISI.0-7' - INSTALL. 5800 IUME� STR��T Lt�NT DESIGN ADOLE AND ASSOCIATES, INC. R _ ______ 1820 E. 16th Street - EO 90041'42' 35.00 SS.40' 35.43 ' • D�W� �A SANTA ANA, CALIFORNIA 92701 SHEET PHONE 714•835.2548 ?° 6 OF CHECKED '�1•�-Y►� _. RCE No t4814 _ DRA4VIN(; N0. - ATE _4-.)-f G f _ _ FILE NO __428 JN 110-147 L c)_a ' Q .41' + _ + 1 + r i + — _._ BENCH O. SOU CURB RETURN t i + } } �� MARK N 224 CHISELLED O IN SOUTH I - --;, 71• I , r � ; � 4 � t� t � t I �I t t t aN lQ ' .R SE CORNER HAVEN AVE i WILSON AVE + �� } ELEV. 1817.93 0 �+ 0 n 0t C 0 i - -� - - - - - co -i f N0 i .q 1 + t t - - - - - - + ; rr wr i + i { , ! I 111+ I ' ( V 1`•� I 1 I 1 t + 1 +.} i �. + ~ i - - 1 - - - - i I4 14 , f + t_t__ + 4 4 1 1 I t , I 2 i ii> O a i i j i i + _4- f -- i t ♦ - - - - -- -- -- - - - - -- - _ __ _ _-1-- - +� o - - DO OD . tt - - -- - - - - - - i: I,g N l0 i + C9 ; + t— 0 Q i 0 , ; i + 0 + _ + - - �• V _ - - V 4 i _ _. -- - _ — __ } 1 t .ter _ __..�_ _� _ - __ __. _ -_ __� __-+ + _ _ -- + 'Q }} t i X2032.53 r 0 �2'/• t t m I t i + t 4 + + —� i —} - . + 3 f , 1 L z . O: G I ! i I ! i I ' i + i , , h D i 1 — - - - - t e I' ��l t # + t l9 i } t. -_1 = 4- _ a : - + In N + 0. e L=42.41 : 1 � tv . . . . . . . . . . . t . . . ci- o1� + N 0 : - s � Abp U N 0q . . . . . . l9 �t0 N � q . - + 1 a S .S n)cr : P 32��> : to } 0 N . t 0 + : :0 + o + 1 I �9 r N 1a1Q0 ? •O,P F:EAST Cuw$ N R+ i 3 } - a o 1 ;�t ( j 0 _R 4 `f - i + . . i , - t + - � Q. , + N i I : } f 4 ♦ 1 Y + o + , , - • 1 ; 1 e0go 1 � a _ 1 fi I t i t i i i — c� + t } , I + - - - - -- . . PROFILE i } 4 i •• VERT. „s t V � 8 U - m + o e � 4 '� ISO.Op• In rr2.qo' I + a rte' moo; ► �� a 1 1d' ID E 1l' 2� ro a��bo _��- to3 2 r 4p• 0 to ao.t s, tF D 2z ��� 2�•9�� - S 2 302,2 M QOPP pJ� 43.59 �• t, S 2 _4 t� s gf 79 81e .Ad rr \0 D. o p to _ I ROAN �YO��Q\�E X47 0k�1V 47.?G ( �.o ). 44.40- ( GP A NI3 l'I- F� �� O,r pO 6 pE�R R 4234' �uLC4e ROAD / .glow5+53 0 'coq p / F5 • � y1 may P5 ���P� 19g.o� g 34 239. ohsJE7 kyw \ F4 oo• pA Y 1 01 Ivh P �3 A O��Zro >; 0� G G� `� 1 r 33" It � Z21 22• II' Je 4- 0 Vi �Po N !�G R GP,NYOo.4 ' EseECANYON 'pRIVE , 0`O � T - �� BROKEN ARROW ROAD DESCRIPTI ON of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA PLAN AND PROFILE =::'TRACT NO. 9584 - l ' CONSTRUCTION NOTES: cu R B [)ATA D F2 L -r- 1 CONST.* . A. C. PAVEMENT. BROKEN ARROW ROAD 2 — CONST. 8" C.F. CURB & GUTTER PER RANCHO CUCA. STD. DWG. NO.302 APPROVED 8Y pgTE �o O 9000 00' 27.00 42.41 27.00 3. PARKWAY GRADING VARIES BETWEEN CURB & R/W. 224023' 76EiO0' 303.E t 15�•O��' 4 — CONST. CROSS GUTTER PER RANCHO CUCA. .STD. DWG. NO. 308 GTY ENGlNEE RCE No 23889 5 INSTALL BARRICADE PER ST• NO. 404 ANO 408 GO 2240 23" 75000 29679" k50-36' 6 — CONST. PARKWAY CULVERT PER STD. NO. 50-7 b DESIGN ADDLE AND ASSOCIATES, INC. E 2240'23 ' 72.00 280.67 146 75' -7 INSTALL_ 6TREE-' SIGN - PER STD. DwG. NO. 4011 402 le•S• © (0'0000 102.00 17.80 S 92 o-- CONST DRIVEWAY APPR.OACA PLR STD. NO, 50S _ ___ _ 1820 E. 16th Street 10 INSTALL 5800 LUMEN �('REET- LK�NT DFWA SANTA ANA, CALIFORNIA 97101 SHE E Zj o- 90`00 00" 46.00 70,69 5.00 C�TFJZL11JE RA PHONE 714•835.2548 L G O°oo'00' S7.00' 89,54- 5-7,00' C9,0WAI LIAJE 11 IIJSTALL �5GZ0 LUM>=N ST1zF—ET 1 IGH'r 3T.,, TS, R_S. 3 OF V CHECKED RCE No 14814 DR AW IN G NO. DATE 4'-24-e c FILE-No. 428 J N- 110-147 SOUTH CURB RETURN ,p BENCH MARK NO 224 CHISELLED IN . M 't9tt-,JN SE CORNER HAVEN AVE. i WILSONAVE. �, . -- - - _. , -� — �- '•', V , ., ELEV. 1817.93 zoo gI°N'o - - 0ID M4a,r iN � � rN 1 _F �. , � 1 N U. sa i � 1 � � •� i + ' ' I j + �. - V -- - - - - - - - - - - j to - ! 1 + cp� A0 { 4-t CD �- - - - , t� _ : - - - - - i 1 , _ - - - 4-4 L• 11%19 : I � f- -+ t[{ � ♦ -�- _ -- - ! ! i i + : gar a N + © N t L 1 , t i I ? t>l :r 1111 p• stQ : i I t T' V - - - - - - ' -i-- _t ' �- t i � > m , : 1 �— — j 0 U Q N , 4 I 0 , o 1 f 0 i i NO , V � N N :NN t r ! I rf.35 — + 0 Cil O X11 =r7 °?' - - V L i s N , i -� - -t , g E 1 SJ�OR 1 1 iMZ - s• A R GRA1?INh PSA ";f0 )✓>ctST . . 1 1 f , , 1 , 1 1 , t , 1 - - - - . 1 : , 1 , 1 i 1 fs j , I -41 I , 1 , I j 1 _ I - -- - - - - _�--. i . . . � } � � } + { �� � , --� ' -+ -+- +� ' t --+ W� 1 ♦ . � i r 4 t t � } � 1 + ' ► , j i j I t fio ' 1 1 1 fi t i 1 . i { 'Pl$ZOFL i j •�� 1 - ,p + t t 1 t t 1 t 1 t r • i � f 1 1 i , - i YET. t - >b - } 1 s } 1 1 f 4 , 1 1 1 . ; 1 , 1 v� • V ; s a �, ••`'�P N �y �$ O m �e n • CF o (1 e P � � a r0 � — + o°•cj .3 O 3 N M �O S a4 ? 152.43 /' S_ s 233.40 9 (G d` Q O _ 1 a F a � • Ir � S g0 25 00 iz ti ,1 ti Y J �� T ti 5 �1 1 1 \ �Z �w 16670' / 144•?14' 195.00' • Z '0 �' ..� ►� 113 a e�, e 2to o 4 �,. • ,�'�, �. 10 2 3 o rc8s�rd,, � a1 3 IY 43 s•� �• N%P t> 0 6° 44 9 m 3o a .2' + U tv `2 q 10 QA 7.4..93 'Pe s DESCRIPTI ON of REVISION OATS APPROVE BOULDER CANYON ROAD CITY of RANCHO CUCAMONGA • • PLAN AND PROFILE CONSTRUCTION NOTES: TRACT NO * 9584ml' 1 CONST. A.C. PAVEMENT. BOULDER CANYON ROAD CURB DATA 2 — CONST. 8" C.F. CURB & GUTTER PER RANCHO COCA. STD. DWG. N0.3�2 . D G2 L -�- 3• PARKWAY GRADING VARIES BETWEEN CURB & R/W. 4 — CONST. CROSS GUTTER PER RANCHO CUM STD. DWG. NO. 308 0 IIO�Oo'oo" 58 00' III 355 INSTALL BARRICADE PER STD. N0.404 ANO 405 APPROVED 8Y DATE /e ® 90'00"00 27.00' 424-1' 27.00 6 — CONST. PARKWAY CULVERT PER STD. NO. 507 b QTY ENGINES RCE.No 2M89 -7 INS'tA LL STREGT SIGN- PER STO, flwG. NO. 401 • � 407- CO loo00,00" 102.00' 17.80 8.52' S Co1�KT, DRIVEwAl A??KOACM PSR s'ro• pwy• NO, 305 _ DESIGN ADDIS AND ASSOCIATES, INC. R O 29'12 59 268 DU' 136.66 G9.85, 10 IN�ALL 5800 LUNI�I STREET �-ICoHT _ E o 11 INSTALL 4DSCXS LUMEN ��EET LCOWT 1820 E. A 16th Street QRAW7V RA . SANTA ANA, CALIFORNIA 92701 StiEE M ?_9 12 59" 250.00 1 S7 48, 68.16 PHONE 714.835.2548 F 29x!2 59" 232.00` 118.30 400 47' ST., TS;. R s• 4 OF 6 O RCE. No. 14814 DRAWING N0. 9oodoo" 45,00 � 70,6 ' 45.0.0' CetJTEI_LtME , DATE -fit FILE No. 428 O aj0o 00,0011 57,00 89,54 67.00 CKOa1N LIn7E 7*4Z.4 L 111.4 .� _ - 1 1 4� RK NO. 224 �.-7 C I , D. I I• - - --y - -- - - - Ni - - - - - _ _ NCH MAti 61 V ! HISELLED, m � _ O IN 1. 1 t CN� � � � 10 i SOUTH CURB RETU! i N� - - - - - - SE CORNER HAVEN r �, } # t WILSON AVE , O N t_ i 1 t ELEV 1817 93 1 - - - + - r - �- „ a .111 ., ; , is uNr� • IG I t 1 ♦ t � � 1 f t 1 I I t , 0- {tj ` , , I U L A tII CU 0 i I — _ . - - - - - - Puts i t iSj 0 dP! tt i i /• tt ' Ep + � tCQ 4- , , r I+ , i T t f' - - - - - , t4_j I , l ' 1 , 1 I ! ? r YY F�j t { I I t ! CJ r d >r (V 1r 7 t •� 1 f N { u ; - t U 1 , I i/ i 1` �l N .0N: N N N 'N I d i t f + rt + , t At j } 1 ' t _ _ - _ - - - - - N f _� _ - tZ + , r r� - + t ( j m r r : , . 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V 0 28.,.0 o' to U ►2C N � � 92•,O REMCYVE 4 SALVAGE oo' ,2• ti ti` 41 x, EXIST• BARRICADE ; N_ •� 1 y / �f' .8 40 Of so �8 o, �4g o0 0�- N o 8�`F'�' NEET No0� RO r `� �� 2 3 013 Ars �' g '4D X,g�. It X582-2 p�R�� - Arco 5 '� _ DESCRIPTIONof REVISION A � �� GATE APPROVE VALINDA . AVENUE�� CITY of RANCHO CUCAMONGA ' o PLAN AND PROFILE I`I•RACT NO. 9 5 8 4 - CONSTRUCTION NOTES : i 1 CONST. A.C. PAVEMENT. •VALINDA AVENUE 2 - CONST. 8" C. F. CURB & GUTTER PER RANCHO CUCA. STD. DWG. NO.3.02- C-URB DATA 3. PARKWAY GRADING VARIES BETWEEN CURB & R/W. APPROVES 8Y! —SATE R 1_ "C 4 - CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 308 5 INSTALL BARRICADE PER STD. NO. 404 AND 40S CITY ENGINEER RCF No 2_ a89 f�O 77"50'Z3- 2700 36.68 21•t30 6 - CONST. PARKWAY CULVERT PER .STO. NO. 507 b DESIGN M OLE AND ASSOCIATES INC. E V IOP_'>09.37 27 00 48. 14' 33.44 O INSTALL. 'STR E ET SIGN - PER STD. DWG, N O. 401 . 4 402 Q S c• 38`44'22" GO-00 40.57 21.05' O Cor,►ST, c Ko" O UT M PER. 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