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HomeMy WebLinkAbout424 I 6r- Jt- AL NOTA 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards Snd the standard 6p=ificaticn5 for Public _Wv{k - on5tsuct_1on - current edition. Contractor shall be fawiliar TRA ESTIMATE O>= GZUANTiT1ES witli and shall be responsible for adherance to these Standard% and NO 4 2 D�SCIZIPTON M777-Y LNIT Specifications. / CONST Ac. P.fvEMENT. /4/, G 78 S. F I 2. All pipelines -or substructures of any kind, telephone or poorer poles, 2 CONST. 8 'C.,, C!/RB e /8"GUTTER PER i? C, 5709 .702, 7, 428 L.F. water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work .is to be done shall be removed, relocated or 4 CONST CCOSSGUTTEiP PER R. C. STS. DyVC. NO .�08 • /,08o S• F protected in place as required at no cost to the City of Rancho S CONST SPEC/AL CROS5 GUTTER PE/c C. C. -5 7-,0. 309. G 20 S• F. Hf�sl Cucamonga. G fOiVST. 0/9R.e/GAGE PER STO. /✓O. 409 .lNO 408 80 z.F. L4 3. The responsibility of adjusting manhole or valve covers, paving repair 7 I/VSTAiLL 5600 LUMEN rorz?��r UlvHr 1 5 VA. 25 �r C /yq and paving replacement in connection with sewer and water, gas, phone, 8 /NS 7j➢L L ST,PEET S/6'A/ PE/� $TO. NO. 40/ 902 4 E.Q. MM 26 �• F� Selectric or other utility line installations will be the responsibility of the 9 CON5T• CovGRETE DRNEWAY PER 67-P NO. 305 5540 SF. Z� $ owner, and shall be accomplished in compliance with appurtenant © REMOVE 2)(14T. SARRICAVI-= I>�6 LF. �8 •Co• PC b Ordinances and Standards. any contractor performing work on th* project shall familiarize himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether or Ae not such facilities are shown on these plans. S. Shading on street plans indicate A.C. pavement, determined by CI� 23 ��!►� , 34 structural section,. TO 13E tNSTAL.LF_ P 6. A permit shall be obtained from the City-'of Rancho Cucamonga ^0 Engineering Department prior to any enroachment or construction witt. (; �� City of Rancho Cucamonga easement or right-of-way. R/w R/w `? 3S 7. All required stakes shall be set by the private Engineer 60 � . Jo' 50' ��' ro G 8. All curb and gutter, where grade Is less than 0.4095, shall be staked �1 3� 12' with 3' offsets at 12.5' intervals. Place 3/4" dowel pins at all expansion • joints. 5.S` 5.5' _-. 9. The structural sections shown are minimum. At the completion of $ rough grading, soils tests, including "R" values, shall be taken and a 7 o.i7 2 3 tl material report shall be prepared by a qualified soils'engineer. The 0 49 h `J 17 report shall contain a proposed structural section and shall be submitted Lt=VEL -71 �_ UNEt F_ _ to the City Engineer for his review and evaluation. Approval will be - -r. CON •,� ! k given when all structural section requirements have been met. • 10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be 2 set by the Contractor or Engineer.. The stakes shall be set at all hinge 2 points, edge of pavement points w p g p p i within 0.01 foot of sub-grade elevation S -and at not more than 50 foot Intervals. 'Additional stakes may be TYPICAL. SE CTI ON 60 R/ W ��( `� needed at warped or vericaI curve areas, sub-grade stakes shall be in ---- �� place prior to paving to permit spot checking of sub-grade by inspection BCXJLt�E:Q CANYON ROAD, ��F•Q syr r4. Is � 41 � personnel. MORNING STAR DRivff 6 11. All sewer, water, electric, gas, phone or other utility laterals, mains, or RIDGE CANYON DRIVE •crossings shall be constructed prior to paving. NOT TO SCALE S oy � 1.2. Compaction tests of embankment construction, trench backfill, 4 ---� compacting original ground and all sub-grades shall be performed at no 00 42 4's - cost to the City of Rancho Cucamonga. A written report with these 3 W S compaction test shall be submitted to the City Engneer, for approval 1 2 1 prior to the placement of base materials and/or surfacing. WEST EAST •• sEF s wo.s ' I Raw AS 13. At the completion of paving, a materials report shall be�submitted to ,X/1256CAV Y?w the City Engineer. Listing all tests or determinations completed to S verify: �5' LS' CSR V� � 7' 16' t8'g.S"5.•3' 45 � (a) R-Value, sieve analysis and sand equivalent of aggregate base. � _ (b) Stability, oil content and sieve analysis of asphalt surfacing. 3 C0.4f714. When asphalt-concrete Is placed on native soil which consists of a rocky 3 material. The sub-grade shall be prepared by removing all rocks which a1 protrude above the sub-grade and all voids or depressions shall be filled LEVEL LINE with a fine grade material of a quahtY better than the native material. o - _ % 15. 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, 2 l 2 uniformly applied at the manufacturer's-recommended rate for the full INOEX MAP pavement width prior to paving. TYPICAL SECTION 50R/VN 16. Estimate of quantities is provided by the Engineer only for the c"venience of the developer, the contractor shall make his own determination of construction quantities before submitting a bid. Any RUNNING CREEK LANE � item of work required b these Tans which is not specifically listed 'n Nor TO SCALE q Y P P Y 1 the estimate of quantities shall be considered as included in the other items of work. 17. Contractor shall notify San Gabriel Valley Municipal Watee'District, Mr. Bob Stallings at (213) 969-2718. Forty-eight (48) hours before commencing construction in Base Line Road. 18. City approval does not Include water or sewer system and estimate of quantities. 19. Street markers per City of Rancho Cucamonga Standard Numbers 401 NpI�'t'i-1 SOVTH t'I2�->�T I�x�.TtoN add 402 shall be constructed at each intersection. R/w 6 6 R/w • 20. City Ipproval of plans does not relieve the developer from responsibility I1 ' 22' 22' tt ' Ga for the correction of error and omission discovered during construction. DR��EYON U�on request the required plan revisions shall be promptly submitted to S.S; 5.5 'l'R.�5�<1... the City Engineer for approval. i� 3 Z 0.i7 t �^ p; •, -21. Work sate and exterior streets shall be In a•neat, clean, hazard free, O Z Its _ _ MANC-4O 3�EET + orderly state, throughout construction. Site shall be cleaned upon 0 _ request of the inspector. Lt_VEL LINE �F K L4.J. o /• WILSC3N AV E .. . 41. C;4lA��Y CONSTRUCTION NOTES • DESCRIPTION of REVISION GATE APPROVE / ONST. A.C. PAVEMENT' TYPICAL SECTION rd6' R/wCONST. 8" C.F. CURB & la GUTTER PER CUCA. STD. MM. NO. 302. CITY of RANCHO 0-PARKWAY GRADING VARIES BETWEEN CURB & R/w. CUCAMONGA IOEEI? CANON DRIVE QQ --CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. No. 308. , NOT TO _ CONST. SPECIAL CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 309. PLAN AND PROFILE ' OINSTALL BARRICADE PER STD. NO. 404 AND 405. CONST. PARKWAY CULVERT PER STD. NO. 507b. TRACT NO. �5 -2 INSTALL STREET SIGN PER STD. DWG. NO. 401 6 402. 8� VICINITY MAP Q-60"'�Irr 0NCeM7r-_ rxz'VMWAy eyrV, IP SoE5 TITLE SHEET NOT .170 scALE Io t2I=MOVt✓ P�AfzIZICA17t= li INSTALL ;7800 wMt-_-N �>=>=T u&i-�T STREET IMPF�O��. IT PI.-AN APPROVED BY• ATE/a-2;.•dl PRIVATt= LWOrNTERS NOTME TO COWRACTON NOTICE • SAN 13ERNARDINO COUNTY GTY ENGINEER RCE.No 23889 the existence and location of any underground utititles or structures shorn CONTRACTOR SHALL VERIFY ALL _ BENCH MARK NO 244 DESIGN MADOLE AND ASSOCIATES, INC. RE E .on these plana are obtained by a search of available records. To the best of CONDITIONS AND DIMENSIONS (� 1820 E. our knowledbe there are no existing utilities except those shown on this AND SHALL REPORT ALL DIS- GH ISEI_P_t7"[7" IW SOLYM CURB ANA - � =ANTA CALIFORNIA 92701 --- plan. The Contractor Is required to take all precautionary measures to pro- DRAWN SHCAALILI Street EE tett the utilities shown, and any other liner or structures not shown on these CREPANCIES TO THE ENGINEER RE'rU2N GOtzt�IEIZ FWY>=N PHONE 714.$35.2548 , .7 plana, and is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT AVfF• 4 WIL_SOI•l AVE, OF e lines or structures. OF WORK. �t-EY i£31-7'�3 CHECKED ACE-No Lf- DRAWING N0. • ATE -te FILE No • 424 J. !10 - 14.1 X Q - - - If - - - - - - - - - - - - - - - - - - - - - SAN C�ERNARDINO COUNTY 2 2 eeNCH MARK N O. 244 I rk - i.I I I L 1d 47 v 9` N V - - - - - - - - - - - - - - CHI5ELEC> Q IN SOUTH CUI?a #b� - C0mNE►Z HAVE �4 N Nj nY - V - - ^ 14 WILSON AVE. - - - -- -- EL-15V. e _ _ o s � � o ri ' o ' � N T _ - • v I- t 0N v 0 Q o ^ 0 �' ' � •_-� -�o q ��-- -; - - � - - - - X2.8 - - - __ - -- � 1C - - - N It kk c� j N 1 i 9 l + 4� - - - i 1\ t t *, - _ -__�- , - �.♦ J ♦ �, •2Q 8� . � ___�_ _ -. + C �. w ,� _ -�` �� 1\ i ♦ O 1 i ♦ : + ; O v 4 • P/ ',•,� _ __ ` ' ' 1 i , "' I' V �. � o ^ I - - 0 ,. y S. �./1 ' - -2 -}-- -_._ ♦ - 111 ♦ L ♦ 141111 ♦ ♦ ♦ tfI11 1 , I '•L7 1 r Q O r -♦ �} : - - - - jf{ 1l ♦ : i 1 i i i i /�• I ,a �, _ ; JCTN, t , - - - t r { N °� �.ki �s :-zo s9- i�.f0.!o ;720/: D.x «S �G r O 0 ; ; 0t a �1 D d o, t } f t t ti(� Re. : �1 Q p ^ ;� �. � o� p 00 0 '• ; O M i } v i , r #'•�.+ i• j `^I• � 4 �` p �` 1j ti 1t . o � 0 b ,� � t4 t ' { } i t tii � N o . o h 'ti`�0 ,h h h �' � p � ; ; 4 t � rIT °n° N I O : { t 0 : nl ►� , O ! f N \ ti �' ti 1 t 1 � o ; 0 t\ 0 i { } �+ � � t �s . d��v.�o} i 1 _ ti r ; : _ o _ ; 3 R• �"o/: } �, Ou } n1 : { : } i i 1 4 t s vs- c I fi f ii f 1 } t i i { i } { i } r 1 A, Ij 1 1 #gxc UT F4 �- /2 17 Pi 22 23 Zq % AZOV--= /A,,:/MAX. \ 0 REMOVE BAR)el( O' 10 25 + 2-8 29 30 31 33 b 34 p4 N' 9"1.65' N'� � ' � � L1 � � N' �•- 30 0' dl + + N �Q f 12, WI 103.09' 130,00' 13o•00' 130.00' ' 13o.Oo' 130.00 130.00' X11 1Ap.�o F `0 • . 2 - 1. 0. / f - _ l� _ 444•g0 t4-7IW14'W V V G G . ' �- - h'>12014 W - - - - - - - J 111 9't A��fc o y1 -� A Q 34•'r I' _ •�� _ � _ O ' ,I 12`1.80' 15G.ry 5 3 110' 1 12'1.80' 12•l•80' 112.80' S3�� 12500' � 130 00' bil I I b' I I CONST ENI• � bTrt75T + + 13 ti� 1 �I' v 8 T$-rM r-�1:;�arzY PA,vr=M r mT ` t 24 Nm N + + ^ 0 I tib. I 11 N > � x57.0, OW&,, NO.Flo ti t� 23 22 W `? _ 21 20 d! t'� I 6 d I o 35 + N 36 +o' ti 12 1 S 18' h MOI?N NG STAN DKIVE N � DEER CANYON DRIVE8 GU2V>= DATA. DESCRIPTION of REVISION OATS PPRO Q R L T A 9000 00 2"1.00 42.4.1' - CITY of RANCHO CUCAMONGA 04'30'38" 318.00' 313• Iro' 15G•r-G' PLAN AND PROFILE 04°3d 38" 4000.00' 314.-30' 1'5'1.53' 04'30'3$" 4022.00' 31r.-&3' 168.40' TRACT NO. 9 58 4 - 2 CONSTRUCTION NOTES:, DEER CANYON DRIVE - . (D-CONST. A.C. PAVEMENT - @��- CONST. 8" C.F. CURB 6 lei GUTTER PER RANCHO CUCA. M. DWG. NO. 302. APPROVED @Y ATE /.a -P/ -PARKWAY GRADING VARIES BETWEEN CURB R/W. CITY ENG RCE.No.23889 0----CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. N0. 308. aCONST. SPECIAL CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 309. DESIGN ADOLE AND ASSOCIATES, INC. DED ...•+•— �- INSTALL BARRICADE PER STD. NO. 404 AND 405 . O CONST. PARKWAY CULVERT PER STD. N0. -507b. 1820 E. ALI16tStreet _ ' �B ----INSTALL STREET SIGN PER STD. DWG. NO. 401 i 402. QRAyy� *ANTAANA, 1835254882T01 SHEE Z-J4 q0 CON0T CONCIZE T- i ;ZIV�WAY Fl-=P- 30� PHONE »4•e -2�e Z S }p 121✓M0Vr--: 0,AR9ICAI= CHECKED _ RCE. NaIT14 DRAWING NO. - tt INC--r'A!-L 5800 LUMEN 4SIMMEFT 1-I6114T DATE 6-Z00-6c FILE Na AIZ4 J. A, //p - 147 i � SAN BERNARDILIo; v i i , 4 l � f } } � � r + _ { � - _ - - – - ijj 1 I 1 BENCH MARK ' I t � ; f t f .N• t t � 1 �/V IC}�'CI!! B : � ! 1 t I f , i o1w rnY r✓: , } } i { ; } } } } NO. 2 4 4 : S S S 0 M : CAIISELEt7 O 1N 5 , t a 1 : T , } O ap : 1 , p } 1 ', t { � d. , : � � � i ( � � � i� � k i � � � .r � � G" 3; , i Vi SovTH Cut213 4 0 ? } �. / s ? s T v 0 00 } i } t Yy >/ } } t t } } Y t 1 o V 3 `� } } g _ 1?t=TUi2tV SE. 4 ,e �✓ i 0 0 i 1�' YI i i i i i �� to i i 0 V i i i ._ + - V GOWN !? HAVEN Al i r 70 \ � ,i- t , < : M , • O v AVE IRW I L.�ON AVE. a r t d�: _r v ,, t Y } 1f7 �� . ; ; ; V o i } r i + l kA o ? 1 v } tv �V. l E51�7•ci3 -- I , , J : : ll ♦ +: : . . : �/ . : : : : : S : : : ; : {Jim : : : : :/ . : : : ♦ • O e : : : : 1 : y ♦ \ , t .� t t t t } t t t t t > t IN 1 i vl i nn . 1 •1 � i ;0000- 1 ; S .Y : \I Q r • j i { ,R a : 1 Z f : ; / t ' 0 3 } h 1 0 7 - • i ; 0 jL f - - T t 0 � � � . • . � } ; �. � 4.105 R' -- ! Z� � pf•� ` `� M n ' a :r\ N --� - �Exsf '7U � o -i °�: `► i �1 i �'i.s�9 s� VE•e E L YGvtf { O M 1, "� i : Cti 0 °o k1 i; H } t � E r Y CUR �• ^ ? � � Q• M i\ � .LN 0 `'� � i i 11 t t i t D1� } t t � � 0 �� w 1G , } pAh i ;� yet t t t i N or t , ; , i { } oil 3'� � � 2 Z �� �'� G• G 1 i ' 4 ;,0 4 Q ' A ,t�N i 4; 061 : i / { i ; I 8.�' ; ✓• 3• °� �J v �- p10 p o °� i 'H i • - I' i r i i i i �� a "It. i i ! i O i i� /• I Vn \v �n p f � � t : �' } ; ♦ : i t 11i . . �� . . : . ; ; ; p i ; } ' : : } f 1 V `t *, i 1 ♦✓• t :v V V • p }'� 1 1 1 11 v7711� w• i /`' o ; 0• �✓ �1 O f i ; v , , v ; O i� !� O � } � .�' i 0 � } t , i } + � � .KZ• Igo o• � a ► t t 'r ^ �ti � 1 ' ' J 4 l• ; ' / k i; : 0 11� i t , i sG e ' ► ' { Q► V : } + ! t S S i i i 1 i f I t S } 1 ' ) '� ; : � `� •1 � , , 1 ; / � , 1 { ; : : : � : 1 , 1 } / : 1 � , k 0, 0 : Q '� k � 1� t ' : f ;\ ; t .i/ , I i d i t i : , ; ( . ♦ ♦ : ♦ i : ♦ �i ♦ : - + 1 I T ♦ } ♦ • ♦ • e t i } f f : f i . D�• / : 1 / 1 • • 7. 1 �- j 1 1 / t _ _ tc..Cza±5s CSR: ; : # 1 { ; P;R iOf'/L ,S'Gr4L4E i •� h g, X 1 tl t f f 1 { _.�. L G 7 d � /o // Ile /.? /9 /.s /� /7 /8 _ s— SCALE: 1"=40' BO(/L DER CANYON ROAD S14T. NO. f Q' 0� GP v i M Gid o 501 � 15 16 i 0 Q• 12 ib I ►2 3 e�vsr. 0t o o I,�i' F! ( } m s • rd N Q v l Q P o! � X 8 �t If` : '`• 225.00 15o•oa' _ v t3�.a'1' 0 220.00, _ � F.�. qti'�• 1 L},V �E O (5Ap 3�.'5O � h1--- w of ° Ish��.� AAS. �o �• f'+ 2 I Sip ♦�i' ,f "�>>' �'ri �1� h lss 4 .�; 9 S` tsoo {o"w 2&e oc _� o� S F' 1 F ��6 _ tva��s�tow _ _ _ _ . - _ _— ^ lo4<d OG 2 3 Al 0`�. ' Q� V r mat A4<:3 d' v� �Q' 1 \S Zvt yg h tip. . Io / 4� O 9' ilk _ U � 23 .00' 135.00' 130.00' 1"14,08' 14-x.00 28.23' / b•�Fr' 8 '' �1`v � } +45.�I1 t m jh•S�� • � ai CPQ' "c.M•L. 0 5 0 �WA77�e L/n/E Gf O - rN V J, 41 4 p 40 42 � 3 5 �•s' / '� R106E CANYON DRIVE X x�� MORNiNC STAR DRIVE 22 33, f I N0. DESCRIPTI ON of REVISION CURVE BATA s DATE APPROV A R L T CITY of RANCHO CUCAMONGA 90'00'00" 2'1.00' 42.41' — 190 09-�'a 5Cd0.00' (430-00, 95,89' PLAN AND PROFILE G I�0o9 5�0' b50oo' 183.98' 92•t3�o' - � . 1, 1 2' :TRACT NO-0 '9 5 8 4 - 2 D 19 c 9 5� 532.00 1-1-1 �a 89 8 CONSTRUCTION NOTES:• 'MORNING STAR DRIVE t- 0-CONST. » A.C. PAVEMENT " APPROVED 8Y ATE /o-Z3 p� Qa--CONST. 8 C.F. CURB & ►8 GUTTER PER RANCAO CUCA. STD. DWG. NO. 302. (D-PARKWAY GRADING VARIES BETWEEN CURB S R/W. CITY ENGINEER RCE.No.23889 ---CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 308. SaCONST. SPECIAL CROSS GUTTER PER RANCHO CUCA. STD. DWG. N0. 309. --w- ' DESIGN MADOIE AND ASSOCIATES, INC. M NDED `� a--- INSTALL BARRICADE PER STD. NO. 404 AND 405. 1820 E. 16th Street CONST. PARKWAY CULVERT PER STD. NO. 507b. DRAWN SANTA ANA, CALIFORNIA 92701 SHEET / 88 ----INSTALL STREET SIGN PER STD. DWG. NO. 401 & 402. PHONE 714.83 n48 10 ® CONS CON0;Zt=Tl= MlV>=WAY Pi:tZ 0tV # so 5 '3 OF s - �—EZ)1M p�AR1ZIcAt CHECKED _ 1tCE.No1qbvq DRAWING NO. II INC -L 5800 LUMP=N �TR�GT L1&HT DATE C �� ( FILE No.—' 41Z4 J. A. //O- /47 -- - - • SAN 13ERNARviNo COUNTY BENGH MAE?K NO. 244 4 - - - - - C_H 15EL_Ep 'Q ' IN SOUTH CU120 t s q 4 ' • `� 0 �` _ _ y�G _ RSTURN e)-S. COMNE!2 HAVEN AVE -41 i v / = 8. 5 - �WWIL_c.�ON AVENUE AL N Y v — - U - 0 - - - - 0 -- , 4 - - - - Is�l"7.G'3 44 - -- - All ci, - - - - - - - it� 1k - • • - -- - 7 - - - - - - - - - 1• x 4 Ar 2 CX 1A O - o - • M o - i � 0 � D � O M p � ;T�P�O � ? • N �' V c -9 %G; i• °� i• h q � - R-- r-�i.42� , , • - i ' ^ 1 I Q f!'.f OF/ E ✓�G.9L E' i r 1 1 I ; I 1 ( ; 1 f i ` i i - I ; 1� I �9$/ � i f��/it- / ;_•�0 � f 1 : � t � � � � ! 1 2 � t } � 2 } } } - - t t } 1 �# r • t 1E�� X"_ 8t 1 , 1R 17 ig IGl 2O 21 22 23 24 ZS ZG V el. o �g•�0� X � RUNNINGCP5eK LAN E51T. NO. s 1 25 25 ` \ REM B.AaiCAvj_w M aloo C 228.14 ' 8 y \^� 2 qf� 5 P t•��) � 5q y. - � _ 't35•oo1 � ��h � �, O v (o� �, y2 �b f v' ly N c-0 25 00 vv - �" ` At $ ib N35' a f; o D `'sow Rug � Q Z V 135.44' �� N G 105.00' 130•x' 4 Q v — - cuQVE DATA : ° b- DESCRIPTI ON of REVISION PATE APPRO Ft L T 90'00'00" 2"1.00 42.41' - 6OULDER CANYON CITY of RANCHO CUCAMONGA 30e13' 10't532.00' e8o•�' 143.64 ROAD " PLAN AND PROFILE 30"13' l o" 550•oo' 290.09' 148.50' 0 3d° 13' lo" 6�aoo' 299.58' I X3.36' _ _. TRACT- _N O. 9.584 - 2- 1_ _ CONSTRUCTION NOTES B O U L D E R C A N Y O N -.. ROAD /-CONST. A.C. PAVEMENT . ' - ,- — PANRRWAYBGRADINGCVARIES BETWEENGUTTER RCURB &�R WO SCA. STD. DWG. NO. 302. 4 "CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 308. APPROVED 6YDATE �P-Z8 S CONST. SPECIAL CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 309. GTY ENGINEER RCE.No.23889 • _ - INSTALL BARRICADE PER STD. NO. 404 AND 405. DESIGNRE ND CONST. PARKWAY CULVERT PER STD. NO. 507b. ADOIE AND ASSOCIATES, INC.• ®-- TD. DWG. NO. 4 01 & 4 0 2. 1820 E. 16th Street i INSTALL STREET SIGN PER S aC0N0T' CONCfZI=I m,vr--1 Ay rr-R �p 305 DRAWN SANTA ANA, CALIFORNIA 92T01 SHEET I2�MOV� �.4RIZIC„ PHONE �1a•e • sae 9 OF S a- 11 INC2TAL.L- 5000 LUMt5N 'r:5FM1✓1!:-T 1_161-fid" CHECKED � .— RCE. NOL ORAWINti NIX DATE fr<n)IF-el FILE No_ .424- Ii. /V. 24J• N• //D - /97 i r - - - - -- - - - - - Y ,+� ' T . t o� T v c� NO s-rl - - - � SAN BARN ARDI COUNTY T -- - - — - - - - - - v♦R 1�/IAt2K NO. 244 •t GNISELEI7 Ci IN " UTH cur, J j. - - - - - - __ _ a h g h RETURN gE. 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N O. 405 b , yA• 3° I I?J500' . 14b•00' 1` p ty R jmw"G CggEK , '� 39F` �4 + . • 3�!�°` -p-!1c. , .� Y. I N Nep+2i50'� _ _ 310.00 _ J O f00 ' 3 f$ ,�` In•t?s I .Q s. IyE , 5 `� o� F�. t , 1. OUGO� CANYON 5. �. s .a , 2 s J I fir N 2 I� III AgFi F �O C�l��ofel�il h < 8 is N g 4.g�Tc / .a' _ IpGG yTAR I s ti L q ,1 3 g / _ h' .� L�� N � t 00 ,� I Of 0 c �� O 00 REMOVE BARRICADE o aG� 19q,g5r - 3QIA3F� \ G Q8' TR• 6ND2y. 'oma ,Q 30 �' Ila,00 t4.D0 3.70, �8 0 �.,��, �` , I `�'' I 1 a0 A6 d fl t44 �(1 -�tiyo� 9 1 SEE Sf�T/VO. RIDC CANYON DRIVE T/P. X583 , 0'90 Q' MORNING, STAiZ DRNE RUNN tN • • • �� — G CREEK LANA n DESCRIPTION of REVISION DATE APPRO CITY of RANCHO CUCAMONGA Gu2vE DATA: PLAN AND PROFILE T -TRACT NO. 9584._ 21 ;. t9 t9 28 -►02.00 230'1-1 1 I9 52 CONSTRUCTION NOTES 24o3G'od' -,2o.00' �� 13' 15�e.g9' RIDGE CANYON DRIVE & ' � e 0_C_ONST. A.c. PAVEMENTRUNNING CREEK LANE19 52 ort -138.00 256.72 t2�1a @2 -- ONST. 8" C.F. CURB & 16 GUTTER PER RANCHO COCA. STD. DWG. NO. 302.1 d 41° 2'1' 10% 60.00' 4341' 22.'10' QD-PARKWAY GRADING VARIES BETWEEN CURB & R/W. APPROVED BY AT E�o'Z3- Qa---CONST. CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 308. E 36° 2L'05" 60.00' 38� 15' I�•'13' , 6a SaCONST. SPECIAL CROSS GUTTER PER RANCHO CUCA. STD. DWG. NO. 309. GTY ENGINEE RCE.No 23889 --- INSTALL BARRICADE PER STD. NO. 404 AND 405. 25"1° �' 3�" 40.00' 1'1�•roro' - _ 8 a7 CONST. PARKWAY CULVERT PER STD. NO. 507b. . _. DESIGN ADOLE AND ASSOCIATES, INC. �� ENOED �—INSTALL STREET SIGN PER STD. DWG. NO. 401 & 402. 1820 E. 16th Street _ �GON� C•ONGie�T� t7p_iv=WAS( PE12 �rrv. * �Cj �A SANTA ANA,'CALIFORNIA 92701 {EES a--IZ>=MOVE �AFZEZICb.b� PHONE 714.835-MS s s 1 _ -- OF _ ii I N�TAI_L- 5800 LUM MN c-lM m-r Lt&HT' NEC K- _ +� RCE No �+ ED _�� /�-- MAW INC "a ATE G W-V FILE lie 424 J. Al //p- 7 4