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HomeMy WebLinkAbout1384 ." R CHANNEL AN$ GENERAL NOTES I.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF Y RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLICV W z WORKS CONSTRUCT ION-CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND FOR _J j p SHAL.L BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. w W w COUNTY OF °pSAN BERNARDINO 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER HENDERSON 1 Q METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN �"��"'"'+t ,r._,., CHANNEL Q > ? THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO o N a BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOth SJr W PROJECT COST TO THE CITY OF RANCHO CUCAMONGA. - W ; ; U) N LOCATION 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH a 1 THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH _ _24th ST _ _ _ _ _ _ SUMMIT AVE. FACILITIES ARE SHOWN ON THESE PLANS. 4 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING Z CITY OF DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO RANCHO CUCAMONGA y� CUCAMONGA EASEMENT OR RIGHT-OF-WAY. w 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF > SUB-PAVING STAKES ELEVATION, STAKES MAY BEREQUI ED BY CIENGIN THAN AS N50 OEEDED AT WARPET INTERVALS. D Q OR VERTICAL _ITIONAL SUMMIT S�JP\a CURVE AREAS. ENGINEER'S NOTICE s�UrH NaeTH a �P� 6 ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR z CROSSING, SHALL BE CONSTRUCTED PROP TO PAVING. I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY a FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY io4 3 U)i pQ�' 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION,TRENCH BACKFILL, COMPACTING OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AAjD � �a W w p�, w_ ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PERFORMED AT NO COST TO THE / NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, �' �' 3¢' Zo' CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL HIGHLAND AVE, BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL 3'_ • - BASE MATERIALS AND/OR SURFACING. LIABILITY REAL OR ALLEDGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE 91te7 E Qui r. CITY ENGINEER. LISTING ALL TEST OR DETERMINATION COMPLETED TO VERIFY THE OWNER OR ENGINEER. P�_o /NE` 2' PROJECT LOCATION MAP STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. X11' 2 035 OiB' 009' zOy YOy 0�0' IfrO Ev6L LAN > N.T. S• 9 PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, _ :or _ ��T✓o) _ azo! TO THE CITY ENGINEER. LISTING ALL TEST OR DETERMINATION COMPLETED TO VERIFY: ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY . .. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGRE=GATE BASE- 13 y' I0 ' ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES I4 3 10.PAVING TO DETERMINE BEPERFORMED IN AL SECTIONS (PRIOR R�-VALUE FINAL APLAN APPROVAL). TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT I I.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WITH REPORTED OR RECORED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 24th STREET CONSTRUCTION NOTES 81 QUANTfTIES WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND FIL LED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. OI ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY "T.s. REMOVE EXISTING A.C. PAVEMENT WITHIN LIMITS SHOWN.T. / - 9. O 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT TO NOTIFY THE OWERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING 'e 74 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED WORK. EQUESTQ/A/V T,e,4/G 2O CONSTRUCT a O'1 A.C. OVER 4.011 A.B. PER CITY OF RANCHO CUCAMONGA STD. PLAN No. 201 AT THE MANUFACTURER'S RECOMMENDED RATE FORTHE FULL PAVEMENT WIDTH PRIOR 1577,e TO PAVING. 9 f47 OB To s r,,q. 9-99. 69 �E/VC//VG PER 2¢'�' ,900 SQ. FT. S7-�rE6T eoK, CUL YE T 3• THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE /MP�?01/EMENT- 9y_- L6/z6 O3 CONSTRUCT 138 0 L.F OF 811 CURB a GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF A,1,4AIAl q S'SOn No. 303 THE DEVELOPER, TfiE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4O CONSTRUCT 8 COMMERCIAL DRIVEWAY APPROAeHES PER CITY OF RANCHO CUCAMONGA STD. BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES PLAN No. 306 (MODIFIED WIDTH , LENGTH = 81-0")) SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOSCEMENT WATER 14 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED �, 5O CONSTRU7 I TYPE* I CATCH BASINS P�f CITY „0� �Af�CHQ CUCAMONGA STD. PLANS No. 502 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCTS IS AT THE sa�rH ,y�ery WITH 24 RCP OPENING IN WEST WA1 L ( X =4-0 , V =4-0 ). REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY DIRECTION OF THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY I R/W ENGINEER FOR APPROVAL. 6- It FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL �j Z1NS _ 15101? 1N,0 15. WORK-SITE SHALL BE IN A NEAT, CLEAN HAZARD FEE ORDERLY STATE, THROUGHOUT FOLLOW ALL OSHA 81 EPA GUIDELINES TO MINIM17E HEALTH HAZARDS. ' CONSTRUCTION. SITE SHALL BE CLEANE6 UPON REQUE�T OF THE INSPECTOR. f I I 3a' � - i 16. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT /4 Sw Rat• s) I es' d.s' 85' es' I i e5' s.1- J 8s' as' I O7 INSTALL 15t L.F. OF 2411 RCP (1350 D) LATERAL (INLET FL.= 1515.12, OUTLET FL.= 1509.12 INTO BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE I BEEN COMPLETED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE I >' G' >' - I RCB). See Stiffener 0 A n D,RISER CSr REMOVED AND REPLACED TO THE SATISFACTION OF CITY ENGINEER. 3/4"Holo,"H.D.; Detail Mann je• 170z 2 OIAuETER GA Uf.E I- O8 UTILITY POLES TO BE REMOVED 8l UTILITIES RELOCATED UNDERGROUND. (12) .-wally .paced. z�'.z7.1_70'11 I[.EL 2' - �0=7 T' z,' IS le' le zT' 16 F anter of hole to Jc'-79'` 10}10 3 2 , M I"from 0.0. 12 24;�1be'2z 30' to �s' I� TR. 13564 o,s' o.t' cc9' zoy ?o/ t.eo' (moo E✓EL t Nc) G 4 NOTE .► ptote� 34 �_sl 's+Zs Io/ UNCLASSIFIED FILL AS DIRECTED BY THE ENIGINEER FROM STA 9 4709 TO STA STREET LIGHTS TO BE PAID FOR BY DEVELOPER bD'-67- n.s,�i +z• to ,e• Iz L- - 31 0 iz 66'- Io a•�. _ _ .. - --z,,. �... _.,.. �' r- ---�..:;�----�-, ..._,�� PLACE UNCL + COORDINATED THRU CITY TRAFFIC, AND INSTALLliD - sl• la 66• '° I - - +65.46 �''� 14 3 10 BY S.C.E. DI II (Typ) I o tl zz 10 CONSTRUCT 138.0 L.F OF 8 CURB PER CITY RANCHO CUCAMONGA STD. PLAN No. 301 DI • S" BOTTOM VIEW C'J 24th STR�ET II -r"FYFP �� P'FI`-1-A�.1• 9 ST�TTieN Ne.L�4-9-W'=��-90t-vtc-v��tieIz SH�--1 TOP PLATE Ring 00. z --- s« Ing for �l Typl.:aocet W .----. a HTs 12 INSTALL 8 STREET LIGHTS- 9500 LUMEN HPSN BY SOUTHERN CALIFORNIA EDISON - locicirq o.rlte :i .� �I l►1 i - X `% ElevA GodngeNp, '/y,uQeiMerTildd»Igor : a STA. 9+99.68 TO STA. 23+ 26.52 PAID AND COORDINATED BY DEVELOPER. __ __16 EA. enl.rr aR+.rr+» w 1 Y_` C, vlDn.�\ � 1/4"x 2"Wido ; �'Qtit'/:e'/: � 7-1 --9.0 u i , Cs.r. D.D. p Angle T� t �; /// z 6 C Y. C, 1 /?,= 7�f- 13 EQUESTRAIN TRAIL 4 DECOMPOSED GRANITE. f NT yam` / > •ANG _ \V ' � UJ o' :� I �- - '� �I -1 14 CONSTRUCT 7' CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA X w �� �`� -�- �=ti=ti 'o - -�� - 4 z z STD. PLAN No. 311 . 9700 S.F. -r- . Y },1 C 'E LIN y I \ Sl.dpae � H t1 A C c �p 1 -_-- ----- _L ;�"0""' \ DETAIL-VLATESTIfiEMfRUJI 15 CONSTRUCT 4 A.C. OVER 6 OF BASE . FINAL SECTION TO BE ------ ------ match pl •lll� z VERIFIED BY °R1ll VALUE AT TIME OF CONSTRUCTION (28,800 S.F.) match top plat! 'Sid•eel•.town- BOTTOM VIEW anion pond. CAGE RETAINER RING I �QQ ff JJ L•TAPER LENGTH / ��N C. 0(/`/ 16 EXTEND EXISTING C.M.P. CULVERTS . (130 LF,) e,, nn,.'Cont.Collor r � AD-OC-CD-L/3 I1 �` v� 7 r S / W _ cs.:., I E COUNTY OF SAN BERNARDINO 44�� r,� 17 CONSTRUCT 4-6011 R.C.P. I S , L =150' EA. , D- 1200 (600 LF) I i-cs.r. .tice o -R.C.P. 501 A0'•AND C:)'An[ aR;OCUC CURVES EXCEPT ON CLRVEO aLIGN!fENTS / A v FORMULA : Y• �'S W` i - - -�.. - t, - - �- EXE. 3/31/94 456 ' ` ' ' e-1 TR. 13565 STRIPING PLANS SEE * 18 CONSTRUCT HEADWALL PER CALTRANS STD. D86-B A"b thele-L_ .�.� i � 07 a br• n. -ie SHEET 5 /3\ `r�grF C/vl\- 0��\� SHOWN ON SHEET 5. (L. S.) 1{I 1 �' .�r?_' o• -�` •' 6•,nyc ' - - -L ALTERNATE JUNCTION z 4• OF CA+`1F 6L.. `_Dry rock I 1 t LE14GTH „ „ ,;- D i L �".�I ZtR19 INSTALL /4 TON RIP - RAP 2 THICK PER PLAN VIEW. (109 Cy) TA°fR DIS-:a,ti`CE r?OM ?OiNT r ALONG B:S` 1_1NE i' f---- -1--- --' •--'i - ' TjB-� _--� _... C. w. _ EET -- ELEVATION I I " S Tenon tope r- o 2. NOTE 00 CONSTRUCT 4" IRRIGATION SLEEVE FOR 2 IRRIGATION LINE (162 L.F. ) GL 5 J 0 25 .�0.' rJ `10' -4,5' JO' rJ5 ' GO' � S}NI J)af(typ.)-� m 2 3 �-;� 11 I - -' -- WTEs corf and ieeld �Jj ^ QUANTITIES SHOWN HEREON ARE PROVIDED 71 I I I I ,I I i -� RINr FDe.Rall ergne te•CN•.A•. 6 .2 8 2 , 30 3G 42' 4t;' s•. GO 66 2 s s SECTION LINE �Q` FOR BONDING PURPOSES ONLY, CONTRACTORS Z Ele.ation A,D,,D L,. L.are eta►n ee►Moe. ).corr•gor.d steel yepll .Note c Dolor in to AASHD kt-3e. /8"+ Spa j' 7 I � ��/ ,�P/�PG�ICY ST. L�if/T�Slf.�-UE TO/11.4T�N Bj'FiSlGS (n1 , , , �r' , , , �-+ C-1-l' - , , , S, , ..OroUouemDl, eNolleegaLanite4efterlaDricodon, G p SHALL BE RESPONSIBLE FOR VERIFYING ALL _ 9-/9-90 7-zyrv. JO (.0 J '�2_ =0' _375 `5 52.J C'V Ji..�i 5 G�J 90 D.Foro,s.•Dnd lvan,nld l"Ii.lYf.%:engNr to plate elm l•rlMe of 6•e.a /211.0/n boR P - -" - RI p ' ---_ ♦..owner or bon en ,rale ..»•M1,. 1 LGo"ofP0'W"o'"•"q'-welbe a se forrN.. LEGEND TO BIDDING AND CONSTRUCTION - - n - e feee, and en4 etwr be enop lobrxared and qoh. and after Is" HOL D-DOWN W OFFSET. , .tvM D,- S- -:N7- TR. 13566 �- A COUNTY ENVIRONMENTAL M GE T �AGECY STD PLANSHEET NUMBER REVISION Z 81 HIGHER PREPARED � ;\�' : z,� Cj�Y OF RANCHO' v ��' ��.I' !irr�� �-•S' �^ ^7r ��.. ��C. C�v1 ���I ^ , R NGE COLI ��� MONA 0 UNDER THE SUPERVISION OFApproved^ nRN./ on, %- WorRi 1305 CITY OF RANCHO CUCAMONGA n,� , O I C.;-' C.6:1' 5' 275. 4.:3' �5C' 6.., 25' _45' ,C 1,.00 �`�+e'(h�r�C d C��� -yl� « N0. 3G 2 _ 1 q-Z0 xp 6-30-92_ STREET IMPROVEMENT PLAN .. Adovtedl Ree. 77.92. Revised, ,^,., SHEET I OF I I RAYMOND J. ALLARD DATE I� �._ c.. ., :.�� ....., 4sc' G�c' ,sL, �,c�' ,�2i' � :.:s' ; La;' ;zoo i INLET TYPE SL � �- 3to rOR NO E: BASIS OF BEARINGS: R.C.E. EXP. DATE i 2 s`gjE CId�� Fc�`�u S �I.- TO CCTEPUIN[ C,FFL_ C .,-..ttCE� FCR ANY LCNG,'H TAPER JLC THE FonWi�A Y • Z_:, _W_ FCR THE --- 1 ------- - ----- - -- - - -- - - � OF �Al\ 24th THE BASIS OF BEARINGS IS THE SOUTH LIN`t ;r :,t.� i ivN < < "�, t i, �'Y , !p .; REE"I" Pon^CNS A3, ;0 C'� 'xH:CH 'k;1[ PARA00uC M,ES. THE PCnT:^N C'C' a T .,GENT.• .r: THE CASE wlfItl TQC BA-[ ;.:•'E s =l; vE^, THC CFF$E-S aRE c•Lci;,A-ES B" aLSUM:N;' THE / SAN BERNARDINO MERIDIAN. SHOWN AS N.89° 41 47'' E . ON A MAP RECORD _ TRACT 13566 I IN BOOK 73, . PAGES 39 THROUGH 40 RECORD OF SURVEYS, RECORDS ��fES / APPROVED BY- BASE DAT EI BASE UNE TO CC 7ANr ;ENT, -HEY ',nC 7HENvAPPI_fED TO THE C RvEC C'.SE �.;L ..0' 10 ARE �\� S `� i NO �,NGCR P6PACC. C �� NGC iT t _ i OF SAN BERNAROINO COUNTY �0�\SSTN4 CITY ENGINEER ` ff.GE. No. � � "` 22397 BENCH MARKT. �� �Q` 9-9 yc DESIGN B`I >�- „r,5, ,f.•>lr.,� mu,­_ Surto a HECOMME NED 1'-.-v 5 !'\ -� ^.„ ,.�-.- A ,�,T -_ _ - It - IIC �1 +11JU k Rrlr,,,ule.t allfrrrtw 925o 1 t�. AVEP ,t+ - -.�., r"•'..; --.-., vLJV;v C�;.., ';iEN I r vJse r-otz nn�►Nr>.:�t�cE Acct r . INDEX MAP FD. CHIZ 1N THE. 6,�IDDLE OFA CONCRETE HEADWAI-L AT THE y Z B.M./G.M. ` " !__ l'la,1Sa 0,f,, A -tit , e ------ - COMMUNITY TRAIL PEE COMM.TRAIL PLANS ^ - � 110 '� Gr'Q3 /.'S/QN 'v ' S. SOUTH WEST CORNER OF SUMMIT AVE AVE . EASTAVE. CITY OF RANCHOMA Wit r ( 1 356 avo r Nx DWG. # 1304SHT_-77 AND '18 _ R�V191 DWY LOC,<\TION AND WIbTH _ �UCAMO,NGA BENCH MARK NO 150 EL. 1507 .007. v D�r��'rti BY SttE�E ' EXP 3- 31-� * * M.H. �2� AT STA• 10 +35.50 KR 4 �� �R (iri/trr unrr. ['nut Sunrtiors 4 �OF DESCRIPTION OF REVISION Z3 Y DATE CITY `rl CIVIL ��@ CHE GKE D BY. 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PLAN 306(MODIFIED WIDTH , =81-0 CALIFORNIA EDIS , AID AN COORDINATED BY DEVELOPER. �� � `: �l x t , �� ( / G,T PLACEMENT B`� FLOOD CONTROL DISTRICT � I - . / I ` \ - �,, t l l \ 13 EQUESTRIAN T AIL 4 - OMPOSED GRANITE. \ a V �� �, )v t I t ) II' , .) 91 ! 5 CID UCT 2 TYPE'S I f,ATCH BASINS PER CITY OF RANCHO CUCA�AONGA . I ,I 1�� I1 I ( 1 ST4, P,�AN Ng 502 WITH 24 RCP OPENING IN WES1" ALL . 14 C STRUCT 7 CONCRETE SID K� PER CITY OF 1 ��,� )� O�1=�4;0 , V -4-0 ). AN HO GUCA ONGA STD. Pt N ANO. 311 . J _ - - i I / - - . 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W /Z" F I /2 Ile WEST � -) � � � ' r p ��'r ...�� 4 2-• �� � �.�.� * ���.{�.� �. ..* �14� ° 1 + .16- - - .4. �_ vIN - - - - - - - - - _ - - _ _ _ - _ - - --- - . .. - - - - t M - - - - - ---- --- - -- - ------ - - - _ - ' - - _ _ - -- - - - ,I _ - __ _ -- - _ -_- - _ - n __ -- . _ I1�' 1 $ z 1 a I ` 10 At _ ,,I s '1 -- w ,j . _ � �o �� i� T 8- I - SQA. 1 + 1 1 J tt 1 4 . . ; ' I I TY 0/W ACHW,=16' LOCAL - DEP ESSION . - _:_ _... - 1�,, STA 26+00 (WEST) m .�} t _. �, DETAIL C. STA. II+3571 - - ' =q I - to N.T.S. � �� ' - f;s•. y --r;' �' �4-11: _�. _, 1+. a: _]� ,_� � - I Ir 0�i f 11 /- -IV _.4.__. - I 11 I ROFE3`�T �UESTRIAN TRAIL ,- .•: .< I 5 3 STREET R/W _ o _ -. pQ � 9 .- A o� I4 cv o I 7 T N 14 3 M -r- �� � � ! 2 GRADING PE 07 N 1 - - - - - q- 1 TR. 13566 13 �i a:,� n c- X: - I <11 to CITY OF RANCHO CUCAMONGA Q " O �lO. 44568 � \ ;; N �� N • - ±p co � I I t a L O SAN SE VAINE SPREADING GROUNDS EXP. 3/31M 1 I ( i ` v - „ to _ _ - oD 1- * �EE PLANS P tf�EPARED BY k t • �/1� . Q Q�L v 0 J + _ . I --7-FUSCOE WILLIAMS, LINDGREN, v G/7-Z . '+ m N Q N �' G o �' �' STREET IMPROVEMENT ql civic ���P © ' (81 SHOPT � � k 4 K _ W E �, M OVEMENT PLAN FOF CAL�F� I 11 11 -'`I a h g\ a 4 N a ± c a * � FOR (�) 4th N t STRtET � 3 o co N 24th STREET-TRACT 13566-1 THE EXITING OVERHEAD UTILITIES (TELECOMMUNICATIONS) 2 ¢ I 5 u' o - - PLAN a PROFILE ON THE PROJECT ( SOUTH) SIDE OF 24th STREET ( UPPER _ \ r, 4 I 4 STA. 9+47 QS lU STA, 17 +00 le - SUMMIT AVENUE) SHALL BE UNDERGROUNDED ALONG THE Qp,OFEss/oti �-�: _,� r f (J' r BASIS %'OF BEAR[ S: APPROVED BY <� _ I ` PROJECT FRONTAGE EXTENDING TO THE FIRST POLE OF �O D J. A <<" r I QRQFESSIpy THE BASIS OF BEARINGS IS THE SOUTH LINE OF SECTION 22 T.I.N R. 6 W I c DATE: . - SITE ( NORTH AND EAST )a POLES REMOVED �� �It �! 9EE syEETs 4- THe4l /s ot- Tt/E r�AINCHO C_UCA1�/�01�1�r� � �1E L. ST q� SAN BERNARDINO MERiDIAN. SHOWN AS N-rsy° 41' 47'1 E . ON A NIAP RECORD 1 CITY ENGINEER - � - 11 /" ``��"""''` R.C.E. No. 22397 y '99 z LOO,9 C'ONT,POC ,OAs7,e/cT Re,eA/lS ,Moe Q�' �S 499 �� IN BOOK 73. PAGES 39 THROUGH 40 RECORD OF SURVEYS RECnR S �Es!cr, a Rl;VI0F_ FOP,IMINT•FUNANCE AC- i-OR COMM J' Q p C , D , 11651 1t,•rfm4i: ir.•rrr♦,'. smic + RECOMME NUE U TRAIL (OWG. NO. 1384 SHT3. 77 4 "18 ) JO �{�193 �R�I Q I T.PC/C'•TC/,Q�-5 ANO 7ie,4//V//Vb LEI/EE '� 01 � u Z OF SAN BERNaR�IND COUNTY >z;J�••:.;,,♦'.(nufir.-nt.J 125" DSA E s � -1932 �El�/SE OrV)' COC,4T/OrV ANO �'►�/0TH @ No: 36052 �4/C S , PCAit/S P,��O .?EO 16511 B✓GG �*+ �'h B.M./.�M. � t'1aJ.fs+ 0161 /0f,3s- SO e. 5��1g3 �S/Ph� xp. 6 3 92 a��.v f -4ssc�/.aT��. W TR1 Fix(^ta/fso 0x10 ' 3-Jl- 70 BENCH MAF�K_ DRAW J BY: AGREN ,1'ES�T/4y1y/DVE O/K'X!P/�44C_,v ,9TZ/6.'/T SLEEl16 ro I�+q b � � * EV•� * FD. CHIZ I'M " IN THE MIDDLE OF A CONCRETE HEAD`�/ALL AT THE M.H. H © ,orc.�/ F.cca Ifo GY "'*V15 ' 9'/r-90 , Sl CIVIC ��P 1 SOUTH WEST CORNER OF SUMMIT AVE . EASTAVE. 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ON A MAP RECORD /,- ,I --- - .I / 2 x'Af/,05,,, � -� I I APPROVED BY: DATE: K",;- ' ' -ME L St PLANS FOR STRUCTURES AND TRAINING LEVEE DETAILS SAN BERNARDINO MERIDIAN. SHOWN AS N.89114 /_11 - 2:1*50'r -� .a . '*,� I �� , PREPARED BY BILL MANN & ASSO61ATES) SURVEYS , RECORDS N-, '.I.... ,-,t.'/ 0,4X CITY ENGINEER =_:_::::�L__ R.C.E. No. 2 2 3�7 (P L AN S' IN BOOK 73. PAGES 39 THROUGH 40 RECORD OF I/ . I `A...... . / / : Z?4 Yl,��X/7- .4 - - - ,- ____ � ARDINO COUNTY k DESIGN BY. //(,it Verling.liv-1:11c. Suite A F��COMIVILNDLD � 6 . - WSCOE p Ws V.cq,JE A it 2 ---- -- - IV le5xA5 711ve7. IMLUAA" Rh,idv,Calift -nia 92 FOIL "A f" -I­ ______-- ­ ­ ..­� I -IL -1 ,in, - 9.0 � 1///k� I b.M./G.M. (-1-i)�15 i_0161 DA---TI ,-* r" BENCH MARK : 11////.* -'-'-*YlA5:Ae7- m( -j).154 0810 ,.; 411 ma .- - .-!-.,,(_j FD. 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I PROFILE . . �.:.l -_! .. - .L _41. ! ­-.1--i��_ ..__.. .1. i ..� _� --+.....-1 - '. � �___I ._�lll__�� .j_1_-�L._ ­ T . � -1 .w _4_+­ ---4---4-- __.-I 7_�-____ �- -�4-.. ! 1. .. . . - ...�_t___+._ I I I I i ; : 1. .lt­ . �l �� ­ t + i 1�1 V, ' i 1 �.� t t. * t'.. ­1- I , I I - + t li . ... - t- 1, ..� �l _.� . . -..:��- �.t + .-I.- I 1.1��- � ­]­_ -J__J - L I .7- ­­­­ -..t--.. ..L.I...- ......__1_4_..�......4_q. m I _.: - -A __�._J__-+. I -�4--7�- +4-4 1_4 -It-- I i ; i k\4 f.-I I - ...�­-t- ­­ -i--- VERT.= I'= 4 1. A . ; �.i- 4 ­ : I , -I I . . : _'T - 4 .__ i .�... ...­.: �.... i i .... i , �...� ­ I HORIZ.= I" =40' i � ­:J _J, �.�� J:�-. _,!_j �.j J_-.. .j_.- ` _iL.: �, +1 I __4 1, ,� i _� , -:, :i t I., . _4 ..: ., 1. I ..� , .�, I � ,-�j 4 4 i .t .I . i .����,'T­,_ - ��_ i�.. ....'It - - 1 1+ 1 ��. . . . i ­ . 1. t * . �. I . .... i i �_ "� "I 1 , ,I ��. :�... i, 'I '. ._1 I I -1 .�� , I ....� �.i I ; I 11 _. __ ::�... :!_* �.I : 4 i,w..:� - :. I I . .. i - 23 +00 -24 +00 25-tOO 26 100 27+00 28 +00 29400 PLAN 30+00 31 +00 32+00 33+00 34+00 35+00 a SCALE= I" = 40' 1 . BASIS OF BEARINGS: / /I . THF,-BASIS OF BEARINGS IS THE SOUTH J-11NE OF SECTIOPV22 TLN, R. 6 W., . I CONSTRUCTION NOTES: 44N BERNARDIkO MERIDIAN. ­I*N AS d9o ,4`47" �,ON A ,MAP RECOM � ____� .IN BOOK 73. Wrl�� T 0 R Fk SURVEYS, RECORDS- ''� k . HRWH 40 't 6 D � , - " -- _______________ __,\� � � -ft 72e,44191 7-1aV 7�� AO'ee7- :-OF SAN_-,BERNIDIN0 COUNTY. � - %% ,!5-X/5-,-IA16 ,,�5R,:�>ZIAIO -,,� � k CONSTRUCT 4" P - 6" OF BASE. FINAL SECTION TO BE I . . .. . .\ ,;� k. �t . ,_ . (@ ,_�,C. OVER 113Q!��H MAkKV',,, � I , 4:z� tj� - I If . .11 !4 VERIFIED BY 'R VALUE AT TIME OF CONSTRUCTION. . \ , 1*� . q I tI( r, I k , FP. CHIZ "Z" IN THIE�,MIIDDLE OF A N R SWALL AT THE iw, I - - k,l 11 "Ni 'k k I , - , I k -A * 11 % l K ,,,, G) UTILITY POLES TO BE REMOVED 8 UTILITIES RELOCATED 1�. �%JUTH WEST -CORNER OF-SUMMI AV . kST . CITY__6� RANCH 4) Irl t K lk- ''''' ' UNDERGROUND. I I , )r�N 144 Ai q_,�,_ _ -_� . "I v . I ::z- 1* I UCAMONGA B CH MARK NO 15 EL. 1107. 07. ct - I I ,� 11 � N %,j \ --j r . .__ ­�, \,�� , ''''I, % ,r,l i ---N, Z- N , RACT J��,76/ REMOVE EXISTING A.C. PAVEMENT. . __ 1, - __ 111,.... - t'. 1* I. t � 11 ** -,) in - � _.., 1_� �, ki V, . (D 1--\.J t_� - 11 _ Nb - (W _k - �n � di -\ 10 W '%'4, 1� '�� iQ _% 11 t% _W_�� % � , (­ - - c\j \1 T \ 0 ,r- 0 1\1 T A 1\1_A,____� - v I - 1�\,� - � __ --- It 144 + I N IN �j I I I� � N, (@ REMOVE EXISTING CMP CULVERTS. u) \ -�__ I __" ,<---­ " ,_____ J`1 I/ Z;� , N *j ----57. Q\ 11 '*i i�___ ___ . .. . a " 0 " -- c----------�­_,., � zl�vli�' A @j \`/_,�o 0 '1�, I.%-- , . 11 (�) CONSTRUCT 4-60 R.C.P'S , L=150' EA. DaI200 -1 It �, / f k -A---- I - ) " -_--,_., ^_A_,-_--._ - . . .\ � - - ­ � - ^_'___N� -- t9--- ___�_ N 11 , I-, � - r__l I :��_�I� r: X�Z,.,Z,I� �/ .4 oor�_,_,__ r ,�_,^_,­--*_� " - "W� � '._� - I . . � N __ - - � --t - , . - - - __ _ _ - ,-- Lo-� - - �L Z, / /17t -- ­_ % -_ - .. 0D L PER CALTRANS STD. D86-8 + \_ - , I - - --- - --- - -_�� 1 [�7 - �- "I - _�_ _�__�A I _ - � - I\ - . `� - I I � ______�_ __ . - I ___- SHOWN ON SHT. 5 . - __ - - ___ - - - __ ____� - - - __ .;??- , -*!��-, - 1: Z: 2,�-_-- , - - - - - - - __ - - 0) --- ­ _�_ -lm=�_;_Z;.� . a- � __ __ _= � = �= = - - - - - - - - w - - _ . - _ _ , - , =1 - - ----- ____ - I - -_ - \ce.;;,- - -___,.� - __7 - -__F7_ � I - _j .­_I.- - -...I­­ --7---;q r4) CN\J : %5,E,0 7'/OA/ I � < 1. 'N , /-/A/& (A/. J31043 'z�_llw,;�'l � 0 INSTALL V, TON RIP-RAP 2' THICK PER PLAN VIEW. . r' . , 1�% .. 19 It .. I \ : ID5i 1 15 0 0 1 , l� � N CITY OF FONTANA 1 1.6 .. j?. t, . I � r I + .. ,� . ,� I 11 I % I < , a , ,...... __.-.-. . --------.--., -_ I - - � I ---- ., . ­ , - . - . 11 . . I ­,� - . L- . --- ,_�l I, ..w:_ - - --------- �_ =..�- - _wM2 - - C��� _ - I - �_ - - __,__,�_ 'k-i . I I I I .. . I . ____�_---I 1 26 ---_________2�7 __� 28 - 1, . 1:�� -, 11 30- �__ 3 - -_ -- - - _,., I I _----. I. � --- --1 - - .. . .__ 1__� ., __ - -, J� Lli (1) - - _,_ ft- -_ , - _____ - - - - - ==4 � - . - -, - 'i ,(j f ."M_!�� _ - _lz ____ � - �� - -___ - ___ __- - � I �� __ +--- - 7- � I____ I I I - � - OAl NL\j T IL%r%p I ­ , 7'_ - -_ ­ -7 - - - - N ,_ ov IT/ I , _ - _ j: �: . I . -___ "o I'- 1 29 -, "I' / - --- -_ - - --- ""' uj - , - -__����� ­,�;111'1.........I...............0 - _-----__ - 'a __- 5 " \,.-.. -___� I i -_ - , I _____ - - I / ,--" - .. � 01 .1. ­ 71,77 - ------I----- V J. Az< IV ­ - 11 x_\\I- * mm: __ -- - _� ____-____:___ - --___ I A),4 ��' I - � I\,- I - ) \ __1 I _L�_ 1:� I I - , ___ __ ___'77. , __ 7--.(;) ---- ­= /___l' - / -"- ---- - - F:zj . � - U) UJ __� - __ - - \ - _____- �--- - -___ 1, 7 I / I ( . ) I __� I - I .. i 4Q� - 41136 - Q rr K_ - CT�Y OF- RANC140__0UC I I �" C,<� . _ � - _Ac_�_ -1 - _1 - ui No: 36052 r" T� z \ �,_ / - , "_�� __\__ - . �:_:�17___7__ rs. AV =� = =; L = = ---It, __.::__:r_'_ - - � - =f,,�_-_,;-_:"�t =: = =; = = - /I I - - /,_�l r ( "I I It - - - - - - - - - - - -'**. ,_ - - - cc Exp. 6-30-92 :0 r" LLI - L I I _�_ � t I 'i -v 1-71 , Lu -i _,� \ t _/ - - ��\\ L, I � 4L Er. ..--_____ * , _/� 'IN , ) *.. . , , ( \ ,____-y I -- 1/0 A/ , � � � W �� - I I - pp� I ,_ .-// I " I - _w --,---,f� � //'�, 1� 1� � k - I IV , ____ I � I : m: -t, - I I ___ - //, I "IV N I _� � � I - 7--i , \\ � \� i5:,0�7-IAI(S � I---- " � , k C101 J� / / 0 -_/ Y;V.r- � � I " 11 '�%_ftw.l_w-o_ol_,l ( 11 - � /, I , epf 4 -) / ___-�_� /" "I r \\ ,It-, �_ ,_- I pl, ______-_� / ��11 //.../I 16 1� ) I )t " `1� I I I , (-,/A-,/-------/------"\,---- - - ,c),__\� � OF cmffi I- OF CA < " I V� ?l I I -il -1 ;� 2 _`� ­, / I / \: I I .1 4�. "I "I'll � I I � I /, \ WOVe-,O ,VIA' ,4�111V,4t-,4� Sr Z115;�Vr,_r, f' Jr4e,EP26 7Z;> -- - q-N,V-fv 1 451 ?-1?_l9la 6e4p /,2 � r -� A / / I T y D F F .r- - D - If - -"/ �). I li I � I �� AZ47C.,V ,-CO. AW BY .,-A14.5.,eN7. 2.wBl IR74- � � �� / -- I C 1\ I-_ I I . ( i - P J\jJ (:) 1\1 G ul DESCRIPTION OF" REVISION DATE C17 Y _, IM D I I ',_��_"_\l � I - APPROWD I . t h ,6f- ,l,g-r 11 I � I 11�\ \`_� 1 77 "Ve r/1" \_� . I . 24 STREET . ,AlaCrl-1 -SECTI-ON A-A - I - -SECTION JL-_9 7111,e�� N.T.S. -P I I I 0 , W7141,� I N.T.S. SAN SEVAINE SPREADING GROUNDS c .1 - el-ry 4� le;o r m el-ry 0,-�- ,Do a- . I . /__117/v 7',4AI,4 .1 - el ry o,-,- . /--,::9,V 74A,14 1 - 7- . elry ol_�' :5,'�P�H FOR 90 ,0a- 7-Z1R,-_ h�41,,&- *10� l4r,411velo'lo 5��a_rH - 549 ^a ZlRe M41�- W10KI4 ,Z4,VeHO / eelc4maV6-4 ,elx ,e/ e,(IC,41VOIV'�4 le/x 24th STREET - TRACT 13566- 1 1 - zo L__l Z-7/ - -..i .-e - zo, I- a 9-7/ / _-.4 PLAN IB PROFILE . z I .1 e, - /0 sd5z7-rAo" ZAA105`�,4R,C:)- I I . - 91 - - 19 1 9--el 7,164V STA. 23+26.52 TO STA. 31+65.46 � / - e,4-3,5312 FAI 7_��' . - /0 - Z//vd!� ,e�4-51t-5A,)2 FA/7-��4 /Z __ gg�t I Z//V-,,--r ,,-- - � ,I . 7//!�/70 1 / / � -gg�f -"\ At/4e-. � - �� __ I--,' \ APPROVED BY' DATE. _. rl 2_ / Z-Ark�--re- p-ae a.f; , ,i5X/S 77 - e�l I+e/ ,_-Z-o-oxerz- 0.5 - --x.,&S 77 4�1 144 Z//Vld5: . CITY ENGINEER RC.E No. 2239-7 - - I 0.-Z2 i - --1�j Z//vll=r I ,_ __ 0.-Z2 '', ','"'I'll'' ---/_� - 9.111 )�. r- ' DESIGN I - 116518Wr*ng,b--.8sdSvA RECOMMENDED I - I I 7 -_X�.­Z.�./ - 1 44I, P \ R*wrsW.GaUftwnia 92503 V. Clu F-0- - .1 Z:/ "'K 1�Tit 01 1 30 .. --,Ll ,,,, - - 0 - " 5-1- � 0 0.t,�!, -- -. , -14)354-0161 L I z1f - - ,-,l I 0 Z:/ A",r I __ i - k� DX B. ( . I r.�-T �/. A,f IN. ",..I- ---.I-_0,� � Iltrr f fl. A-f IAI ­ VALUAR11.5 o" , . /1, : t 7--, . I - ..:!... � - MX(-U4)354_0s10 - " - �. ..A- - �, . E� .�­ - -_ DRAWN -­_f,9 1�' Ica � . � - _____ I ,rd r/-le I 6 i"/ /5.9 I ukriwil -m SKEET -.51 oe X "J r l,e i"1155 Z;�wg __-1 )� As . . M T,L. A sp-m-f )CLI rate 5106WWL,oi�� ,rdr,Vlol�5 ; r 7-IWCr 4 I- -' ,i5Y,-_l 7-1WCr 'o'- l" 119'W / �___ . ____� I C*41 Fftghwrm-ZA"SIN"""" OF 15 adlele WX, __� lc""* ,v,4V_--M--A1 7- 1 A?4 V,t&_7-rA�',--A/7- 14("Wl,v ,0,4V1_1&Y7' 5r/-,4 27,'-),,,q ,� 7-0 9;�4, . ,?_ey, z5.-sr:o ,0,4 l/Z I&Arr R-C E. NO DRAWING NO o & 7e- ,-_-e1!97-1.A1& . 9774 ;�9,,?6p- ,5?_ 7,-,9 51z�� e2'7,,7z�1-4�� 7290 4ffA'1!9T_1A1&. 7;,;, :g7�4- v1.q-,'-,�,,3-.,42 72�) 61�w. 51",:,;,5, 4( C.LS. - I DATE FILE NO- 1AF4 . - 11 - . . � i I I I I I i I i I I I � i I '4, 71;_ I . t II L I fry=7 i- I , I I i i I I t I � _T 1A f I F f- _r I . ___i i I I . 4_1 I- r I I I i _+ r i I �� 4- I t - t I L 4 1 1 i I i . 4 t- , , F I t- i f---t � T_ f _1 .� I L I I t i -4 i I �_ , I i � I i I L I I 1 71 r 7 t- I I I ; -3 I I . I , I .AL� -i . i i i L -I. I 4 I I I 1 t �k. I I .1i -t I i I I t. It- �;_ i I s I i * , 0 * � " I yl I lk - I kv - 1�1 , - -��­,--�.� , : ��. ,I I i, t 7 I% , , I . I 1 1 :: I L_ 'i i 'I 4 t � m . I i - \� - _4_� ru Ai 1: f I I . J . �, 2�`_'ll�_ `"I , I ) I � � i - I I I I 11 1� I I - --1 I—, _ . - I ---l . I _____ - - - - -______ -____ - I ---I- __ - - ___ -, ­ I ­_ I- I-,--- � . I . - . ___T I -�5;7� q 0 (- e:�/ - . . . I I ----- GENERAL NOTES ST T It-IP P- OV H NT P AN: 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH TFIESE PLANS. THE CITY OF - '- TRACTS Y RACT RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PROJECT 3564 PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE Y 13565 FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE FOR SITE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER N � I 244P, S'TiE'EET POLES. 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 1S TO BE DONE SHALL BE TRACT REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 1357 r( ,y TO THE CITY OF RANCHO CUCAMONGA. If` th T T f 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE �uMMrT P HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY r` DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA P �.-,y� Fwy0FROM WARDMAN BULLOCK ROAD ,°1u ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION --•--�* -----�-- -� V WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. H16H1 IND A ►�►uE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. TO PAVING STAKES SHALL BE SET AT 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 TRACT 13566BOUNDARY BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER' S NOTICE = VICINITY MAP 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE - MAINS. OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Not TO Scale OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 9. PRIOR TO INSTALLATION OF ANY PAVING. /1 MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING A 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. rl 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- SHALLLBETUNIFORMLYREGISTERED APPLIED AT�THE�MANUFACTURER' S RECOMMENDEDFOR USE UNDER A.C. AND CRATE THECEMENT HEALTHEHAZARD CONNECTEDPRODUCTS SUCH PRODUCTS. SPECIFFICATSTOS DUE OION CONSTRUCTION NOTES a QUANTITIES FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION- OF THE JURISDIC- TIONAL URISDIC- TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL NO. DESCRIPTION QUANTITY UNIT 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE H I S OWN SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. I CONSTRUCT LOCAL DEPRESSION PER C.R.C. STD. N0. 518 , CASE "B'. I EA. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY O CONSTRUCT SIDEWALK ACCESS RAMP PER C.R.C. STD. N0. 310 2 EA. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLU- DED IN THE OTHER ITEMS OF WORK. O3 CONSTRUCT 4.d�AC OVER 4.0" A B PER C.R.C. DETAIL SHT. 2 . 9,6515 S.V. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND TfZ . /3 3Co 4 I 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CC�NfS'ITZlJCiTON N= FOR SIT�T Z 4O CONSTRUCT 8"CURB AND GUTTER C.R.C. STD. NO. 303 . 2,484 L.F. �/ �5 CONSTRUCT 8" CURB ONLY PER C.R.C. STD. NO. 301. 2,379 L.F. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 1- All street trees are to be laved � in accordance CONSTRUCT DRIVE APF' CN PER , R.C. STD. NO 3 .5 WITH LIMITED ON I:?OA F DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 601. P with City Standard O ACCESS CURB PER C R.C. ST0. NO. 902. 225 'A PROMPTLY BE RO PTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 7 INSTALL STREET LIGHT - 9500 LUMENS 54- EA. 2. All street trees shall be staked and lamed a 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD P voordirtg to City Stan- I FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED TAT605A. S. 1005 B .9s /.PoX�iYJ/Ty Tp �yq,PpSC•,p -- -- O6 CONSTRUCT 4" CONCRETE SIDEWALK PER C.R.C. STD. NO. 311 17,388 S.F. UPON REQUEST OF THE INSPECTOR. 3. Soil fertilizing and conditioning shall be in accordance with Section - 0 g INSTALL STREET NAME SIGN PER C.R.C. STD. N0. 401 a 402 3 E.A. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO 212-1.2 of the Star�darri Specifications for Public Works - Construction. EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: - 1 0 CONSTRUCT 24 R.C.P ( D LOAD PER PROFILE) 67 L.F. Type I organic soil amerxlments shall be used with the ratio of 1 part 0� A. GENERAL TELEPHONE (800) 422-4132 thora c ame t nts 3 Parts native soil. All amendments are to be 41 I I CONSTRUCT.CATCH BASIN NO.1 PER C.R.C. STD. DM. � Q 502. 1 E.A. FOR UNDERGROUND SERVICE orax mixed prior to backfilling. 12 f B. SOUTHERN CALIFORNIA GAS COMPANY [714] 529-2889 4. Fertilization of all street trees shall be per the CONSTRUCT JUNCTION STRUCTURE TYPE $ PER O.C.STD. NO. 1 315 1 E.A.rations of � I 2191 E. BIRCH STREET (714) 529-7070 an agronomic soils report furnished to the City Inspector, j 16 C. CUCAMONGA COUNTY WATER DISTRICT [714) 987-2591 CONSTRUCT - RC.P , D-L 240 L.F. BREA, CA. 92621 5. No street tree shall be planted where the center of the trunk is 17 CONSTRUCT BARRICADE PER C.R.C. :STD. N0. 404 40 L.F. 9641 SAN BERNARDINO ROAD Clot wTR /3 56? than three feet (3') to the face of curb, unless otherwise RANCHO CUCAMONGA, CA. 91730 Q I 18 CONSTRUCT A.C. BERM PER C.R.C. STD. DWG. 313 . 53 LF. D. PACIFIC TELEPHONE COMPANY (714) 999-5639 6. All street trees are subject to 0 ' 19 CONSTRUCT TEMP. POLE AND CHAIN BARRICADE I EA. Engineer. inspection and act by the City k 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 3 20 CONSTRUCT TEMP. ROLLED CURB PER C.R.C. STD. 902 26 L.F. SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS CONSTRU T MODIFIED INLET PER C.R.C. STD. DWG. 515 WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS 21 800 S.F. INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE Z SECT/O�l( G/NE FOR IS RC . PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 22 RIP RAP ENERGY DISIPATATOR PER C.R.C. 19 C.YD. SATISFACTION OF CITYENGINEER. STD. DWG. 517 TN CO. Q- SAN 4. _ I t SHOWN ON SHEET 2 . BERNARD/�/O Cir✓ p�- 4?AA10 0 C[/C'AMUNC7A C.R.C. = CITY OF RANCHO CUCAMONGA. 5A ® 4 HPSV BY SOUTHERN CALIFORNIA ED1SO.N I RAID AND STORM DRAIN GENERAL NOTES r ( I �' STRIPING P NS- COORDINATED BY DEVELOPER. NOTE= 1 . STATIONS SHOWN THUS 0 + 00 ARE STORM DRAIN STATIONS AND ARE SHEETS 6a Q7 INDEPENDENT OF ALL CENTERLINE STATIONS. rR. /35Gr0 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES 9 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC � ONLY CONTRACTORS SHALL BE RESPONSIBLE FOR VERTING ALL WORKS CONSTRUCTION. CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS. PRIOR TO BIDDING AND-ZONSTRUCTiON. AND STANDARD SPECIFICATIONS. ALL APPLICABLE GENERAL NOTES AND THE Z STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. @` 3. ALL LTRENCH EXCAVATIONS SHALL CONFORM TO THE STATE OF CALIFORNIA 4v�3rR I I CITY OF RANCHO CUCAMONGA CONS4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH THE CITY OF RANCHO STREET IMPROVEMENT PLANS CUCAMONGA STANDARD PLAN NO. 513. 5. THE CITY OF RANCHO CUCAMONGA INSPECTION DEPARTMENT SHALL BE FOR NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF THE CARYN COMPANY WORK AT 1714) 989-1863. A PRE-CONSTRUCTION CONFERENCE 1S REQUIRED LEGEND PRIOR TO START OF CONSTRUCTION. 99,6'£7 �VUMBE,c BASIS OF BEARINGS: 2.4th STREET-TR 13566 - 1 6. R.C.P. (REINFORCED CONCRETE PIPE) SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. THE BASIS OF BEARINGS IS THE SOUTH LINE OF SECTION 22 T.I.N, R. 6 W., 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY THE CITY SAN BERNARDINO MERIDIAN. SHOWN AS N.890 41'47" E. ON A MAP RECORD %Of ��r�a� APPROVED BY: _ DATE* 's Q __--�__ CITY ENGINEER. DESCRIPTION OF REVISION BY DATE APP IN BOOK 73. PAGES 39 THROUGH 40 RECORD OF SURVEYS, RECORDS OF SAN BERNARDINO COUNTY. ��O \S��E L. ST,q '� S CITY ENGINEER ! � � - -�% RCE. N0. 22397 � 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS Al �'' 4r3 `. Is°°' '``""'.sw+ '°" DESIGN RECOMMENDED DETERMINED BY CALIFORNIA TEST METHOD 2160F. INDEX MAP BENCH MARK : `' �""""`' ""'°9� �• 4�a Rv Tz (-14)2501"0- F.D. CHIZ '�®" IN THE MIDDLE OF CONCRETE HEADWALL AT THE � � � rurrn,�lsowlo !�A t 0 • 9. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED NOT TO SCALE pLDRAWN SOUTH WEST CORNER OF SUMMIT AVE . EASTAVE. CITY OF RANCHO EXP. 3--� SHEE . I BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER. , LOCATION. AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. CUCAMONGA BENCH MARK NO 150 EL. 1507.007. �l vi� ` M�' CkYE.{Rl.r»rs • Landsww"" _ -OF Cl7 �� CHECKED /, ..� � ���� �1 C "WING NO qlF 0 ��0� R.C.E. N0,2:IL-11- l D F CA� S DATE FILE NO ` ��-4 - 1 PROJECT SFZE ) N2a. _ _DF L^ �v • 2� �14 �b dAAo �g1 Qpo �h Q� �h S /V /04� . 20' 20' d.s /,f OdECT THEME !'Y.4iGL B. ' 8.5' B.5' 8.5 8.5 8.5 8.5 8.5 ' S'T.4. /3*9'9.53 TD ZCo•o0 t -� � 7 7 PES l.+<.vOSc'.IPE I i /D' -T 6' .40ell Pe_4AA9•e W f.6G MA'AIL TY �T/I�E :- ST,Q Q,100 l 7' (of VARIE 1 ARIES TRAIL /� [FVFG G/NE 1 I D./8' O. ., 2.0/ TD /3+39.53 TO _ BE CGWST,Pl/CTEO ���� 2.oi 0.35 3 '� Z'/ 0.do' . (TO LE EG z/ '. Room ® --- -_.. 5 _- C.ro0 LE EG L//VE oy 4 MOM kEY�i�y x 5- �� _ - _ ,. . 24th STREET EXISTING GRtDUnhp 8 -� >3TA. 2b+35 TO STA. 28+00 'Q Pfio1= oP5D GR^DIrtG 7'S/OEyr�LK 24th STREET STA O t oo TO `-STA . B/KE Wrq y 3O CONST,evo T.f o 40 OYER �o7�f ,I B_ 7'/ # 9 0 1�+ 39.53. STA, d x`00.00 TO STA. 2•!�4 S 6i0 Q N.T.S. -¢ CD�t,/5'TA'UCT B" CU�Pg ANO.!�l�JTF.P G'..P.C. STo, OC0A15T,P//CT t0*,4C. QI/ER •f.O~A.B. PGAN 40 .303 T/, = 9.O O CONS T,PC/C T B'CU,QB OrVL y PER C.R.C. S TO. ® CONSTRUCT B` CURB /!NO 66,7rFR C'.PC. STS. /e s 74 O CO/VST,QUCT 4^' Po PLAN ND, .303. STp, PL.4iV NO �r//. x C?.L'. OCO/VSTiPUCT B"CU,PB ONLY PER C•R.C. STD. NO. TO/ OS CONST,PUCT 4"" COrt/C.CETE $'/DEm4LK STD. 0,4A/ NO. 9'//, 5f0EWALK FROM STATION 0{00 TO 5Tf}, f3f39 •53 IS F7JTUR� CO/`/STRLC7/O/�!, Reittorced concrete or cmp Cowen, warts err . .� win. See ►flop 3 % Ix Radius W I; osedinq d 1 1 A We pipe ' '!� ,{ w. 3 II BASE LINE �t D' Station W Y V J �4• Pipe bedQk+q/ •.._�. C' Q W SANG£ Lli,dhMDed eerth� � . L L Fe �,7/ PLAN SECTION A-A X W . 2 2 1 CASE I Y -SASE liNg-2-- 0 R B C L O L . L•TAPER LENGTH AB•BC•CD•L/3 - 2 W Q"n AD'•ANO CD'ARE PARABOLIC CURVES EXCEPT ON CURVED ALIGNhtMM TA N eFORMULA Y••22Swz L r-Reinforced concrete _ _i_ _ W (X} a = R TANe yy� \� ` inlet structure 2 eoctne_ `-�6• Iwo;l \ 0.D. \ '" ` Concrete , L = LENGTH OF FLARE IN FEET 0 = TANGENT encasement „ „ W= MAXIMUM OFFSET DISTANCE IN FEET R = RADIUS OF NOSE IN FEET Q Pipe bedding LENGTH DISTANCE FROM POINT A ALONG BASE LINE PER X = DISTANCE ALONG BASE LINE IN FEET. • >��Min. S' 10' 15 20' 25' 30' 35' 40' 45' 50' 55' 60' y = OFFSET FROM BASE LINE IN FEET NOTE : 0 se Nota 1 ; -✓� 60 I. IF STATION OF RADIUS POINT OFFSET II 0 •�s -• T2' 6' 12' 18' 24' 30' 3�i 42` 48' S4' 60' 66' IS NOT GIVEN ON PLAN, SECTION 8-8 ' 72� y TANGENT �0� MAY 8E IGNORED! CASE 2 • 90' 7.5' 15' 225 30' 3T.5' 45' 52.e 60' 67.5' 75' 825 90 (IN FEET) 0 NOIES W OFFSET FROM BASE LINE NL � 10 1 15 1 20 1 25 1 30 1 40 1 45 1 50 1 60 1 70 1 75 80 90 1 100 0 DESCRIPTION OF REVISION BY GATE c1Tr I. All axrsoseM mod ripe esu flttarge "I N esMnirN. 10' cur., 0.62' 1.41' 2.50' 375' 5.00' 625' 7.50' 8,59' 938' 9.84' 10.00' FOR W/L = 1:5 APPROVED t .Angie A shall be shown on Kern Ind Matt be retro«+ 451 ane W. sad o Moll beWs low. I1' 0.17' 0.69' 1.55' 275' 4,13' 550' 6.88' 825' 945 1031` 1083' 11.00' 25 0.80 1.80 3.20 5.00 CITY 0� RANCHO C� MON�A s In so ease Mall the outride sanetw of the side inlet pipe exceed 50 0.40 1.60 3.60 6.40 10.00 12' OJ 9' 075' 1.69' � 300' 4.50' 6Ao' 7.50' 9.00' 103f 1125' 11.81' 1200' FOR W/L = 1:10 STREET IMPROVEMENT PLANS ase-hsM the inside Mon,eter of the wain etortn drain. 50 0.20 0.80 11..80 3.20 1 5.00 4. If Anglo 8 N 43 degrees or Mss, see Coss L 0 Angle 0 Is T es&MI on dart sest.INn4 wwrMsnn i sects NOTE: greater Was 45 degrees. Ise Coss 2. P.C./r-% TO DETERMINE OFFSET DISTANCES FOR ANY LENGTH TAPER USE -THE FORMULA • 223 `Z FOR THE 100 0.10 0.40 0.90 1.60 2.SO 3,60 490 6.40 8.10 10.00 FOR L Center Iltte of side Inlet shell 1e a radius of mein storm drain PORTIONS AD' AND Ctf WHICH ARE PARABOLIC CURVE& THE PORTION 8'C' 13 A TANGENT FOR W/L = 1:15 �]/� oscwt Where Elevation 3 Is Noes M project drowhngs. IN THE CASE WHEN THE BASE LINE IS CURVED, THE OFFSETS ARE CALCULATED BY ASSUMtNtr THE 24 Ih STREET TRACT 13566- 1 Q. The openYq Mo the Wein Norw teM NwM N the wtNee dlenrettr BASE UNE TO BE A TANGENT. THEY ARE THEN APPLIED TO THE CURVED BASE UNE. AD' AND f ARE 45 0.15 0.59 1.33 2.37 3.00 IMP of the habit pips pee I' star m r 3•wesbe t NO LONGER FO RA13CLIC AND B'C 13 NO LONGER 'A TANGENT. _ DETAIL H E E T 75 0.09 0.36 0.80 1.42 2.22 3.20 4.36 5.00 _ (if t APPROVED BY.' � DATE: LOS ANGELES COUNTY ROAD DEPARTMENT 90 0.07 0.30 0.67 1.19 1.85 2.67 3.63 4.74 6.00 Q� ,.. r//. / I►�"'�'�� - 22397 ORANGE COUNTY ENVIRONMENTAL NA MINT AGENCY STD. PLAN ��Q �� L. gT ♦.� CITY ENGINEER RC.E NO. Approved t�.�� REVERSE TAPER STANDARD PLAN `F �► DESIGN 116VSterftngAt+r�,t,e.sateA RECOMMENDED G 7E llri/Jon, o%.�,o, of Ppb/;� wp,RJ I 5 LOS ANGELES COUNTY ROAD DEPARTMENT M1 s T . (714)3 92503- , , /a. 24- 01 � �n4,3�- 0 Adopted, Res. 77-9Z Revised: Res. TO-791 ; 82-718 APPROVED -�- �� P ABOLIC FLARE STANDARD PLAN r f DRAWN i F � SHEET JUNCTION STRUCTURE - TYPE �I EET I OF I ROAD COMMISSIONER DATE A 24 - 02 ?r I M 2 of_ 7 P P R O V E D._ ._ �. _ ca NAfnKrs Lard sea nrro►s 4115'r -ROAD COMMISSIONER DATE CHECKED CA4 / h .� R.C.E. 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T �I ------4. 1 --------.... --- .... ...... ...... ........... ...... ...... + .............- . . .... ...... ....... PROFILE .... ....... + .... ... ...... HOR I Z.: 1 40 ..... .... .. 4, -4 ... ...... VE ...... RT. .4 1 4 10+00 1 1+00 12+00 PLAN 13 +00 1 +00 15+00 Il" z 40' 0 4_& ,wzr CONSTRUCTION NOTES: 116 v 0 WA01 e- .9 9 g CON 97,f4le-r, .4e ow e, IAAS 7;eMC r 49-Z 0.40 lm',e 41'077XW v5 10� /X/i/ rill-, IP-A!'40 eA1,=A*6Y RISVI41r,4 5'r,9 .19AAF Alo. �gr/77 57 0 NTS. Is, c> 2,OA Y4 H r r,O tMY41&tfT 56. ASK—, cl SEC. A -A 100 LOWER SUMMIT 9 (9 N.T.S. ....... BASIS OF BEAIJINGS THE B ASIS OF BEAR INGS IS THE SOUTH LINE OF SECTION 22 T.I N., RAW SAN BERNARDINO MERIDIAN.SHeWN AS N89041'47"E ON A MAPRECORD IN BOW13 PAGES 39 THROUGH 40 RECC&D OF PURVEYS/ RECORDS 01 OF SAN BERNARDINO COUNTY. BENCHMARK: ........... ---------- ..... FD. CHIZ . "S U4 THE MIDDLE OF A CONCRETE HEADWALL AT THE 80 UTH WEST CORNER OF SUMM IT AVE., EAST AVE CITY OF R ANC HO 5� 0 CUCAMONGA BENCH MARX NO. 150 , EL_ 1507.007 1149 x -r A0,r rep CL A Ole ............. TREES j CITY DESCRIPT*N OF REVISION DATE UN V tu CITY OF RANCHO - CUCAMONGA .............................. 1530 &0 STREET IMPROVEMENT PLANS . EN I SECTION B B FOR ��c 1A 30 /0 LOWER SUMMIT TR. 13566 -'1 NTS. STA. 10+00-00J_O STA. 15+00.00 9 Ess/ --.7 V APPROVED BY: DATE MON L./ T ;v 2239T R r CITY ENGINEER FtC.E NO. I � r i L 84, 070.A0 I qf DIESION MV*mi ftq Ammm,SwW A RECOMWN ;7 120 _)0 40 MEN : RAMI GOWN NWW VW 1p. 4� 17 MINIM/ v P4rA or-- Ae le 7.6 DRAWN SHEET SECTION C- C Z7' f�er /7 5 A _OF /a,4r5 NTS. DRAWING NO I KC.E.000 3-0- 0 e.4.s. - $ 13 7�d ATE &dl*4 FILE NO -7 PROJECT SHEET No. OF GENERAL NOTES TRACTS 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF '9TREETQI 13 564 I RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR a, PROJECT PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE 13565 SITE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER N I Su*^Mrr' AvENUE POLES. WATER METERS, VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT I MPROVEMENT PLANS 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 PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. I FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE gUmmIT T HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY + F- FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �ClO'TH/LL Fh/y. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA �.,...�,..,,..�.�,.�......... �,.. �,►.�.,�� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION V WITHIN C1TY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. N1�w �;Nt� Avg►mus 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT - POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION. AND AT NOT MORE 24 T H STREET THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED - - BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER'S NOTICE >< - VICINITY M A P 5. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE •SHALL ASSUME SOLE AND COMPLETE 1t O MAINS, OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE - Q Q f D ® �3, N O t TO Scale OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. I 5 8 9 IL7 1 12 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED Z o3 COMPACTING ORIGINAL GROUND. AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY I © ❑7 ® ® _ j AT NO COST TO THE CIT`( OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL �'�--- THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM �q 15 h5 THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 14 3 3 O 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED X41 5 TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION �f O N S T R U C TIO N NOTES & QUANTITIES AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING I C 3Z �� ® ■ 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON AGREES TO ASSUME LIABILITY AND TO l SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE 31 C4acz 415T;zF-F_­r COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED ® =- �- tT OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE I4v J oufz7 4 s� Thi (ThM (3hAANTITY UNIT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED 30 3 �� �l Cx T �_ ^ A c o✓Erz _� A 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR ® ® V 12cl7c O SF TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE I 14) �� b5 cons cuRB G uTTE5Z PE*2 RANCHO CLX-ANbNGA, APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL 2 9 4 ® ® 5 ,n PLAN _150S UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 51 ® 19 34 co►.tST. co' w1oE SiDEwALK PE2 RArlCt4o CUCAMONGA SDE 3 T . PLAKI 2510 11 ZZ, 87rJ 6F 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS i 38 co1.t_7i srA"r_21-,x" & CkOss CU-T-1 E_;Z r F tz<wc_�-40 OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. 4 7-e2� ® V4 3 4 Curs"C--,e, sTD PL^N X06 2, f SF ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 3 5 U c ori�,-�Loc A D E F R E 1 a PER RANCHO 5 E A PRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED _ cuca M o N A STfJ PLAnI DETAILA SHEET BY THE PREPARER OF THESE PLANS. 2� Z.(o ti M '� c ,. -- BETTER THAN THE NATIVE MATERIAL. tA`► 3 6 a.-cf. cl+_A>v t•ao. ��� vu- a-�_ �a��F�-.c.E,e.�� - 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- 13 V O ,T s+0.4>j-1►4�.A_rL- STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO 113 150 10 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S TURER' S R 104 !e2 ANUF COMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION E rzoss HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- C _ - sr lctw P •rrp-b NGA FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. � o - -- -- -- V --"coURT� 9 �,�,,,�, q E_A - 1 3,0 1 D ref T 10NAL AGENCY. CONTRAC►OR SHALL ASSUME RESPONSIBILITY FOR ALL cu I+ C4?�_ _ I Z NSI. C�I�- PR - � -r< �'s`1C.No G Gam. EA NG NEER ONLY THE CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND a W t a _ 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THEE I Y FOR Co XTD. P 5. � I� - TJ CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SHALL FOLLOW ALL OSHA EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. r 3$ - X 5 134 I r 1 2 101 1 Olr (00 39 I t 1 1r�s�i�.t_� sr uF r L 1c>►Er - 55DO LUMEN � Fes'. N T BEFORE SUBMITTING A 5 2c1 DETERMINATION OF CONSTRUCTION QUANTITIES BE 0 EBID ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ® COIF>T: 5 1[AD� GU PER R,ATK_!••� fes. EA LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS I NCLU- /100 101 �� P�1.t� ` '�'3931 DED IN THE OTHER ITEMS OF WORK. I � 4 0 CONSTRUCTION NOTES FOR STREET TREES v Q U) (uST/aLL STREET StC�N PER CITY OF IZ fY l A K+ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMSERS 401 AND I D 1 . All street trees are to be placed in accordance with City Standard 15� ti � 58 �. 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. c E 4� .'} ��t `>'.'s;t t'. �' i�i�',I�G r�ai� �tv_�IA� �._ SICK �1C�1�1 601 . I Gi TY cznry�10 C��CA1J1pi �it� Dr.1C� 4�2 LS, 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ` 1r.ISTALL KC>T A Tk90 ST2EET s►Gt-1 PEtZ CITY 2 EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ¢ 9rs Ilo42F 5 - 2. All street trees shall be staked and planted according to City � °t 5 9$ 10'I 1'►D 111 112 �� 4 2 DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALLO 3 I Standard 605A. BE PROMPTLY SUBMITTED TO THECITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD 3. Soil fertilizing and conditioning shall be in accordance with Section �1z�i►����p �. r 2 CT#+�U GTY horks ConstructionT FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 212 1 . 2 of the Standard Specifications for Public . _ UPON REQUEST OF THE INSPECTOR. Type I organic amendments to 3 parts native soil. All amendments are - 1 1 Z4 12 4 to be thoroughly mixed prior to backfilling. 1� 1 i 2 0 � 1 � 11� �� � e -� -� 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO q 3 EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 4. Fertilization of all street trees shall be per the recommendation of I a 5 A. GENERAL TELEPHONE (800] 422-4132 an agronomic soils report furnished to the City Inspector. - FOR UNDERGROUND SERVICE 92 124 5 12c• 1 12 53 5 55 5� 5� 5. No street tree shall be planted where the center of the trunk is 4 B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 closer than three feet (3' ) to the face of curb, unless otherwise -- - 2191 E. BIRCH STREET 0714) 529-7070 noted. _ BREA. CA. 92621 z ; 5D C. CUCAMONGA COUNTY WATER DISTRICT f714) 987-2591 6. All street trees are subject to inspection and acceptance by thee5 8 87 �5 5/ _ -7-1 9641 SAN BERNARDINO ROAD City Engineer. `� I RANCHO CUCAMONGA. CA. 91730 D. PACIFIC TELEPHONE COMPANY (714) 999-5639 _ • aUL�oc_� ROAD � 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT v�lAROM� z NOTE SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE (o 70 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE I LOT riuM6El2 PER TRACT 135roG-I TO BIDDING AND CONSTRUCTION. SATISFACTION OF CIT`( ENGINEER. ___ _ _: - . ."�Y�`• ___+ 55 LOT NtlMl302 PES TENT TRACT 135('0(0 NOTE= SEE SHEET' 8 FOR STREET 84 �8 7V STRIPING AND SIGNAGE STORM AIN GENERAL NOTES s ")91 . STAT S SHOWN THUS 0 • 00 ARE STORM DRAIN STATIONS A ARE INDEPE NT OF ALL CENTERLINE STATIONS. 2. ALL WORKS L CONFORM TO THE STANDARD SPECIFICAT S FOR PUBLIC 62 a g� WORKS CONST R TION. CITY OF RANCHO CUCIIMONGA ST ARD DRAWINGS. AND STANDARD CIFICATIONS. ALL APPLICABLG , RAL NOTES AND THE APPRO E DESCRIPTION OF REVISION LATE CITY STANDARD SPECIFI TIONS OF THE STATE OF CA RNIA. g1 YEa 3. ALL TRENCH EXCAVATI SHALL CONFORM T STATE OF CALIFORNIA CITY OF RANCHO CUA Pk1 O 'GA CONSTRUCTION SAFETY 0 RS. 4. ALL PIPE SHALL BE BEDDED ACCO NCE WITH THE CITY OF RANCHO STREET IMPROVEMENT PLANS CUCAMONGA STANDARD PLAN NO. FOR 5. THE CITY OF RANCHO CUCAMON IN. CTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WO . NG DAY 48 HOURS) PRIOR TO START OF THE CARYN COMPANY an WORK AT (714) 989-1863 A PRE-CONS CT10N CONFERENCE IS REQUIRED ROCKFIELD DEVELOPMENT CORPORATION PRIOR TO START OF CO RUCTION. INPEX M A P 5. R.C.P. CREINFORC CONCRETE PIPE) SHALL C ORM TO APPLICABLE TRACT 13566 - A.S.T.M. STAND )S. APPROVED BY: 7. SUBSTITUT OF A.C.P. FOR R.C.P. MUST HAVE PRI APPROVAL BY THE 4, ��° ',\A-L CITY ENGINEER �� � -'fT RC_F MO. 22397 CITY EN ER. ----- 8. ALL LL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE ►"iPACTION AS DESIGN �.. W 2�,�+�a.Cak*� #M9sv# Vqlot) RECOMMENDED RM NED BY CALIFORNIA TEST METHOD 216'F. No »119 " 1F � . s.a.� �...� c.gF +9rus ✓ `,r¢ �� fix T �S•fl i 7_ ('14)2501 10 t►tie D I fA f9� riUC(-14)2W-I2O 9 ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE VIDED ' DRAWN t"' SHEE1 BY THE CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER. E v, 1 Com. ce.�r F��• u,. • 1.....; LOCATION. AND FREQUENCY REQUESTED BY THE CITY INSPECTOR. \� CR1T� CHECKED �97 DRAWING NO cHa _ R.c E No-. C•�- DATE FILE NO /J PROJECT SHEET #4 OF 8/ _ _ - . ,_-n---•--,-rte- _ - 'O2 , -1000000' SAN SEVA I NE ROAD Co WALL s1 5 CAMPANELLA PLACE CUL- DE- SAC 116"fCe FENS WJE INFORM rleyy (� TyP ' (G ��i �'� '(� S 11 SOr 5 LEGEND-. 1 ' OGLITTER hit✓ �v +Gf �G� fOry�O?' �1 �9 �h k"1 hh �G 2 7 G 2 8 8 1 'l h �' 1k �� o 5k qFFBGF PROPOSED CON TO U R �ol I A C1RBL EXISTING CONTOUR oo� to GurrER a/w RIGHT OF WAY 0.44 o'*DG- E-6:) LFINISHED SURFACE . FINISHED GRADE CF- CURB MI=ANt�2trk�r MFA, »I► = ��--+=-- --- 1'SIOF CE 12' E�z �KhtL I t� 2 G, --- FL FLOW LANE HP HIGH POINT Sor`rrH NOtZTH EAST oP `I LP LOW POINT R=te', F �� #� INV INVERT ELEVATION v�rNe Rin oso*3a ' " N GB GRADE BREAK • (@00%Z6 FADE) p I v NTS TG TOP OF GRATE tl CFl # 1 N a TG TOP OF CURB 24 T H STREET �,¢L,,,,,,Ec�) Q g G SLOPE OF'PIPE N.T.S. Q CENTERLINE PROPERTY LINE N o°S =�°Oro'CIO" ASPHALT CONCRETE # 16-46'N .- -F'1 CONCRETE PAVING HENDERSON DRIVE + --S-- EXISTING SEWER Q�W R/W — — c9► N N — —w-- EXISTING WATER --G-- EXISTING GAS 51 102 _ ,G4 �tiv4 � �/ 14•$1.58Tc STORM DRAIN LINE 4 14$I.goTc r- - -- l g O GB CATCH BASIN ,ol4y �b 8� 1481.23 148o-91F --o-mH SEWER MANHOLE G' a 4V JS JUNCTION STRUCTURE MoRM4 FH \ FIRE HYDRANT o 7�N ,�^ v 1. 4 —� "i=EEr 8"CURB ` a a 0( n K^tX ' �4g ,�� ,�v ,�� l 8/�S 2 -®- WATER VALVE -7' q�` GUTTER �K ` \ �1L ry w� 5 O WATER METER p►cwy * x �« a� ��" o �� o STREET LIGHT 2� `` _ -1on7'rrR \ z ------ PROPOSED SEW ER PROPOSED WATERMA`x aas'� .3p'* 0 O o'-5') SD PROPOSED STORM DRAIN 3 v' 14' PAD -5,� cij 7 1 _ _ 34 LOT NUMBER Mf�NOFRzfrlc MEANDERING CAN gEVAINE ROAD � LOT NUMBER PER FINAL '1'S� nL��G f2Erb. TtrL IIA I TRACT MAP 13566- 1 In CIS # 120 LOT NUMBER PER FINAL -r of= SAN 44 + t TRACT MAP 13566- 2 SOUTH NORTH SEva M • Pert 2¢- S�izEEr 24 S TR E E 2 4 T� �T R�'E T Q- SAN SEvAINE Ro,4D (4 L A NF-S) - - - I•ro-r N (IV IN _ 11K. IF y 41 xL L GLK WALL �h� Gj a Lb 2' '�- 4- - �a�' 7oa;� -, CONSTRUCT/OW NOTE5 RAW Q/ 20' 6CF 14$177 10��- 14g152TG /O CON5T_ 3 " A.C O✓ER 4 " A.B. ,I - 14go.K� S, 1 O CO h/5 T. B" CURB -GUTTER PER RANCHO L_705' COCA MOMSA 5T0. PL Ail/ 303. 07" Lo7' a 0=co* .+1224, 3333 # - ojmD FAc> O Co/YST. Co' 4Y/DE 5/DEWALK PER RAA(CHo 07 lal CUCAMoA16A 57D. PLAN 3/o .0; 3// t7� 5` WIPut Iwr, 5II' 22' 22' 11 a- T + + COA15 + T. LOCAL ,DEPRC551011/ PER /PANCI,1D u n ITf, 9 i vEWA c AN n 1 � 3"Th'/CK GRAI�EL 4/2 + + � 3 O E T!� Wd NT E�✓M'T. I ��' �.U� 1 2"THICK A�GRECa�TE 900E N C[/CA MO i1/GA 5T0. PLAT✓ 518 DETA/L ;4'" SNT. 2. X C CPLD 0!DW-6 E-A(6A7 7U T�N/Ra2ARY Fi'RE ME-F-T O CON5T. !o' N/GN Ch/A/A/L/AIK GATE 1 /STH AWOK CB # 15 PADL��K (TEMPOR.tRY� 17 05 TEMP. SLE 9, CHAIN 17,3,?' - P,�RRICA P5 N • � � � � h jE INF0R".4-rA W /S 7Yt.' TF,JyR-jjlj{,QY Q FOR BOTH 8/12F.5 q� ENTRY STREET PPL ICABLE 1=�R �20LLEa GURS o- --o lei h �� THE FYxLLaJiNG e�4,N SEVAlNE 1?4nep ,. 4-+2S.-*) 0 • N H 6' 14' 6 j5IRI vEWA)" FRasr R�>/E KNu L E 4 2.i&' X84 � 5 'TYPICAL ENTRY STREET- NO-r -ro ecuE NOTE: SEE 5HEET 8 FOR STREET /4b�5'87TC �2~CF A4�to'/�S TC 8"CF I (o.O R = 5q6" STRIPING AND SIGNAGE Tc CF /48560 / � ins 4e , TE PORARY FIRE AC SS / 493 - P R 1 VAT E 12.,eF 108�Tz TC/1, �/2„e r RAW �W s DESCRIPTION OF REVISION DATE PCITY 5'PUBLIC UTILITY LANDSCAPE \ 7' 18 18 �' MAINTENANCE EASEMENT CITY O'�` RANCHO C a, STRcET IMPRDVEMENT PLANS I FOR Ftl?RW17, , T�4 ( THE CARYN COMPANY and 29' 45 — _ _ 0.5 : °' C # 18 IELD DEVELOPMENT CORPORATION - ;® TRACT 13566 - 1 to Si»tN<uac I - .� APPROVED BY: DATE: THE FAL L�WINC't 1=f22oST Q121VE ( 11 +�f.G2 ?lj-I 21.87 \�?1 DESION EKGI • � sS � � sr. rr n • C 1�£ER RC.E ? C,PMPANELLA PLfGE (10+43. 13 to 14+28. 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PLAN STREET IMPROVEMENT PLANS 310 >< 311. __ FOR C 08°0(v' 24" 9/900' /2988 (05.05' Q 25°2/'57" 5108X, 25/.4/0' /27.83' . -,.bQ� , 0 87° A,' 14' 27.00' 4113' 2674' IP 20°40'4/" 882.00 318.31' /,wv)/' Q Q _ FROST DRIVE E 07°06'45" 9/8.00' 113.9!0' 57.05' S 15°23'/7" 9/8.00' 247.88' 124.70' F /5° 27'40" 1. 88200' 238.01' //9.73' T 02°59'34-' 88200' 41c07' 23.04' - T - TRACT 13566 - 1 APPROVED BY: DATE: 5'G G OZ°22 20 9/800 38.01 /�01 to GoNST. plxlve APF'1zor�cH PEi2 wwcrio cucAMoN�A sTn. pl P•N ho. 3o5,W=Icv', Xws' CITY ENGINEER RC.E NO. H 1109°55'35" 4500' 54.92' 3/47" O 30°54' 34" 550.00' 2910.7/' /52.0(0' e 11 INSTALL SThEE`T L(G}iT, 5i30D LUMEN, By S.G.E., Pq/p ANOCLYJ/QO. BY 0�7/ELOP�,P DESIGN ��♦ 2500 Redhill4wouse. ►WfellKl RECOMMENDED ry r Sande Arai.Califr.rnla 92705 . <11 FOp-- ✓ /0,501/01' 900 00' 170-21' 85.3/0' 14 CONST. 5T- l5^R�4C.AbE rM RMCHG GUC�MO N A Glb. TSD. t��J zsa-11500 I I O E1 FOLAI`I 404�' 4a5 rwv(-laJ?50'7420 11 K 09°50'3/" 900.00' "54(,00, 77.49' � O CONST. HANDICAP RAMP PER RANC►10 COCAMONGA 3TD. PLAN NO. 310 DRAWN uper*�,i�r_m SHEET L /5.27' S1" 90000' 242 94' 1222/' _ C.G. rh�, „� . III 3 of - Ch-0 ersginvet• • Land yrs M 010.20'33" X0000` 99103' 4°',86' CHECKED CtvAFL e. - R.0 E. NO 0'- 2 DRAWING NO. ' "' N� 22°01'42" 102.00' 39.22' 19,85' _ c L DATE �,'��"K9- FILE NO /J .1 L _ _ _ - _ _ _ _ - - - - P . PRDJFCT SHF-ET #300F ;?/ ►SRT-I�L_ �'� Q Pr-151 uu `1\ BENCH R K N0. 150 . - x MA I : : : I u r - ._ _ .-. _ _ - , _ T : - - - F D. CH I Z "® I N THE MIDDLE I _ �� I } : HEADWALL AT THE ! 9 -- _ _ _ . _ _ - 15 . _ . . . _ .. .. OF CONCRETE �0 u Pr=1511.43 =� 5 �, . ` i : -� . I - : I . SOUTHWEST CORNER OF SUMMIT t fle�..cl :L iba. ST AVENUE. - AVENUE AND E o r` „�n o G ( ! I LEV. 1507.007 . . A t E . i - �i • �O _ __ . . . - . : o') - . - v � h h PI i s /8 . •. 1 ,� . _ _ . rrl _ . _ i _ __ -- _ - _ _ _ ln ,� Go . , _, tUh N 514 . . n 0 11) alb G mK 1 I . . V I . . . . . . N � • w - . . � . � T - i I . m . I I . . � : . . . 7 4 . . 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U 2/03/•06" 4G?..00' /73.5/' 87.79' F 06.57'45" 40000' 45(a/' 24.33 TRACT 13566 - 1 070 38'/O" 400.00' 533/' 270/,9' /-' ,'�, APPROVED BY: DATE: �s H 13" 59'4/" 40000' ,9770' 49./0' �e1�t- . 'a! CITY ENGINEER 22397 wQ� `�1f. Y I �,. RCE. NO. .7 21031.06• 48000' /8027' 912/' �I t 6' DESIGN !' 50OR,dbili t,�•r,r.,•.Sum,1(9) RECOMMENDED ` . ,2 S t it Srtntu.lrut.(40(for-nkr92-05 p. UG p �p_ 5 \ 1 7 S.0 w1 ackm5 04 s I s . r c 4 r j�+ 0414,7 (-14)250-1500 771x. ¢5 53.5-� Ev. / . ><nx��la�2s0'+2n J / 39 5 42� K /5003'31' 382.00' /D-,>.46 �. _ DRAWN ` I SHEET , Uzi . i f L "") , 2/"31'0%'' 498.00' /87.03' 94(03' � 4 ' l f of %0 , CG u ErtKlnrrr�ti OF.,� .. .� CA. i CHECKED , , DRAWING NO . e C) ! I - `„� �.H t �' R.CE. NO . i'S. Cl. DATE 1a"�l-012 FILE NO /X4 PFIOJECT SHEET #3V OF - 9/ -. _ _ �( - ,___, 6 jail ' . 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T � i f � �- T 1 T PLAN 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 1 =40 ?_5+00 26+00 27+00 m� - N CONSTRUCTION NOTES : 25 P!o 27 Z �� 29 S 1� O1 CONST. 3 " A.C. OVER 4" A.B. 2 11 -42 10 // W V) 11. 3-i t4jq /0 1!.4 `7 In In .C�. .L� 2 CONST. 8" CURB b GUTTER PER RANCHO CUCAITONGA STO. PLAN 303 /0 � � J � a V � 0 O COA15T [o' WIDE 5/DEWALK PER RAn(CNo CUCA.mowrm 0 t. � I � 1t� 6 + 5TL). PLAN 3/0 � 3// � � // �O t , + of + fi 4 � 0 L� 4O CONST. SPANDREL b CROSS-GUTTER PER RANCHO CUCAMONGA STD. PLAN 308 21 '� - It 41 24 V a �, } N '�c� g N ~ I' 5 CONST. LOCAL DEPRESSION PER RANCHO CUCAMONGA STD. PLAN 519 A _ _ _ O /2 3 � SIV 3 9 p o aj 1 � r __ - \ 90 CDN5T. HANDICAP RAMP PE2 RAn1CN0 CUCAMOrJGA 5TO. PLAM 3io // ti t $lC:o7oT �\ _-_. - - - _.M_ - 1481•.57 TC _ pl + ti MI" iass.b� °! , !"E 25+00 2 I 6+ 0O 1480.90 Fl V �{ I I ON S1 REET LIGHT 5800 LUMEN, BY Sc.E., r'.4/O f'OrP ,4/6!/� lY N R 11-- 6 - " 2troo _ _ ._ +o -_ �Q / .4TE0 BY.Osv,•L'OPzR _ -T_ -. _ U - # - - 14$t.5TTC __ 0 CC,NSTRUCT DRIVE APPROACH PER RANCHO CUCAMONGA STD. PLAN 305. _.`�`�,� U to $EE -59 7', 7 2 Z3too_S _.----�-� 1a8�_oco -9� I ! 2 I s 07 rc l� _ E _ _ `� B 85 3 __ I484.So�l Q _. _ CV 4 0. 0 W=IG', X=D ,1-.t Ir ((� 0; �A,IAT[ ( L/I✓£ - ,:._ 3 T - - �} -- �. - I. ,_ --- \ z L 41 -*- __ -_ „_ CONSTRUCT STREET BARRICADE PER RANCI40 CUCAMOn1GA 4 S'`'ir ? + 4 10 + - --- - - - 75 n -� - - '/r _- STC' PLAN 4o4 f 4o5. _ + K o 0 - �' � q 184.013 12 ..­ oft I* 4.1 - -_ `�' > _ 1 c 4. 9 A �['I- 0 /A�22Cn c Y �- \' i f 4i k �� Q - I9,p0 c 1 - f___ 4 I 2.5 - � N N 1 1 . CV ENL?, IQ / r, 4 7�(w W � c-�N R � , vJ �� -- __. °° 3�5 g�� 5 � N ° // =!4' /' �E // �3 z_w r' L1 } c, �. o - w Q - 114 2 � 5 7 / \ �� `` i t .5 m w lel f/S. 4- ' ti lo �- - � s /o lq 2 Mf't , a n y w i - �n // i Qv' - --- -- 0 . �� I If ` VIZ a p � I� � �0. � /0 I � ? � �I NOTE 5EE SHEET 8 FOR STREET w T ,�`` ,� /0 4 i § - u o WI STR1PlNG AMID SIGNAGE - W F Qz V - h j) :3 7 w - j C' . ZWF // 10 11 I i /0 vQ�w + covJ , �1 ro13 6.2 ,o rot m Qto 6O 5 � 58 11 amfw T 35 34 • � � 33 32 31 30 I, i I I ❑ ❑ , ❑ ❑ ❑ [ CURVE DA7`�4 ITY � �'�E: f"-40 DESCRIPTION OF REVISION DATE APPROVED U DEL 7"A F?.40/US LENGTH 7'�1/VGENr � �" 0 44° 3,33„ 478.00' 38773, 20429' CITY 0� RANCHO CUCA140NGA B 23°05'27" 4/02.00' /66./9' X4.38' Q 93656.22" 27 00' 44.27' 26.92' STREET IMPROVEMENT PLANS O 86.32'/3' 27.00' 40.78' 2542' . O n _ SAN SEVAI NE ROAD F 44'3&'33" 480.00' 373.72' /9(o.'J/' a a a - GO 73'05'27" 480.AO' /93.45' 98.05' TRACT 13566 - 1 ►+ ^0664"�M ' - APPROVED BY: DATE' 3/s _ _ 4g:,I ,;z,,o 0 /s•2&'s4" 4b?.ao' /24.x7' lo2C�o' ��� �v�LIN�,�'�,s CITY ENGINEER RC-E N0. 22397 JO 96'C4'/2" 27.00' 45.27' 30.02' 251KI Redhill 4r.•ruie', tulle/00 DESIGN mc0F ECOMMENOED OK 95`4i'g"20 Ile 011497 A TSD. �l bnkr.arur.( frarnlSOlria (O(I � �� l ,D �O'" 2700 45./5' 29.88 Era / 6 � I `r a m(71a)aso.-420 O /7°/7'07" 46200' 139.38' 70..22' * 1 DRAWN & % � SHEET OM 23°05'27" 498./JO' 20070' /01.73' ✓�tF `. ��� ' C. ;c,-L O` rAsl`OQ Cfe•fl Fn�ineera l.arulSrerr 5 OF� f , N , -� CHECKED AgAIRLN- Oa DRAWING NO R.0 E NO C L. DATE ls-Wn" FILE No X4 PROJECT $HEET #39OE 31 . . - _ . _ oc BENCH HARK N0. __ _ _.._ . _ __ ..__. _ _ _ ._ ---. __ . - -- __ __ _ -_ _ __ _____-- _--_ - -- . -. - - . -_ -___ ___ ^___.___.- .__ -_.__ _ __ -_.. _ .. _ - -.--- __ _ . _. _ _ -__ -. -----, e�` I i t - -. . 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I . , . { I - . , . t� , . : I : t . , Z t �- a4•�i4 . . . o , : , _ _ _. __ - - - __ _ _ - _ --- - fl. . . t , ' - , 1-- : tt _ U. . i C _C' 4 161 t . . , 15D+ _ - . . - - . - _ -.- _. _ - - - _ I { . . . . . . - : o _ -- _ - - - - _ ,_ I mo : _ _ ._ _ - _ . r . p , e , N _ - �4 . . .o I d . : . . , _ . . . __ __ ._ _ - �__ _ _ fq - - - . - - _ _ . L 40 t PRO FILE _ ,t i _ , _ _ . __ _ ru _ __ - _ _ - - . N HOR I Z I 40 �-- � I . # ' to t • - - _ . _ _..- -- - --_- _-- . _ _ ----_..__ :. - -._L - . . ._- _t _ __. _ . . :_ - _ . _ i - - - . . . . _ _ . i .__- - _ _ _ __ - _ � - _ _ _ 4 X32 VERT I 4 0+ 00 11 +00 12+00 13+00 14+00 ° G 15+00 I" = 40 40I 16+00 , 42 43 45 [� 47 ® CONSTRUCTION NOTES : 814 tO CONST. 3" A.C. OVER 4" A.B. 5 2 6 J04 - t i I I /0 // i 2O CONST. 8" CURB b GUTTER PER RANCHO CUCAMONGA STD. PLAN 303 // O W + O COnl5T. G' WIDE SIDEWALK RER RAn/CA(o C'L/CAMONGA STD_ 8 � � ��I /o / �/o _ ❑ I. ac i0 /O Ill O O 0 v1 e o = �- I PLAN 3/0 3// v v 0 0 6� p0 0 � O5 CONST. LOCAL DEPRESSION PER RANCHO CUCAMONGA STD. PIAN 518 � A Z . C13 1 I M 0 0 QQ LA p h 0 M + N, , I - 3 `O/ Q N f 10 CONST. DRIVEWAY APPROACH PER RANCHO CUCAMONGA STD: PLAN 305 W-Kot W=6� I in 0 0 M + K + 1 s.In / 2 LOT O > > 1 _ 7 6TORM 0,P,4//V M T• ,"A'&� 1 Mqj cd t10 4.% N �+ (n M A -- �9 ,� h �F/ 4' 4' II INSTALL STREET LIGHT, 5,500 LUMEN, -3K S-C•E., PA/,0 FDR .4/YD 1 I) � a, X557I. _n 3 CGIORD/HATED BY QE I/ELdPEfF �� � am � N !Oyu,/ -- 501 . A N 1 __ '1,- -- - 1543.6` . . _ 7502:"7r isoo. Z -� 1 Sw<IL E &500.6t I .t... _ _ _r H /543.a2 t1/54w-al'.�,-__-__ *'. k. M -- N I ho _ /502.:4 , /65' _- . - 10 roorc , M 13+ 14* T; _ -- I -,-1I- SEN 2xMrw t lNT- CAMPANEL __ -� 4 , _-_ G 3 05'3° W O . _..+- @�_ �Q (0 ISfpO 2 \fid�\ E /5n9 --- h0 F B 6)" /50 2� __..____. ____ - t ___-_.,�. t _cJ _ _- LAC /0+00.00 PLACE 1h k' 0'/8'D 'E Gi5' . .Do_ _----- a Q2.5- /502.!0(0 7t C. PS. 1 /518 3.32 FrPo S T Or?!V �I -- - 1 _ �t le,-- — r0' -` {L . J� 7 _ - - ."� .. �• _ t. .�s 1�h00� �� E� 6 (5 Fz2,4 �.aPS.iv 'ca ralL) 16S OETA L \ Q 0 p � I / BfLOW 7 4 - — — -- - — - q 00 00 v } 3� V \ -- l�72.75 /NV U.S. END I V 0 4. h E v W}. !.-_ A-496.•4E�o / V 0S-E/UD IIV W � o a _ + + �. . ci of � _ - - = 7 I Wx + .n /0 // .11�w� /O I I � k 1 _ V 1• i 'L o — w cc SFC T/ON A—A f 3 - ( I � !/ /0 �oQQ /0 13�I —woT To Sca�E NOTE 5EE SHEET 8 FOR STREET Iii S aN�w STRIPING AND 51GWAGE �t � I - © '11 ' i' 31 30987 103 1 55 54• 52 51 So 49 GB */ . /5.00.75_ CITY TG DESCRIPTION OF REVISION DATE APPROVED CURVE ArI. CITY OF RANCHO CUCAMONGA DELTA RAD/US LENGTH TANGEN , A 05°57' 32" 393.00' 40.87' 20.4�c' STREET IMPROVEMENT PLANS U 29'53" 357.00' 65.4/' 32.80' SCALE =40' FOR VIII► , C /5°00'04'• //200' 29.32' /4.75' 2/0°00.07" 38.00' /39.28' /4ZSP Q CAM PA N ELLA PLACE E 05°57'32 0 375.00' 39.00' 19.52' 4a a a Ay 29153" 375.00' &8.71' 34.45' '° = ' - TRACT 13566 ! - 1 •. G 05°57'32• 35700' 37/3' 18.58' - APPROVED BY: DATE: H /0'29'53" 39300' 72.0/' 3�0/P Q �"f}~I.:1.1 ?2397 _/492. 75 . . �_ o, CITY ENGINEER RC.E NO. a //VV. OUTLET � G,•Nt-LI.ti� 2 tSr"irr,•�u.ru. p,tt�•.�r.uE•nxr I /5°00'04" /12.00' 29.32' /4.75` • o'. 24~ 14CP /� G\�� DESIGN ' - k,,,r�:.an.,. ,rrj,.,rr�,vros RECOMMENDED /492.22 j 2; it (' 4)250-1500 v-ti F-r NR 041497 T. 5.D. t /NV 8" VGP j `� , FAX r�nab zso�a2o IT SEWl4-R L/NE A-3 �' f,P / / ,`I DRAWN /� SHEET rA"*%`\ \ _\ r�� ' 'r — L-6. ChwEn,ghp•t•rt - La ' - OfDE'TA/L �'I At �-'V i CHECKED �HARLk LIU RCE E. N00;, P-1 DRAWING N0. J _- . 2 Q� _ C.L. DATE /2�/- FILE NO /`w ." . PROJECT SHEET # 330F 9/ . - 1 • - . �_ .r BENCH MARK NO. 150 r __ --- i _ —: j _; F D. CH I Z " S " IN THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT ' f ; - AVENUE AND E AELEVVEN 07.007 r Co�t.Lo4- L=57- F52„Lt2'1.�2 L429 �5e i 2�i� L=2°1.32 - ►... V V f } { } ; Lu \ 0 •� ; • . . ; NoA:lrHfRL x rcp cc'CURB : •1493 - t 1 d RSH L Y r4"Oc &IRB _ u I507 ' 3h o $ .1497 $ � cgs o � - _ 4 - _ a 1574057, -/00 o i i . 3 / PD/N T'S f;/N/S h/ED . S URFA CE. ?� I ,2� 5D3 $ J493 t ; a ' I I t _ i :FIT(/010' L1A>FA. Cf { i i CID /507' a 0 U THCRL Y . TG7-`.OF Chrpla /497 ' 0,= CURB 60 S jy'O� rn . v I ; /503 w v ~° 493 — ¢'`� • o� I �k hf h \ per. ? j i t L= �� �4 57 52 =2�t.32 L- 9 63� - \���� L= � 2 `C 2� ! <i PROFILE ! i , _ 40' z = - � ORIZ VERT. I" 4' , 1 10♦ 00 IIt00 12+00 lotoo PL=AN' 11roo 12+00 39 CONSTRUCTION NOTES ® � I(o � y0 H W Q 1 7,t Igr -y Oi CONST. 15" A.C. OVER 4" A.B. 'may J U 0 Ii !$ T O2 CONST. 8" CURB & GUTTER PER RANCHO CUCAMONGA STD. PLAN 303 Q_ I yJz i O CoN5r. &' WIDE SfDEWALK PER RAAICA(O 041CAMO)V6A 57-D. (� J<�"E e W !o i PLAN 3/D 3!/ ' 'oo mo�cp CONST. DRIVEWAY APPROACH PER RANCHO CUCAMONGA STD, PLAN 305 W -IG, X=5 /o cnF W 0� 0 I 9.. V1 o Q fi coo II INSTALL STREET LIGHT , 5800 LUMEN, BY CS, P,41,9 .441,9 Gaw,, ✓o17,Fp _ W L Gy hoc BY TiyE OEl/ELOPE�Q. z 17 57 �--s7 ey i IvJ -- �1 0 D /NT. = � Fj J W� /saE•31 //169.02 CLARK CoU2T /O-fGY>.GL7 ROSS COU2 9° 159" 1 11 /5r 30.56 SAN SE�/AINE READ U 494.77 ��1(400 1e7tq�5� SAN SEYAIN 3 �� �� �� 1 s N �A ! ! I �f µ /o i4° ii ` huh �h 'h 1, 5T E , ...<; 1__1 . t • � � f` i 4!s Z a p �h 33 � V v °ph - o V � i m� Q o m r L-25.0 1p hp N 9 �� � � cam' O\ � s � •w o � Q I i J j, (Q ++ + } w E: 36.0 ,o FzF !0 NOl'E'. SEE SHEET 8 FOR 5TREET �llzE t Q' } rQz STRIPING AND SIGNAGc c 32 �t 204 aci<¢ 23 uj DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONA STREET IMPROVEMENT PLANS Q Q FOR 4 D CLARK COURT ROSS COURT TRACT 13566 - 1 APPROVED BY.' DATE: is Q^ c\ CITY ENGINEER - ' RC.E. NO. 22347 o / FL c. DESIGNS l5rx;xrdhul4tern,r• St Nrllx/ RECOMMENDED Z t +" 1- tianla Ona.GaHfwwO 42'115 4 V. Lf f NO, 041497 ` '` 7-5.D. " 111 . "� I'I911Sa-/SrMI n I (S cr [ CURVE OgTA # FWD 3 5/ •J�-I DRAWN �Y�� FCV(-14)I501420 SHEET �> DE L 7A RAD/U5 L ENG79 7ANGENT �4�_'�� s j (Yr/!Prn,g� -is Land T OF Of CA1�E CHECKED . 04AWING NO 2/0 O0'07" 38.00' /39.28' 14181' �NA�► - -- RCE NO_4149 Q. 8 /5"00"o¢" /12.00' 29.32' /4.75' C L DATE �2 �-��-- FILE no _ PRC JFC- T SHFET OF 8/ GENERAL NOTES : 30 FIRE A[cE55 MM,T. (TEMPoQAR ) r-----, fo' HEIGHT BLOCK WALL._ I TRACTS I [o'TEMPORAfL`( (5y 6 8" 13564 I 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OFSTREET ">< x ![o" B LociC) RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR Fi21I AccEss OVER RETAINING WALL & PROJECT PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE 2oAo ?-60FM 13565 ar FLbOD PIZI�TEGTION WALL FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE 5EE ECTIOR RETAINING WALL �,c►fl SITE STANDARDS AND SPECIFICATIONS. (HEI6iHT vARIE5) I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER \ I FLOOD PROTECTION WALL- N 18 I POLES. WATER METERS, VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT FOR OETAIL- I SuMMrr AVENUE SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN I NPROVEMENT PLANS ))! ADJACENT AREAS WHERE IMPROVEMENT WORK 1S TO BE DONE SHALL BE ~� iv ,y REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONG.A. �� 4ROVN� } ENGI►JEF_ ZEE)ORF F!LL 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE �SUMMtT P HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY PER FLAW Z DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. Allow + O 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGASECTION �oTH/LL Fwr w ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION RACT 1 :35 -66 A WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. j 1 IIGHI AND AvE NuF_ 5. ALL GRADE STAKES 3HALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT -- POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION, AND AT NOT MORE _ 24 TH STREET THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED VICINITY M A P BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ENGINEER'S NOTICE : 6. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. 1 . CONTRACTOR AGREES THAT HE -SHALL ASSUME SOLE AND COMPLETE ' MAINS. OR CROSSINGS. SHALL BE CONSTRUCTED PRIOR TO PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 13 N O t TO Scale OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 1 2 3 4 5 G 7 6 01 10 { { 12 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY - N AT NO COST TO THE CIT`( OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL _ ___ 14 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM i �3FNE i 15 8. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 331 143 2p TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 142 F TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION 'I 30 32 21 C O N S T R U C TION NOTES & QUANTITIES AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING 144 145 Co`7 G8 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO 141 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE 3i 22 17 15TFZEET COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED 35 /ER50A/ CLA2_ OF AGGREGATE BASE. OR INDICATED ON PUBLIC RECORDS. OR THOSE CONSTRUCTED AT VARIANCE ® 1 o RT COUR7 T`Y) 1_ENI GhAANTITY UNIT WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR 1S REQUIRED I 30 2318 CONST A C. OVER -4_ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 110,E SF TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS [PRIOR TO FINAL PLAN STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE 2 147 14(::;, GG O OO 5T 8 �2s & GuTT�R PErz RANCHO CL.�AMONGA ��t L F APPROVAL) . THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL5TO PLAN 60 UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 7138 ® ® 2� 24 '- O Co 11gT. &' WIDE 51 D E WA L K PERI RANO o - 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS CUC.A M ON GA ` rrD_ PLAN 310 311 2o,59 5 SF OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. 146 2B 25 -�F-- ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DE- OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 38 -'mss . mission F_� Ho X-AMONC-AA, PRESS I ONS SHALL BE FILLED W1TH A FINE GRADE MATERIAL OF A QUALITY ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED 137 OO s7 D. PL-,6,N SIPS s�w� ��r���_ �y� 13/3, C-,1,3 7 BETTER THAN THE NATIVE MATERIAL. BY THE PREPARER OF THESE PLANS. N 127 �110 G3 CONS-T. s .ND�E_L. & 6Ut S G07 ER PE7R RA•{yCHO CLI - 0 CArrorN6A sTp. PLo-c' 309 1,R80 SF 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- I n Cit � 37 O nNST. HANDICAP 2AMP PE_K IPPJI 00 ^UCAMorlGA -7 EA STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO X1315 13G to8 lOJ104 G2 9 1F� CDNST. DRIVE APPROACH PE._ r'ANCHo CUCAMC) G�1 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION �4 _ ID EA FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. HEREON OF ANY SUCH PRODUCT 15 AT THE DIRECTION- OF THE JURISDIC- o /CKCo ® 12 t T II INSTALL �T2EET LIGHT 5800 Lut`;;�! TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL cu c 151' 102 a1 O , 2 7 EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND _ CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN SHALL FOLLOW ALL OSHA b EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. 23 lJ [$� ^ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 134 133 152 {o 1 1GYo Go , F ® INSTALL_ 5T �iaN PER GI-T'( OF PANcNo c ,hMONCIA STD 402 C3 FA ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY W I n 6 10 15 INSTALL. 5-ror sI&N FFGrr f OF PNcHo WC^MONGIA LS L5 !I STED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS I NCLU- $ W 402 4 LY STREET STt21 PIN PER STD. 407 DED IN THE OTHER ITEMS OF WORK. U 132 153 1cY� 40 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND P� E,Eq9 t�g� TO 13E F^10 FOR ANO C00i2t71Nfti1ED 8y DEv E{DPEtz (THI2u CITY TR AFFiG 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. ®1 184 41 DEPT) hND INSTALLEV 13y SGE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 17 d L2} LI i7 REMo�IE BARRICADE 2 EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED o� qE5 qG q-7 X18 tool 110 111 112 113 DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL 130 42 t IN5TALL No-r A TNFZU erP_EU-r 15IG14 PEP- CITY o1= 2 EA gANClio CL.ICAMONGA _57D_OWG. W- 53 BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. -I - . --- p E VT CONST. UNDER- 91DEW ALK DVA1N PEfZ 2ANCRO --- - --- CUCAM0V4 G)A___STD._PLAtA 507 1 EA 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD R/w �W 43 -- - -- FREE. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 121 19 CONST FLOOD PROTECTION WALL PER DETAIL S UPON REQUEST OF THE INSPECTOR. 50 1 S 17. CONTACT ALL UTILITY 12� 1 19 1 tg 117 1� 115 114 ,� 20 CONST• TEMPORARY A.C. FILL PER PE-TAIL- 17. ETA1 L AS REOU I RED 2 WORKING DAYS PRIOR I I7 ® 21 CONST. TEMPORARY EXCAVATION. PROVIDED FOR YOUR CONVENIENCE/ARE THE FOLLOWING: OR TO ?5 ' 25 I q3 ® ® �� L� [5-a] �� © T EMPb ARY CHAT NLINK GATE 3� �F 7id 18 7 5 A. GENERAL TELEPHONE 1800) 422-4132 PLIBIIL UTILITY { 4 1 1'. X17 55 5G5-7 FOR UNDERGROUND SERVICE I 51DEWALIC f TP_EF_ q2 i?8 53 54 ' MAINTENANCE B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 ' EASE M E N r 2191 E. BIRCH STREET (714) 529-7070 BREA, CA. 92621 47 C. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 o I.�. �I 8-7 4q 46 9641 SAN BERNARDINO ROAD 2 RANCHO CUCAMONGA, CA. 91730 D. PACIFIC TELEPHONE COMPANY (714) 999-5639ROALD 2 Co StDEwA►-K WAROMAnI 6t1LL0GK 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 3 I _ _ - ---- ED--- LOT NUtv1bER Pr=R SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS A r Q 'PA�ZT 'FPA<-_-r 1556,0-5 NOTE : WITHIN THE ROADWAY HAVE BEEN COMPLETED; ALL ON-SITE IMPROVEMENTS W 75 t00 LOT NUMBER PER QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. INCLUDING ALL GRADING HAVE BEEN COMPLETED; AND ALL UNACCEPTABLE GC1 -70 "71 n �3 T`� I TENT TRACT I_R5(cCo CONTRACTORSSHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF CITY ENGINEER. TYPICAL STREET SECTION f�oPPF _ E TO BIDDING AND CONSTRUCTION. _ _ _ ___ _ _ ___ ___ NTS. NOTE - SEE 5HEET 7 FOR STREET 84 78 '7G PIERSON COURT (10+-45, 60 to to+G2.C,o) € 77 5TR1PI�JG AND S1G1JAGE CONSTRUCTION NOTES FOR STREET TREES JOHNSTON PLACRE 0co+co.cxs •to 2247x4.58) = d3 -7 1. All street trees are to be placed in accordance with City HICKOX LANE Standard 601 . 60 SHEPHERD DRIVE (ID+42 '1G 3-7) 82 2. All street trees shall be staked and planted according to Cityp 1' Standard 605A. :NGVALDSEN PLACE ( 1 +.4r,. 55 to 5+ate. -73) U) DESCRIPTION OF REVISION DATE PITY APPROVED 3. Soil fertilizing and conditioning shall be in accordance with Section 212-1.2 of the Standard Specifications for Public Works CITY OF RANCHO CUCAMONGA Construction. Type I organic soil amendment shall be used with the ratio of 1 part organic amendments to 3 parts native soil. All amendments are to be thoroughly mixed prior to backfilling. T.I. 5.0 R =_ 59 4. Fertilization of all street trees shall be per the reommmenda- STREET IMPROVEMENT PLANS tions of an agronomic soils report furnished to the City FOR Inspector. 5. No street tree shall be planted where the center of the trunk is INDEX M A P TRACT 13566 -3 closer than three feet (3' ) to the face of curb, unless other- wise noted. R( )( KI IFI ()NIPAN 6. All street trees are subject to inspection and acceptance by 1 QgCI�E ,S/04 APPROVED BY: DATE: L/s the City Engineer. y�� ,A�A Etp � CITY ENGINEER RCE. No.2?39 7 C� yY�� /►� A) DESIGN `� 11(X1 Redhill 4,r"w,Suite 100 RECOMMENDED nY. V'�I�y! `.- Santa.4"a, aHfFrrn(a 9-rvi P. 30 PD.K. . r14)250two Y �i`�P Etp FAXr-14)210 Wo L24 b � �- DRAWNSHEET G.D. l !f Of C A�1FCAH 'j ' L s.rt I OF 9 CHECKED '� � 41497 DRAWING NO C.L. R.0 E. NO /3g4 DATE EXP. 12 - 31 -91 FILE NO- I PPOJFCT SHEET 1#'3& OF `�� BENCH HARK NO. 150 FD. CH I Z "® " IN THE MIDDLE { _ OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. . . ELEV. 1507.007 . : ! P►71z Ioo NO _ rAs711 R 7e- ,,A- .4F' CUR p1= ►517. 32 1�� _ . _ � : _ , : : : : : : � _ . _ . m C Ll F,rs t I a &IRA t L,=42,4-1 2.41dim 7 } W I . . t i m p - 1522 - f j _. _ _ _ _ _. •- �G zi 1520 - In w >n /4a4 q �, . v N o N6 m $ $ 1500 - La } = { i4 ui to F/N/3A/EL7 SUm-=A- c - AT //� + �. �A14 tf1 u� Fn t!1 u1 _ tl _ . a Ln AAy P) 151 7. 1� � ? .lr� L'r d2 � ' + 1524 - a 2-71 Ut I V i -4 � e - OD T + l9 ti `=. 111 f� YV lCl �A 1 1520 h 0 N rn ; j Sf'� . . . - N �a� : =- 1540 . . f to r- 00 W N Q r to o +�` Q N j t 1498 : _ •V11 0. ft m loo vG n 1 +IQ # 2E { Iq p1= 151732. 1524 - N N 8 � � M { �► to S til d �. m ,N f JR�EST .4 F ,� _ � o 8 _ _ _ T' . a �" LY � � c.1;4t3 1522 Ie In �► Q , �Q In � � p ; ri 111 0 Q i t� . 1500 1520 t _ 0 tn + � . � _ 0t; # yo O N $ N # 9 1 1 }- 1499 # 4/4�4 �4 N ( _ ; 1 �5.21 L=45:21 y 5�'! 1 . . �-c- PROFI L E . . I r VERT. 1" = 4' 10 t 00 11 * 00 12 + 00 13 * 00 14 + 00 15 + 00 PLAN 16 00 z 17 ♦ 00 18 1 00 191- 00 1" = 40' a Q ZX &ALE-- v 1 g 1 fl to151 J Q 0 5 W 143 �, Z 1Ln I ,o 4' 15J 0 0 �►� � ° ��e Y b _ CoNsTmuc-rlor.� Notes �� �� eIn O + ppm`\� p�Q h 1a- Cor l ST R Uc T g /4,.c. o\rExZ Q,)�Q h� �. 4 A.s. 1 W ♦ * ` 1 CONSTRU CT S° CURB & C�UTTET2 PER W -I� GoGnPLO _'' RAMC+ uCAMNA ST • AN N . 3c13 l9 .r ti I O E V �Q 0 CUCAMONGA '5-170. PLAN E310Lie 311 RANCHO . W O 1 143 }I 14 4 I 147 m Y - � 3 \+ Igo(n 99 (p CD OI�I S p ► e Z Q i S 5 _ f �S> � O- c TR u C:-I- SPANPI?E L. 8. CROSS C LA T-T-r- PE+Z t R^NCH� CUCAMONgA 5TD PLAN Na" 30 9 1 ` m 2W ap - + i ao /"" H 9 Il�� a--CON5TRLIC_T HANDICAP RAMP PEI? 2AP)CNO H{ L � I >z l Q - N - � " -$7 4/ CUCAMON GA 5TD. PLAW No. 310 I \ , O ���� _ + A - � ' _ !� f 1 {ylalr:H E � Q; ��` 10 CONSTRUCT DRIVE AP HO o� �c PROACH PER RANO ' F- - - --- 19 cn tr CUCA MONGA STD. PLAN 305, W'la' X=5' , A O COvRO/A/qT LU/EMEON ff" ELY OPS�c.� E'. v4��A-'- OaFOR ALSTREET LlGHT 5900l N r-2. 3rt i5tco.2olOISZ1.80F S�- REMOVE BAR>ZICADE 8 O _ `1•���V�G 1,7 Z' 1 2 i { O • NOTE SEE EnMEET 7 FOR 5TREET °` � _T� 5.b ' \ �� 151 .Coo Tr- x I: CID O 2Z. ),- lro. 01;t37 Tc- '-k _ I II STRIPIPIG ANO 51GNAGE SIDEW/lLK$ TRPS LMI�IM' _ ' 5' E W IN� W I W 120 M-r 1 I = f�` CAL1 m 0 h W o lIw,i paDP09E1� IM PI2DYCM�NT9 Z DWC-1. No 9NT. 3 0F8 h 0 Lu Q� 137 1 1 CITY 0 0 IN �/ c� ` o DESCRIPTION OF REVISION DATE APPROVED Io Io CURVE DATA i U DELTA RADIUS LENGTH ANGENT Io . CITY OF RANCHO CUCAMONGA 10 9o-00'oo" 27-Gtr 42.41 z',co 1 1 1 O ,0 1 STREET IMPROVEMENT PLAN © 9o`Gn' �' Z7. �' 42.41 ' z7.ct7 O FOR a42 Go" 4c. 1g9.30' 101. az JOHNSTON PLACE ® 24°42' COO, 480.00' 207.07' 105.17 •► � 24-•=I,2: moo' gga.00' 214-.83 109.11' TA. 10+00 00 TO STA. 18+ 32.68 TRACT 13566-3 C7 2442 GO" 480.Cid' 207.07' 105.17' • APPROVED BY: DATE' S125 h 95° Co Ko i S 27.00' 45.21 29.95 CITY ENGINEER Rc'.E No. i o i - 1SINi Hrdhi!l.��ni Su/fr 10(i Q 95 5G 1�' 27. 00' 45.21' Z9.95 o � DESIGN RECOMMENDED O 48 42 �4 X18. 423.3' ZZ5.43 - S<,nr.,Ona,rau,/ -„ta eros p, 4u PQK � ��� (-�o�aso.rsa, K 23 5q'-35 4go.cid' 20,.cXJ' lo?-.oo !>�R FAX��a�iso�+lo � 19 O o Z DRAWNrKi, SHEET O 18`03' 19', 4G2.00, 145.5q 73.40' CD 8t s� n/ �F. _v_ - Ch•U F.n�•,n.-. Land Sarnr►rsrs `� ^9 O CHECKED CHARLIE Lit) 41497 DRAWING v� OC. L. DATE EXP 12"31' y! FILE NO- 1 PROJECT SHEET #370F `F/ BENCH MARK NO. 150 _ a _ .___. ; __.. _ _ _- - _-- _. ; _. . _ __ _ - __- _. _ __ _ __ _ _ _ _ _-_r _. __--__ _T__. -. _-- __� --._. __ _ - F w w IN THE MIDDLE A ; 44. f O, � _ _ � - I H fZt�TRt� �. to 4) Mt ! o� ny nor /4 uG I t OF CONCRETE HE AT THE + SOUTHWEST CORNER OF SUMMIT 1498 ! _ f - In N 4 4 - __ _ t _ _ - AVENUE AND EAST AVENUE. QF' �l1�8 ELEV. 1507.007 { 'n { a> + r 1496 - r _ cm I , • . Q 41.53 _ N - 6: co {482 !4"7 N �. . p,G 1 v i r co { ly) 14BG 3b Tc w cjj-1sj . Yc TG - _ _ _ - _ , _ 8MM : �' � � 148Ca.G9 1�0 51'1 C 8,^a.oq: N 148G.o2 14158 - . I'�) N : : ito -- : KIM , g'"aF °� A { 8 F1. t m �, - . - . _ � 9 � 1 i 1 148 b.27 p. . , i90 146 - +Oa _ � WG : _ � . , : J �t } Ps o o ap N I I , .s F/N/SryE17 SRF E' AT i Q : . : : : : - + . 14$5.02 2' • CQ r I t : st W U -4482' _ _ W T /� L t�5 L SStO Q 13 1540 E"c�TE•��CY Tom 4FC'!� ti '` + � f � _ _ _ f48 _ _ _ Gs/ • Ind3 I W . i n/ �/4 _ _ 1478 . N4 1 1486 _ _ to ' Cll U a0 fill N 13 l- 3 M, 1 2 s� z N ' N i N * cA t� ? SG-2Q ; 4$�,Ion t4g5. 3 14x5,10 FL � F5 2 _ 1 ------- _ -- c G�T� 6 •o : . 3 I �► - -+ - - - 1 rF - , : i OICF . 50 : Q { Tr- � . I�01 12 30T 1 N C 85 trl Kj c j ; : 148'5.30 Fi. i N + I Cfl ,a I I , { 14" tj + � LOCAL, DEF4RE65ION DE�`AIL.. :F4R I C 5. � 1$ , t 3 t 1 PROFILE ILE - _ }} } f HORIZ I'� = 40: # ,r t S I y � VERT. I 4 � t { 18 * 00 19 ♦ 00 20 + 00 21 1- 00 .22+ 00 23 + 00 PLAN 24 + 00 25 + 00 1" = 40' SCALE ~_'� r if0 to W to W > 0 � 15 3 15 4 � W � 7 to 4W Q C0lN61 f;tUCTI4ZN N4TES- X: W O �;W !/ f�f11 1a-CONSTRUCT 3 A.C. a W {. W 1.1� U V N ),•41 i I �A a F of 4th 5 1 N' v I�V Q 9 ) /� 2 CONSTRUCT g'' CURB 2, (� } � ��Z II � �� � � y �•a.Z� a, o � i - ` 1 C �- C�uTT�R 1'ER Q � 5 RAI`IJCNO CUCArMaNgA STD. PLAN No. 303 b I. I, �. J Z Z oo O T 3., Yep • o[ � I ° 3 W �-- a m H' IN � '�•\ Wa JJ�� U VQk fU d .n ` 3 CONSTRUCT Lo` WIDE QiIOEWALK PE2 RANCHO 63- uQW W �I Wk J3 ti u' CUCAMONGA 5TO. PLAN 310 � DSII. riff - Q} �Itl?� '� u } �4 W? Q? ,- y 0 1n s I r �'--6�N�3. 112 q�- v \ 4 Q Q Q ti 9 tiR C EcR p� �� �\ ry!1`? Z 4 g r�p S + v + 9 9 3 �'� xu � a9 -- COt,15TRIlCT HANDICAP RAMP PER RANCHO 3 , n STD. LAN to N � . '� C1J C A M IJ G A P 3 �`` ►. / ,A D ' w' r - ' 10 CONSTFZUCT DRIVE APPROACH PER RANCHO T>✓ E i4�Ps.j-6Tt. 5 3 G 54 0� _ L / �" COCAMOMGA STD. PLAN 305 yl-IG' X=b' •� 9``_„-.- 1 f \ 1a 1 r 7 _._ _z- 5°I•� 4'S r 7�� ' � I G5C&-, D j0 4 O GY�PO BY DLr!/ l P - N o X41" _- _ - --- 2` H zq2 . ._�_ � -- y�.o�5 � (, 11 INSTALL STREET LIGHT, 580o L.t,IM�N, BY . . P.4i � ;✓ C E D ESP. 14iz.i3'rc - _r� 1 -- CONSTRUCT LOCAL OEQRES5101W PER RANCHO CUeAMON6A _ 5 PLAN 518 •. - �. -�- = 12 CONSTRUCT STREET 6ARRICADE, PER RANC140 O �-1) ._. _„ j/„_,,... .��,, 1 - 12 CUCAMotIGA STD. PLAN 404 F 406 0, I o ��. U NOTE: SEE SHEET T FOR STREET O N 3 `-r+ m ' / STRIPING AND SIGNAGE H W bj + 5 t� } dy �a ( N N N ;CESS 110 ill`� � /� � �O ►nv�'�/ � � 132 � g N � � _ 8 I �" L ' 9 DESCRIPTION OF RE VIS ION DATE cl rY 131 N r APPROVED 9l �IY',1 .4 CURVE DATA or c c CITY OF RANCHO CUCA140Nf�A (U DELTA RADIUS LENGTH TANGENT m� - 23-59 35" -462..co' 193.47 98.+7' o "� Oil STREETIMPROVEMENT © 2�59' 35" 480.�" 201 .Gi i 10?-.Gb Q 5' 14� G' ' g' S PLAN FOR 2Das4 1c�.ee *� JOHNSTON PLACE d 93' Z5'o1 z 7.00' 44.02 26.Gro t4Gt0.55 FS IFrst 23 ` 1�F53 STA. 18 + 32.68 TO STA 24 +53.44 4'.53 �.,3 TRACT 13566 -3 O 7'35' 5C>" 1G32.(X 216.45' 1aB-3® b"G-F 14�1o.ga Tc I I 1421I.GG "rc g„C.P. 1,4,9I.GG -rc I I (4,gO.31 I 14go.� ( 14AO.gG Tr �'c•F (44-101 c19 I o. 8 c•F- APPROVED BY: DATE.?/� 9 U e'48' 1gr 1Co5C':.CO' 2.53.57 127.0 1 i � I CITY ENGINEER _ RCE NJ. X2397 7'OD 14' 16)(18.00 aO3.82 102...04 r 0 15- 59 12 t 02 .GYM' 28 14.32 / Q DESIGN �/� 't.v,x.•.rnru-�,Y•.,,.. �,rrr. rrx, ^ECOMMENDED 1 n I''1�1I.r �„ �� 1.2"C...F14,q 1-50 23�Z / - 12rrC � ��"�` S..�ru,A,u,.(.a/1't4 IS(y1SrrKl �• �111E�'� FO�`" 4Li 1.12 Tc 12 c.F. I o.50 1,4gp I P. D.K. WlD�s tis o K =r�i 31 5.G� �(GC.?� 4i 11' L---� DRAWN SWEET - O � 12 GF. 1460.12 1460.50 FE- ��� �� lr4X I4J2S(I-9l0 v 12"C.F0 1 I / C.D. 14�i 1.31 -� �"�,��� 3 _ _ 9 (2 C•F G,UFnAine•e•rs laruJSttrtYt)/7 0� - O 4 17 1 �t0.31 CHECKED CHARLIE LIUC c No 41497 pRAWIrIG N0. 0 3 LOCAL DEPRESSION DETAIL FOR C.B. # IG 3 LOCAL flElPRE5610N DETAIL FOk C-5. # 17 C. L. DATE EXP. 12- 31 -9► FILE Nc PROJEW SFIFET #-0 OF 8/ BENCH MARK NO. 150 _-_ _-• _ f __ _ r__ — FD. CH I Z " ® " IN THE MIDDLE ! : t : OF CONCRETE HEADWALL AT THE SOUTHWEST CORNER OF SUMMIT ' . . AVENUE AND E [ ? { AST AVENUE - . . } � ELEV. 1507.007 } L-29.3 57.5z" /PORT,-v 54;u-y'. TOP. Ovc CURS � t - _ N t AI : CIAI : 1505 ��1z . ... 5 _ i �� o 1 _ _ t f w 150 t o Y' u� } 1 t _ .ri0% �1 I , � d . '- �' ! I In t /J t 1503- . I �� 03 i ! -- �t O� • t No�T ,e To D Cine i f u cn 1 13 + N �� ! r AT : ,r h _ _ I F6� ;; 15.72 _ _ . N : _ Ex c-Amm"o 4/ 00 m Vr 1505 t5b5 1517 8 — : - cf) N o n 10 Nus - X5(33 - - � - t03 - - t5t5 _ . W t : Fl/1J/SNE'.C3iUFi'F�4C-E . AT. W W ' { - 15c�t _ 1541 1 - . 5F3 - _ 2 � # [ 2. N j i ct1 f # : �j yUJI ' : U'1 i Pvl = � 3. : I _ ouT �1 N t 1h oto fix. G�UrID' �,� SDLlTHERL� TOP DF CURB t5o5 — Fut �R� . _ . _ _ _ . _ . #505 ; � 1517 . ISO , { . . o e __. +5�� 1515 - i t5�� t - } } 1501 — W — 4501 } - 1513CID _ _ _ _ -_ - I : # ! L-x:32` L:R�1.52' L ►�4. t i I # _ _ it { f j PROFILE [ HQRIZ I:,_ 44r tt 1 10 + 00 1 1 + 00 12 + 00 13 + 00 DLA N 10 + 00 11 + 00 12 + 00 I" - 40' 141 144 let Fj 10 W �� CoNSj:FtUC '�off N oTEs 0 ��2 Q 0 // W4 1J J i VI ow 5� 52 rov���� ta—CC>"sTRUCT a A.C. O� I� in p, Q' �QZ Q►. t '[ Q; J 7 $ �pi`�l� 0 �2 --CoNSTRUcT 8f' CUR13 A GUTTER IPE'' +O al, i a g � N ce, RANCHO CUC^MC)NGA STP. FLAN NO. 303 Lo 515&3TG � Coas-muGT a WIDE SIDEWALK PER RANCHO � / q� 0 N �` '� �O CUCAMONGA STD. PLAN 310 P 311 + 1 I 1515'48 10 CONSTRUCT DRIVE APPROACH PER RANCHO fit- 1 15.19 0' CUCAMONGA, STD. PLAN 305 W'ICo' X-�; F�1-rr }F, •! 21 c _ _ -.. ..- � INT' Ir._.-___�- _._w ._.._ _ \ � 1 4.25 _ 150 23� * W 140 + J 51 .7 ,% 1 15p3•�3 F'. `0 2 3 1502.rao I -124 5ro,03 N1CCCo7C LANE f ._ WQ 1s+s.os 1 15�c50� '- ` 11 INSTALL STREET LIGHT 5800 L-UMtN BY SCz-, PA/D 1co+31.re J0HN�N PLACE INT O __ � �_._ - ANO CDUR T �±oo.crp R ic-KCox LAt�t E 1504.25 TtO ___- ___ _ __ r,_ ___ — [ - _ _ __- _S 5 FOR D/N4 ED BY D E'vELOP�� -T- to r- U 1 +CUCiD PIERSOrI CoU d TL 15 .� 12 GOHSTRUGT STREP-T BP RICP P�-iZ f�N�IC.FiO GUCAMOhK�. 503. 5g I F--U N 1515_o5 3T o' G f' STO 405 4 404- BEG�N CnNSTRUGTlO►�! N 1 2• oZ.5�o Q W i 4 ! ' , =11+•Cc4.SCo oo-4NS-TnN PLACE i I F`$ 5i5 -. �11 -1l - .. .1 .•..-- ,--- " �� N 2 1z CONSTI2UGT TEMFt7RAKY AG FILL PER DETAIL e t_t5�{9 CONSTRUCT TEMf�RARY CHAINLINK GATE W/ KNOX PAOL�GK 20 qL int + °i g "• �, N 0 1d co-co 1 } Q NOTE - SEE SHEET T FOR STREET 134 // �� � � �O � 139 ;� � STRIPING AND SIGNAGE 147 146 1 ,o DESCRIPTION OF REVISION DATE CITY APPROVED _CURVE DATA O DELTA RADIUS LENGTH TANGEN CITY OF RANCHO CUCAMONGA 0 15, ov, 04 1 t 2. Q0, 29 32� 14.75 © ,5o4ry ,t2 29 - 14.75 D STREET IMPROVEMENT PLAN FOR C� 1 21 o co�O7' 38.60' 139.20, 14'. 819-17 a H IC KCOX LANE 81 PI ERSON COURT O TRACT 13566 -3 APPROVED BY: DATE: 15 9 O �,°R"t `"'�o CITY ENGINEER `- FC.E NO. 2237 y G c DESIGN I;�1�l�A��_ -'S(N)Kr•dhi!(�r•nuc.tiu/fe•1/HI ECOMM NDED. .wnfn Arta.(al7fb" a 9.rO5 �. (4tlC'f �P•- O .. No 041497 P.QK. WILLIAMS (714)2sf- 04A, 01, O S �z &4X(714)210-7420 -•T- E 9� DRAWN SHEET � O 4PE�RItiF�Q�\P CHECKED cd llFn¢(nf•rS , DRAW IN 00� , CHARL L l u '`"R_.0 E. NO 41497 O C . L. DATE EXP. 12- 31-91 FILE NO PROJ C'r SHFET #39 OF B/ BENCH MARK NO. 150 r . CHIZ IN THE MIDDLE i OF CONCRETE HEADWALL AT THE I i SOUTHWEST CORNER OF SUMMIT t -+ AVENUE AND EAST AS AVENUE ELEV. 1507.007 41 CUA71.> GUrP�3 rPETI! j 44.27 =114•27 /1/O�P7ffLY' � c- &.e8 a b.G e5 c-7, G 1492 - 1` : d - 1492 �Y4lit v _ _ I - lY9a _ _ - �. M 0 Le �} 007 N N , $ f490- _ 1488 - >_ Ln `,e `� i n, i _ . 148840a + O:T!o Q M �► �_ ►t8,db L= 2vt.S2 � 272 .8 q0 1 Id C> G o DC f i Q G W 1492 - Ln t,.t 'to UJI ' +� CL A?' 23 s.ga w 1492 + i - 1490 Q �► _ ' �_ 4 f490 ILI 110 148 8 i 88 It LLI to 0.7 � - Q 27� j f M d d 1 8T/ {Q 1.17 '- I u a � 1492 1492 - 4D ' 492 m 1490 `) 2 � Q . 1488 - : ( 1 _. � � `. 14$8 + t : , PROFILE VERT. I"= 4� 1 �ltQ t• iI t00 12 100 13 100 14 + 00 15 +00 PLAN 16 + 00 17 + 00 18 + 00 - 19 + 00 20+ 00 i13 f� I., _ 40 9 4 9 5 96 9 7 98 Z� � 109 _ I W 110 111 11 � 1J � I �� 40 0 in SEE DETAIL� ) IQ w w W 1 to -j rq 'H W // J W to Q T u 0 W M ZW 4-4 J w °0 0, 4) 10 � 0 � Jl�ti� 0 �+ v � of cJ31- ro+ Qh (� �Q if J W 0 L Z of JWGZ n i t� ►� _- - _ ;�- MATCH L 1 56 - - - i kk - r. IN am - .- - - ' � _._ - --- 7. lri_ �- 1� GB !q+'75.68 SNEP/IERD DRIVE }-� - _ 1487.1.3 1 Z,4--+&5e^ 5AA/ 5E✓A/NE ROAD A ; 1J ._ - v, 1 F /¢8��3 c 30FL _-- �-_. . - �L _ * 1 , 7 7 ` o CD3 H 40 _ -- - _ j 10+c)o.ao 514EPFlERO DR1VE ' ! 21 +23.25�)OFNyS�N PLACE _ r� Gt_� _ a �? G' __, } 148► .,. ., -�- .,, ,, - '-- - ---�" �- _. ! __ _ 1 4aa _ - - ..., _�_ 43 _ �7 975 �; -- --w - •, �, r� l� h X4,08 Ft: Q R�,►= ,� I Z h Qt n + 0 ~ Q p' p ►. � �W to to N ,� ap E NOTE . SEE SHEET 7 s _ L,� + 0 Na 011491 cLt�S} 9 r _ O f0 t W Q� h '� l� V tt i Q ' F FOR STREET > �/ r t Ip (J) 5T R I P I NG A N D ) 1O u �p tr SIGN AGF_ 93 122 121 120 119 � $ 11 111 11 � 115 114 I 1 .__.3 z ° $ II jl DESCRIPTION OF REVISION DATE APCIT YEO cuRVE DATA CURVE _ DATA CITY 0�" RANCHO CUCAII�ON'GA U DELTA RADIUS LENGIHTANGENT Q DELTA RADIUS LENGTH TANGENT p 0 CON STRU c- I O1J m ores O o7 4� s3 7a2 � ,c�2o 53. 18 O 1q 18 2� ��.� 2�•ae 1 ,or.o� - �_ - STREET IMPROVEMENT PLAN I C S4" 800 00 1 E;G.3C' -78.413 F' 1Q' 18' 2G" C- 2.Do' 2261.82' 1 1Co.o1' N " O � � ,, + 1O--CoN57"RUCT _� A.G. OYEJ2 0 � oma' '-7� 818.E 1 1 5.95' 58.07' �4' S7' 43" 682 m' �.aG x•55 J 6 �_'' ,�,.>=s. FOR 14,34.94 Tp ., a2 -carJSTR u c-r 8�� CUFZP� & C�UTTER > SHEPHERD DRIVE 0 do 23' 07' �8" 51b.cx� 2L`�I.O�i 105.q�-l' R ate` 54' G'5" 7�.�0 1G�.7554.4q' 12 GI= RANCHO CUC�,MoNGA sTfl• PLAN No. aaa STA 10 + 4 2 S6 TO STA. 19+33.37 >= 23 ' 201.82 102.30 .5O 05 2G 1�1 "718. �.t534. 10 1483.83 I v CUCAMONGA , STD PLIA>,1w310 P 311 RANCHO TRACT 13566-3 F, 23' U7 38 482.E 1�14.5G °18.02 O 1484.89 1484,7 C TG r- ' C� " 5Gl' 22 Co82CX�' X15 10 4763 12 � 148�.8� 1483.79 �t2GF 9t�- CONSTRUCT HANDICAP RAMP PE2 RANCHO APPROVED BY.' DATE: f� COCA MO NGA STC . PLAN 310 CITY ENGINEER RC.E N0. Z'z 3�-7 +� 1 I * 55' 44" -7�.00 145. 4' �3.13' O 10 CONSTRUCT DRIVE APPROACH PER RANCHO 's(K,K.•rt{.r!!ar¢•.ure.%uf7rllN, r DESIGN FUOMM�NDE��' � 22" 2r�' off' 716 0:1 2�.�1' 14 t.�'4' O 8cP jti84•94. i I i 1�t84'[5 8��� CUCA M O N G A STD. PLAN 305� ►N=lam', X=5' �,rtr.r a.ur.California<<�lrrr�ta vrtls �• uc 11 INSTALL STREET LIGHT 5°�O ,J-)lAtN BY S.6*,F P,4/D � : � .AN(-14)150'T4_'0 2 2'� 2-700' 44.27' 28.612 1/-t8 4.2 T � I I (-14)150 1500 Q � t 48�r•0 8 P D K � ,�/�,�i O ai 3' r�G 22 2?.cb 44.27 2812 U V `� � f9R AND C0090/HATED BY O>rJELOPER. _ DRAWN . r4EE T 1454-51 Co' p" 141 O" S -o" N. 5 & s� .� ! I O FS 17 REMOVE 6ARR1 CADE. C D. cau f„xt,rr•r•r _ 5 OF X82 GYM '�X17 38.S 3 Fs M 10' 24' 21° X00' 127. 13 ' ' I I * C GONST. L.OI DE4�!:zE iON PER r-1, NO GUGI11MONCA STP. PLAN =NECKED CHARD �I. 41497 DRAWING NU. O A. L DEPT�� dU COQ L' O R.0 E. NO �384 1Gl° 18' Ito' 71<5-0612-41-CIES' 122.13 �j N0. 515 PND DE-7NL HE��N C ` r v -- _- _ . q DATE-•,P• 12 - 3I -91 FILE NO PROJECT SHIFET #40 OF S/ BENCH MARK N0. 150 _. ____ - __. - - -. _ _.- - - - _ • i L=�eal.fo4' L•'-57- 52' L=29.3Zr 1 - _ . - _ . _ i - FD. CNIZ ® IN THE MIDDLE I , __ __ _ : __ _ _ CONCRETE HEADUALL AT THE I . 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CI �. 0 0 0 0 0 0 �-' x t-11t r-- y - - - ... ... 0 0 : -_l� _ o po p DESCRIPTION OF REVISION DATE T a1. - - - ...:..-, ._ w. .,t-1- ;'t r. �- o.+ . . �... APPROVED i - ¢ '. G! -� - 3 I I'`� � �F tt ��. '� �. � ( `fit, _ {� ^� �'� ^�.. _..a� i L l (i , X Z)'(1 t } t�. .s T '� ` �i . } t Ik 4 DRAIN C tot} t _ } l: }_. 1. , 4-- ; #- I '�' i s t , t E #.. F. !ti Q"!� 1#i I \ . }- �_, l. 4.{ i l'`�- �9 0 z i`- ! }._< I`.,i I~ #-.#_ k p_) 1� I # �.. h 1 '_ `; �n z;+&�r , }Q[3 i Cti K] Q i3 :ti 11\ 4 T r. �► (� N " N1 "�'�) n !� c t `}. r.r� ? 1 r,. .� I f- i � V3 , �„ 631 0 a , t� �: �. ,� _ � q t {4(( � m ak� � ��, ,.� �:� �� �:� �._ ��,, ,� � i CITY OR RANCHO CUCAMONGA i i ^ - ----- _ _ ''.\ Lr'4!7111 i `._ ;) ' ... -, , �` n n ( ..; ` '3lvc)' , *711 L h: , f t 21 LLQ Y -_.._Y- - \ - _ -�- •L ` ' _ - - d.ii , r;'s0 *4! �;-ltd t x ,,,:1 t.�I N r, , P.{ y� 4�,4 :`11 Sit). Vit)Its� Ir 11 t fll11, �` 1 !1 U) U �) 1� U'. v �� /53/. 25 /52lo.T8 /525.00 /523.20 w \ Q \ \ l� ,1\ \ `+3 \ /5/4.ZB \ � \ /5//.3/ +n \ -.. u \ -- o = / F5 WESTERLY FLOOD I � -i F5 FS � Ui cn, /520. 2 vt Q Q Q '508.34 � /505.'18 ,C Q FS GB Q FS cfi F5 `L J /5/7.2[c � FS J FS Q F•s '� F5 3 0 3 Q � � Q - W � , PROTECTION WALL Q F5 � � Q I , ., �s a � ` Q 3 3 -4 F O R 0 3 N lk" 3 . • h FIRE AccE55(TEMPORA/P1/) � s Qt v u k TRACT 13566 - 3 SCALE /"=40' ,�, OP APPROVED BY: ., �� - DATE: `' .AG GRE AT EEBA5E (PER 0I �SS10 �� �\ CITY ENGINEER •_/ /f • - ` -- I R.C.E. 22597 SOIL 5 ENG/)/EER TO MEET OQN N1! - �z �-'z - /� NO. FIR-c' D/STR/CT RE001REMEA175) hp A F 01 (, 1- DESIGN RECOMMENDED _n SlN,Kedhi'l.l,vyuec.Suitel(HI A, ~-y C' !(0 FUSME Santa Ana.(difornla 92'05 � � 1) Z PDK,EN WIAMS (-19)250-1500 Q fn rpf Ei1X( )9)250- 920 COTE: SEE ITDF/LE 710/1 Cdiyff'ETE NQ 36QJ2 DRAWNurzrSHEET OET,4/L S aAl LSTEPP/� 4 .0 E . 6- X -92 ' 54M,M.T.L. & W c �,l 8 9 fOOr/Al$'.5'. Engineers . 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B _ : —• '— ._, '� Z'M/N._ � ✓¢88.6 frAl!E�P/C,4.STEP i_ /480.8 I /�B 9 l07 TW FG /GB5-ZJFG� —_ -- -- /48700 7 /� .�ZTW /¢es oo rF - N�4TUiPAL �' - 65 rs �' v, 77tl /�78.,50 Tltl AX!� Fes- 1�(�)/�� J : N.4T { J o4wze Z"O 45s&,:C T /N NO iYl4r1'� f G.PAOE. i I F,/Gy AL r i 1 T//AN G f/ T D� W L /S , _ { _ _ : { r- ± T i PPQ . . w• _ '.,'`tom ��� } + _ I a _ L r�RIZ FI E ' Er?T. I 8 11 taD /2t GU 13100 /10101 J5'f Q� 16 f1 F LAN 18 f� l9f� 20-f� 2J�Gl� 1° = 40' r 4. _ r q Q C011/STiell C T/D/1/ A/07-E5 : a b' 4C } � G �g CONST. BETA/N/AIG WALL PEEP DErA/L � e c `tty E � f O 8 tC�n� C �'`�« ey u /� CONST, FLOOD P,PO TECT/O/✓ WALL A>6-A-- ("j k t,<s . Q. b 6' I pTHERS Q O - I( � � - 0 DErA/L O L 19 o I Q -Q ` __ 9 g 9 d 0 © CDrt/ST. G / G.S� �?C�PEF�t/ /Y zz PER } t, { �`) Q �► O o k s1t/O PEiP f.I�uQSIA.oE /.t1PR4!/EY1E�/T $8 Y o YI a w P6.4�1/S. C� a J - _ g3 R g 9 iQD - t3 N ! Z £X 15co 7. TREEol I)rtt N N I d ° - I n aim 1 rA {F / o (TYP. ) i �c ► t tX B f= Cv� L f -0 "`"iff 1q ,� Its= B O I� I 3 {v (q�Y ZZ ZZ -_-� _ 1 D 1� 1h( _ _ REVISETDETAI�LS �'� p. -�l fc PRD T AL r � , l ; �, � - 3 i 3 G Y V(n 3' 3+ �' - 3 h 3 DESCRIPTION OF RE VIS ION DATE o,N n n ,� APPROVED. (D to ryN �;; ��o o a �9 a �� o l CITY 0F RANCHO CUCAMONGA W �'a ca pips h o. o. _ ,,a � a s }. w 3 3� t Q Q V WESTERLY FLOOD 8 PROTECTION WALL �II FIQE ACCESS t!TEMPORA�Y') �1Q �R� TNiCK GRA✓EL OR TN/cam th W J J � AGGREGATE BASE (PER m V, � �, �� � FOR 50/L5 ENGINEER TO AfEET FIRE D/5TR/CT �eE62L/�.PEMEii/T5) �O� f, � + .: . ,_,.\ SCALE = / =4O TRACT 13566 - 3lmw ` J .rt `Xi APPROVED BY: - DATE: p{ z CITY ENGINEER -'% � ' �c"� - - R.C.E. NO 22397 r J Q w Ni 36^52 DESIGN CO� 15lroHezuntt�rr�«.♦carte n'u RECOMMENDED a. Sarrtn Ana Calr ,mi4i 92-05 OTE .TEE �irG�/CE FOiC !�l/�4GG °C xp 6-30 9 PDK,E^/ � V"Lug A Ris >ru'�',ajeso�slo • � � � � DRAWN �� SHEET � o ��Ftr SAM M.TL. „�, g 9 _�F 9 '��'- -• -+''• • ':� Yr• f-rr,�rne•e•r-1 •1.nnt1 Sun n . CHECKED ._ ■ DRAWING NO. R.C.E. NO °Og2 GL.L, EIV. DATE FILE NO /38¢ Proa6c T 6w&=- ,E T 04 O� 8/