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HomeMy WebLinkAbout1097 0' R W GENERAL NOTES IMPROVEMENT PLANS 1. All work shall be done in accordance with these plans, the City of OS 4 7.5 9 9 T.5 4 0.5 Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and Specifications. q, 2. All pipelines or substructures of any kind, telephone or power poles, 0.29= 0.17' 0.29iNE 2--- - water meters, valves, fire hydrants, etc. shown or not shown on these Y- LEVEL 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. 1 A LDER S R EET 3. Any contractor performing work on this project shall familiarize hir.- 4 CONCRETE SIDEWALK 1 3" A.C. ON 4"A.1. 2" 8" CURB GUTTER self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- TYPICAL pera- TYPICAL S E C T I O N ' FROM RAM ON A AV E N U E TO TEAK WAY tions, whether or not such facilities are shown on these plans. NO scaL1= _ 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering IMM, ER 'STREET STA. 0� 49.00 • STA. Gt�Q.92 1... Depaitment prior to any encroachment or construction within City of EA ,' W Rancho Cucamonga easement or right-of-way. LAKE MUM STA. 04 4S. 00 TO STA. t4 08.41 _ =o � � '^ N � � 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 TEAK WA11: STA. 04 50 . 10 To STA. 14116.31 . LAKE COU RT _ g f- z° within 0.01 foot of sub-grade elevation and at not more than SO foot ,`�; intervals. Additional paving stakes may be required by City Engineer A LEER � • � W as needed at warped or vertical curve areas.S R SO FROM _ALDER STREET TO 210 'f NORTH REET 6. All sewer, water, electric, gas, phone or other utility laterals, LJ f 5EE SHEET Re. Z WLa mains, or crossings shall be constructed prior to paving. t 1KACT BOt1rt1A1CY nl r 7. Compaction tests of- embankment construction, trench backfill,: com- W/W 30, pacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these 1Z' 1b' Ib' n' compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 4' C)9, , a' ._ TEAK . WAY . SLOPE 10 YM 8. At the completion of paving, a materials report shall be submitted to �--- - the Cit Engineer. Lisin all tests or determinations completed to a PIP D� FROM I80' NORTH O ___ PALO ALTO ST. y g g f. F PALO ALTO STREET E ET TO 56 2 +. NORTH - verify stability oil content and Gradation of asphalt Paving j EXIST. GROURD i , 9. Prior to installation of any paving, a materials report shall be 011' Qtr �- i i submitted to the City Engineer. Listing all tests or determinations 1.07. LrVEL - ---_ -- 1 i P y� • sieve analysis q completed to verify: R-Value and sand equivalent of • 1 1 aggregate base. ..� ' ,do�,oQ• c •r 10. When improvements are to be placed on native sail which consists of a I rocky material, the sub-grade shall be prepared by removing all rocks RAMONA AUE - which protrude above the sub-grade and all voids or depressions shall 4 CONCRETE 51DE�NAIX 1 " " SHEET IIMEX MAP be filled with a fine grade material of a quality better than the natives ALDERNo ScaLE material. Qw-TYPICAL 5ET10% FROM 480' SOUTH _O F lf. If the asphalt concrete is to be placed on sub-grade, a sails sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly RD SCALE 1 TO 100 ' N OF ALDER Sapplied at the manufacturer's recommended rate for the full pavement � TEAK WON : gTA. 1411a.31 TO STA. 5 4 GA. SS width prior to paving. = s " 12. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. tASELIUE AYE. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 N'Ly E'tY IRONWOOD shall'be constructed at each intersection. Rlw 331 R w W 14. City approval of plans does not relieve the developer from responsibility 11' ZZ' 2Z' 11' PALO ALTO ST. for the correction of error and omission discovered during construction.. Upon request the required plan revisions shall be promptly submitted to 405 1 4' SITE 3 the City Engineer for approval. 1' W15. Work site and exterior streets shall be in a neat, clean, hazard free, REMOVE EXIST. CHURCH r- ZTREET orderly state, throughout construction. Site shall be cleaned upon IMPROVEMENTS request of the inspector. tON5T. AD. FEATHER t6. Contact all Utility Companies as required. 48 hours prior to excavation. FOR SMOOTH JOIN n ' J 0.05r 0.45. � de17.W 17. The final or suface layer of asphalt concrete roadway pavement shall not be placed until all utilities and utility laterals Within the roadway have been �- LEVEL LINE -- K i installed, all on-site improvements completed, and all unacceptable parkway FOOTHILL BLVD. and roadway improvements are removed and replaced at the direction of the City Engineer. SA'NCUT TO tMov ' STRAIGHT EDGE ,4 Z 4 VICINITY MAP E1t5T IMPROVEMENTS To REMAIN CONSTRUCTION NOTES AND QUANTITIES N0 SCALE la-*CONST. ..3' A.C. ON 4" A.B. - - - - - - - - - - - - - - - - - 2 - - - - - 44T9D S.F. 4- _ TYPICAL SECTION 2 CONST. 8" CURB I GUTTER PER CITY STD. 303 _ _ _ _ _ _ _ _ _ _ _ _ _ ;3142 ' LF. - NO 5CA LE 3�•- CONST. CROSS GUTTER , SPANDREL f CURB RETURNS PER 311.3011 _ _ _ _ __ 3840; S.F. I r O4 - CONST. SIDEWALK PER . CITY STD. 310 RAMGN A AVENUE STA. 13420. AZ TO M. 20M.00 CONST. 6" THICK RESIDENTAL DRIVEWAY APPROACH PER _ _ _ _ _ _ _ 5916 if T.I. 16.0 R= 59o CITY STD. 305 W = 16' X= 3' i 7 CONST. A.C. FEATHER FOR "071-H JGIq _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t529 ST N 8�- INSTALL STREET TREE PER CITY STD. 604 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .GZ EA. (D- INSTALL STREET LIGHTS ( 5800 L ) 81 M195._ _ _ _ _ _ _ _ _ _ _ _ _ ___ At EA. In 10 INSTALL STREET NAME SIGN PER STD. 4014 4 401 b _ _ _ _ _ _ _ _ _ __ _ _ __ 3 EA. ATE 51 REN1510N APP' (&- INSTALL' 1 INSTALL MAIL BOXES PER DETAIL THIS SHEET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 37 EA. FINISH GRADE I2 REMOVE EXISTING- A.C._+._. _-___, _-,--_--_ _ 10-57 ST CITY OF RANCHO CUCAMON&A r. CONST. ANDER 51D>=WALK 7DRAS 1N PER CITY TD. SDI. -------- STREET IMPROVEMENT PLANS ---------------- 3 EA. �° I 14 �'' t. _ �ii•i . CONST. 4-A.C. ON 4" A0.____ --- ---- -- _-__ -- IV032 S.F. ► � CONCRETE FOOTING _ LI-N. TLE 15 INSTALL STOP SIGN- PER CITY STD. 402. _ _ _ _ . _ _ _ _ _ _ _ _ _ _ 'iEaCONST. WHEELCHAIR RAMP PFR CITY STD 31D _ _ _ _ _ _ _ . _ __ _ _ _ �GF.1►. 2" SHEET MI?L 17 CONST. P1VEMEII1 T1tANSI110n PER Cm STD MAIL80x POST SHALL BE OF TREATED pfESS/ TRACT NO. 12772 to o �e�.ML -- BEHOOF E1<IST. S' ML.1NOdD FENtE.1>cKEtDCATE tERI1rD E/M. _______. _ _______t5 ` LF REDWOOD OR METAL . 0 APPROVED 8Y Exp 9I3g�l�l DATECONST. 3' A.C. OM NATIVE ______ tA0 S.F DELIEW 0• _ CITY ENGINEERAR.C.E.K0.-R/$/7 `0 LF r++ DESIGN BOYER ENGIN ERIN6 CO. RECOMMENDED @REMOVE EXIST. BARRICADE __-_-- _-- ____--_ -- --- _ _--_ _-- A.G.E. 1 '^ +r STRUCTURAL SECTION TO BE VERIFIED BY SOILS ENGINEER PRIOR TO INSTALLATION OF A.B. it MAIL BOX * N � * REP 3194 - C.i ..AIRPORT LOOP .DRIVE VGA, I I! s't� NO SCALE DRAWN COSTA MESA, CA. 92626-3405 S;;=ET REMOVE ExiST A.C. BQM __ - - _ __ _ - - - - - - - _ - -- ___ 3 2 LF. _ �!+ o��.1P S ( 14 ) 966 -osoe 1 IIF 21 ,4 2Z -LONST. A.C. BERM PER STD. 313- - - - -- _ _ - - - -- - _-- -- 14 LF CA�1F CHECKED DRAWING NO. Z3 CO115T. PEDESTRIAN BARRICADE _ - __ _ ___ - _ _-- I EADELBERT BOYER EXP 3-51-89 REP DATE 9 iaps, FILE NO. /09 JN 451- 5T+ i M p, VH. IM • %ENCU' MARK: CITY Of RANCHO CUCAMONSA ELEV. IM.IX B.Y. MD. 100 -S AT THE S.E. CORNER Df TURNER AVE. 4 11MLINE AVE., 3V E. Of 4- OF TURNER AVE. * 16' S. OF 4 BASELINE AVE., FOUND U.S.6.S. BRASS DISK IN 10" DIA. CONC%ETE MONUMENT S"A80VE SURFACE. - - - C ; 4 T. ' 0 _ - .o -- .l. 06.41 _ - - 019 3 - ._ - Jll rn .-+ ; - _ 4 L Ml sl. - cp P Ls r im moi► }s a, o - _ _ i Pt � a � . S ha a + - — - - o - 1_._ - ,. 1N► , a � � a �` '--, o �, n .. �� 00 uo 40 40 do rw p g 1 • ! • . Lj d I N >�dTT,ER � �'— -- _ -- _ ' PROP. t GDADE o - t- -- - -a - -- _ - -- - - I -H-At tj TET _ - - - : UT L4r- - - - - a+ 13. tj_t I_ -- - - 5' OL pl.= 09.61 i I + is r '96.fo0 a 4j , o � � 0. ci u d • _T Q fl 46- - - r Ia Vo "{ ti► i r... Cop i 1a. t o ;� 1 in a O o• a ezi s, ' O T - y f - Q• as .i : . — ss 1 v .. t- ♦s 40. 3 a a •n �► L� - — -- - - tsa � r C Q 'R r• i t' 4C - m - 1I: - _ - - ` P.1. OLB-1 - Y-C b 5AdF - ' j Z� -- .. - T. OUN a � o - , :4Jd 5 ail : _ �e•trup - I c ae M A — -- — - -- - - - - — - - - �' L.dbx - i - - - - - _ z.a•L PROFILE SCALE -j- i A - - - - -_ - _ - VERT. 1'- 4' - - ; PLAN SCALE of ss o 3 O 1 2 • 3 4 5 6 7 0 1 2 aQa C 0 N STR U CTI ON NOTES ' BOYER s _ R.C.E. 135/! !a-*CONST. 3" A.C. ON 4 A.B. 1� 60" � * (D— CONST E- CURB t GUTTER PER CITY STD 3D3 R AM ONA AVENUE ACIVIC �' O) --CONST. CROSS GUTTER SPANDREL CnR6 RETIlR1l5 rER SrD.JOE. SEE SHEET W 4 ' �tD lF-CA0 t O4 — CONST. SIDEWALK PER CITY STD. 310 33 33 a sEf FR sFE CONST. 6" THICK RESIDENTIAL DRIVEWAY APPRDACH 2Y' Il' , L jlp• Ty�S S T PER CITY STD: 3D5 W =16', X=3' LAKE COURT � o , . N � �� "EET 5 . 5 SEE THIS SHEET (j)— INSTALL STREET TREE PER CITY STD. 604 W I o A 12 13 301 30l , / • a—INSTALL STREET LIGHTS C 5800 L ) 61 OTHERS. ". : - " : "''t� 12' Id' 16' IT e ��� � / / 11 10 10 INSTALL STREET NAME SIGN PER STD 401 a If 401 b � 4. o �" • ' �' bs SEE SHEET Na 3 33 W c + c do o S S 15 II i 5 __ _ '� 5 it INSTALL MAIL BOXES PER DETAIL ON SHEET 1. 1 s N _� S � �� 13 CONST. UNDER SIDEWALK DRAIN PER CITY STD. 507 a oc ECR 3 4 -- + +' A I . u i I I R' �� ei` ' ao .o �� N 2 5 A is 14 a et' v � �� IS IN STALL , STOP SIGN PER CITY STD. 402 c �•+ pett • . �+ �' :: �+ ." 1b CONST. WHEELCHAIR RAMP PER CITY STD 310 , 11 II C) �` — N I N h a O O e n. �+ 0% N d% ,b 4 001"'Ni ; w, 319 „ti " 'I 15 e t �c sJ 1 2 �°c, q 3 �,. e` 0 1[R 1 ;.c. I 4- `" �,► r '+ a� N. AN. ` BER f �' w 103�iSTRUCTURAL SECTION TO BE VERIFIED BY SMLS ENGINEER Ile c+--- - 1 . PRIOR TO INSTALLATION OF A.B. e'cE 16 ,pE ^� Q, _ ��e 9 3 ---- 16 cn 4 :�► 1 . _ a, 3 �� a �� 16 e`� Z ^A e 1 4` �� �e e •o^� ii _ - - - - 9CR . 2 + tib r I - cli ca e o 04 acl q Y 3 � �3 � 1 j f•- � T — — 4 Q' r c ` • v` it u A�, BCR A A c•� oc v - 01 Lw 5 c�� .� A e c� cn I g, a b M s DATE 91 REVISION AhPVD. + �, a T". �� TYr. ; It p �e t5 a I 8 o q 22 tt 3 5 11 N + N A U „ q E[R ui ,,, •4- 5 N 34 s 3 �, WI ♦ '� CITY OF RANCHO CUCAMONGA. 33 33 33n N A .� i �9 0� Q �' 20 + � 32 `� N '`� y II 5 S 5 1g 19 PLAN AND PROFILE N SEE SHEET N0. 4 5 + �; `° g o s' 1) I o RAMONA AVENUE 31 ^ + N I;I a as ao _ 016 5 5 ^� 30 29 28 2 7 1z o Ir 1& 1z ALDER STREET s tA 2 3a' 30' 30' FROM RAMONA AVE. TO TEAK WAY A LOE ._ - s ' s 5 SEE SHEET N0.3 SEE THIS SHEET LAKE COURT 3 + W 92 ALDER ST. L AKE COURT FROM ALDER V. TO 710't 1JORTH 0.00 LAKE COU TEAK WAY ALDER STREET TaALT wa I2172 8 T R E E T APPROVED BY DATE 2 TUAVE DATA CU RYE DATA CITY. ENGINEER R.C.E. N0. X1517 0 R L T A R L T CURYE DATA CURVE DATA DESIGN BOYER ENSI EERING CO. RECOMMENDED QI !0' 00' QO' 21.00' a.m. 41.w US 11. 07' 42' 132.04' 99.33' 34.93' - S R L T i R l T REP 3194 -C1 AIRPORT LOOP DRIVE • _ 6 4• Zl' 43' 232.00' 16.OT A.fl4' — DRAWN COSTA MESA , CA. 92626-3405 SHEET Q 102 40' 49 21. 00 46.39 33.15 Q SD' 00 or 21. 00 4Z .Al 41.00' 0 Tzr IT ZO 38.00' I%.11 C 7 4) 966 - 0808 e 3� I1' ®T' ZT 266.00' 61.11r 40. W 0 no OB 33` 250.00' 14.60' 31.68' � � -T a' r �. � -� � ® LOT 40' 49' 21. OQ' AL.39' 33.15' 14 Il' IT O6' 112.00' - 33.9P K.94• P S 2 OF © 17• OT PP Z50. GO' 74.11' 31.94' 0 Il' OA' 33' 4L8.O0' 60.16' 46.34' ll IT 34' 12" 250.00' IS.41' 43.13' 0 S' R' 30' 70.00' 24.36' IL 19' CHECKED 13542 DRAWING N . �u DELBERT D. BOYER R.C.E. NO. © 29' IT 421• 112.00' 51.10' 29.IT - REP DATE FILE NO. 10q7 � 451 -3 BENCH MARK: CITY OF RANCHO CUCAMONGA, ELEV. = 1322. 1% B.M. NO. 100•B AT TME 5-E. CORNER OF TURAEI; lNE. lk BASELINE WE. 34' E. OF 9: OF TURNER AVE. Ik IG' S. OF 'E. BASELINE AVE., FOUND 11.5.131I.S. BRA54 DISK IM 10"DIA. CONCRETE MODUMENT 5" ABOVE 5URFACE. _ __ - _ - - - - — - _ - - -- - ao r, _ - - -- :-_I - - -- - - - - - - _ - --- _ - - - _ - - - - - - — - -- -- - - - -- - - -- - - - - - - - - - - - - eo s -- - - - - -- — -- _ - ,er , _- a � a - _ - — . - - - - - - - _- -- - - _ - - 1 - - Li ra r - - N _ oe - _ - __ _ - - _. �- �. r - o.l fl t v - - - r - - - ap Q # o - C" i- . Z LAG. - - - c� fi - - _ - yy ----I J-1 tW -" -..-. }} - - - VN 164 - 1 - - -- - - - - - - - _ _ a+ . _ _�• - - _. __ — - - - 143 1 a a� H - - - - 6 - - - - - LJ rR x .. - - - - - �, r, f v -� +.1 - - — - .r 9g.43 : r x - _ _ -_ - _ir - - o - - - - - - 4 _.- _ r - -- - - - - _. _ -j j - - a - • , - ._ 0 S3 r _ . ..- -.. - - - - - - - - - KiF - - - _ _ - -- - - - t L -T.. CURD iturusEu - - - IQ( - - - - PROFILE 2 3 PLAN 4 5 6 CONSTRUCTION NOTES SCALE: 1" -40' ------ STRUCTURAL 'SECTION TO BE VERIFIED Bl SOILS ENGINEER PR1O1t lO— CON5T 3" A.C. ON 4"A.B. c • TO 1N5TALLATIDN OF A.B. CONST. B" CURB & GU-TTER PER`curi STD. 303. �Z --COMSMWT PEDESTQIAM BAR1t VM—_._...___ 3a— CONST. CROSS GUTZ>=R ,SPANDREL CAR'S RETURNS PER STD. IM. . MAW � COI+IST. 51DEVVALK PER r\-" STD. 310. ALDER STREET Sa--- CONSZ. V THICK RESIDENTAL DRNEWR I APPROACR PER CM STD.305 PALO ALTO STREET 5EE SHEET No. 2 0 30• 1Q— CBR15T. A.C. FEATHER FOR SMOOTH JOIN 30' 1Y I6' is, IY a— 1NS-TALL STREET -TREE PER CIT`I STD. 604• 0.5' S' 9 OS S' Q 5 5 5 a �'l 1N5-TALL 5TREET LIGHT L5800 L) 61 OTHER5. 4' 4• 26 u 25 ; 24 23 22 21 i onto I I � �� W 4' I I I I 4' so A A A A 1 11 INSTALL MAILVnM PER DETAIL ON SHEET No. 1. am rn I y (I co m 4 M 4 � 1 ® 1 - `� No � I`'�� I I" � s �- C0N5T. UR-DEV, 51DEWALK DRAIN PER CITY 51D. 50-1. I ECR oc AL.i I �+ 9�R R we 4 tI f.. `I15TING IMPROVEMENTS PER b Tip. ID . . •' t 11 _ 13 29 DRAWING No. `lG-5 U.1< a li CONS-T. WHEELCHAIR RAMP PER CITY 5TD. 310. o-- LLJ - �'"'�c 2 �� c I. s �• 3 � � s cs�? 1 Z "� S . 1 e�rf�s2�� Il C0115Z. PAVEMENT TRAN51T10N PER C1T`I STD 40fo. I3 a 20 REMOVE E1157ING BARRIWDE La g a 6 A L ,'� 13 a rn J, � ' 11 0 BCR II � 1S m 3 u '� DKIE BI REVI510N A"'VD. ZC-+ A A w I W' I) ,,_ 2 45O.W TEAK WRI CIT Y O F RANCHO CUCAMONG W 1� g $ A W o g cc �'$ 614 ;1.92 ALDER STREET - 4 I 4' w cam+ � H o .♦.. � ,► PLAN AND PROFILE I I 0 47 8 5 5 r TEAK SIV AY os a5 d0' f NORTH OF PALO ALTO ST. 30 30All It, ��oFESS/O TO 5f.2 " NORTH TE AK W AY �o �� TRACT ND. 1?-'7-12 SRT D. fc APPROVED BY DATE 2 PALO ALTO STREET CURVE D AZA W 90YER clTr ENGINEER R.c.E. No.r R L T MCI. 18548 b��t49 * DESIGN BUYER EN INEERING Co: REC!)MMF.�I➢E] Q9 -P 56' 44" 250.00' 3441' 11.36' * D.L.M. 3134 -Cl AIRPORT LOOP DRIVE VCA 1 `/61L I® 14. 06' Ib" 250.00' Ci.54' 3093 J'f Ivit �! COSTA MESA CALIF 92G26-3405 Q To 21' 21' 232.00' 30.19' 15.112' 'rf I�f CAl,%* AWN 11 41 9616-OB08 SHEET Q B° 22' OY 268.00' 39.14' 19110' GD.A. �_OF 4 ® 14. OL' 16' 268.00' 65.91' CHECKED 13S�s 3RAWING N0. ® 14. 05' 21' 232.00' 51.061' 0147' '111.14. L M ELSE �. BOY R R.C.E. 140. ^� DATE _!/d/ab FILE NC. 7 9T. 1 MP, PN 451-3 BENCH MARK : CITY OF RANCHO CU CAMONGA ELEV. = 1322. 136 B. M. NO. 100-5 AT THE S.E. CORNER OF TURNER AVE. / BASELINE AVE.v 34' E. OF 'i OF TURNER AVE. i 16' S. OF r. OF BASELINE AVE.. FOUND U.S. G.S. BRASS DISK IN 10" DIA. CONCRETE MONUMENT 5"ABOVE SURFACE. - - E tS . T _ E T SIDE -. 000 - _ - _ --- -_ - :_ ._. - _ _ -. yam♦ _ - __ - _ � � E SAE . �. � - �. - - - - - - - m: 4295 Ww"'g- - �' .j _ T VTtu C3 I-R - - -« - - - - - - -- - - - - -- - — - - - -- - �! cot +' IST' fI - - ;�, - - --- - - - --- - — - - --- — - -- - - _ -- _ c- m - _ >Q.-'► � a _ ; - � tv - as o -- - - - - - - - -- - - - - - -- - - - - - , 2 _ i fft 22 LIR f-- 4U47s J -f--va - Ir C3 w t / - R _ _ .+ Ll 0 f i f P 0 .V.. A E �c — -- - -- -- - - - — - - - — - --— - -- -- - - - -- -- - - - - — -- 1 _- - - - EAST SIDE - _ . ct •moo, _- - _ - - - - - - - -- - -- _ - - -- - PROFILE ;SCA�.E� - -F F - + ! -- --- HO R IZ. 1'= 4fl' - ---- -- ---- -7-1 O.C.;� t I- _ T-T TT N � � - __� VERT., _ _-1';= 4' _ --. �.I .. 13 14 15 16 17 18 19 20 21 22 PLAN SCALE lot = 4o' CONSTRUCTION NOTES CONST. 6" CURB � GUTTER PER CITY STD. 303. 3�-CONST. CROSS GUTTER, SPANDREL 4 CURB RETURNS PER 5M.ME. 4�-CONST. SIDEWALK PER CIT`! STD. 310 �aTF: ALDER STREET _lCW%ACTOl m 1ULAC"E. STRIPING tl X111D. (D-CONST. 6" THICK RESIDENTAL DRIVEWAY APPROACH PER OVEit�,IEIIfO �/r� aw /�,4►Jlv�Vi�1 SEE PLAN SIj PEI CM `'7D' 401. CITY STD. 305, W= 161, X= 3' To eE !/w/Etd�Coo'NOEO. 3fJ (2).-CONST. A.C. FEATHER FOR SMOOTH JOiN A 12' 18, 18' I Z' 6�- INSTALL STREET TREE PER CITY STD. 604 O-- IN SYA LL STREET LIGHTS (5590) BY OTRER9 EXfST. IMP PER II 10 INSTALL STREET NAME SIGN PER STD. 401 a 401 b 17 + 115.79 RAMONA AYE. _ _ nWG. 501 0 + 00.00 ALDER ST. i ,` yi 11 INSTALL MAIL BOXES PER DETAIL THIS SHEET ae 12+ 19.73 RAM01«IA AVE. o N 4 12 RE MOVE EXISTING A.0 I Y� in N 14 CON ST. V A.C. ON 4" A.B. TR Ai0 5440 ( ..I.. � ;�E'T' ( ��:0. � $GI0 I I I , , a � e, - I t _ 16 CONST. WHEELCHAIR RAMP PER CITY STD. 310 ',Z I 8 ( 7 I 6 5 4 I 3 I 2 REMOVE EXIST. 5' HIGH MOOD FENCE #RELOCATE BEHIND R/W EX15T. IMPROV EWS PER f]1NG. St3r1 - 13 CONST 3" A.C. ON NATIVE REt10V E EX15T. A.C. BEAM •-• -� a-CONST. A.E.6ERM PER 5TD. 313 in RAMONN OWE Ail _ _ ,��*+ N ., �+ ^� '' LZ STRUCTURAL SECTION TO BE VERIFIED BY SOILS ENGINEER 9 ��• _ �,� �b�i PRIOR TO INSTALLATION OF A.B. in N % : M .` _ ,�� 3 6k� `� A/` �1�`t (2 14 2 N t,��, !11 ,'" �i! �< —- rn ,L I'T •� 7.00' 133.00' 20.00' - - ool r 11 e 10 rYP `" "T `" i■ . 4 0 Tlrt• 11 Ww ECR :' BCR 11 T'fP. 4 8116 ! ;• o ; IB Lm ,� _ : .�•''� w ; ; e = 1 I'r oe C4 s : r -- , * a A ca w p° e A s a, DATE B`1 EV 1510 N PP VD. I A .. A A M A �+ I � t•�+ ., L• 311.34 .r ' -I i EX15T. I MIP. PER 12 a 12 J 7 W vy bl a1R C0 r La o a 11 t • c� I x o, ► e" o 0 o M . T I IL , „ . � ,4 1* M, o z, � _ DWG. `�-z CITY OF RANCHO COCAMONGA TR I ftl�. 882 m ;a a o 0 cam% �f" r- I a a r!h° n + .�., m `T m ID' IV I '^ + + v + '° + - +• + t o PLAN AND PROFILE � "� : PARCEL PARCEL ♦ " — - RAM 0 N A AVENUE . 2 � � 4 5 s ~ 7 � •$ g i .. . s 5 s 5 IRONWOOD DRIVE FROM 480' SOUTH OF ALDER STREET EXIST. IMP. PER QaQFESS/ _ o o •►� TO 100' NORTH OF ALDER STREET PWG. 525-1 yr 1B' 18' 1Z' I - _ �� E' t, OEM"0. TRACT. K0. 12772 -- 30' 30' - BOYER m APPROVED BY DATE 8w 5EE SHEET Z A.C.E. 13M CITY ENGINEER R.C.E. N0. �/$/7 ALDER STREET * � * DESIGN BOYER ENGI ERING Co. RECOMMENDED ` •.� �r �! R.E.P. 3194 - ClAIRPORT LOOP DRIVE V4d 4 j� } 17T - _ pF SFO DRAWN COSTA MESA. CA. 92626-3405 SHEET i CAL ( 14) 365 08 t CHECKED 13542 DRAWING N0. DEL PRT, D. BOY ER R.C.E. N0. R.E.P. 24-14! /O - DAT24-14! FILE NO. 1 , IMF f h ]IL 451 -3