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HomeMy WebLinkAbout1577 BLENCH MARK NO. 10051 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO SHEET INDEX: CUCAMONGA BM 10051 1987" AT THE N/W CORNER OF BASE LINE ROAD A AND SWANSON PLACE 0.25 MILES l✓ �ONSTRIICTION NOTES AND NO_ DESCRIPTION WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 GENERAL NOTES: Di CONSTRUCT 6" CURB dt GUTTER PER CITY STD. 104. z, 3 e 3 L.F I TITLE SHEET FT. NORTH OF BEGINNING OF CURB 1 . ALL WORK SHALL BE DONE IN ACCORDANC THE CITY RETURN. ELEVATION: 1300.686 OF RANCHO CUCAMONGA STANDARDS. AND THE STANDARD SPECIFICATIONS WWWS 4-5'*47' 2OCONSTRUCT 8" CURB & GUTTER PER CITY STD. 104. 572 L.P FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITIONY/MCLUOING /r5 B fo13` 2 BASE LINE ROAD AgAIUAL 3UPPLEMENrS OF AkfeAIPMENr5.COMrRAGTOR '/ALL BC FA,V/L/A/t WIrH ANO .SHALL DC iCCSPON✓'/BLE rOR ADHERCNGt M TNCSC 37ANOARO✓ ANO O3 CONSTRUCT 10" COBBLE CURB &GUTTER PER CITY STD. 105-B. 241 L.r. 5P�G7F/CAT/ON5 ANO APDL/GABLE SUPPLCMCit/r5. t� 3 ETIWANDA AVENUE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER �� O CONSTRUCT 6" AC OVER 6" CLASS II AGGREGATE BASE. G, 4�l 6 P POLES, WATER METERS, VALVES, FIRE HYDRANTS. ETC , SHOWN OR NOT CdUC. Q 4 C/C416 G9r/(/E 0(1WA/ONA SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ¢ / MGDItiu ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE SO CONSTRUCT 4" AC OVER 4" CLASS II AGGREGATE BASE. 8,677 S.,^ REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO _LL v QS f'!O/uF.��' A1.04,6 yW T/LIV/1 QC1pea COST TO THE CITY OF RANCHO CUCAMONGA . - O6 CONSTRUCT 3" AC OVER 4" AGGREGATE BASE. 46,014 S.)m 6 STORM DRAIN PLAN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 7 2 �Sr��✓ HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY O7 CONSTRUCT 4" THICK, 4' WIDE, P.C.C. SIDEWALK /7 230 5•f. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWNBASE LINE ROAD PER CITY STD. 103, UNLESS OTHERWISE NOTED 7 BASE LINE ROAD CROSS SECTIONS ON THESE PLANS . O8 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102. G EA 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N.T.S. E ETIWANDA AVENUE CROSS SECTIONS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION O9 CONSTRUCT CURB & GUTTER TRANSITION FROM 6" CF TO 8" CF. !lD L.P. WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . 15 Sr/rcer TREE LOCATION rLAN 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 10 CONSTRUCT CURB & GUTTER TRANSITION FROM 6"CF TO 10" CF. /10 L..IF 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 VARIES *4�-ro -494 11 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY STD. 307. THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED 2 RA. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . J 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, � ' CONSTRUCT LOCAL DEPRESSION CASE "A"PER CITY STD. 307. FA . MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . 13 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. ¢ 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. "-- THESE Z � EA COMPACTING ORIGINAL GROUND ANO ALL SUB-GRADES SHALL BE PERFORMED / 14 SAW-CLTT&MATCH EXISTING PAVEMENT. /)071AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/ORt•�r� .- -___ = _-SURFACING . r---- 1 S INSTALL STREET NAME SIGN PER CITY STD. 401-A. 5 Cst• -- -- ,� B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED16 INSTALL STREET TREE PER STREET TREE NOTES AAIP LG'GGND 'f5 CA. 2 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED ETIWANDA AVENUE TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT pT014 aTA 84./* TO s� 4.8-47 O'�/ g/''��T 9 24 23 22 21 20 19 19 17 PAVING. INSTALL 5,600 LUMENS H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR v & COORDINATED BY DEVELOPER CA• 25 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- __ (� TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 18 INSTALL 9500 LUMEN$H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR --- --- - - EQUIVALENT, TO 0tTER0/A/E C/X/AL 5TRUCTU1fAL SCGT/ON Of A.G. AND & COORDINATED BY DEVELOPER 0 FA• - I _ w AGGRE6ATE BASE. i 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 26 _ _-_ __ ___ __ . _ _______ ____.-_ TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 19 INSTALL c✓BGO Lt]MENS H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR Q SH ET X10. OF THE STRUCTURAL SECTIONS. & COORDINATED BY DEVELOPER � CA � " Q li . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB GRADE SHALL BE PREPARED BY REMOVING j' 20 ADJUST MANHOLE COVER TO NEW GRADE 2 EA- 27 1i i2 i3 i4 i5 16 Z ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR i Q DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 1 Q 3 QUALITY BETTER THAN THE NATIVE MATERIAL . 1 2' 21 PROTECT IN PLACE F--1 �.5 12. IF THE ASPHALT CONCRETE IS TO 8E PLACED ON SUB-GRADE, A SOILS t'x 28 STERILANT REGISTERED BY THE E .P . A . FOR USE UNDER A .C . AND P.C .C . INSTALL STOP SIGN (R-1 ) PER CITY STD. 401-A AND 401-B. a 04. I W .•.:, -' ��r O SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED __ --n 1O 9 B 7 6 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . ��' 3 I 23 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. 114. 2,535 5.r 29 5 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 4" THICK, 4 ' WIDE, UNLESS OTHERWISE NOTED. , CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN ETIWANDA AVENUE sME� ko. f DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 24 CONSTRUCT DRIVE APPROACH PER CITY STD. 101-A 33 �)WM ST.4 /3 t 4d•57 To 67A l6 t a 4.e5 1 BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT WIDTH (W) PER PLAN SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE N.T. 5- 25 REMOVE EXISTING A.C. CURB/A.C. PAVEMENT 7; X04 s.F 30 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . T11 _D AlV_F__ 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 26 REMOVE EXISTING COBBLE CURB & GUTTER 3¢8 L.f• __ AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION . \� 4 15 .CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM td 27 RELOCATE EXISTING FIRE HYDRANT PER WATER PLAN. l EA' Z \\ RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ' DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS 28 REMOVE EXISTING POWER POLES BY OTHERS, PAID FOR AND ' 1 32 330 i 1 2 3 O Z b SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . COORDINATED BY DEVELOPER l 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD �� 29 REMOVEICMOCATE EXISTING 26"PALM TREE, PER DIRECTION OF 4 rA- 10 FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED THE PUBLIC WORKS INSPECTOR, PROJECT PLANNER AND L4D PLANS -- UPON REQUEST OF THE INSPECTOR . e' �� �d� e' � 30 REMOVE TRAFFIC PADDLE/NO STOP SIGN G � 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR � � � TO FILL PLACEMENT . 31 2' WIDE COLD PLANE OF EXISTING PAVEMENT EDGE, (0. 10' ) - 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYSl Off, G / AND REPLACE AC FOR SMOOTH JOIN 2,034 5.F BASE LINE ROAD CsHI eT ,uo. -2)PRIOR TO EXCAVATION. PHONE NO. 1-800-277-26W PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: _ .EV41 LINP 32 CONSTRUCT LOCAL DEPRESSION CASE "E" PER CITY STD. 307. 1 Elk. A . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT -` �'" " " n { MR JAMES FRET (819)969-7911 � ( 7 INDEX M A P 5G5 L.!` FOR BASE LINE ROAD CONSTRUCTION S1 INSTALL 36"R.C.P. (D-LOAD PER PLAN S. GENERAL TELEPHONE COMPANY M(Y)483-3000 INTERIOR STREETS 52 INSTALL 24"R-C.P. (D-LOAD PER PLAN 2// L.F. G. SOLME RN CALIFORNIA GAS COMPANY MOO)427-2200 TYPICAL SECTION N.T.S. 53 CONSTRUCT MANHOLE N0.4 PER CITY STD. PLAN NO. 3 21 3 G4 OCONSTRUCT BRICK AND MORTAR PLUG / EA0. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDCUCAMONGA, C ROAD SEE ATTACHED CROSS-SECTIONS LABELED RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 SHEETS 7AND 8, BY THIS REFERENCE, 700 N.MORENO AVENUE. MADE A PART HEREOF. LA VERNE, CA 91750 r. SOUTHERN CALIFORNIA EDISON COMPANY ('800)6554555 7951 REDWOOD AVENUE Q i�EV I S E 17 SHE1=T!o - CTl WgNDA SC p'+- FONTANA,CA 92336 UTILITY UNDERGROUNDING "t Q 'Ro weff STi�'EET /MMES dy M.4pC!�E f A✓Oor 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT BASE LINE ROAD-•THE EXISTING OVERHEAD UMITTES SHEHALROADWALAVE NOT IL UTILITY IMPROVEMENTSLATERALSWITHIN ' (TELECOMMUNICATIONS AND ELECTRICAL)ON THE PROJECT D C R I P T I O N of REVISION ALL ��J �PJIi'Y __ SIDE OF BASE LINE ROAD SHALL BE UNDERGROUNDED FROM DATE APPROVE INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE --`- PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE � � �- - THE FIRST POLE WEST OF ETIWANDA AVENUE,WHERE THE SATISFACTION OF THE CITY ENGINEER . PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS EXISTING UNDERGROUNDINGENDED, TOTHEFIRST POLE ON CITY of RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES THE EAST SIDE OF ETIWANDA AVENUE. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STREET IMPROVEMENT PLAN TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE M PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE TITLE S DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . E1GSTING SURVEY 11 ONUME'NTATION THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- I HERESY CERTIFY THAT I HAVE IDENIZFIED ALL SURVEY TRACT N 0 . 15732 IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION MOI`IUMENI'S OF RECORD THAT COULD BE DISTURBED BY THIS OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN APPROVED B Y' DATE' . Underground Service Alert THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; ~Apt-r AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS COIL :TOII FREE INDCONNECTIONEWITHA THEE PERFORMANCE OFD THE ENGINEHRMLSS FROM ANY ANDWORK ONaTTHISTPROJECT, OEXCEPTING R ALLEGE . �Ou'OWS pan<<<�r� CITY ENG I NEE RCE No . 14953 .^ I DESIGN MADOLE 6 ASSO ES, INC. R JNDED FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 11lONE R4•` r`.:' .'.. Q OF THE INLA EMPIRE Q00 ENGINEER. Q �`�.'' s�� R.G' C • r`� •.'• 'r�� , CONSULTING CIVIL ENGINEERS AND LAND PLANNERS SH r T 4, '�. :�' � r DRAWN 10601 CHURCH STREET SUITE 107 t I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT a i '^1�"„ RANCHO CucAMONGA, CA 9n30 (n+�' 277 - 26W ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . =� .�-�-?7!� / d.L• (909)949-1311 1 9 DATED: OF J. M.MADOLE RC.E. # 14814 �10- � CHECKED �'►+• 6 R C E N o /4814 R A W I N G NO . _ ,�. CITY s-et-tG' 1"U WORKING DAYS BF.FORF. YOU DIG Argr �� 4r DATE FILE NO 1577 *P* STREET TITLE SHEET - 21 [0, 312jPf . 1140 613 06-Apr-96 03: 32 PM / 126- 1140-1 PROJECT SHEET 10. OF DWG. DATE: P '/t 96 e ._ -� ._-.__- - - - - -- __ - I---- , ---- -,- _- __ __ _ - - _ - - - - - , _ + , . __ , _ , - - , - . - - . - - , -- •- - + + a + r 1 - -- + CH MARK 1 BRASS DISK IN CONC. CURB _ _ r _ _ _ _._ _. _ _ _. +_. _ _a. _._.L , _ __ _. _r._ _ _ _ -.�. _.y._. I _ _ _.� _ _�.- -1- -� - - +. _ _ -t-- +- - - -a --�._ - -. - . _ - - •- 1 - 1 ; _ _1 L F RANCHO AMID CITY O . _ - - - - -' - + - - - - -- - -' ---- - - . ' I ' ._ _ ... -- -- - - -� -- -._. _. _ ._. --�- __ - i .. -+.. --I- -+ -- - - -.-{-. 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D E R I P T I O N O f R E V I S I O N DATE APPROVE BASE LINE ROAD-THE EXISTING OVERHEAD UTILITIES 14 SAW-CUT&MATCH EXISTING PAVEMENT. Ci 1 0 RANCH 0 C U C A M 0 N G A (TELECOMMUNICATIONS AND ELECTRICAL)ON THE PROJECT SIDE OF BASE LINE ROAD SHALL BE UNDERGROUNDED FROM 'INE FIRST POLE WEST OF ETIWANDA AVENUE,WHERE THE EXISTING UNDERGROUNDING ENDED,TO THE FIST POLE ON 1$ INSTAL, -1500 LUMENS H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR STREET I M P R 0 V E M E N T PLA N THE EAST SIDE OF ETIWANDA AVENUE. dt COORDINATED BY DEVELOPER Q *r SEE ATTACHED CROSS-SECTIONS LABELED VASE LINE R 0 A 20 ADJUST MANHOLE COVER TO NEW GRADE SHEETS 7 AND 8, BY THIS REFERENCE, DATA PLACE MADE APART HEREOF. TRACT N 0 DELTA/BEARING RADIUS LEN. /DIST . TANGENT 21 PROTECT IN APPROVEDBY: . . DATE: N 89030 ' 12"E 132 . 70 25 REMOVE EXISTING A.C. CURB/AC. PAVEMENT 0 89025 ' 37" 35 . 00 54 .63 34 . 65 CURVILINEAR SIDEWALK 9�fFss/ CITY ENG I NEE � RCE No . 14953 Z$ REMOVE EXISTING POWER POLES BY OTHERS, )-A 10 FOR AND , DESIGN MADO�E 6 ASSO TES. INC. R E N D E D 0 90000 , 00 " 35 . 00 54 . 98 35 . 00 GG17R0/MATED ev veveco�ER. BASE LINE ROAD-SIDEWALK LAYOUT IS CONCEPTUAL ONLY, ;, __ ,`j��� R'�' OF THE i�c ci�I� E IS�s �- 0 90° 06 'S6" 35 . 00 55 05 35 . 07 a APD LAND PLANNERS Q 30 REMOVE TRAFFIC PADDLE/NO STOP SIGN APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE Xj .N;. )r,v%,, IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD OL EA,z S- j r DRAWN i0801 CHURCH STREET SUITE ion SHEET /g /it/STALG STREET AIA Me S1,gAl pE�? C/TY 5T0, 40/-A. CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR RANCHO CUCAM017CA, CA »30 Q � J.B. L (909)940-1311 O F 9 E iTY STD. 4O/-A A�c/O ¢O/-B.I I . 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"...-f ' •A i + . . . . -'*�� . l EX1aY.4-ry?WATEIC V. t6 � - .+ } 15+54••W ET/WAAIDA AYC 's„ • L - .- = l5 f 3G. 4/ c.P,tl/G L7.elve 7Vic-; .,.I . � _ . !' r- f, ' • . 1 ` • r "� • + - - - • f - . y • , .A. _ '- ■ C .. i . . x • .' '""•• .1 - CONSTRUCTION NOTES Q /P.E1iI04 5rA�7'NAMNo ®Y 1-fw,m1,E �. n "",-,o O3 CONSTRUCT 10" COBBLE CURB & GUTTER PER CITY STD. 105-B. 20 ADJUST MANHOLE COVER TO NEW GRADE / f-/�'lp 1�17-9 6 U "_ ( CONSTRUCT 4" AC OVER 4" CLASS II AGGREGATE BASE. 21 PROTECT IN PLACE D E R I P T I O N o f REVISION DATE APPROVE O ( CONSTRUCT 4" 'm1cK, 4'JV/0E P.c c. ✓,latwA.K PER G/rY.STD. /03, 25 REMOVE EXISTING A-C. CURB/A.C. PAV'EMEN'T CITY o f R A N C M 0 C U C A M 0 N G A UA/L655 OT//CRW15E �(10TCD. - ( 8 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102. 26 REMOVE EXISTING COBBLE CURB &GUTTER. STREET IMPROVEMENT PLAN DATA 10 CONSTRUCT CURB & GUTTER TRANSITION FROM 6" CF TO 10" CF. 27 RELOCATE EXISTING FIRE HYDRANT PER WATER PLAN. ETIWANDA AVENUE DELTA/BEARING RADIUS LEN - TANGENT 12 CONSTRUCT LOCAL DEPRESSION CASE "A"PER CITY STD. 307. 29 REMOVE/RELOCATE EXISTING 26"PALM TREE PCR D1REcr/OAT OF O rNe PUeL/c woRirS 1A1,6P6crOR, ,-M0JEGr PLANA/6R�4N0 Loo. PG4N5. (FROM BASE LINE ROAD TO STA . 16+94 . 45) Q 90° 06 '56" 35 . 00 55 . 05 35 . 0 7 13 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. 30 REMOVE TRAFFIC PADDLE/NO STOP SIGN TRACT N O 15 7 3 2 0 15° 11 ' 22" 171 . 75 45 . 53 22 . 90 O 0 89053 ' 25" 35 . 00 54 . 91 34 . 93 14 SAW-CETT&MATCH EXISTING PAVEME'NT'. 3! 2'W/DC c.AL.O AIAA/C Or exl6r/N6 Y&Avcy6Nr nq&e (O./Of} APPROVED B Y. ot A • ANO REPGAGC � POT .3MCn rR .."/N. • Q 90° 06 ' 35" 35 . 00 55 . 04 35 . 07 - -%f' f CITY ENGINEE z RCE No . 24953 41 SEE ATTACHED CROSS-SECTIONS LABELED ., %, :'.i�zv, DESIGN MADOLE s As IATES• INC. R COMMENDED �., R G OF THE INLAND EMPIRE I9 INSTALL 5 800 LUMENS H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR SHEETS 7 AND S, BY THIS REFERENCE, • ,-ti ��' CONSULTING CIVIL ENGINEERS . = AND LAND PLANNERS dt COORDINATED BY DEVELOPER- MADE A PART HEREOF. , DRAWN �oso� CHURCH STREET SUITE 107 S H E T r ', :A;. 3 3 7 z, RANCHO CiUCAMONGA, CA 91730 /5 INSTALL STREET A/A,WE 51aAl PE.P L'/rY$TD• ¢O/-A. Q .0 # J. B. L . (909)949-1311 OF OI�t/5rALL STOP S/GN e-R-/) PER CITY STO. ,001AAI,-,;P ��0 o�-A A, � CHECKED RCE N o !'��¢ R AWING N 0 . CITY TE8 19-9ri FILE No 1577 �.P E1 �wANDA AVENUE ST REE PLAN - 23 i0, 312j PF . 1140 605 03-Apr-96 OB 54 AM i 126 1140- 1 PROJECT SHEET ��. OF DwG DATE: 00- )I- 96 _. - _ _ - . - ._ _ - - - - EN I t . L + a . -r + t ti - a 4 { / . . . _ - -' '-• - - - -- ! � -. - - , - - - -1 - . - 1 - .a - --� -- '- .+.. _ + - - -- - _ - - - _ -, - r I - - , - ,. _ -+ - � f -. t_ + - � � -. ' � -t - t - .v . ♦ - + . CH -- - - - c7 ¢/ BBRASS DISK lINS1CONC. CURB --4-- 4 --+ .-+--4 ♦_. _.L_.._4.- -4 __ --- -- ----�-- � .� "+ ---4---i'-- - - �/"--'- - -+ -I -----..- ., - � - -+- { -+- a-. -:- . . -1 _-. - _. '.� _ _-+---+--- -- -- _ - - - - _ _.-�_ -- I-- -+- � - - - - - -� `-♦ -- - -- •-- -+- --4-'-�---i- � - - �- -- • --^-- - a- ._ _A 2. _� - _ _.a - --.- _ -. -. _- + 4 - i- -- :1 i + a 14 N' ' V s V -i - - - -{ - - - STAMPED "CITY OF RANCHO _ _ - - - - O.C. .c. / t - - - - - -+- -� -- - - - . ._.. - - -- -- - - - - - - - - -- - - - - - - -' -- ' - - - - - - - - '- - - - - + ! _ . + _ 1 rt_ _ 4. _+_ _; _ _ _f _ - _ _ - S� ti- _ _ _ -' - � .._ _ ' _ _ -' - . - _. _ _ -. _ - .-_. _ - . CUCAMONGA BM 10051 1987" AT THE i- . V ; 1 V N. lk , AD i 0 4 v (� V WW CORNER OF BASE LINE ROAD ' % v1 ^ + V u. v N t V + ^ ^ 0 a AND SWANSON PLACE 0.23 MILES - - - hN N tv hV � f� a _-i - - -1- - -._�- -- - - - --- �1 ♦ . - - - - . - _ ._ ..- . y. 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A PROVE BY: DATE: A' /O'00'00" /02. 00 17, 00 8.92 A177-46'11"W s� » CITY ENG INEE -_�•(�h► J RCE No . 24953 �a,- I`0 M ,av•o4'27" s7 alp 89. dp/ 57.07' 17 INSTALL 5 800 LUMENS H.P. S.V. STREET LIGHT BY S.C.E., PAID FOR - 410, -, DESIGN MADOLE s Asso TEs. INC. R MMENDE D i tt - . • F OF THE INLA EMPIRE N N/2 av'•fe "w 5G-:9 7 e,, dt COORDINATED BY DEVELOPER. _ ' .6. L "�,. CONSULTING CIVIL ENGINEERS �" s r i. ,- Cl-�'.it'j ;`ti AND LAND PLANNERS 2Q CONSTRUCT DRIVEAPPROACH PER CITY STD- 101-A cc, DRAWN iosoi CHURCH STREET SUITE �o� S H E T ,�.'C rn �t' P�.� FG�1/. ! t "'' 3-;�_� RANCHO (909)048-, CA 9i�3o # * J�. L. Isos�s.e-�3� '� 0 F 9 `�sV,S\l ' CHECKED _Z++a - _ RCE No �'��4 DRAWING N0 . CITY DA E /t_0, FILE No 1577 *F=* A SREE 1 PLAN - 23 i0, 312; PF 1140 606 02 Apr-96 05. 19 PM / 126- 1140- 1 PROJECT SHEET �0. OF DWG DATE: 8-11-14 1 /700',.__ 4-3-6D' BE, MARK NO. 10051 �-` 42.37' - 29.a2 b7• 3' 4'2 G G¢' 2" BRASS DISK IN CONC. CURB - - _,- . Vs.09 rdia�.� w�sr �ve-a• '•�' STAMPED CITY OF RANCHO �j h N /4 4 y¢ V CUCAMONGA BM 10051 198T AT THE _ : _ .. - - 5�' / ti . > _ "a _ . . . . e -� ?ice ' N/W CORNER OF BASE LINE ROAD O !! AND SWANSON PLACE 0.25 MILES . . ._. T C a o f WEST OF ETIWANDA AVENUE, AT - -.. _ . ..: - .. - _. b � `JO SOUTHERLY END OF CATCH BASIN 2 r _ t _ o `� � � � 61 FT. NORTH OF BEGINNING OF CURB .. _ , _ 14 _L�, /o4-0 ' RE'T'URN. ELEVATION: 1300.686 _ + _ - _ - _ re.��.. F �. 71/a •�... ... _ a el 40 PALIs35 j 570/ ' - P 7 _ - _ • t} a r p ,O�e/vim o pn o � n n � N �44 40 n C) 4 0� @. 0. S7• �3' 2 - G9 G¢ ZD'VG G G �a ' � , ; j 9 } P Of A U �6 ' E S AST GU.P e AT ue�3� w b� � Awl� N b � N1IQ 4 � �4 �It r L- 3 ' 7 qW } PD , A'5T Ct�Ce YC . _. _.. -• _. . . ._ _. .. . . . . .. . . 98. �05.27 - • , .. . . . .. . , . P.1. 50 /. } - PROFILE _ BOR. 1"¢ 40' , _ _- -- - . - - -- -- - - - - � - _ , _ - . ._ - - - - , . .. _. 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I L t4,, i' S' '',, ,' °"4!" ., ,•;,a� � .,. s ,." � .�' .at. ::'i A,.' � i+,,.as._ I ,.r' _ o .,-....,,..,,.,,.ted I S f , y _ a u , f T GGL�iV !i r - t w r. 4 !`` ac �9o�VB�i�' �I fit; �` _ ,�,. r+,•. o���f SJ � -'2 6 a3 j as � a " a c ? ` r a? 5 rc " i -A ,�I" 0 a L N li �iP.ti V U l �J • ` !llfJ� MIt 14T N i C s l t min r1 Citi R`:l" K �� n' Q� �_� Gc' _,_''_ Wk d .B ,Z i E7i.t. G_vt .. � . S: If '2 3? \ BASS G/,vG� ROA p �.�° �' +41 , %K Y V ! • oQ Qh,: 7_ ! wi rlGO6n/ �7,rJ✓G TILDEN - DRIVE _ - !7 SGA,E 1 .40 � WANONA PLAC E t STemT Alme� oy mozzr-_ 9-//-9* I. ? ?t LEGEND D E C R I P T I O N of REVISION DATE APPROVE STREET TREES CONSTRUCTION NOTES : �alsyl TIOi„. 0lBS: - _ CITY o f RANCHO CUCAMONGA 5YMBOL BOTAAV/GAL NAME" COMMON N"P.WE 51ZE 5RAC/NG QUAN7/7Y 1 . ALL STREET TREES ARE 1'0 BE PLANTED IN ACCORDANCE WITH CITY �� �� �� � �� � � STANDARD PLAN NO. 510. O PlSTAG/A Gf�/MENS/5 Gy/HESE P/STAr,4L /5 GAL. 30N//N O.C. 2 7 EA 2. ALL STREET TREES ARE TO BE PLANTED AND STAKED ACCORDING TO CITY STREET TREE LOCATION PLAN • QUERCUS /L�X HOLLY 0.9K /5 GAL. 30M/N.O.C. /8 Ey. STANDARD PLANS NOS. 502 AND 505, AS PROXIMITY TO THE HARDSCAPE DICTATES. ROOT BARRIERS ARE NOT REQUIRED. 3. PRIM TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY TNSFECTOR. TRACT NO . 15732 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. APPROVED Y. � DATE: 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS Om-Y. Qs of ESS.`y` CITY E N G I'N E E R em RCE N o . 24953 .. DESIGN MADOLE 6 Assoc ES, INC. RECOMMENDED S%' R 6 OF THE INLAND EMPIRE c ": r CONSULTING CIVIL ENGINEERS r7 t$ No 14 9 i4 t`'•.•,. AND LAND PLANNERS DRAWN 10801 CHURCH STREET SUITE 107 S H E E T E� RANCHO CUCANDWA. CA 91730 # ! - ✓.�-G . ! 1909!948-1311 g OF `9 OF cst CHECKED �'�^ RCE No /49/4 A W N N . CITY DA E # " IL" FILE No 1577 DWG. DATE: PROJECT SHEET A0. OF