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HomeMy WebLinkAbout2924-1STREET CONSTRUCTION GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STA40ARD SPECIIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2000 EDITION. (Green Book) 2. CONSTRUCTtON PERMITS SHALL BE 01 TATNED FROM THE CITY OF FONTANA ENGINEERING DMSION AND THE CITY OF RANCHO CUCAMONGA PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY WORK. PHONE (909) 350-7610. 3. STATIONING REFERS TO THE CENTERLINES OF STREETS UNLESS OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND INSTALLING SIDEWALKS. 5. STERILANT IS REQUIRED UNDER ALL NEW A.C. PAVEMENT. 7. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY AN APPROVED SHORING SYSTEM. S. ALL BACKFILL AND SUBGRADE SHALL. BE CERTIFIED BY THE SOILS ENGINEER. MATERIALS AND METHODS ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 9. ALL UTILITY COMPANIES SHALL BE G v" TWO (2) WOR"4 DAYS NOTICE PRIOR TO WORKW-v AMM THEIR FACILITIES. 10. LOCATIONS OF ALL UNDERGROUND UTIUTITES ARE APPROXIMATE. THE CONTRACTOR %4AL-L DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE- UNDERGROUND SERVICE ALERT AT (800) 227-2600, 48 HOURS BEFORE DIGGING. w EXIST St CWALK CIL W" RCP ' 1 1 II it'll Al i�1rs� c� Ln 01 WIL ON N dov SIGNAL FOUNDATION SEE SIGNAL PLAN `�• EXISTING RIGHT OF WAY • REMOVE ST. LT(BY SCE) mm mwmwwmm� am .._ ----- -- ------------------------E-- _ — — _ _ _ .� - — — _ �.. _ —----- —•�___—_— _— --_— ___ __— _ �_ - - - - r. _ r — _ — _ —— _ — --------- _—_— —— — — — — --- -- —— — 30"�W STEEL — — — ——————————— _ — 30' STEEL / 30"W STEEL ' A try -------------- 32• •. i —A CB ED —�_� ' TANA EXISTING CURBED MEDIAN -� -------Ct'fY-_OF-fes -- - __------------___ -r — .._----= ` —T ' gt 4 • 6" G M ' 6" G M ��. G M 6" G M G M SIGNAL FOUNDATION 36' SEE SIGNAL PUN 90I O I,�ho 2 3 1 --------------— — — — —,--�_— _— _— -- — — ` �...� t----�-- - -t -- - ——---- -- ------------ --- --..r. - - - - ----------------__-- 6 --'—--_. ___--- _---i--------CATCH BAS -- I le I .� �� _.� �f �� --, .�� ---- _ r ------------r Lr •� • � L------•---------------- /'� 4. EXISTING RIGHT OF WAY REMOVE ST. LT(BY SCE) s►cr0t Fou►+op,,ioN�� SEE SIGNAL PLAN EXISTING JOIINT-:� EXISTING RIGHT OF WAY CURVE DATA RADIUS DELTA LENGTH TANGENT CHORD A 35.00 75"53'00" 46.35' 27.29' 43.04' BASIS OF BEARING= THE BASIS OF BEARING FOR THIS PLAN IS SUMMIT AVENUE, TAKEN AS N89'58'45'W PER CITY OF FONTANA TRACT MAP 13750. --- SCALE: 1`-20'0 i i i i � i •� TBM: TOP FH 1509.48 37 32' v L Z 4' N 'I 4 FUTURE w MEDIAN 1.0' TYP EXISTING ---PROPOSED w PAVEMENT FINISHED w 'T ASE EXISTING SURFACE I ------ J ------------- QCf"TmAY A_& ------------- - -- -- - --. - - -•--•--- 36' 52'am NTS 0 �I EXISTING PAVEMENT x , & EXISTING BASE Z a 1.0 TYP PROPOSED FINISHED FUTURE f,.,, x SURFACE MEDIAN I is w c I I QCt+TlAY Q_Q N.T.S. SUMMIT AVENUE SIGNAL FOUNDATION SEE SIGNAL PLAN /0/2 REMOVE ST. LT(BY SCE) • EXISTING RIGHT OF WAY dmm FT E TRANSFORMER 17' - _ ---------------------- 23• -- ------------------ - . ,. 1'�� '.,: _ --------------FT - --- - - --- -GTE- --- --ft--GT- E am_--- .. — :. ----. — -r. !.�t""'•'�— y: — —� .�_—__x"""___17% W r,--- .�--.�—— — �`------—__------ r�rrN Sud 1 v"v--_--_—'----------------- ---- 17 �.. rZ��� rr•.� --_--- ----_------------ --- ------ --- 30"W STEEL I 30"W STEEL 45' No 15 —13440 15" S 15' SS /1�'2 FU nfiM CURBED MEDIAN 4' - -MIL _ - -- - �. - _ _..,� - ' 37' 29' -_ --- ------ -- _--_- --- 8"GM 8„G M8"GM 8" M - EXISTING EDGE OF PAVEMENT EXISTING RIGHT OF WAY NO 18' RCP 1503.61 FL �i FUTURE CURB AND GUTTER FUTURE CATCH BASM _..= Simi POW foundolion �2 4 ?2 S S AC 225 B STREET IMPROVEMENT CONSTRUCTION NOTES • STA 9+28.20 CONSTRUCT 5.5" AC OVER 9, COMPACTED NATIVE. FINAL SECTION TO BE VERIFIED Pose d BY R VALUE AT THE TIME OF CONSTRUCTION. 0 z Q w v ---- 30.8•I �• ' =:• ' Q CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD -7�11 �• a PLAN NO. 144 1 1 33' 4' I' S- F3� CONSTRUCT RAMP AND LANDING PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 102. 1 o I 0 CONSTRUCT 4M P.C.C. SIDEWALK. `t 1 I 4Z1 i �I ❑ EXTEND EXISTING 1 d R.C.P. (Q--2000 56 FEET 0 S=0.01 s'6. P'LU�G END WITH BRICK AND 0 1 i0 }- MOR AR AS APPROVED BY THE ENGIN IN THE FIELD. AV04D PROPOSED TRAFFIC SIGNAL wl I F i I I > 1 3 Lj IW FOUNDATION. ~I I REMOVE EXISTWG STEEL REINFORCED DECORATIVE COMCREiE PAVEMENT. = 0 10 ❑ 0 46 i {D 1 w 1 Q SAWCUT AND REMOVE PAVEMENT fD ._ c uj 0 j 1 Z F81 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 329 LO � � I Z `'`� =- V I 1 cn w o W C 1TY O F RANCHO CUCAMONGA [�] REMOVE EXISTING CONCRETE IMPROVEMENTS. , 1 +- EXIST. ED1SON POLE APPROVED BY: ' I Z Z PP 414 53 1 I I 0 I 1 9 2E __� - 10 INSTALL STAMPED AC TREATMENT PER SPECIAL PRCMSONS. 3 2i� I� I CITY EWA R RCE 24953 � I � �j DATE- t'�AUTOCAD FILENAME; Cherry- Summit_STREET- IMP. dwg