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HomeMy WebLinkAbout1.1-6183`, - -00- NOTES. 1. PRIOR TO -_ THE _ START DE - ANY PHASE - OF CONSTRUCTION- THE CITY - CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTKE 326 -3049 2. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY . 3. AN 'S' SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL. 4. IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF MY CONSTRUCTION . OF PAVING: 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS MALL BE INSTALLED AT -TIC EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN _ INDICATED ON THESE PLANS. THE CONTRACTOR MALL ENSURE- THAT ALL LIGHTS _ do SIGNS - ARE PROPERLY INSTALLED. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALT. BE LOCATED -- WITHIN SIDEWALK 6' FROM- BACK. 7. ANY TRENCHING M BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED - PER CITY STANDARD ST -22. & AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD. PUBLIC WORKS- DEPARTMENT PRIOR TO ANY WORK- BEING - PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY; UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE_ PERMIT. 9. STREETLIGHT LU NAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS ' SECTI N 86 -6.01 - OF , WHICH' MODELS INCLUDE AMERICAN ELECTRIC LIGHIM ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 DES CREE XSP'/XSPR SERIES AND OTHERS ON APPROVAL LIST OR AN EQUIVALENT AS APPROVED BY THE CITY SEER ASP H ALT CONCRETE PAVING NOTES.. 1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE "A" MODIFIED FOR ALL ARTERIAL AND ACTOR STREETS AND TYPE 'B' MODIFIED FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPEC- IFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIM TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A" (MODIFIED) 4R TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS G SECTION .39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS FOR FOR 3/4' MAXIMUM, MEDIUM GRAIXNQ 3. ASPHALT BINDER FOR TYPE 'A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE MADDED ASPHALT, UNLESS OTHERWISE ECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE "B* (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SMALL CONFORM TO THE REQUIREMENTS- IN THE TABLE FOR "STEAM 'REFINED PAM ASPHALTS". IN SECTION 92 -1.02, "GRADES', OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO G FIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MAC PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE__APPROVED BY BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW AND APPROVAL: A. A LIST OF AGGREGATE ACRD ASPHALT SOURCES. B. DOCUMENTATION, VERIFYING THAT THE AGGREGATES TO BE - INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, 'AGATE', G THE STANDARD SPEC NCATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SANG EQUIVALENT TEST RESULTS %TALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL DE NO CEDER THAN ONE (1) YEAR. C. M ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE NIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, 'AGGREGATE.' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO TREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ABATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO DOSING PAVED SURFACES, THE EXISTING PAVEMENT IS TO E SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE G THE STREET, AND AT A MINIMUM DISTANCE G ONE (1) FOOT FROM THE DOSING EDGE OF PAVEMENT. 7. A PRIME_ COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT DE ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, SUBGRADE" GE THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE ISHALI BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PARENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL DE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 10. INACTIONS AND TAPERED SHOULDERS MALL DE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER DE ASPHALT CONCRETE IS 4.15 FOOT DE LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS -NOT GREATER THAN THAT WHICH CAN DE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONS SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE MALL BE HANG RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, CR OTHER APPROVED BOND BREAKER ' MAY BE PLACED UNDER TIME CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 02/26/201 4 Drawing File: FSTR6183 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT,' PAVING OPERATIONS SHALL- BE CONDUCTED IN SUCH A MANNER THAT THE LATTER OF ASPHALT CONS IS PLACED CR ALL CON11GUOUS LANES G THE TRAVELED WAY BEFORE THE LANES ARE WMED TO PUBLIC TRAFFIC. AT THE END G EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LADS SHALL NOT BE _GREATER THAN 10 FEET. . ADDITIONAL ASPHALT CONCRETE SMALL BE PLACED, ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAIR RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE 1W LANES ARE OPENS TO PUBLIC TRAFFIC. KRAFT -PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLAN DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH - CALIFORNIA TEST 375. 14. IF THE IN -PLAN DENSITY DE ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR NEATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DUTY, THE CONTRACTOR WILL DE ADVISED THAT THE REQUIRED RELATIVE COMPACTION .. IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCI .DURES OR BOTH, IF Nom, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CON11NUE UNTIL, THE CONTRACTOR HAS NOS THE CITY ENGINEER OF THE -ADJUST THAT WILL DE MADE IN ORDER TO FEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT FEET THE Sf'ECED RANG, THE ASPHALT CONCRETE SITED BY THAT LOT SHALL BE REMOVED AND REPLACED- WITH MATERIAL THAT MEETS THE IN -FACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96% , THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL G REMOVED AND REPLACED WITH.. MATERIAL THAT DOES MEET THE IN- PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL DE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WI'IEN SLABS OR CORES ARE TARN FOR LABORATORY TESTING. ZINC: STEARATE MAY B SUBSTITUTED WITIT PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRIMING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, CR C. PLACEMENT OF AN SALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL. GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA S0 THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A - CONSTANT OFFSET FROM, AND- PARALLa TO,. THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF MINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CORM TO THE - REQUIREMENTS IN - THE FIRST PARAGRAPH AND - THE LAST FOUR PARAGRAPHS G SECTION 42 -2.OZ 'CONSTRUCTIOWs G THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE OTHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY SEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE GUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF TIME BASE MATERIAL FOR LOCAL - STREETS SHALL BE -CAB -OR FINE -MADATION CRUSHED MISCELLANEOUS- BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE 'GREENBOOK'.......WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CANT CONCRETE, .LEAN -CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF - THESE MATEDIALS. ORO RECYCLED BASES SHALL NOT BE ALL010. AGGREGATE BASE MALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING= MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER . THE CITY G BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING KANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE- OR ASPHALT CONCRETE BASE IS TO BE PLACED ON ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLI BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLC TIME GRAD PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELGIW THE GRADE ESTABLISHED BY THE ENGINEER. R/W 6' BLOCK WALL w{ STANDARD 5.5 SIDEWALK PER CITY STANDARD S -3 .3 BELOW FL NOTES: MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5- SLOPE FROM HIGH GUTTER ** SEE PLAN SHEETS B.O.W. TO R.O.W./EASEMENT - 4:1 MAX. 2% MIN. i TRACT No. 6183 CONSTRUCTION PLANS STREET PLANS AND PROFILES CONST. TYPE *B*, CURB A CUTTER WTH 4.5 STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 (D PAVEMENT M BE REMOVED AND RE R/W EXISTING FL 6' BLOCK WALL 45 ** 45' 11 22 - 34 34 11 iWCUT 1' AND 2 -- MATCH EX. PAVEMENT cn _ _ AS DIRECTED BY PAD 4' CITY ENGNIEER . 1 ��,�j°ra ���• _� :111 _! I I! I � _ l 1 [ � - - i� . tl� w STANDARD 5.5 9"ALK ROUGH-/ PER CITY STANDARD S -3 MADE -LINE s3' BELOW FL NOTES: MAXIMUM CROSS FALL TO STA* 1 13+29.98 LOW GUTTER SHALL BE 0.5 SLOPE FROM HIGH OTTER COLLECTOR - JEWETTA AVENUE * SEE PLAN SHEETS CITY OF BAKERSFIELD PLATE S-27 - REVISED M.T.S. B.O.W. TO R.O.W. /EASEMENT - 4:1 MAX. CROSS SECTION 2% MIN. T*10 6.5- R-VAL 78_ .30' A.C. OVER .40' C.A.B. OVER .80' 95% COMP. O.G. (� PAVEMT TO BE REMOVED IUrD RE(ONSIRUC10. EXISTING dF. rr � `/W -III - SAWCUJT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER PAD R/W R/W 1 f R/W 26 26 t 20 _ ; *� _ _ � 2GI 18 1� 8 0 If polo .3 SOW FL RGlF MADE LIDE 3 SLOW FL NOTES. CROSS S 60 R/W MAXIMUM, CROSS FALL TO CITY OF BAKERSFIELD PLATE S-27 - REVISED N.T.S. LOW GUTTER MALL BE 0.5' �� �! LOCAL SLOPE FROM HIM GUTTER TYPE A STREET SEE PLAN MEETS SIERRA LANE T.I. 4.5 RI-VAL 78 .25' A.C. OVER .40' C.A.B. OVER .50' 95% COMP. O.G. PAD STA. 10+00*00, - 12+18.59 COLLECTOR - JEWETTA AVENUE z ES� E°N9� CITY OF BAKERSFIELD PLATE S =27 - REVISED N.T.S. �`�'4 4 � � 1 V 1 �00 6183 CROSS SECTION W No. 35473 tzj STREET PI�A�1lS & PRO�'I�,ES 6.5- f1- V/�1L 78 9/30/15 T. I . mithTech SSA .30" A.C. OVER .40" 95% COMP. C#AB, o G. `���T�, 0.F Cry Iti �o��`� IN C 0 R P 0 R A T. E D � CALF THE HABERFELDE BUILDING 0 2g� 0"" 1424 17TH STREET BAKERSFIELD, CA 93301 ROBERT E. SMITH RCE 35473 DATE (661) 327 -8492- ,1pg N0. - 13 -104 SHEET 2 OF 5 SHEETS la /,,-- 6�,Io?3 NOTES* PAVEMENT- TO- BE - REMOVED AND RECONSTRUCTED. SAWCUT 1" AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER \j TELEPHONE POLES TO BE REMOVED PRIOR TO CONTRUCTION 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w/THERMOPLASTIC PAINT PER CAL-TRANS STD. SPEC ..8010-21C-19 FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2* SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK NTH #5 PULL BOXES EVERY 400% CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 5 FOR INTERCONNECT DETAIL) is FUTURE TRAFFIC SIGNAL INSTALL TIRO - 37 SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TA PLACEMENTS OF 'kf-%I-% * DACE 123.87 LT.) 9+65.44 BVC FL 369.07 (15, 501 LT. N 67*30'40" W 9+60, 96 26" DW 9+58-00 PIVC FL, 369.21 9+58.10 POVC FL_ 369.15 9+60, 96 26' DW N 6910`30" E ( 15, 50" RT, 965.44 EVC FL 369.10 (23.8;r - RT) SCALE: 11 1 FLOWLINE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT 1 . 90101`34! 30.00" 47.14! 34.01' 02. 4709'23*-, 33.00! 27.16 14.40' rr--i 4 137*09'23! 4200' 100.54! 107.051 LL_ 137V9'23 42.00' 100.54! 107.05 00 co 47M1230 33.00! 27.16" 14.4V 1\ 6 895e26* I 30.Q0' 47.11 21.9 HORIZ. 1 50 9 VERT. 1 = 2 tr 0-— .00 m L CLI cl- LO ci QD I CO 4w 91 Im �Ej se 1=9 mm mm I- 'V�CJFESSIO 4k; E. 09 -0 No. 35473 ROBERT E. SMITH RCE 35473 rn I.-D cu cxi Qxj <C W 4, 6 cwm.ft� cc cy; co re) cc C" c JIli CD LL_ LL_ r..: rr--i 4 j �' " � C) � :> Qj CU LL_ SEE SHEET -4 c cc c; LO Q 00 co qw mi U M 0� LO _r - + Ck: a 7 -4- V /RGJ CL III & MANWLE TYPE fAf PER COB STD S✓ oo L6 TYP. C" I- 'V�CJFESSIO 4k; E. 09 -0 No. 35473 ROBERT E. SMITH RCE 35473 CM Cc I.-D cu cxi Qxj <C W 9/30/15 co co rim) co re) Go C" c JIli LA_ LL_ LA_ r..: LL, ,!) m C.D go M a- m CD C.> Qj Qj CU SEE SHEET -4 c cc c; LO m m Q_3j (__)j cp U-1) "I (n m + U M 1 W �7 pr_ a 01i __ - - Ou _r - + Ck: a 7 RCP CM R/W I.-D cu cxi Qxj RH co clu 10 il�P. -Typ- C" c JIli STU __ j C:4 SEE SHEET 4 m CCD m C.D r< OD vw% CM 06 IV" OD + I.-D cu cxi Qxj (T9 BE CYST. L 7R EXISTS AS A U TED co -14 rk- S LICIT - 9500 LfD PER COB STD S o LL. CD Lr) LO STU __ j CO SEE SHEET 4 m CCD m C.D r< OD 06 06 `l� LL- ck: LL_ � NIVEVAY PER CUB STD ST-4 AND T-12 c.> C.> LLJ + cu + M + U M SEVER MAIN & HAMME TYPE /Ar" PER COB STD SW -9 LLJ a- cri -0- RCP V /RGJ CL III & MANWLE TYPE fAf PER COB STD S✓ oo L6 TYP. SEVER MAIN & CLEAM1C/T PER COB STD SV-6 aco co LO OUTLET STRUCTURE PER COB STD B-11 SM. 00 + av C> Lh NOTE: CONSTRUCT STREET SECTION PER TYPE '"A" LOCAL STREET SECTION ON SHEET -2. 1A V Eal 1 CD cc cc Q0 04 __j m LL_ co m I EX* I CL GROU N D LL_ cp) CF) 00 m T + 00 9 Go + 00 I r c� 100. ,54 CURVt 2 .16 f *2= I 430.81 5W% 4714-, All fill tifft i fm7-t— r 1 F A if C" Flow& ca 00 LL __j mm CD C.5 a- Q to 1Q F a 100. 5 Lw CUR. 27-16' 1 0. C. - a 7w_ 'w" co _I C.> m Go Go ©o + -now t I X GU TTFR EX LOG 0 0 0 0 E.X. FL 0 - 1 cri 0 EX. PL Z_ n 10 j u•J LEGEND DATE • STd CITY Nr EACASEAENT PER COB STD ST-13 (T9 BE CYST. L 7R EXISTS AS A U TED _c> STIb S LICIT - 9500 LfD PER COB STD S o STA STREET LIGHT - 22 WO LED PER CUB STD ST-14 STU STREET NAME SI6V lAE1R0) "PER fAB STD _T-1 STR CITY STREET NAB SIGN PER COB STD T -1 1�STA Vf�EL CHAlR RAA� PER GY1B STD ST -19 AND CALTRANS SPECIFICATIOV PER STD A-88A � � NIVEVAY PER CUB STD ST-4 AND T-12 �— TRAFFIC CONTROL SIGN - AS ACTED PT, RADIAL TO CENTERLINE STA. - AS ACTED TYP. SEVER MAIN & HAMME TYPE /Ar" PER COB STD SW -9 mm TYP. TYPE JAA' CATCH BASIN PER COB - STD -14. - -0- RCP V /RGJ CL III & MANWLE TYPE fAf PER COB STD S✓ �—" TYP. SEVER MAIN & CLEAM1C/T PER COB STD SV-6 D— STIR OUTLET STRUCTURE PER COB STD B-11 SM. APAINAiE BASIN PER COB STD B-11 ■ &J11:#1 b.fj gi6j 1 YD SHEET 3 1 OF 5 SHE TS 411 �I NOTES: O PAVEMENT TO BE REMOVED AND RECONSTRUCTED. SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER Q TELEPHONE POLES TO BE REMOVED PRIOR TO CONIRUCIION 12' LIMIT L 1 NE AND ALL OTHER PAINTED MARKINGS w/THERMOPLAST I C PAINT PER CA! —TRANS STD. AEG. 8010- 21C -19 O FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE — 2' SCHEDULE 40 PVC CONDUIT UDDER SIDEWALK WITH #5 PULL BOSS EVERY 400'. CONDUIT AND- PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 5 FOR INTERCONNECT DETAIL) Q FUTURE TRAFFIC SIGNAL INSTALL TWO — 3' SCHEDULE 40. PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AG&. BASE. FLOWLINE CURVE DATA NUMBERIDELTA CITY ANT ENCASEMENT PER COB STD ST -13 RADIUS LENGTH TANGENT 1 9000734' 30.00' 47.14' 30.01 2 89'58'26' 30.00' 47.71 29.99' SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' i I it c �i } i J U Go � C> � � CL LLJ �» cd o� tJ J LL_ U C-> �— � w + � SEE SHEET 3 ao ' }- 0 + Q 8 It 18 -118.181 m c� o o RI -� °� o p ;n 12 WIDE CROSS GUTTER ' + o _ PER C �} 8, STD ST 1 ++ CD O Y- V ! J - - -- 00 Q0 �0 -� — O c� 0 c� � 82574 � �-� � � �- o � co - � ..p. EX. EP f EX. EP EP -a- `b n I - _ -_ --� - .- - _ _ � -a -�_ - -- -__ _____ P • 2 as o0. -*B!2V _ o a E. 3.6' SEVER EX. 36 SEWER rcx 00 0 4b X00 Ir�} t � �.__l`-�--' .N EX. FL EX. LOG f- �— oo EX. PL TRACT BOUNDARY J r >- A.P.N. 1 10 -1 30 -01 —0 Z a m ZONING: R -1 18,000 Go C" O N Cl + ROTE: CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SKEET 2. 7 A A ! ! i ( 040161 I t� t CO ! co I i i U ; J i L= 1 Clz t Z o --- C) one j 0 + .1� s 96.54' I f t c7y G914001 IKII) it CI i 1 I ! e[9 t z— . Z + i s 329.98' ; ! pFESSl�� E. w No. 35473 � 9/30/15 CIVIL OF CALZl�� ROBERT E. SMITH RCE 35473 LEGEND- DATE • 1� s t t WMA A. Wit A f 11 { SHEET 4 OF 5 SHELTS i 1, � -�rv3 --E STB. CITY ANT ENCASEMENT PER COB STD ST -13 (TO BE 01ST. OP EXISTS AS NOTED a STD. STREET LIGHT: - 9500 LEB COB STD ST -14 o STR STREET. LIGHT - 22000 LED PER COB STD ST -14 ST0. STREET NAME SIM METRO) PER COB STD T -1 STR CITY STREET AWME SIGN PER— COB STD 7 -1 l� STD. VHEEL CHAIR RAMP PER COB STD ST -19 AND J CAL TRANS SPECIFICATION PER STD 4-88A � € BRIVEM4 Y PER COB STV ST -4 AND T-12 1 TRAFFIC CONTRUL SIM - AS ACTED X PT, RADIAL TO CENTERLINE STA. - AS NUMB f TYR SEVER AKJN & MNhIZE TYPE A' PEEP COB STD SW -4 T TYR TYPE A' CATCH-NASIN PER COB STD -14 -o- Rcp vIR6j CL 117 b MBE TYPE A' PER COB STD SW -4 TYR sEvER mAiN & aEANOUT PER. COB STD SW -6 � STR BUTLET STRUCTURE PER COB STD D -11 STR BRAIA646E BASIN PER COB STD B-11 1� s t t WMA A. Wit A f 11 { SHEET 4 OF 5 SHELTS i 1, � -�rv3 --E C21? MODEM- INTERCONNECT/TERMINAL BLOCK TB -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS PER FUNCTION WIRE COLOR TB-1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE - TB1-3 WHITE B AUDIO IN BLACK TB1-4 BLACK C AUDIO OUT RED TB1-5 BLACK E AUDIO OUT GREEN TBi -6 GREEN TB -1 TB -1 1e -2 O O Te -2 713-3 (Comm In) T13-3 (Comm In) 16 -4 (Comm In) T13-4 (Comm In) 16 -5 (Comm Out) T13-5 (Comm Out) le —s (Comm at) TB-6 (Comm at) INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL xTS 15nm) 2" (50mm) CONDUIT LIDS SHALL READ "TRAFFIC SIGNAL" r(50=4 - CO �= '(75nim) KNOCKOUT :: : '. KNOCKOUT FOR 4 "(100mm) MULTIDUCT OR MULTI-CONDUIT SYSTEM (HOT R UIRED FOR NO.5 PULLBOX) CLEAN CRUSHED ROCK SUMP, SEE (75mm) MIN. CONDUITS SHALL BE STD PLAN FMS -8 FOR ADDITIONAL SECTION B —B CAPPED IN PULL BOXES NO.5 PULLBOX WITH EXTENSION ¢ • PM (NO. 8 PULLBOX WITH EXTENSION SIMILAR - • • . • . , a • • ' • , . • ' • • • • i • • •• • • • v f R=4 MIN. INSTALL 28#(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND - KNOCKOUTS. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION 86 -2.05C 'INSTALLATION" OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. TRAFFIC SIGNAL INTERCONNECT. SHALL BE INSTALLED ALONG ALL ARTERIAL STREETS AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATION MASTER PLAN. MULTI —DUCT CONDUIT IS REQUIRED ON ALL SONET BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICATION MASTER PLAN SWEEP TO PULLBOX M NOTE: TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED- AT GUTTER UP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA, INTERCONNECT CONDUIT DETAIL �gOFESSION rsi No. 35473 � � 9/30/15 ] -'_0I E CHI 0 10 ROBERT E. SMITH RCE 35473 �: i' a S I N C G R P O R A T E D TRACT No, 61nj* INTERCONNECT CONDUIT DETAIL SHEET 5 OF 5 SHEETS