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HomeMy WebLinkAbout5.1-12201m STANDARD NOTES 1. ALL CONSTRUCTION WORK AND IMPROVEMENTS SHALLBE PERFORMED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND AS DIRFCTFD BY TEL CITY ENGINEER. 2. PAVING FOR STREETS SHALL BE AS NOTED ON THE SECTIONS SHOWN ON SHEETS 3 & 4 OF THIS DRAWING SET. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. ST -13. 3. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B STD 1-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B STD T -I 4. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH SEWER LATERAL. 5. INSTALL ADDITIONAL #3 112 PULL BOX FOR STREET LIGHTS AT P.G.&E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM Or 6" THICK. 6. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 7. WARN ING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS RICO SERIES BOLT AND VANDAL PROOF PUT ASSEMBLY, OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK 5" FROM BACK. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED INTIHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SNAIL RF POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557-02CL. 10. SURGRADE PREPARATION: THE CONTRACTOR SHAH FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE NTH THE CONTRACT PLANS, CITY REQUIREMENTS, AND STANDARD SPECIFICATONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTH ASTM D-1557-02CL. 11. COMPACTION TEST NOTE: COMPACTION TEST SHALL BE THE RESPONSIBE - ITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND ALLOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 12. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT, CONTACT THE CONSTRUCTION DIVISION AT (661) 326--3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE --CONSTRUCTION CONFERENCE. 13. 24 HOUR INSPECTION NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DIVISION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE INSPECTION DIVISION MAY BE NOTIFIED AT (661) 326-3049 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. CON' TRAFFIC 7 OL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S IR IR "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR THE START Or ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. 15. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES, LEO TER EC1 FURU LOY SERIES, COLL XSP / XSPR SERIES ANN OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 16. THE LOCATIONS OF EXISTING UTILELFS AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 1T. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE )MIN THE CITY STANDARDS. I& THE, CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE OTT ENGINEER. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT OF UNITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, AND THE CITY OF BAKERSFIELD HARMLESS FROM. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/ENGINEER/CITY OF BAKERSFIELD. SO, NO PUBLIC WORKS INSPEC7IONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 21. SURFACE MARKERS FOR SEWER I.ATERAIS SHAIA BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SAV -1., UNLESS OTHERWISE NOTED ON PLANS. 22. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 23. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 24. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS Or THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 25. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 26, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 27. COMPACT TO 95% FUL PAVEMENT SECTION TO AT LEAST 1.0 FOOT UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. 28. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION IN PARKS DEPARTMENT 29. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 30. NOTE TO STAMP A "C" ON THE TOP OF CURB OF MEDAN OVER EACH CONDUIT LOCATION. 31. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 32. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO C2j WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-212 -2444) IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (POCKS), A -NOTICE Or INTENT" (NOT) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE ]HE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WQD) NUMBER 505311-5F15W003982 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. I Xl :-d-N f9 Know what's below Call s, 11 before you dig A, CONTRAC70R SHAH CONTACT imi PON LOI OF AU UUTHIES, AT LEAST 72 HOURS PRIOR TO CONSTRUCTION I iiii , � I k L I TEMPORARY BASIN "A2" TEMPORARY BASIN "A1" (D I LIST OF ESTIMATED MATERIALS ESTIMATED QUANTITIES, HOT TO BE USED FOR BIDDING PURPOSES ITEM QUANTITY UNIT ARTERIAL STREET 825 LF REMOVE EXISTING PAVEMENT 18250 SF SAWCUTTING CASE A HANDICAP RAMP 100 WATT LED STREET LIGHT STREET PAVEMENT 1650 4 I 1625 OF EA EA TONS AGO. BASE 981 CY SUBGRADE PREP 48150 SF TYPE B CjRBD CUTTMIR TYPF_M­IiEFAi� ETR6__ 735 1520 LF HE 5.5' COMBINATION SIDEWALK (4" THICK) 4150 SF MEDIAN TREATMENT 4490 SF �, 2 90IIIIU� KEY MAP 1"=80' 1 COVER SHEET 2 NOTES & TYPICAL SECTIONS 3&4 PLAN & PROFILE HEATH ROAD 5 SIGN & STRIPING PLAIN 6 DETAIL SHEET TO TOP OF CURB ACD ASPHALT CONCRETE DIKE MIN MINIMUM FL FLOWLINE ELEV. DEP. DEPRESSION MAX MAXIMUM TG TOP OF GRATE NO. NUMBER RD ROOF DRAIN GO GRADE BREAK STD. STANDARD TYR TYPICAL FG FINISH GRADE TW TOP O_ WALL ELEV. NOR NORMAL RG ROUGH GRADE NTS NOT TO SCALE STA. STATION FS FINISH SURFACE CB CATCH BASIN CIE CENTERLINE INV INVERT OF PIPE AG ASPHALTIC CONCRETE FP FINISH PAD ELEV. AD AGGREGATE BASE BCR BEGIN CURB RETURN GONG CONCRETE ECR END CURB RETURN CY CUBIC YARDS EP EDGE OF PAVEMENT ELEV ELEVATION CITY RECORDS NO: STOCKDALE RIVER VILLAGE, ULC. PO BOX 20247 BAKERSFIELD, CA. 93390 (661) 538-2200 AM4110=111111 RUETTGERS & SCHULER 1800 SOLD STREET, Ste 260 BAKERSFIELD, CA 93301 [AN J. PARKS (661) 327-1969 BASIS OF ELIEVATIC NST TOP OF CONCRETE MONUMENT AT STATION 20+00.00, SE CORNER SECTION 33, T.29S., R.26E., M.D.B.M. PER MAP NO 7-1 BK. 5, P& 200, 29/26 ELEVATION: 348.52 NAVD 33 BASIS OF ARI Ba THE BEARING OF NOD'31'50"E AS SHOWN FOR THE EAST LINE OF SECTION 33 AND THE CENTERLINE OF DEATH ROAD AS SHOWN ON PARCEL MAP NO, 4443, FILED IN PARCEL MAP BOOK 19, PAGE 200 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. A OF DISTURBANCE 1.70 ACRES CITY OF BAKERSFIELD STANDARDS ST -1, ST -2, ST -4, ST -8, ST -12, ST -13, ST -23, ST -24, T-2 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Or THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING ENGINEER SHALL NOT BE RESPONSIBLE FOR 1111 ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. =fiNM*1_af=F=_ff�kj M I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF ]HE ADVISORY AGENCY OR OTHER REVIEW BOARD, AM RESPONSIBLE FOR ALL CALCULATIONS ADD DRAWINGS ON THESE PLANS ANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY, iAN J. v PE NIT 58155 REVIEWED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR RCE 61069 p -j -F , DATE EXP. 06-30-20 aL. m REVIEWED BY: STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE RICE 44898 REVIEWED BY: TRAFFIC ENGINEER ,V/11,0? DATE I 0 0 INS Hew 0 AD 0, C1 0 AN n zr n 0 0 0 I 0 A.C. PAVING TESTING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 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 SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR STEAMREFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH 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 D2041. THE ASPHALT CONCRETE MIX 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 THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01 , "SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE 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 OF ASPHALT CONCRETE IS 0.15 FOOT OR 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 BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED 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 OPERATION RESUME. 12. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 13. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED. AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 14. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 15. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 16. 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 GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 17. IF ABRASIVE GRINDING IS USED TO BRING TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION", OF 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 EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 18. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION 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 CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 19. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. RW I_ 4-1 SLOPEMAX I 5.5" SIDEWALK TYPE B CURB & GU FIER RW I_ 4: 1 SLOPEMAX I 1, 5.5' SIDEWALK - TYPE B CURB & GUTTER RW I 4: 1 SLOPE MAX 1 I 5.5' SIDEW LK - TYPE B CURB & GUTTER T.1"=a5 R VALUE = 50 55' P.G./FL VARIES EXISTING EDGE) OF PAVEMENT 0.45' NMA (TYPE A) 0.55' A.B. (CLASS 1/) 25' LIMIT OF COMPACTION 959 OF THE MAX DENSITY AS DETERMINED BY ASTM 1557 55' LSd RW ' V I -5, I 7' 2' SA WCU T JI I I EXIS77NG TYPE M MEDIAN CURB ROADWAY EXISTING PAVEMENT STA: 27+45.42-28+25.00 HORIZ 1"=10' HEATH ROAD VERT. 1 "=5' 69'-56' 60'-56' VARIES 41.5'- P. G. IFL 1.5'P.G./FL VARIES /1.5-2,37 EXISTING EDGE OF PAVEMENT 0.45' NMA (TYPE A) 0.55' A.B. (CLASS 11) 25' LIMIT OF COMPAC77ON 959 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 SEE BELOW RIGH r RW I 1 - Z J I `TYPE M MEDIAN CURB EXISTING ROADWAY EXISTING PAVEMENT * MEDIAN TURN POCKET STA: 24+91.75-26 P 40.57 2.85'LT-5.56'LT STA: 23+32.96-26+44.87 HORIZ I"=10' HEATH ROAD VERT. 1"-5' 61' P. G/FL VARIES 1 2.0-2.59 -- rs.��Yra��H�,re�a OF PAVEMENT 0.45' HMA (TYPE A) 0.55' A.B. (CLASS !I) 2.5' LIMIT OF COMPACTION 959 OF THE MAX DENSITY AS DETERMINED BY ASTM 1557 9 4 I RW 38' TYPE M MEDIAN CURB I �2' SAWCUT Y� EXISTING PAVEMENT STA: 20+83.82-22+38.99 HORIZ. 1"=10' HEA TH ROAD VERT. 1 '=5' I I EXISTING ROADWAY RW 30, I 10' 2SAwcur h 2.09 -------- I--III 2:1 SLOPE 1 I I MAX EXISTING EDGE EXISTING RETENTION DITCH 2:1 OF PAVEMENT ROADWAY SLOPE HW EL=34784 MAX 0.45' HMA (TYPE A) BOTTOM EL=346.34 0.55' A.B. (CLASS ll) 2.5' LIMIT OF COMPACTION 959 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 55' n RW STA: 30+ 15.00-32+ 10.00 HORIZ 1 "=10 HEATH ROAD VER r. 1'-5' RW 3 I 30' 17' 10�I 55' 45' 2' SAWCUT I VARIES i. - - EXISTING EXISTING EDGE OF PAVEMENT ROADWAY -0.45' NMA (TYPE A) 0.55' A.B. (CLASS Il) 2.5' LIMIT OF COMPACTION 959 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 STA: 28+25.00-30+15.00 HORIZ. 1"=10' HEATH ROAD VERT 1"-5' CITY RECORDS N0: E NO. 2 r c� NO M Is•l � N C s�CA CA O M C, Y m_ E NO. 2 CONSTRUCTION NOTES 30' i � I cu 7 S S \ Opp c d \ J? c I g � ISI 20+83.82 10.00'LT 7\AC ELEV=349.13 7 LVT/L /.VV RI AC ELEV=349.25 ��- . O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER 7.9 LF STA 22+68.99 91.00'LT 0'LT 2 (DOTA ° STA 20+83.82 61.0 ECR R W 2 STA 22+38.99 61.001T5 < / BCR CTOR LOOPS RIGHT TURN 749.09 AC ELEV=349.26 \V AC ELEV=3 20+76 13.00'RT 10 20+00.00 AC ELEV=349.12 s REPLACE DETECTOR 0. rL MON SE COR SEC. 33 29/26 CONNECT NEW LOOPS DAMAGED BY 9�o FOUND K.C.S. CONC. MON. W/ BRASS I DETECTOR LOOP EXCAVATION ,r2 CAP MKD. FOR COR. PER FILED MAP CONDUCTORS TO 7-1, BK. 5, PG. 200, EXISTING CONTROLLER BENCHMARK ELEV=348.52 /X� - - - - - __-- 01 CONSTRUCT PAVEMENT (0.45' HMA/ 0.55' AB CLASS II) O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER 20 CONSTRUCT TYPE "B" CURB PER COB STD PLAN ST -1 ® CONSTRUCT PCC CONCRETE MEDIAN TREATMENT PER COB L-12 O3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2 O9 INSTALL 100 WATT LED STREET LIGHT PER COB ST -23, 24. 28.04' 86'08'12" STANDARD 5.5' COMBINATION SIDEWALK 47.67' -o- STREET LIGHT # FD13 OCONSTRUCT 4 PER CITY OF BAKERSFIELD ST -5, PROPOSED 10 CONSTRUCT 4' ASPHALT V -GUTTER, 2" THICK OCONSTRUCT 90'00'16" CASE A CURB RAMP PER CALTRANS 11 CONSTRUCT MEDIAN MOWER RAMP PER DETAIL C ON COB L-12 178'15'50" STD PLAN A88A 3.14' 1.00' INFINITE ©CONSTRUCT C8 TYPE "A" HMA DIKE PER CALTRANS STD 60.00' 20.29' 37'21'35" C9 PLAN A87B 2.00' 0.71' 39'05'45" C10 SEE SHEET 6 FOR TEMPORARY BASIN "Al" BOTTOM EL=346.04 I I I I 7.4 LF STREET RIGH -OF -WAY DEDICATION PER DOCUMENT NO. 219044642 23+04.99 91.00'LT 2 L LTAPER 0'LT 24�R/W STA24+54:99 52.82'LT 2 END TAPER 16'x90' BAY TAPER AC ELEV=348.94 AC ELEV=348.46 �- AU tLtV=646.4U v 22+70 15.00'RT s STA 24+01.75 12.79'RT TO AC ELEV=348.67 3 BEGIN==348.42 AC EL 24+T 7 AC HEATH ROAD l►<olll=p� 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTRUCTION HOUR(S) IF APPLICABLE. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE CURVE TABLE CURVE LENGTH RADIUS TANGENTI DELTA Ct 6.28' 2.00' INFINITE 180'00'00" C2 47.12' 30.00' 30.00' 89'59'44" C3 45.10' 30.00' 28.04' 86'08'12" C4 47.67' 30.00' 30.55' 91'02'14" C5 47.13' 30.00' 30.00' 90'00'16" C6 3.74' 1.20' 79.37' 178'15'50" C7 3.14' 1.00' INFINITE 180-00'00- C8 39.12' 60.00' 20.29' 37'21'35" C9 1.36' 2.00' 0.71' 39'05'45" C10 18.85' 6.00' INFINITE 180'01'36" 2:z:> -x -a 0 10 20 40 Horiz. 1"=20' Vert. 1"=2' CITY RECORDS NO: ylN0 6 O 4 U 'c iV � Y I O Z h Z 0 d O 2 O HI FLI y U , u> N -� 10 ✓ - M g y 00m'0 I ct Si 8 Lu L Q o 0 QQ Ad m Na 3 6 O 4 iV � Y I O Z h Z Na 3 li U CONSTRUCTION T LENGTH _ --___-- (1 CONSTRUCT PAVEMENT (0.45' HMA/ 0.55' A8 CLASS II) 7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER �2 CONSTRUCT TYPE "B" CURB PER COB STD PLAN ST -1 ® CONSTRUCT PCC CONCRETE MEDIAN TREATMENT PER COB L-12 U33� CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2 l°:'l INSTALL 100 WATT LED STREET LIGHT PER COB ST --23, 24. C3 STANDARD EWALK RC T { 86'08'12" PERCONSTRUCT CITYOFBAKERSFIEL.D ST -5, PROPOSED 10 CO JSTRUD 4! ASPHALT V-CUTTER, 2" THICK U E A CURB RAMP PER CALTRANS COD PLAN 11 CONSTRUCT MEDIAN MOWER RAMP PER DETAIL C ON COB L-12 30,00' A88AUCT 90'00'16„ C6 06 CONSTRUCT TYPE "A" HMA DIKE PER CALTRANS STD 79,37* 178'15'50" _ C7 C8 PLAN A87B 1.00' 60,00' INFINITE 20,29' CURVE LENGTH RADIUS TANGENT DELTA Cl 6.28' 2.00' INFINITE 180'00'00'° C2 47.12' 30.00' 30.00' 89'59'44" C3 45.10' 30.00' 28.04' 86'08'12" C4 47.67' 30.00' 30.55' 91'02'14" C5 47.73' 30,00' 30,00' 90'00'16„ C6 3.74' 1.20' 79,37* 178'15'50" _ C7 C8 3.14' 39.12' 1.00' 60,00' INFINITE 20,29' 180'00'00" 37°21'35° C97.36' 2.00' 0,71' 39'05'45" C10 18.85' 6.00' INFINITE 180'01'36" 26--00 -- 318 28+26.0 28 00'LT� - --.... r, GRADED DITCH Cl _EV =34778 '✓' 28-i-25.0 10.0'LT 0 f R/W LEV=348.07 .0.06..... .. C. 28+25.0 27.001T m 29+00 N00'31'50"E 30+00 " (3}L 35' TYR 50p: RTS 3 TREES 14 _.. J 90' LANDSCAPE AREA 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTROCROI HOURS) IF APPLICABLE, 2 C.ONIRACTOR SHAT L. VFRIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE. tY 1 i F ii STA. 0 FG EL —1 _ R LLJ > > LEI, A PROFILE, GRADE LINE GRADE AT FL w 29+00 N00'31'50"E 30+00 " (3}L 35' TYR 50p: RTS 3 TREES 14 _.. J 90' LANDSCAPE AREA 1. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD CONSTROCROI HOURS) IF APPLICABLE, 2 C.ONIRACTOR SHAT L. VFRIFY LOCATION OF ALL UTILITIES AND COORDINATE THEIR RELOCATION OR ADJUSTMENT IF ANY ARE APPLICABLE. �7lwsrtganaresi�:.�,a� r:€CB:en::+nar;.7i:t:J31:13�a��J�ERx4."3alV�il:�+uC7�[•lC9R n i i STA 52+94.5 21.5'LT� FG ELEV=346.34 PROTECT EXISTING FENCE IN PLACE T, �s _ T 2:1 T RETENTION DITCH BOTTOM EL=346.34 2:1 .. i R/W 33+22.58 FOUND K.C.S. CONC. MON. --r W/ BRASS CAP MKD. FOR BE COR. TRACT NO. 3833 AND 1/16 CORNER PER K.C.S.F.B, 1160, PG. 73, ELEV=348.43 MATCH JFG 30+202.2 23.3'LT ALONG RX/WTING ELEV=346.34 11 Lij 0 10 20 40 ;oriz. 1"=20' Vert. 1 "--2' 'cd- l)'�)rJF CITY RECORDS NO: I R Q _. APPROX EXIST. __. w > > PROFILE, GRADE LINE GRADE AT FL w w w w w _ PROFILE GRAD ELINE �- 26+00 27+00 28+00 �7lwsrtganaresi�:.�,a� r:€CB:en::+nar;.7i:t:J31:13�a��J�ERx4."3alV�il:�+uC7�[•lC9R n i i STA 52+94.5 21.5'LT� FG ELEV=346.34 PROTECT EXISTING FENCE IN PLACE T, �s _ T 2:1 T RETENTION DITCH BOTTOM EL=346.34 2:1 .. i R/W 33+22.58 FOUND K.C.S. CONC. MON. --r W/ BRASS CAP MKD. FOR BE COR. TRACT NO. 3833 AND 1/16 CORNER PER K.C.S.F.B, 1160, PG. 73, ELEV=348.43 MATCH JFG 30+202.2 23.3'LT ALONG RX/WTING ELEV=346.34 11 Lij 0 10 20 40 ;oriz. 1"=20' Vert. 1 "--2' 'cd- l)'�)rJF CITY RECORDS NO: I R Q LEGEND: (�X - STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 XX - SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 2012 - INSTALL SIGN EXIS flNG SIGN ® - 12" WHITE PAVEMENT MARKING - TYPE 1V (L) or (R) ARROW (TYP) NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. INSTALL TYPE III BARRICADE ACROSS THE DRIVEWAY WIDTH AND INSTALL OM4-3 OBJECT MARKER INSTALL TRAFFIC INSTALL TRAFFICINSTALL BIKE LANE MARKIN SIGN R26 SIGN R7-9 40'DfW CAMUTCD FIGURE 9C -3B -INSTALL TRAFFIC INSTALL BIKE LANE MARKINGS � � � \ SIGN R26 CAMUTCD FIGURE 9C -3H j I / INSTALL TRAFFIC j { SIGN R7-9 39 I + 39 ip u, cv INSTALL TRAFFIC ui SIGN RG-IR v + i 27+00 r , N N IV �Y 26+C0 f r N00'31°50"E .____— ----.— 28+00 =. i 1 -INSTALL TRAFFIC SIGN R4 -7c - - 100' 4-- -I— + 29+00 J 90' SAY TAPER INSTALL TRAFFIC SIGN R26 200' SPACING TYP. - - - t RtW - - t EP '++- + — { R/W �EP m EP O 276 + 30+00 _ + 22 Ld a m INSTALL TYPE It BARRICADE ACROSS THE DRIVEWAY WIDTH1 INSTALL OM4-3 OBJECT MARKER h -I— + 29+00 J 90' SAY TAPER INSTALL TRAFFIC SIGN R26 200' SPACING TYP. - - - t RtW - - t EP '++- + — { R/W �EP m EP O 276 + 30+00 _ + 22 Ld a m INSTALL TYPE It BARRICADE ACROSS THE DRIVEWAY WIDTH1 INSTALL OM4-3 OBJECT MARKER INSTALL TRAFFIC SIGN R26 < /_ 12Do1 CITY RECORDS NO., iJJ 9 J Y y 1 IAJ / 3 INSTALL TRAFFIC SIGN R26 < /_ 12Do1 CITY RECORDS NO., iJJ 9 CONSTRUCT N NOTES -- I._ . 0�';� CONSTRUCT 4' ASPHALT V -GUTTER, 2" THICK SEE SECTION C BELOW APPROXIMATE LIMITS OF TEMPORARY DRAINAGE BASIN - 4:1 DAYLIGHT TO EXISTING TYP. TEMPORARY BASIN "A2" BOTTOM EL=346.64 SEE SHEET 4 'FOR HEATH ROAD RfW ¢IMPROVEMENTS Y R/W. lo_�'e APPROXIMATE LIMITS OF TEMPORARY DRAINAGE BASIN - 4:1 DAYLIGHT TO EXISTING TYP. SEE SHEET 3 FOR HEATH ROAD IMPROVEMENTS i f i 10.7 LF R/W TEMPORARY FLOWAGE ANT DRAINAGE RECORDED AS DOCUMENT 219044035 Ian �R/W, 4' 2 2 _MATCH EXISTING `" MATCH EXISTING -1 I F -I1 I-II I \\ -1I S_=I I I -1I I 2" THICK ASPHALT OVER 6" NAT. GRD. COMPACTED TO 90% ,Kd'� I 'WGUTTER NO SCALE FINISHED TOP OF SLOPE DAYLIGHT VARIES TYPICAL NO SCALE ►, TEMPORARY BASIN BOTTOM TOP OF SLOPE a E DAYLIGHT { TEMPORARY q,Ep,X MATCH EXISTING BASIN BOTTOV E_1IC!11-111 711F=-IIE-1I TEMPORARY BASIN "Al" '� BOTTOM EL=346.04 A „w � o N— 70' p q o SEE SHEET 3 FOR HEATH ROAD IMPROVEMENTS i f i 10.7 LF R/W TEMPORARY FLOWAGE ANT DRAINAGE RECORDED AS DOCUMENT 219044035 Ian �R/W, 4' 2 2 _MATCH EXISTING `" MATCH EXISTING -1 I F -I1 I-II I \\ -1I S_=I I I -1I I 2" THICK ASPHALT OVER 6" NAT. GRD. COMPACTED TO 90% ,Kd'� I 'WGUTTER NO SCALE FINISHED TOP OF SLOPE DAYLIGHT VARIES TYPICAL NO SCALE ►, TEMPORARY BASIN BOTTOM TOP OF SLOPE a E DAYLIGHT { TEMPORARY q,Ep,X MATCH EXISTING BASIN BOTTOV E_1IC!11-111 711F=-IIE-1I E, —.--- 348— 48 mo '� N n 0 „w � o N— p q o w L O Qy 0 oU' m (V E, —.--- 348— 48 TEMPORARYBASIN "l" oU' CITY RECORDS ,NO., m