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6.1-1841
A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE: OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED; ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02. "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED 167TH 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. 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 UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON M41CH 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 DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 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. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE 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 HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 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 ADD ZONAL 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 BONG BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 V44EN GABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE. SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, APPEARANCE. A REQUIREMENTS IN THE FIRST PARAGRAPH AND ABRASIVE GRINDING SHALL L CONFORM TO THE 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE1CAB) CONFORMING TO SECTION 200-2.2 OF THE GREEN BOOK BASE MATERIAL FOR LOCAL STREEETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE GREENSOCK WATCH ALLOWS UP TO SOX OF THE WLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE. LEAN CONCRETE BASE. CEMENT 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 FOLLOWNG: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE. THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN FOOT ABOVE OR B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) RS TO BE PLACE ON THE GRADING PLANE, THE GRADNG PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE CITY ENGINEER. 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 LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFrIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 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 OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY" AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 9_T$.TiNL1R HAN 92 PERCENT OR GREATER :TOR WILL BE ADVISED THAT THE MATERIALS OR PROCEDURES OR IN-PLACE E THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96X, 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. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 95% COMPACTION AT LEAST 1 FOOT UNDER AND ON EACH SIDE OF CROSS GUTTERS & COMMERCIAL DRIVE APPROACHES. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN HERON ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION &. PARKS DEPARTMENT. A.C. PAVING TESTING NOTES (CON1. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHWRD CONDITIONS G CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. STAMP A "C" ON THE TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. WITH THE EXCWIION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. MAXIMUM SLOPE RATION FROM BAC( OF SIDEWALK TO FACE OF WALL OF STRUCTURE SHALL BE 4:1; EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE Ott ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER MEIHCO TO PREVENT EROSION ONTO THE SIDEWALK. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA, DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING STANDARDS AS ADOPTED BY C.O.B. SHALL BE CONSIDERED PART OF THESE PLANS - ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS ST -4 STANDARD DETECTABLE WARNING ST -5 STANDARD COMBINATION SIDEWALK ST -6 STANDARD DRIVE APPROACH ST -10 STANDARD CURB RAMP ST -11 STANDARD PAVEMENT PATCHES ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS T-1 STANDARD STREET SIGN POST STYLE A88A CALTRANS, 2015 EDITION HANDICAP RAMPS L-12 STANDARD LANDSCAPE WITHIN MEDIAN 3. PAVEMENT PAVING FOR PANAMA LANE SHALL BE: 0.45' ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE OVER 1.60' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. ® TO BE INSTALLED OO EXISTING 4. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B.'STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.0.8, STD. T-1 -O- INSTALL STANDARD STREET LIGHTS, 5000 LUMEN PER C.G.B. STD. ST -14. 5 -a- INSTALL STREET UGHTS, 9500 DINER PER C.0.8. STD. ST -14, STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.Q.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK AS NOTED ON PLANS. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S )INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL 9 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE PONT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. ALL MANHOLE AND LAMPNOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. 12, WARNING/REGULATORY SIGNS: 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 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK, 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN 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 SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE HALL B FURNISHED AND PLACED IN ACCORDANCE WITH S E CE THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED Y TOLICANCES. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY ACCORDANCE IT AND COMPACTED TO 9596 OF THE MAXIMUM DRY DENSITY M ACCORDANCE IMTH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPEOFICATONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557, 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKALLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGH( -OF -WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049. 18. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOWS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EUMINATON SYSTEM (NPM), A -NOTICE OF INTENT- (NO) TO COMPLY %LTH 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-OD14-DWQ AD ORDER 2012-DOW-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH 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 IDENOFICARON (WTD) NUMBER 5F15C385534 HAS BEEN ISSUED BY IHE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 20. LUMINAIRES SHALL BE SOLID STATE UGHT EMITTING RICDE WITH TMST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LID STREET LIC -HT SPECIFICATIONS. 21. ANY WORK CONNECTION TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WALL REWIRE AN ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT, 22. INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS. 23. ANY ITEMS IN THE PUBLIC RICHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/0R UPGRADING AS PER THE CITY ENGINEER. 9#zW "III, TOP OF CONCRETE MONUMENT IN LAMPHOLE MARKED R.C.E. 17564, LOCATED 150 FEET EAST OF THE CENTERLINE INTERSECTION OF CASTLEFORD STREET AND PANAMA LANE. ELEVATION = 362.82 (U.S.G.S. DATUM) THE BEARING OF N 00'3542" E SHOWN FOR THE EAST LINE OF THE NORTHEAST QUARTER, OF SECTION 26, T. 30 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON CANNER DEVELOPER SAFE 1 CREDIT UNION DBSI 1400 MILL ROCK WAY 6950 WEST MORELOS PLACE BAKERSFIELD, CA. 93311 CHANDLER, AZ 85226 CONTACT: DAVID KING CONTACT: SHAWN CLOW PHONE: (661) 327-3818 PHONE: (602) 264--7263 McINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT. ROGER A. McINTOSH PHONE: (661) 834-4814 APN. 515-032-49 LEGAL DESCRIPTION: LOT "A" OF LOT UNE ADJUSTMENT NO. 07-1757 PER CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 14, 2018 AS DOC. NO. 0208177916 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER, NOTES: NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. SHEET TITLE 1 COVER SHEET 2 PANAMA LANE STA. 22+80.80 CL. -STA. 27+54.85 C.L. SAFE 1 CREDIT UNION 3601 PANAM"A LANE • AKERLSFIELD, CA 93312 S.P.R. 01811MW 0144 LIST OF MATERIALS r,,-1 2 IN L.H.- �sar.m...m...m.......m... ................ S9903 0 'E 1 !� PANAMA LANE N. UNE OF SEC 26, 30/27 ITEM FOR ONSITE: UNIT -1 LANE - 1. A. PAY C_+ OVERLAY _ TONS 14 SID DSI A CLASS 11 AGC. BASE CUYD 62 3. SUBGRADE PREPARATION CUYD 186 4. 6 CURB AYD GUTTER LF 54 5. CO DIFIED V_GUT"tER - 6 'NICK SOFT 3887 6. SIDEWALK. SOFT 1463 7. HANDICAP RAMPS EA 2 8. MEDIAN CURB LF 572 9. SAWCUT LF 529 10. COMMERCIAL DRIVEWAY SFT _ 156 11. A.C. OVERLAY GRIND SOFT 879 12. STRIPING DETAIL 38 LF 258 73. STRIPING D° FAIL 39 LF 125 14. SIGNS EA 4 15. _ STREET CL GTH OF 474 16. MEDIAN STAMP CONCRETE SOFT 1267 ., 2 IN L.H.- �sar.m...m...m.......m... ................ S9903 0 'E 1 !� PANAMA LANE N. UNE OF SEC 26, 30/27 LOT "B" L.L.A. NO, 07-1757 AREA KEY MAP 1"=50' CJ DENOTES SHEET NUMBER FD, STONE WITH "+" AND A✓p �/'+. v0 PLANZ ROAD L PROJECT WHITE 13 ANEIBQC DRILL HOLE IN L.N. FOR )VET BY: ri t LOT SID DSI A MON. < E 29 N0. 07-1757 27 0 13 0 6e 10 I O 7_:IS' ♦ S89'08'25"E DYED EI �939.99 DATE HEN I f � LOT "B" L.L.A. NO, 07-1757 AREA KEY MAP 1"=50' CJ DENOTES SHEET NUMBER FD, STONE WITH "+" AND A✓p �/'+. v0 PLANZ ROAD L PROJECT WHITE 13 ANEIBQC DRILL HOLE IN L.N. FOR )VET BY: N.E. CDR. SEC. 26, 30/27 DATE MON. < E 29 � 28 O 27 0 13 0 6e 10 F O 7_:IS' ♦ S89'08'25"E DYED EI �939.99 DATE HEN RD, 3d f INK G RD. 1 0 I a d S GRBE4LLD F--H� I �� 719 if 1 W F1 IIJI Ir Y Q �J NI R P r ® cs p o / J n m m w i z w�caw ' N V / IR z � L :2 $ N. C.O.R. CONC. MON IN LH . FOR E. 1 / COR. EC. SEC, 26, 30/21 NOTE: 1. PRIOR TO 111E START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: - �'' "` -1/13 /17 TRAFFIC ENGINEER 8 9 11 1I L_ 12 7 L A✓p �/'+. v0 PLANZ ROAD L PROJECT WHITE 13 ANEIBQC 4 '1 �� _ IP�HEco Ro )VET BY: ROGER A. McINTOSH R.C.E. 33322 DATE < E 29 � 28 O 27 0 13 0 6e 10 F 7_:IS' ° k I DYED EI NICOLAS nDLER PUBLIC WORKS DIRECTOR DATE HEN RD, 3d R.C.E. NO, 61069 INK G RD. REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: - �'' "` -1/13 /17 TRAFFIC ENGINEER 8 9 11 1I L_ 12 7 L A✓p �/'+. v0 PLANZ ROAD L PROJECT WHITE 13 ANEIBQC 4 '1 �� _ IP�HEco Ro 20 a T30 827E 23 I f Wil- FAIRVIEW 22 '�NE4 < E 29 � 28 O 27 0 13 0 6e 10 F M CU. p HEN RD, 3d iM25 HOS -i 35 INK G RD. m a N McK' i RO. GRBE4LLD F--H� I �� 719 if 1 W F1 IIJI Ir Y Q VIC I TY MAP NO SCALE 16 Know what's below. Call before you dig. STREET CONSTRUCTION NOTES: TAPER DATA NO.01 / \ U1 SAWCUT EXIST. PAVEMENT 2' BACK OF UP OF GUTTER PAN OR AS DIRECTED BY ENGINEER. �2 CONSTRUCT TYPE "B" CURB & GUTTER PER CITY OF BAKERSFIELD STANDARD DETAIL ST -1. ® CONSTRUCT MODIFIED V -GUTTER PER STREET DETAIL "B°. ® CONSTRUCT ADA CURB RAMP PER CITY OF BAKERSFIELD STANDARD DETAIL ST -10. CONSTRUCT 5.5' COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD DETAIL ST -5. 06 INSTALL TYPE "Mi" MEDIAN CURB - TACK ONTO EXISTING q STATION q OFFSET 22+80.60 48.00RT 22+85.80 48.OBRT. 22+90.80 48.31RT. 22+95.80 48.69RT. 23+00.80 49.22RT. 23+05.80 49.91RT. 23+10AO 50.75RT. 23+40.80 56.25RT. 23+45.80 57.09RT. ! 23+50.80 57.78RT. 23+55.80 58.31RT. 23+50.80 58.69R1'. 23+65.80 1 58,92RT. 23+70.80 59.00RT. p• 1s I 0 VARIES 3 < ! MEDIAN AFTER D -s' a J ` -ON ---OH --OH- AFTER AC LAYER z 1111 j rr -oil < - - o I- t- --GH n \\ v r;. _ - _.oH _.._ - off 6 MEDIAN CURB I L5Xi I c3 < _ _ ___ ______ __ + (0.1 s + 8 O 5 MIN) '- AC OVERLAY- - N Z ]/ m m o d ti r EXISTING PAVEMENT _/ ¢ Q Ci N 6' Y h P O�L pN[ W I w O. 0 N V I SECTION TO REMAINEY \ `D 12 _._ 6 --oli- IL__-..-oiF -- olo--.-. GICi...-�..- a z ri 23+00 N89'0B'25*W 24+00 ®+ 12 - Qi INSTALL TYPE °Mi° MEDIAN CURB ON EX. A.C. PAVEMENT. _5+00 m N _ -- L i-^ _ _ _ ®- _F-.®-- Z6+oO .,.,. OOn OPER IXad COLD I` 84':. C. OVERLAYRPRO:EDURES. o <r C3 A4-} & N i 73 2 6 I 1 - TA MEDIAN CURB PAVEMENT -SEE DETAIL A \ I w �, - 3 CK ON NEW Mtn Ar N - � 5_� A.C. OVERLAY. � al- - '-Val-. 12 .EXIST. 'R6-7" 7 CONSTRUCT DRIVE APPROACH PER CITY OF BAKERSFIELC TAPER DATA NO.E] \ I I ---�L --- �a�------oll_-...----..al-.�I STANDARD ST -4 WITH ADA PEDESTRIAN WALKWAY PER --01`- DETAIL "C". �B REMOVE EXISTING CURB & GUTTER, AND SIDEWALK O EXISTING UTILITY LINES AND VAULTS TO BE RELOCATED BY OTHERS. ADJUST TOP OF UTILITY VAULTS TO FINISHED GRADE IF NEEDED. 10 PANAMA LANE PAVEMENT; 0.45' A.C. OVER 0.45' AGG. BASE OVER 1.60' COMPACTED O.G. TO 95% RELATIVE DENSITY. 11 CONCRETE PAVEMENT: 0.50° CLASS "3" CONCRETE OVER 0.50' AGG BASE OVER CL STATION q OFFSET 24+83.42 7.00RT. 24+88.42 &92RT. 24+93.42 6.67RT. 24+98.42 6.25RT. 25+03.42 5.67RT. 25+08.42 4.92RT. 25+13.42 4.00RT. 25+43.42 2.00LT. 25+48.42 2.92LT. 25+53.42 3.87LT. 25+58.42 4.251-7. 25+63.42 4.67LT. 25+8&42 4.92LT. 25+73.42 5.0oLT. c_-.._ _o-, 4'_GAS A.P.-SAWCUT I - -.� TYPE x n A.P.-SAMWT i_. ___ -- o --- „ -STA. 25+71.28 C.L. 44.08 RL A 1 1 rE �1 MEDIAN CUfA17 STA. 22+80.80 C.L. 44.09 RT. \ - -_--_ ...__---. ___.- - _____ - -_ "AP. -KP. - _--�-�-_ o__ • _ _-__h_ NOT TO SCALE ro a 1 -- - - -- -- --------------STA. 27+0422 1;,1- 40.28 RT. '- E%IST. STREET LIGHT \ 9 8 1 10 9 7 " 2 f 9 10 4P.-SAWCUT WJTRAFFL SIGN °R7-5" __-__, - ___ _. _� r.,a,,,- .___ _�_ ____ _T___ _ ___ _..__ ,STA 26+_4982 Cl._44.9d RL2 7 10 T' $ SEE pD791E �FSITE STREET -... -_ r-- ® _ _.�__- IMPROVENEDIT '-�'7 _ _ _ -�- Y -EXIST LANDSCAPE EASEMENT _ __ - - _ - IMPROVEMENT - i �- OVEM r_� 4_ _ ._ _I_ �tVAPoEsI� E .. NT Putty 85' EXIST. WALL - �- g - -_ _�__ _ CI _ r 12 12 '.r' �B 0•-11 �- 7 I J,ir __-s N 3 Ix I g '^ a o .�=om m N a q e" .n _ y- 1' •,1 6' VANES 2' 2' NEW R/W 4 Z 1< rc \oIt m Al 1.50 COMPACTED O.G. TO 95% RELATIVE DENSITY. �� $$ < w $ s $$ $ �! ---� 164' ow $$. '��x zft ( ' TRACT N®. 5528 / gS�od �O ww$ x m ;1�R �$ w�a a )f PAVEMENT w n n 1 z m e.i a 3 r, m o: < a N N 8 12 INSTALL TRAFFIC SIGN - "R3-1", °R4-7", "R5-1", "R7-9" m « +n F n e+ J �m$� fm 1 Jgw mm m ++ a oa / %0D NN N' +' N SS M.h en NN �< ++ W / w F_ I f„ N N �• h K 2 I V, Y 2 N N N N <m O Y r n NEW MODIFIED V-CUTIER- &"N-1" UNIT 1 / }$$dpi mm <g '<"<-'<' add ti� $o +`� T -o 2Sd zoZ�i�dd add 0i P! : EX. C//G ANDS TO BE i ©.B. 40, PGS. 155-156 tl L�Slmv LOT 9f�D7 b mN ¢<$ myL �< m�i In�aEmmmm I 0'o aS min REMOGID AND REPLACED TOPOGRAPHY LEGEND: �w�x �l ff 'f n 1 INSTALL DECORATIVE STAMPED CONCRETE PER C.O.B.CA.B. STANDARD L-12, E� _ i__ o m J T p I - ABBREMATIONS ® FOUND MONUMENT ASDESCYRIBED EASE@,�ENT LEGEND L.L.A. N0. 07-1757 ` w L.L.A. NO. 07i'i-1757 �1..MODIFIED V -GUTTER' TRI METER CURVE RADIUS LENGTH TANGENT DELTA SEE SAFE 1 CREDIT UNION EX. TYP. EXISTING TYPICAL SET PENNY TAG MID. i.S 4383 ON TCP OF CURB �i 55' WADE CITY OF BAKERSFIELD PUBLIC STREET EASEMENT PER DOC. No. 0206150823 O.R. PANAMA LANE GRADING PLAN NO. 18-40000056 ED. FOUND SET ROM WITH PLASTIC CAP MID. L.S. 4383 -C4 SPR NO. 018-0144 3.14' CENTERLINE DUSTING POWER POLE SECTION DE CN;X1 AflON• j',\ 10' WIDE PACIFIC BELL EASEMENT PER BK. 6710• STREET IMPROVEMENT) FOR ON-SITE IMPROVEMENTS GONG. SECTION `o/ PG. 2133 AND BK. 6714, PG, 1950 BOTH O.R. (STA. 22+80.80 C.L. TO STA. 27+54.85 C.L.) DWY. CONCRETE DRIVEWAY LETTER ��y- AD. O.H. CONCRETE ooER+iEAD OVERHEAD EXISTING TE EPHONE POE `--- _ _ --- _ _ -- _ 3 ADDITIONAL STREET RIGHT-OF-WAY TO BE SCALE: 1" = 30' HORIZONTAL U.G. UNDERGROUND EXISTING DOW GUY DEDICATED PER DOC. NO. 219013097, O.R. 1" = 3' VERTICAL SHEET WHERE SECTION IS SHOWN LS LANDSCAPE STING CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 2(A0D' 31.32' 19.VOOIV25" C2 20.OV 31.48' 20.c3 7.ar 21.99' -C4 1.00' 3.14' --- `Z NOT TO SCALE STRIPING LEGEND: EXISTING STRIPING TO BE REMOVED. ep CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE EXISTING ELEC CALPEDESTRIAN EASEMENT DEDICATED PER DOC. NO. CAL -TRANS TYPE N ARROW L.H. iAMPHOLE B.C. BRASS CAP EXISTING ELECTRICAL GROUND fiox 219008647, O.R. BIKE LANE W/PERSON PER CALTRANS M. MAP _.__ ._- -___ 2 ___ ___._ _._._. _..__ STD. PLANA 4C. P.M. PARCEL MAP EXISTING TRAFFIC slag ExlstxNG SEWER UNE 370 ^-_--.._... Y __. F <w 370 BIKE LANE ARROW PER CALTRANS PG PACE EXISTING STREET NAME SIGN EXISTING WATER UNE .. __-_ BK Boon - tW A NT A STD. PLAN A24A. O.R. OFFICIAL RECORDS JIREXISTING OR RISER_.oo w NT A EXISTING PAVEMENT MARKINGS N. DOCUMENT ® E%ISONGwA1ERDOULW EXISTING-- c-ExrsnNGcuNE UNE 368 mw -w '--- -- ------ a gw <o�� nl$ oai 368 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS Na NUMBER w x MON. MONUMENT - z <� - x w �,' > < r w>< ®--- t - o w - ALL PERMANENT PAVEMENT MARKINGS TO BE GO.B Ott 6F RpKEN91EID Ews11NG FIRE HYDRANT -- -a� EXISTING OIL LINE < �"" ! w- _ -m Wmm THERMOPLASTIC PAINT PER CALTRANS STANDARD > z 366-- - �... `----- �i=+ m- -'%- --- ----- - 366 SPECIFICATION ON SECTION 84, LATEST EDITION. EXISTING SEWER MANHOLE .. .. - EXISTING OSI. ELECTRICAL UNE(S} 99 m +o d -� ---� S ~�''i GRADE 4' CENTERLINE°,, o �' < $ ta'"•d o 4' d ALL STRIPING TO BE WATERBORNE PAINT. EXISTING U.S.A. MARK PER UnUTY COMPANY - --- - F. EXISTING U.G. ELECTRICAL LINES) rc aN N w z N _. __ . a d m i m cAe� m aAi m zm � m- - '-.-.- <...- GRADE 41MATE FINISHED - i.i � ,n. - EXISTING TELEPHONE PEDESTAL -. _. FISTING UTIUTY TRENCH arc a -. _-. ___ - ___- _ _ ___ _. _.. ..-_. 3s4 m _ _ __ - - 364 STRIPING NOTES: EXISTING 7FJ.FPHCD MANHOLE EXISTING TRAFFIC SIGNAL UNE(s) -_. -.. _ f _ f is^D 20% _ I - - _ .. - .32% Exlsg. SOUTH FLax9jNe PROPOSED SOUTH F1.oWi _. is -0.47% _ _ St NEW PAVEMENT MARKINGS -SEE LEGEND c E>.1�IS11VWNG CABLE TTRAFFIC V. PIAL 80X X -.. X EXISTING EDGE aY - - _ _ s=0.20% INE _-- __ _. EXIST. SOUTH FLOWLBNE•* SOUTHTH. BOWLINEROPOEED . _.. 36? EXISTING CHAN UNK FENCE 36? is 0.498 TO MATCH Ex SONG F gMS INE s O2ox E:asi Nc cuRe x Wi ER �02ox S o2 x � SOUTH FLo 32 EXISTING STRIPING TO REMAIN. s-0 Q. _. J WLR4E AND SIDEWALK To REMAIN S3 PAINT MEDIAN NOSE WITH STANDARD TRAFFIC YELLOW. x 361.96 SURVEY ELEVATION EXISTING WE NTH TRUNK OA r- POW9JNE _ EXfI8fl9G CURS OOUGUTIER 360 EXIST. SOUTH FLO---_ .-_.__- , - - -_ _ -. 360 PROPOSED GRADE ELEV. --_ -__ _... __----�-__ ----- ____ .__. _ _ _ 2?450 ?3+00 24100 25+00 � 26100 27+00 � ' ; S4 REMOVE EXISTING PAVEMENT MARKINGS. 70 EXIST. GRADE REV. , Q3Tg� DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE UTE i n PEDESTRIAN EASEMENT INSTALL INTERCONNECT ALONG PROJECT PER C.O.B. STD. sr -4 ' NOTES DETECTABLE WARNING _& ____�__®__ FRONTAGE . CONNECT TO EXISTING PULL 3 3 < --- ,,, BOXES ON EITHER END. 9. ALL CONSTRUCTION AND MATERIALS SHALE. BE IN / _ DRNEWAYw} ese $ a CONFORMANCE WITH STANDARD SPECIFICATIONS. 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN°°°° ^ at .°°° R,�N APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. 3. CONCRETE SHALL BE CLASS 3.e' s > ro 4. NO COLORING SHALL BE ADDED. p ' S,IpI Y So_ __-. e - -__ ___ .- �_ _- d._-_ -. --- -_ + �+ fat q ____ _ l m BEGIN REMOVAL _ * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. - �k�+- ---- -. -. + - __- a. EXIST. DETAIL 37 END REMOVAL BEGIN REMOVALDRIVEWAY APPROACH - - - _ o x + -®647 INDIAN- - -- - -."_ STA. 24+42.66 GL 7.06 LL- -EXIST. DETAIL 31- - EXIST. DETAIL 38 - IF -_ r«- STRIPING DETAIL 31 STA, 25+74.98 C.1- 700 RT STA 26+28.99 GL 608 RT CURB AND GUTTER ARE POURED SEPARATE OF m c -r .n a APRON THEN DOWELS ARE REQUIRED AT BACK OF PER C 0.8. STD. ST -4 < � �'"�, CURB. 3" IN CURB AND 9" IN CENTER OF APRON. 23+00 - -_. -- N89'08'25" 24+00 & GUTTER R/W CURB & GUTTER '°'•`••�' 2.0% MAX. -------------------- 1/2- - ------------------------ 1/2" IJP I� I 1.10 SIDEWALK APRON I O G COMPACTED TO 90% RELATIVE COMPACTION, UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS N.T.S. SEE ONSITE OFFSITE SiRELT IMPROVE4 NT WPROVEMENT PUN 55 �I °= I w I ly 9° 6' a I Ind L -2ok 2 B�X. PAVEMENT. COMBINATION SIDEWALK EX C/G AND S/W REMOVED AND REF NO Wj _ X25++100 . , _ - _ 28+00 43284' OU ._ I:Ra A�- ._.- -. TN-1 _ S1-�-- BEGIN REMOVAL •_ R5-1 --------- -..-- __- EXIST. DETAIL 39 / N N�-__ END REMOVAL _ I _. EXIST. "R6-1" - _-t BEGIN NEW DETAIL 38 END REMOVAL BEAN REMOVAL _ _EXIST. DETAIL 39.- - STA 24+4266 C.L 7.00 RT. STa 25+73.42 C.L 7.00 RL- -EAST. DETAIL 38--- I EXIST. DETAIL 39 i+ STA 25+71.28 CL. 43.00 RT. STA 27+03.49 C.L. 6.15 RL -STA. 22+80.80 C.L 43.07 RT. -- -BEGIN NEW DETAIL 39- _ n n%IST STREET IGHT - SIA. 23+70.83 C.L. 4300 Rt. Nry I N ,° - -- -- - - END NEW DETAIL 39 _ W/IRArFr SIGN 'R7 9' -(t,� ,•,,' STA 24+9536 CL 43.00 RT &a -- r m EXIST. LANDSCAPE EASEMENT-� '-� - �""--"-"'-' --'--4- _ � pR3 _-- >y Yq � EXIST.TAU rc i g NEW R/W r I �` 38' i a v n I' TRACT NO. 5528 I <� I (UNIT 1 M.B.4Vp PGS. 155-156 ; LOT DDB" 9 2;5�--- LOT SID ASID i L.T.A. NO. 07-1757 J� /� LANE L.L.A. N0. 07-1757 C1 A LANE SEE GRADNIG PLAN FOR (STRIPING PLAN) ON-SITE IMPROVEMENTS (STA. 22+80.80 C.L. TO STA. 27+54.85 C.L.) SCALE: 1" = 30' HORIZONTAL 15 0 30 60 Know what's below. Call before you dig. 30 7.5 6.1-1841 3 z J w U al'