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HomeMy WebLinkAbout1.1-7247 PH 1 - 2REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: 212.11 S DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: T RACT 7247 PHASES 1 -2 BAKERSFIELD, CALIFORNIA THE BEARING OF N 00'57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE NOTE: N.O.C. WILL NOT BE GIVEN UNTIL ALL IMPROVEMENTS ARE COMPLETED PER CONDITIONS OF APPROVAL INCLUDING: — A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS FROM AN EXISTING PAVED STREET TO THIS TRACT. — CONSTRUCT PARK SQUARE FROM CAMPUS PARK DRIVE FOR FULL EXTENT OF TRACT BOUNDARY. — CONSTRUCT PARK SQUARE DRIVE FROM CIRCLE, A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS TO SOUTHERN BOUNDARY OF TRACT. — CONSTRUCT PARK SQUARE DRIVE FROM HELENA CIRCLE, A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS TO ALLSTON WAY. — CONSTRUCT ALLSTON WAY A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS THE TRACT FRONTAGE. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 LOCAL STREETS 806 �Llt I Icoh, � - - I TR -6223 "1-7"- , T1RVV6001�'C' , I I I , �J LJ LJ z UUU� —�� Irk STOCKDALE HIGH SCHOOL � I WHITE LANE S.F. 6" CURB AND GUTTER 1,906 LOT 1 PM No. l i z l l l LOT 2 ;` LLA No. 11861 r°,IIII LLA No. 13 -0176 12 -0351 Ipl 9,586 'VIII �0; p m LOT 1 m1�,�1 PROJECT I LLA No. 12 -0133 ��I I of SITE LOT 1 L4861 -- LLA No. 10176 STREET LIGHTS (60W ARRAY) jiz�__MUIRLANDS - �\\�\ -- - - - - -- �\ \ \ �� \`�\ / Jr -- I ¢i < UI r 0176 ui 132 I I LOT 2 \::qY �� �� �\ \�\ (L (TR -616 LLA No. 12 -0133 EA. GB— GRADE BREAK If I LOT 2 DRIVE I0 Ir HIGH POINT REMAINDER OF LLA Na 13 -0179 o�i¢ -- mi PARCEL "A' Z o w TR -5 I I OF P.M.W. 08 -1182 I i I o m I I VTPM 11838 LOT 4 I I I l w TR -5186 I I I LLA No. w 12 -0133 . . VTPM 11838 - - - -- -------- �o�� = -- - -' - -N- z O I I WEST MING SPECIFIC PLAN AREA I I a r` � U � VICINITY MAP NO SCALE NOTE: N.O.C. WILL NOT BE GIVEN UNTIL ALL IMPROVEMENTS ARE COMPLETED PER CONDITIONS OF APPROVAL INCLUDING: — A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS FROM AN EXISTING PAVED STREET TO THIS TRACT. — CONSTRUCT PARK SQUARE FROM CAMPUS PARK DRIVE FOR FULL EXTENT OF TRACT BOUNDARY. — CONSTRUCT PARK SQUARE DRIVE FROM CIRCLE, A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS TO SOUTHERN BOUNDARY OF TRACT. — CONSTRUCT PARK SQUARE DRIVE FROM HELENA CIRCLE, A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS TO ALLSTON WAY. — CONSTRUCT ALLSTON WAY A MINIMUM OF 2 PAVED LANES PLUS SHOULDERS THE TRACT FRONTAGE. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 LOCAL STREETS 806 L.F. 0.20' A.C. /0.40' A.B. 33,764 S.F. 6" CURB AND GUTTER 1,906 L.F. 6" THICK DRIVE APPROACH 3,564 S.F. 4" THICK SIDEWALK 9,586 S.F. SURVEY MONUMENT ENCASEMENT 9 EA. STREET NAME SIGNS 6 EA. STREET LIGHTS (60W ARRAY) 4 EA. SAWCUT 132 L.F. TYPE "A" CATCH — BASINS 2 EA. LIST OF ABBREVIATIONS CL— CENTERLINE DWY— DRIVEWAY FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT PHASE 2 1,232 L.F. 44,226 S.F. 2,602 L. F. 5,236 S.F. 13,308 S.F. 5 EA. 4 EA. 5 EA. 88 L.F. 2 EA. SHEET No. INDEX OO TITLE SHEET 02 STANDARD NOTES & DETAILS 03 SHADY VALLEY PLACE CLARET COURT ® CARAMELLA CIRCLE CELESTIAL COURT 50 HOLLYBROOK LANE KEY CD O -O- ,,8,CB #l12 T i MAP LEGEND SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT 5800 LUMEN STREET LIGHT CATCH BASIN w /NUMBER PROPOSED STREET NAME SIGN EXISTING STREET NAME SIGN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W. DIAL TOLL FREE 1- 800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG z L 12 LEI Q C AN NOTE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC LJ WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET LLi RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON z AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY — AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. o! U) w ui 0 W Om Z Li Z 0 O Q Z 0 O w z 0 p J O Z W Q I_ U) Z Q Q W OwcnWO�_�>- w m w w wo m N U_ p Z W U w00 �zo� w —ww mwZQwZZUO'1=- O O �a Q� w o ° af0 V) w00Wo00a° n. SeZ <>0 n0 m 0 � W z m w 0m5;1--Dow 3:u- - wL,0I -W O 0 J Of 0 U m z�wQWmw =o 0M1� Z��� 1= mV) o ~OL�J-j0 U_ W w J O Q U Z w I- Q U 0 0 0 U J LLI >ZU� F- (.) w I- 0 (n zZWQJJ aE= QQ`UQcn�O ~ � zwz � V) Of = wQ Q ZO -HO — O DO_ -- - - - - -- ' \q�`\ — — — _ TENTATIVE -A _ \� \ TRACT 7254 \ \TENTATIVE TRACT 7246 I \ \` /���� �\ \ \ ��1 \ \ \ I • 3,23 21 4 16 19 B#2 15 � qRF 18 0 3 FULLER 7 14 ��T , APARTMENTS TENTATIVE \ s 13 \ \ \\ \ \ \ TRACT 7246 ��,�� s 12 5 A 3 28 4 < of • �Fy l % —\ J/ /� \\ ✓ '� �3 / \ \ \ 2 \o 27 31 I I I � TRACT 7248 26 t 11 4 32 \ 25 33 / \ \ \ \ �\ ` 12 24 �� '?cSF 34 \ �\ 13 // 10 �\ y 14 23 22 s \ 4 o 16 5 21 � ye�o � \ s 20 5 ' 5 \ :-�B #3 4 f L //� - iL ���� / �� L / TENTATIVE �\ TRACT 7248 TENTATIVE / ° `` / �'�°\ , / r T ' / / T I T �) TRACTT72088� / j �� ,</ / \` \ 11 \ \�/ / \T �J� L L I I I M TENTATIVE \��= �����` ----e� -��TRACT 7288 KEY MAP SCALE: 1' =200' U ci LL LL p a U 0 w O U CO J uwW OW w l z 0 W % W U w w Q FL p �J,O�Ft}iZ0Z w= z z~ Z w w= 0 �cnF�Z °>m�Q ct) LL z 00 zOww�OOQ�C�7� W= O w= W U U Q LL z H U~ U O L Fcnp p aoa=Q= X =W2! Zz'�UEZppo Qcz O w�Oz }w W Y p U O Q Z U Z Z a a Z Z 0 z 0 C7�3:_j —0�0a ww }j GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS. /CU, YD. OF CEMENT AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM- DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. COB ASPHALT CONCRETE PAVING 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 CAL TRANS 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" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92- 1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF 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 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 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 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 JOINTS SHALL MATCH 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 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. 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 OPERATIONS RESUME. 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 LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. 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. 13. 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. 14. 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, NEED ADJUSTMENT. 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 SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE 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 BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. 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. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) 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. 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 SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING 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 ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE 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 THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE 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 ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED 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. CITY STANDARD PLATES wows CO�J 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. ro W w w a o (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) o -7, T, E °z o z CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A ", "B" AND "C ") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ® ST -4 RESIDENCE DRIVEWAY ® ST -5 HOUSE NUMBER FOR CURBS ® ST -6 DATED 1 /11 /99 PAVEMENT PATCHES ❑ ST -7 CROSS- GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ® ST -15 CUL -DE -SACS ® ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ® RSP A88A & B DESCRIPTION CURB RAMP DETAILS w z_ J � o � c3li C-311 D D 114.5' 14.5' 1 I TYP. TYP. 1 5' SIDEWALK 7' LANDSCAPE AREA 7' TYP. 22' TYP. TYPICAL DRIVEWAY DIMENSIONS N.T.S. CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. R/W I 12' OR 18' 5' 7' OR 13' M (LS) PARKING ALLOWED C/L 30' 18' W /PARKING 30' 18' W /PARKING SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) PER "WMSP" EXHIBIT 4 -19 PARKING ALLOWED ON BOTH SIDES WMSP RESIDENTIAL STREET NOT TO SCALE R/W 12' OR 18' 7' OR 13' 5' (LS) Q ?% _ PARKING ALLOWED ** - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT U _ z CD M co 0) Lo ca CD w Z c o O N Q j M Uf U -� ILL � � X Co z_ Y co Q w m N W , ; cp W (y) Z m o oW L LJ w CD 0 O `y L CL G z z c O W = ¢ z � O - m: =w - CITY STD. NO. DESCRIPTION 01-M >� Q w u- ° Z' Q Q 0 J Z w z a ® ST -17 WIDE CROSS- GUTTER w= O CAF -'o =cn cLL c= w w z� U, �, o o w o ❑ ST -2 DATED ,> >, „ » > > 6/2/99 MEDIAN CURBS (TYPE "M ","M-1" AND ' M -2') �a000wQOcwnC7 a o a Q l m 4-LL � Zzcc�czo >.° ❑ ST -19 HANDICAP RAMPS ¢ W ° o LL ¢ m W LL W c ❑ ST -20 PRIVATE STREET GATES wwr >o�z =cnc 2 Q wo� Z z° um ❑ ST -21 REFUSE CONTAINER PAD �_ °o o o� a�� o z o Q ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS ° - o -,w< ° o0 criaUacn ~u'Z°a ❑ D -10 SIDEWALK UNDERDRAIN cc= o° z a °> o a < w o z =° O z z o Q v rE z W v= w- ¢c�Qow ❑ D -11 DRAINAGE BASIN �z?m�azzZ0 Lu ® D -14 CATCH - BASIN, TYPE "A" cn w == z Q o z o° w w � c c Y o LL ❑ D -15 CATCH- BASIN, TYPE "A -1" <. = o ° W ° 2 o O� w= z a Q° o ® D -16 GUTTER DEPRESSIONS �ao ��� -J cw swoop ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION I o ¢ ° j m W m w O W z J Z o Q m ® SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS W W° O W Z Q >- w = 2 c 2 0 c W Z dh -00x<2 ® T -1 STREET SIGN, POST TYPE ❑ T -3 MAJOR COLLECTOR TRANSITION ® T -12 MINIMUM ACCESS DESIGN ❑ T -34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ® RSP A88A & B DESCRIPTION CURB RAMP DETAILS w z_ J � o � c3li C-311 D D 114.5' 14.5' 1 I TYP. TYP. 1 5' SIDEWALK 7' LANDSCAPE AREA 7' TYP. 22' TYP. TYPICAL DRIVEWAY DIMENSIONS N.T.S. CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. R/W I 12' OR 18' 5' 7' OR 13' M (LS) PARKING ALLOWED C/L 30' 18' W /PARKING 30' 18' W /PARKING SEE PLAN VIEW FOR STRUCTURAL SECTION (TYPICAL) PER "WMSP" EXHIBIT 4 -19 PARKING ALLOWED ON BOTH SIDES WMSP RESIDENTIAL STREET NOT TO SCALE R/W 12' OR 18' 7' OR 13' 5' (LS) Q ?% _ PARKING ALLOWED ** - WIDTH IS REQUIRED AT INTERSECTIONS FOR ENHANCED LANDSCAPE TREATMENT U _ z CD M co 0) Lo ca CD w Z c o O N Q j M Uf U -� ILL � � X Co z_ Y co Q w m N W , ; cp W (y) Z m o oW L LJ w CD 0 O `y L � J Q w > U LLJ Z Q J Z W W 0 W N W w Him= 0 Ul "a r� 11 1 N n i W c ti CN ti t r V ) -i Q w 0 U) O z 0 Q 0 z a N i :) z Q z J O d 0 h N w DATE 12/22/2014 i PA JOB No. 13 -2750H SHEET 0 a E i c Ln r1l 2 OF 5 SHEETS w Q 0 � a w w I W CD = J m 4-LL � WWI w LLj W LL W c a o a � J Q w > U LLJ Z Q J Z W W 0 W N W w Him= 0 Ul "a r� 11 1 N n i W c ti CN ti t r V ) -i Q w 0 U) O z 0 Q 0 z a N i :) z Q z J O d 0 h N w DATE 12/22/2014 i PA JOB No. 13 -2750H SHEET 0 a E i c Ln r1l 2 OF 5 SHEETS CONSTRUCTION NOTES If M ED CONSTRUCT 6- CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST-3. C) C) CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE -A-. CD 'i C-� 4 CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA " < UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 E6_1 PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST-4. (SEE SHEET 2 FOR DRIVEWAY to LOCATION DETAILS). 06 C14 + PROPOSED 4' WIDE SIDEWALK-PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION C:, to 0i 9 10 +0 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 63.26' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 0 0 N c'! C14 rnrn 0 CL C) Ld V) 0 O 11 ry TA <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED-4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE OC SEWER CLEANOUT OO STORM DRAIN MANHOLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) ji 6 TYP 10+00.00 V, 0 ---------- tn 00 12+09.16 C5 NOTE THIS DRIVEWAY - - - - - - - - _12- -- : DIM&SION IS NOT o- 0 @ @ \TYPICAL I Ts CURVE If M r�2m 2 R/W & TANGENT CID, _c> 1475' C) C) i ui uj CD 'i C-� 4 -i 02 " < If u C, 7 fn •_- 27.16' C'4'q M _j _n 00 to o6l, 06 C14 + C> LO + 8 to TYP L01 U) /'7 C:, to 0i 9 10 +0 ro 318.00' + U- 63.26' OD �. 42.00' c*4 27416'56" O _j LL- _j U- a- O + 14,89' + -i Os 26.39' U- 13.95' C10 M 5 U- 66.14' 14.5' CN + 249.82' m L40 + 4 + 1165.00' 143.41' [72] 4' 71.80 16 �2 1135.00' 10.00' 0'30'17' 5.00' . . . . . . . . . . . . . . . . . . . e) C; p 1159.00' + 0'29'40" 5.00' . . . 358 ClU- -i m,6 4.5' 14.5' PROPOSED io BACK OF WALK R/W & + SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) ji 6 TYP 10+00.00 V, 0 ---------- tn 00 12+09.16 C5 NOTE THIS DRIVEWAY - - - - - - - - _12- -- : DIM&SION IS NOT o- 0 @ @ \TYPICAL I Ts CURVE RADIUS r�2m 2 R/W & TANGENT CID, _c> 1475' C) C) i ui -i C�' CD c� z CD 'i C-� 4 -i 02 " < "1 - + n C, C3 fn •_- 27.16' C'4'q M _j _n 00 to o6l, 00 'n + PROPOSED R/W & BACK OF WALK 300.00' 127.26' TYP L01 U) /'7 4. 06 + - ro 318.00' + U- 63.26' OD �. 42.00' 1 201.06' SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) ji 6 TYP 10+00.00 V, 0 ---------- tn 00 12+09.16 C5 NOTE THIS DRIVEWAY - - - - - - - - _12- -- : DIM&SION IS NOT o- 0 @ @ \TYPICAL I Ts PHASE 2 [j]TYP CURVE RADIUS r�2m 2 R/W & TANGENT CID, _c> 1475' 201.08' W CN N ON BACK OF WALK + + 0) 0 + 0 4 co 1440' C3 + 27.16' _j LA_ 0 C4 282.00' LL_ 0 4' 55.51' PROPOSED R/W & BACK OF WALK 300.00' 127.26' TYP L01 U) /'7 64.60' C6 318.00' _j Q Q 63.26' C7 42.00' 1 201.06' 27416'56" 38.97' C8 6 a- 48*34'39" 14,89' C9 Os 26.39' U- 13.95' C10 M 5 C5 66.14' C11 CN + 249.82' m L40 + 4 + 1165.00' 143.41' 0 71.80 16 �2 1135.00' 10.00' 0'30'17' 5.00' . . . . . . . . . . . . . . . . . . . e) C; p 1159.00' + 0'29'40" 5.00' . . . 358 ClU- -i m,6 PHASE 2 [j]TYP g) LAJ �rq F_ Lu 9 -c� 02-c 0 C) 0 z M C14 b 6 < 5 CDW K)06 Sul ­c� cqL0 17" 004 V-4- od + 'tw) '6+ + + SHADY VALLEY PLACE CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 0 n ILIJ V) 0 O R I R r*'� 0 m "q M M U- -ji-i U- NOTE 'A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 0 0 39.27' a_ I ON CURVE If 0 LO JIM M M z I[ F-: F-: 00 M M r-� 0 0 comma 0'�:� a- W 1-0- 11 cai 0 LO 14-4 ) 0) LO 'M Lu CR C14 0) N') 'uo) uq) m to LO r) rn C:) "'). to 0 b 0 (=' 0 00 fn n 358.. . . . CN LO It LO +g 0 0z c_i1__ . . . . . . . . . . . . . . C14 . . . 0 L0 fe) . . . . . . . . . . . . . . . . . . . . . . . . . . . cq z . t + . . . . . . . . . . . . . . . . . . . . c6 < C-4 -< - " .t . . . . . . . . . . . . . . . . . . . . 358 m + + cq Z'+ C> --to rr) _j co to '0- W.+ -no . . . . . . . . . . . . . . . . . . . . . . . . . . jA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln r4� L . . . . . . . . . . . . . . . . . . . . CN EXISTING GROUND PROF /LE: + CO ro to P+ 0 Tf RZ IkE L� 356 - - - - -- - - - - - - - - - - - - - - - : . . . . . . . . . . . . . . . . . ... j . . . ... . . . . . . . . . . . . . . . . . . . . . .356 - - - - - - - - - - - ......................... ............................................. I ........ -SEE NOTE �'A . . . . . . . . . -0-21% ABOVC --0.25% 354 . . . . . . . . . . . . • -0.25% . . . . . . . . . L45% . .. .. . . . . . 354 DES) RAW 12 X ......... ................................................................................................... 9+00 10+00 11+00 12+00 13+00 14+00 0 NORTH FLOWLINE PROFILE 0 39•27' 0- IDENTICAL POINT ON CURVE 11 CL 0 M 0 C) C) 11 fl- 11 M � M W r- mo CD COM r4) "-,o IL 4 0� Ld c! 4M NO tO U) 00 n of O� Lu n '0 cil�e U-) WLU A MW u') to rn 00 K) W)m 4 0 - _j re) _j ro - "It 1,0) to Cq + 00 0 0 to 358.....M.. rl: +4 A 0z 0z qc6 + PLO. . . . . . . . . . . . . . C�< . to ........................... ...................... .............. 358 + + ��T - I - U- 00 W tdJ ro 0) U95 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Lo, . . . . . . . . . . . . ('69 go+ 00 . . . . . . . . . . . . . . . . . . (N * PO en 1-41 EXISTING GROUND TROfIZE- + ro + 356' ATC�NTFRZlk - ... . . . . . .---. . . . . . . . . . . . . . . . n . . . -i r4.) . . . . . . . . . . . . ... . . . 356 - - - - - - - -- - -- - ......................... ..... ......... I ............................................................. -0.21% : �21% EE NOTE "A -0.24% ABOVE 354.. .................................................... .................. .... 354 -0.24% . . . . . . . . . . . . . . . . &r-wv ROWNE .2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 . . . . . . . . . . 9+00 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE 0 CURVE RADIUS r�2m 2 3 TANGENT CID, _c> W)CN w+ w6 201.08' W CN N ON 6-) 17 + + 0) 0 + 0 4 co 1440' g) LAJ �rq F_ Lu 9 -c� 02-c 0 C) 0 z M C14 b 6 < 5 CDW K)06 Sul ­c� cqL0 17" 004 V-4- od + 'tw) '6+ + + SHADY VALLEY PLACE CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 0 n ILIJ V) 0 O R I R r*'� 0 m "q M M U- -ji-i U- NOTE 'A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 0 0 39.27' a_ I ON CURVE If 0 LO JIM M M z I[ F-: F-: 00 M M r-� 0 0 comma 0'�:� a- W 1-0- 11 cai 0 LO 14-4 ) 0) LO 'M Lu CR C14 0) N') 'uo) uq) m to LO r) rn C:) "'). to 0 b 0 (=' 0 00 fn n 358.. . . . CN LO It LO +g 0 0z c_i1__ . . . . . . . . . . . . . . C14 . . . 0 L0 fe) . . . . . . . . . . . . . . . . . . . . . . . . . . . cq z . t + . . . . . . . . . . . . . . . . . . . . c6 < C-4 -< - " .t . . . . . . . . . . . . . . . . . . . . 358 m + + cq Z'+ C> --to rr) _j co to '0- W.+ -no . . . . . . . . . . . . . . . . . . . . . . . . . . jA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln r4� L . . . . . . . . . . . . . . . . . . . . CN EXISTING GROUND PROF /LE: + CO ro to P+ 0 Tf RZ IkE L� 356 - - - - -- - - - - - - - - - - - - - - - : . . . . . . . . . . . . . . . . . ... j . . . ... . . . . . . . . . . . . . . . . . . . . . .356 - - - - - - - - - - - ......................... ............................................. I ........ -SEE NOTE �'A . . . . . . . . . -0-21% ABOVC --0.25% 354 . . . . . . . . . . . . • -0.25% . . . . . . . . . L45% . .. .. . . . . . 354 DES) RAW 12 X ......... ................................................................................................... 9+00 10+00 11+00 12+00 13+00 14+00 0 NORTH FLOWLINE PROFILE 0 39•27' 0- IDENTICAL POINT ON CURVE 11 CL 0 M 0 C) C) 11 fl- 11 M � M W r- mo CD COM r4) "-,o IL 4 0� Ld c! 4M NO tO U) 00 n of O� Lu n '0 cil�e U-) WLU A MW u') to rn 00 K) W)m 4 0 - _j re) _j ro - "It 1,0) to Cq + 00 0 0 to 358.....M.. rl: +4 A 0z 0z qc6 + PLO. . . . . . . . . . . . . . C�< . to ........................... ...................... .............. 358 + + ��T - I - U- 00 W tdJ ro 0) U95 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Lo, . . . . . . . . . . . . ('69 go+ 00 . . . . . . . . . . . . . . . . . . (N * PO en 1-41 EXISTING GROUND TROfIZE- + ro + 356' ATC�NTFRZlk - ... . . . . . .---. . . . . . . . . . . . . . . . n . . . -i r4.) . . . . . . . . . . . . ... . . . 356 - - - - - - - -- - -- - ......................... ..... ......... I ............................................................. -0.21% : �21% EE NOTE "A -0.24% ABOVE 354.. .................................................... .................. .... 354 -0.24% . . . . . . . . . . . . . . . . &r-wv ROWNE .2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 . . . . . . . . . . 9+00 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE 0 CURVE RADIUS LENGTH DELTA TANGENT N co 16 co.1 W)CN w+ w6 201.08' W CN N OL'r) 6-) 17 + + 0) 0 + 0 4 co 1440' C3 + 27.16' _j LA_ 0 C4 282.00' LL_ 0 4' 55.51' PROPOSED R/W & BACK OF WALK 300.00' 127.26' TYP L01 U) /'7 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT ci 42.00' 201.08' 27418'46" 38.95' C2 33.00' 27.16' 47*09'23" 1440' C3 33.00' 27.16' 47*09'23" 14.40' C4 282.00' 109.62' 2216'18" 55.51' C5 300.00' 127.26' 2418"12' 64.60' C6 318.00' 124.89' 22*30'06" 63.26' C7 42.00' 1 201.06' 27416'56" 38.97' C8 33.00' 27.98' 48*34'39" 14,89' C9 33.00' 26.39' 45*49'37" 13.95' C10 1129.00' 132.13' 6'42'20" 66.14' C11 1147.00' 249.82' 12*28'45" 125.41' C12 1165.00' 143.41' 7*03'12" 71.80 C13 1135.00' 10.00' 0'30'17' 5.00' . . . . . . . . . . . . . . . . . . . e) C; p 1159.00' 10.00' 1 0'29'40" 5.00' PARK SQUARE DRIVE (SEE PARK SQUARE DRIVE I'M STREET PLANS) _j C) c� a- 0 18 b -j CD uj cli -i - 0 c �z C) CO < p - I I Lq m .R r- --: + c>,e) Or �2 0Tc6 CIO +0 C) + L&_ C4 + �2 LL_ F-1 n I I I I I SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) LL U- woo 0 F_ LL' c' co z5 WW Z 0 z< x -0 Oz LRU M, '01 < z w US 0 0z g w ffi , , 3::;� 'z 'W Lu 0 T . L' " 0 u- 0" m2wEg., 0 '�- W 5 0 W S 6 z 15 0 z < �2 F_ 2 �g 0 Qzx '6w-@�30` , SW6-026-Z-0�12 &5 ',r w� Ox Lu- Z>og. W Lz" 0, cLn" u - 1 0 z > < 0 a 0 gL� cd0-2ffi2tWgq% z x 1.1 0 < 'W Zz sa f i2E: Lu > cz Zo zo 0 w owl ewo-ffiNzz Lu2L_ CL ww 2 s<>;�8-0 5) a 0WW-z<w60D , W < 1 c,6r M-:� ow 9MT6-ffi!;�Wos z - 15 Q -i W LL- j 0 < < 0 w> < u- W 'w Z� a a: '0 Cr LU D CO w cn �� L -<cu_'�i g?�-n > >7 W (00 U) U) , Z W 0 M z Mw0w ui 0 0 co a- ww'c�wz W>-w =x: X d =Oiwz=) I- F- pa-F_00 Of<2 ,D7 10 --:5- 0 +0000 z r) co Lr -------- x _0 CD s4' C9 0 0 \0 t') + ;11111 iN N 0 M I 14.5' 2 I Q N 6 TYP U) PROPOSED R/W & F-: 3i BACK OF WALK it '_j p 00 z cif u-i Mum 0 n _n -i \ \� \� \ \ \\ , CD - '-, I Of OZ C)o a- 0 00 7! + 0 W It 15 O + cn p gCn4 U- it 14 n cn rz Cow LOW 1 + zio 13 12 am WO r- "i + LO CD ui + cn- + LL_ + + + SOL __j C,4_j C14 _J LL_ PHASE 2 HORIZONTAL: 1"=40' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=48 L 0 0 a_ 37.92' w C) co co If 0- O:w Ilan (0 0 U) pm Ito C�� M 0 11 I ON CURVE CIO 00) �2 C\l LO 0 CO a- 00 ui 04W W) P0 (0 co u') U v- (0 iY Lo:-j U) (D X U) 06 r�: vi LOC4 +,6 P47) c> CD C'z c> n 0 c> w LO ro 1� UJI LILI C-4 + LO W) . . 00 . . . . . . . . . . . . . . . . CN + + . . . . . . . . . . . . . . . . . . . . . 6,< q W ."--a C.D oi r . - C) . . . . . . . . . . . . . . . . . . . . . . . . . . C) 0 .'R 0- -�z -co �C5 Co- + 358:...:`` . . . _j . . . . . . . . . . . 4 LL� . . . . . . . . . . . . . . . . . . . . . . e) C; p -,C! . . . . . . . . . . . . . . . . . . . . . . . . . . . 358 m,6 :+00 +d 0 + _j + c" + EXISTING GROUND PROFILE ;z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CENTE11?ZN?- UL 356.. ............................ ............................... . .......................... 356 SEE NOTE "A -0-24% ABaVE . . .. . . .. . -0.24% . . . . . . . I . . . . . .. . .. . . . . . . . . . . . . . . ;24% . . . . . . . . . . . -1 r2 - G . L . . . . . . . . . . . . . . . . . . . "6W RONUAF ( -5 x 354' ............... ....... ................. 354 9+00 10+00 11+00 12+00 13+00 NORTH FLOWLINE PROFILE 0 CL 35.23' I ON CURVE-1 II cn a_ 0 IDENTICAL POINT x a- C) 11 x 1-4- -0 ui CqLj ro n ui 11 F_: r- !:�_ 0� it 0 It 11 �C'f cl� W 0) 0) 00 L0 (D u') C14 LO n n u') FO 0 n WW 1* M W - a- lti�p" PO - 4 co C'4 +M u') . . . . . . . . . . . . . . . . . O . .. - + . . . 0 C:) C)z . . . . . . . . . . . . . . . 0 b ui c> ,�r, . . . . . . . . . . . . . . . . . . . . . . . . M + 358- LL .................... C)po cop,: r,:,, 358 ........................ ui" O)r,: co .......................... ZZ + CN + CN U- . EX /STING GROUND PROFILE • ;z -�!! - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CEN TERZ INE J-- -__ - - - - - - - - - - - - - ' -- - - - - U- 356.. ........................... ............................... - - - - - - ............ - :... :...:... :... :356 SEE "NOTE "A" -0.25X -0.25% V ABO E . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . -0.25X . . . . . . - 0 ft . . . . . . . DESIGN DESIGN A OWNE .2 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :35 r% A 9+00 10+00 11+00 12+00 13 +00 SOUTH FLOWLINE PROFILE L w C) co co 0-) LO U) (0 5 Lij z �2 C\l <Lu c") W L U > w U v- (0 iY 0 U) (D X U) 06 cn LL U z -,.e < w m C14 UJI LILI (0 (L) cr) 06 Z a) c) (3�f 0 Z W u) C-4 cy) (D Lu F- Of Lu ') 0 a-, C) 0 8 C %4 0- L ER 00 LLj 3 > W LL 0 0' v U) Z < 0 C) LLI Z W < i W 04 2E U W L.1i > c) 0c) < < W W < c() W D > N N F- < U) 0) 0 1 cf) f C/) I— Li ui Z CN r, to w 0 w W L U a. iY 0 0 Lu Lu Z \ILOL M Z w z w F- c) U) > Lu ') 0 a-, �- LL < c Lu Cr < a ER 00 LLj 3 > W LL 0 0' v U) Z < 0 C) LLI Z W < i W 04 2E U W L.1i > c) 0c) < < W W < c() W D > N N F- < U) 0) 0 1 cf) f C/) I— Li ui Z CN r, to w iY DATE 12122/2014 PA JOB No. 13-2750H SHEET E 0 E ID Ln OF 5 SHEETS CONSTRUCTION NOTES F1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". ® CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. S -35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') F5_1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). M7 PROPOSED 4' WIDE SIDEWALK - PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. O Ljj to Q LILJ 0 0 ry n �o r; r; C14 04 +1+ rn�rn � 1 O CL J Li INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 6OW ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Os SEWER MANHOLE 0 SEWER CLEANOUT (2 STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER - -- STORM DRAIN EXISTING EDGE OF PAVEMENT PHASE 1 c ARAM LLA CIRCLE CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =48 SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) 200. SQL MPP P PRA P�O�� �PNSi S HORIZONTAL: 1"=40' VERTICAL: 1"=2' C C it Z O� N C` N + O J LII V) 0 N r N + O 0 WILD L.L,J Q 0 Ljj I..L� c�1 21 4' U CL M 00 d O 22 04 N + 00 a + 0 J J LEI C9 10 +00.00 7 M 20 + O J L.� �U 0) w d' p� Ln CD O Lr) + O J L� U w 01 III 6nn 4+ �O O J LL NOTE: SEWER IN CELESTIAL COURT SHALL BE PRIVATELY MAINTAINED BY HOA. CURVE TABLE CURVE RADIUS LENGTH DELTA ITANGENT Cl 42.00' 201.07' 274'17'58" 38.96' C2 33.00' 27.69' 48'05'02" 14.72' C3 33.00' 26.65' 46'16'08" 14.10' C4 1719.00' 400.57' 13'21'05" 201.20' C5 1737.00' 528.63' 17'26'14" 266.38' C6 1755.00' 427.23' 13'56'52" 214.67' C7 1725.00' 10.00' 0'19'56" 5.00' C8 1749.00' 10.00' 0'19'39" 5.00' C9 42.00' 201.08' 274'18'46" 38.95' C10 33.00' 27.16' 47'09'23" 14.40' C11 25.00' 39.27' 90'00'00" 25.00' PARK SQUARE DRIVE (SEE PARK SQUARE DRIVE STREET PLANS) 0 F- JC7 11 �i II II U w m Z J W ;, J W W F- J W 23 J J J O�ZI oZ ®0 > U ujc6< NQ NM J 358 .........................E ul r �� , O )oo00 tAa 0) _j I X w 3 +T +7I+ Jl U- � u- L- i l C "0(v� i r Ffl TYP no 60 .1 I 1 /__Tl N I o =� I PHASE 2 II CC �w Z_w Z Lz W X I w i4 5' iI - ' m F- 30 °,° v~i 7 16' Q W F- w Q CC U O CL V)Q� U av0 wO p cn W p U W m p J Z w w Z LL H Lu L, O F- W Z tl Z wi CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". ❑ CONSTRUCT O T B IDG S-35. I COMPACT AREA UNDER CROSS DGUTTTERS AND A MINIMUM OF 1' EITHER SIDE TO 5% MAX. MAX.DENS Y, TO ADE TH OF 1') ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14 © PROPOSED STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (SEE SHEET 2 FOR DRIVEWAY LOCATION DETAILS). M7 PROPOSED 4' WIDE SIDEWALK - PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. O Lli () Q r 0 O O n Ell Lq< N U O Q J m r\ N � IV IV 9. �- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12' FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. .+ INSTALL STREET NAME SIGN PER CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE © SEWER CLEANOUT oO STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN - -'f1 - - - - EXISTING EDGE OF PAVEMENT �2� SAWCUT AND MATCH EXISTING AS DIRECTED BY CITY ENGINEER (TYP. ALL STREETS) 1 1 PHASE 1 HOLLY ROOK LAN NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER ENGINEER IF THERE ARE ANY DISCREPANCIES. HORIZONTAL: 1"=40' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1"=2' COMPACTED TO 95% MAX. DENSITY TI =4.5 R =48 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 42.00' 201.07' 274'18'11" 46.56' C2 33.00' 0 a 47'56'41" 14.67' C3 33.00' 26.72' 4623'50" 14.14' C4 2019.00' 1 ON CURVE 817'17" 146.28' C5 II Z d S 9'51'16" 00n O to IIUcQ Om 298.65' 8'19'36" 149.59' pU`' mW 1234.00' 6.34' III' -d NO IIUO �m II�N �� IIU�n d � 11�^ d-� �^ U W C9 1252.00' 77.69' �} � 00 1� C10 ONO LO n ��j(L' L rr� C11 1264.00' OL0 to 1 5.00' Jm �� �M (per m Jw n JH W) Jm SOW N N LO " L + O �W + ln^ � r OCU O N� +-4 �U OZ On O O po n . + to . . . . . . . . . . . . . . . . . . . . .O.C� r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . pri + - - - .Op.,.L� . . . . . . cp } . .m Q N J C-4 (0 O J M 0000 O W -U mw - MQ N� 356 :...: V O+ U- *.6 Z O u- . ":00 t� I� �+ :...:.. :...:... -356 .................: ... .......................--------- .--- .----------- ......... ...... .......................... -.... +............M�. ..�. +.� U7 +N co + +d- c0 . +� + .c0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX /ST /NG GROU/t!D PROF /L . . . . . . . . . . . r0 .T . . . . . . . . . . . . . . . . . . . . . . . . . . . • - . . . . . . . - AT CENTERLIN E - � � 354 :...:...:...:...:...:...:...:.. :...:...:...:...:...:...:. - .- - - _ - - -------------- ..:...:...:... :...:...:...:...: - - - - -- ---- - :...:...:...: - - - -- - - -- .. -:::.- : -.: ..: - -.- _ - . -- : -.: -. -: - -. -.- :. - - .: -- -- = -- - :...:... ' 354 SEE NOTE "A„ - .25% ABOVE ' : -0.25% : : ...... .......... ..... -- : : : : : : ................ . . - . . . . . : : : 352 :...:...: . DES/GN fZ0#f1NE PR�/LE : : : . : : : : : : - 0.2590: : : -- - - -.- : �. .2 %. }'0.259: 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 NORTH FLOWLINE PROFILE U O CL ION CURVE V) cOOn Nm� Ljw� ��c�vo �m�Um� ~� [loco I� 0 v00 LO p � N LO �) �} M N CD tl) to O �p n W F U') F- �� ~ m W� N IDENTICAL POINT + o � SU +.w M QOM °oU �M If If NCq +°N° -C:)0 °oz ) °o PO - °oW v lf) . : p) . . J O � . _ +04 M . - 00 -j -1 .t0,�. Q .�� N r0 . . . . . O+' �+ �d d 356 :...: :...:...:...: ,n + :.� :...:...:...:... :...:...:...- :...:...:. - :... :...:. W Nn r 0) po Z J W �w (0 cp OQ. Lq O O^ st + . . :...:....356 M+ ...--- .......... . �.� ..��....:. J W +ln In LO (0 +tn +(p +-J r10 u- . J � c.{+ t0 + . . . . . . . . . . . . . . . . . . . . . EX /ST /NG G!,'OUND PROFILE U- ----- - - - - -- -------------- A T CEl�ITERL /NE -� L� J W. 354* .............................. ............................ .......- :..............- :...... .......- :....... .- ....- �_..- _- - -.___ _.- -_. -.. ........ -. . -: ........: ....:354 SEE NOTE. "A" -0.2 -5% -0.25% : : : : : : : : : : : : : : : _ - _ = 0.2590 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - +o.s1 %). � . _ . 352' ................. ..............................: . . . . . D£S/GN fZ0iY1/N£ PRORY . . . -0.25% . ................ . . . . . . . . . o _25% + .2 +0 25� - • +0............:...:...:...:352 . 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 42.00' 201.07' 274'18'11" 38.96' C2 33.00' 27.61' 47'56'41" 14.67' C3 33.00' 26.72' 4623'50" 14.14' C4 2019.00' 292.05' 817'17" 146.28' C5 2037.00' 350.35' 9'51'16" 175.61' C6 2055.00' 298.65' 8'19'36" 149.59' C7 1234.00' 6.34' 017'40" 3.17' C8 1240.00' 10.00' 0'27'43" 5.00' C9 1252.00' 77.69' 3'33'20" 38.86' C10 1270.00' 27.99' 115'46" 1 14.00' C11 1264.00' 10.00' 0'27'12" 1 5.00' U � lL oa LL �o worn m J z�LW wz�W wm=ZFWa�o w��-o��LLzaz HO��OZ�tgajU Z W W 4!UO Q�U' it w< wxOw =wtoU LL ZH U ~ U) O ��F -O�� gaa L009LJ za�Qr - 0 F- cA W Y W W uj m Z 0 U�Ootan�0�0a. ww>?Z�co� OOxzZ=a�v w ri 0 <F_ Z, D0LDW. w U- F 9 § fr oo3:Q°zoa o uwi�'Oz> z � Zog ¢w�QwFNZpa Z UO =H�W Z W m W LL 2 Z O CO Z oa 0 Q � 0 Q LL W�ZQ Q tow 2)Z W W O W U a�> 0w Z0se OW w o w O o a 0 ~ co = w, > J�O� 0low2�ZQ a o� Owo ZO=Ut/)w=' �ZQO0E- ��w��WW =wom >>7w 9Fnv)U5 ¢v) m W O W Z_ Z p¢ m Qcr J'wU�a >F- wwUOwz corm U _ z M L0 w Z o W� M Q> v U _(0 cn aN X 06 cn 0 C/1 Z Y LLI � m N W N M 06 Z a) 0 Of 00N wZ N M W _ N O 1..1.E O O `V L ER # b� a0 � 4 � w > U 0 o U O dr fr Z Q J Z W 2 W 0 w N W Lo 00 � V J 0 0 r� U i cn N r- t- w w r N F- / Z Q J d r- v N rl- W r%wam Z J N ~ O O U� Qr J 0 �r U) Z 0 w w Q 0 � W a LL 0- w w = J m w w w LL w o a o Q W a ER # b� a0 � 4 � w > U 0 o U O dr fr Z Q J Z W 2 W 0 w N W Lo 00 � V J 0 0 r� U i cn N r- t- w w r N F- / Z Q J d r- v N rl- W r%wam Z J N ~ O O U� Qr J 0 �r U) Z 0 w DATE 12/22/2014 i PA JOB No. 13 -2750H SHEET 0 a E / 0 Ln 5 OF 5 SHEETS