Loading...
HomeMy WebLinkAbout1.1-7246 Ph 1-2REVIEWED BY: N TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: r ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 QIs(( DATE 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: 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. TRACT 7246 PHASES 1 -2 BAKERSFIELD, CALIFORNIA 9mm AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: IMPROVEMENTS ALONG LODEN DRIVE ARE PROPOSED PER PARCEL MAP 12100 STREET IMPROVEMENT PLANS. IF IMPROVEMENTS ARE NOT IN PLACE WHEN CONSTRUCTION OF THIS PROJECT BEGINS, THEN THEY SHALL BE BUILT PER PARCEL MAP 12100 STREET IMPROVEMENT PLANS. CONTRACTOR SHALL VERIFY EXISTING IMPROVEMENT LOCATION AND ELEVATION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. MATERIALS LIST SHEET No. INDEX ESTIMATED QUANTITIES FOR PLAN CD TITLE SHEET Iy II CHECK AND INSPECTION FEE CALCULATIONS. L !; �; J �N C 1NJ �N NOT To BE USED FOR BIDDING PURPOSES. 20 STANDARD NOTES & DETAILS i TR 6223 "1 -7" w TR -6001 "C" U) LO/i w to STOCKDALE u Z �=� � j scHOOL j LOCAL STREETS 4,296 L.F. O HELIOTROPE COURT WHITE LANE - — �. 0.20' A.C. /o.40' A.B. 143,728 S.F. ® LAUREN COURT LOT 1 PM No. 6H CURB AND GUTTER 8,578 L.F. LLA No. 11861 6 THICK DRIVE APPROACH 12,474 S.F. 05 VINERY WAY mill 12 -0351 0 4" THICK SIDEWALK 44,698 S.F. ®BOTANICAL DRIVE ;ol mi l l I0; LOT 1 �',',', LOT 2 o SURVEY MONUMENT ENCASEMENT 23 EA. LLA No. 12 -0133 LLA No. 13 -01.76 w STREET NAME SIGNS 10 EA. 70 COLLINGWOOD DRIVE _ PROJECT LOT 1 � WHEEL CHAIR RAMPS 6 EA. SITE ��`� 1 �No. TR STREET LIGHTS (5800 LUMEN) ** 16 EA. ® BOUQUET DRIVE 'Z' MUIRLANDS \ `�'� Q CROSS GUTTERS (12' WIDE) 1 EA. ACADIA CIRCLE I J ------- ___,;� ` `��;��� /o N SAWCUT 66 L.F. lar - - -- �\�`�A LOT 3/ "� ? > LLA No. 13 -0176 (WmZO TYPE A CATCH - BASINS 5 EA. KEY MAP LEGEND i'/ �'� �`� r � = a QTR -6116 I I LOT 2 ��\ �� laV)� -0133 c9 �_J � SHEET INDEX NUMBER LLA No. 12 `��`��\ �F�' �,p�� \\\ a I �' LIST OF ABBREVIATIONS DIRECTION OF DRAINAGE Ixl l / �Rk CL- CENTERLINE OO CONCRETE MONUMENT ICI E R LOT 2 DRIVE -- DWY- DRIVEWAY Ipl REMAINDER OF LLA Na 13 -0179 crl a �- 5800 LUMEN STREET LIGHT �i PARCEL "A" Z b w TR -5135 L I of P.M.W. 08 -1182 0< I m L-1 - FL- FLOWLINE BCR- BEGIN CURB RETURN GCB #12 CATCH BASIN w /NUMBER VTPM 11838 I Iw LOT 4 ECR- END CURB RETURN TR -5186 + PROPOSED STREET NAME SIGN � LLA No. PI- POINT OF INTERSECTION I I I W 12 -0133 1" VTPM 11838 EC- END CURVE EXISTING STREET NAME SIGN BC- BEGIN CURVE I / PIVC- POINT OF INTERSECTION VERTICAL CURVE i --- - - - - -- - -_ ---- -����E _ POVC- POINT ON VERTICAL CURVE �-Q 00 -E 1 ` ' -_ N BVC- BEGIN VERTICAL CURVE j WEST MING SPECIFIC PLAN AREA 1 EVC_ END VERTICAL CURVE PRC POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE VICINITY MAP POC- POINT ON CURVE GB- GRADE BREAK NO SCALE HP- HIGH POINT J\ i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . 6�f ORE Y0_ DIAL TOLL FREE 1.800- 227.2600 AT LEAST TWO DAYS BEFORE YOU DIG PRIVATE STREETS NOTE ALL PROPOSED STREETS WITHIN TRACT 7246 ARE PRIVATE AND ALL IMPROVEMENTS (INCLUDING STREET LIGHTS) ARE TO BE MAINTAINED BY HOMEOWNER'S ASSOCIATION WHITE J— LANE Z LJ Li Q V I U J L� LJ W �zn V z Li uj U - Z 0 d U 0 LU 0 Q m UZ� Z O W U-1ww W cnm=zlw W ¢moo OF=rx M co --u— Z a¢ZU ZEwCO 01) LO mcxnxwz� > `nQ �//��^ vJ (B O I�- OD_r'OZ�cnujU O (7 � � Z w x 2 J 2 Z_ m W= 0 "_- N ' W 2 0 W O U¢ ~U) 2OLLm� zi~- LL, m M < c~> �tY4 j zF -O ¢ > > U (0 ' 0 0 O LIJ < U) ¢OaoQ�r�F=z r� U 5 :2 Cfl LLJ 0 N E�O�zmOw uiw�°wW �Umzp 08 "" Q i LL �nz��OOW =w U) Z Y W w>• >O�?zxcnm -_w0 ow_QwCD w m XLj N Lli a =o_zw2OOm J Z W � co O Q §� O O Q 06 O Z� Oaw Q�00 ¢� 2 U p U Of ,,Z�A1 ~' V C N Lu ZoWLu Wwcr0ZZQ W < Z 1 M W LU L) O d z a M O O=U Oozz O F_ N CCSO 6W Qz tiV QOw LLr- zwo 0 ) O z-0 m ww Ow �Z N ZDQZ " m = V U 0_ r O z O ^ � O a, w _j=x � � nW �0 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 959 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 909 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 909 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(8), "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 909 OR MORE THAN 969, 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 509 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 959 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 o o W o 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. z " W W Z - a U) m w co W W¢ F Lu (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) LL Z g z CITY STD. NO. DESCRIPTION ® ST -1 STD. NO. CURB AND GUTTER (TYPE "A ", "B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 ST -17 SIDEWALK ® ST -4 RESIDENCE DRIVEWAY ® ST -5 ST -2 DATED HOUSE NUMBER FOR CURBS ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -7 ST -19 CROSS- GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 ST -20 STREET SPECIFICATIONS ® ST -10 W STREET SECTIONS ❑ ST -10A ST -21 STREET SECTIONS ® ST -11 (D STREET CROSS SECTIONS ❑ ST -12 ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS ALLEY CROSS SECTION ® ST -13 W SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ® ST -15 CUL -DE -SACS ® ST -16 D -11 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS w Z_ 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) I- O CALTRANS STD. PLAN DESCRIPTION C:) ® RSP A88A & B CURB RAMP DETAILS NOTE: 14.5' DIMENSION IS TYPICAL, UNLESS 114.5' 14.5' 1 NOTED OTHERWISE ON PLANS, SEE PLAN VIEW _Ff YP. 5' SIDEWALK 7' LANDSCAPE AREA 7' TYP. 22' TYP . PRIVATE INSPECTION NOTICE TYPICAL DRIVEWAY DIMENSIONS N.T.S. ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT 0.02' TOLERANCE ON SPECIFIED ASPHALT CONCRETE (A.C.) THICKNESS. ANY PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE SHALL BE GROUND DOWN 0.10' AND REPAVED TO SPECIFIED THICKNESS. U z o co CIO rn Lo u o W z L N > U LL -a cfl a) X c ) (, LL Q z _ w m N LLJ W N co Z a) o cl) N iu z `Y' W N o 0 0 N r L w=¢ z H Z w W= O m w¢ CITY STD. NO. DESCRIPTION 0n w H w z O J Z° w o Q 5 o of W w V) o w a'2�2�ui 12 z ® ST -17 WIDE CROSS- GUTTER LLISOTW W �O§w Z F o o, o Df �aOOOwQOvwic9 ❑ ST -2 DATED » 6/2/99 MEDIAN CURBS (TYPE M » >, M -1 n » AND M -2» ) ¢ o a F Q F= z W w Z z O K Z p ❑ ST -19 HANDICAP RAMPS O �� ❑ ST -20 PRIVATE STREET GATES o w o Z W Z w vi 2 ¢ p 0 - -'-R z w ❑ ST -21 REFUSE CONTAINER PAD ¢_ F p Z w o O O m W w Z -� (nH J (D g o�¢ Q w o Z p¢ ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION REQUIREMENTS Q W ° a w o o W ZtWWwOw °QQ ❑ D -10 SIDEWALK UNDERDRAIN m z a w W U ¢ w Z= O 0 z Z o ❑ D -11 DRAINAGE BASIN O O w H Z w¢ O T w Z W Z U) Z m - ZO W W -W U -p r- w w w W W ¢ o �' �j D -14 CATCH- BASIN, TYPE "A" _ cn W �OOZp Z ¢ a W W ❑ D -15 CATCH - BASIN, TYPE "A -1" W= Z a Q o 0 ® D -16 GUTTER DEPRESSIONS c Q o °- o u xwo p d' w W I w O CO ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION o m ° W O] W O w z J Z o¢ [O ® SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS W woowzQcn> -w = _ � ® 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 w Z_ 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) I- O CALTRANS STD. PLAN DESCRIPTION C:) ® RSP A88A & B CURB RAMP DETAILS NOTE: 14.5' DIMENSION IS TYPICAL, UNLESS 114.5' 14.5' 1 NOTED OTHERWISE ON PLANS, SEE PLAN VIEW _Ff YP. 5' SIDEWALK 7' LANDSCAPE AREA 7' TYP. 22' TYP . PRIVATE INSPECTION NOTICE TYPICAL DRIVEWAY DIMENSIONS N.T.S. ALL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT 0.02' TOLERANCE ON SPECIFIED ASPHALT CONCRETE (A.C.) THICKNESS. ANY PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE SHALL BE GROUND DOWN 0.10' AND REPAVED TO SPECIFIED THICKNESS. U z o co CIO rn Lo u o W z L N > U LL -a cfl a) X c ) (, LL Q z _ w m N LLJ W N co Z a) o cl) N iu z `Y' W N o 0 0 N r L ti N a M w _> v ° o w c' o Q C/) Z F__ Q J Z W 2 W 0 (0 NT CN rN%., Lli W 3 rya W w V) o Q 0 Df a W w �� W = W a_ z _j 5-: (D m W w W U ccn > W W -W LL a o a LL ti N a M w _> v ° o w c' o Q C/) Z F__ Q J Z W 2 W 0 (0 NT CN rN%., II N i V) w Ld t ar o Q w 0 U) O z 0 Q 0 z U) Q N i Z Q z o Lo W N � DATE 11/17/2014 i PA JOB No. 13 -2750H E SHEET 0 a E i 0 2 N OF 8 SHEETS W W 3 rya W w V) o rn V , II N i V) w Ld t ar o Q w 0 U) O z 0 Q 0 z U) Q N i Z Q z o Lo W N � DATE 11/17/2014 i PA JOB No. 13 -2750H E SHEET 0 a E i 0 2 N OF 8 SHEETS CONSTRUCTION NOTES F1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' 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') 75 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 (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 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 © SEWER CLEANOUT OO STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 80.00' 181.29' 129'50'22" 170.93' C2 55.00' 86.39' 90'00'00" 55.00' C3 37.00' 58.12' 90'00'00" 37.00' C4 37.00' 12.86' 19'5511" 6.50' C5 33.00' 27.16' 47'09'23" 14.40' C6 42.00' 201.08' 274'18'46" 38.95' LIVERPOOL WAY (SEE PARCEL MAP 12100 STREET PLANS) 0- BOTANICAL DK�vt (SEE SHEE1 6) PHASE 2 (PRIVATE STREET) H LIOTROP COURT 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 EXISTING GROUND PROF /LE �AT CENTERLINE - - -- ----------- - - - - -- —_ -- marl- UN porn - — - — — — — — - - — — — — ------------------ -- - O Z rli a_ O N Lr) � M c0 r7 + ro + M O p m X00 r7 + � CD OD . O . Y . . . . . . . . . . . . . . . ¢�=nOzwDoom W J ww�Z –� m� , ,��{ W NM Z ¢ ` Z � 356 ... `` .................................. � :.� ................................................:. ....... ................... ............................... ............. ..........�i : : : : -0.25q .. ...............= 0.25........:........ 354: . . . . . . . . . . . . . . . . . . . . . . . : FI .DESI OYt21NE PRDF/LE _ .............................. 5� II 30' 30' II 22' 22' 8° II 1► � II a II I I QQ II ' �n w II gQ 0 II 0 ll' w � rr rr ' J lr o � HORIZONTAL: 1"=40' VERTICAL: 1"=2' F —0-25%- 0:227. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 ......... .............................................. .:...:...:...:...:...:-..:...:...:...:...:...:...:...:...:...:...:. ..:...:... :...:...:...:...:...: :...:...:.. 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 NORTH FLOWLINE PROFILE 5.8.12' EXISTING GROUND PROFILE A T CENTERLINE ON CURVE -- -- -- -- -- -- -- - — — — - - - - -- CD-- - — - - - — -- ------- - - - - -- - - -- III m L6 W L6 cD C!) M O r M N + c0 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .La . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r-oo 356 ........... . ........... ............. : 354: : : : : : .......................... .. ............................. -- ......DESIGN FLOWLMIEPROFILE -j..: .'... ............................... . 025% 00 N M Ln M :... :356 :...:354 \.:352 18 +00 19 +00 1 c c c LLI w w w 2 O w i II Lo Q� O Z rli a_ O N Lr) � co Lo Mil ro °~ wxO Z m �. M . . . . . . . . . . . . . . . . . .+ r7 + � CD OD . O . Y . . . . . . . . . . . . . . . ¢�=nOzwDoom W J ww�Z –� m� , ,��{ W NM Z ¢ ` Z � ...................` o+o —0-25%- 0:227. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 ......... .............................................. .:...:...:...:...:...:-..:...:...:...:...:...:...:...:...:...:...:. ..:...:... :...:...:...:...:...: :...:...:.. 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 NORTH FLOWLINE PROFILE 5.8.12' EXISTING GROUND PROFILE A T CENTERLINE ON CURVE -- -- -- -- -- -- -- - — — — - - - - -- CD-- - — - - - — -- ------- - - - - -- - - -- III m L6 W L6 cD C!) M O r M N + c0 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .La . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r-oo 356 ........... . ........... ............. : 354: : : : : : .......................... .. ............................. -- ......DESIGN FLOWLMIEPROFILE -j..: .'... ............................... . 025% 00 N M Ln M :... :356 :...:354 \.:352 18 +00 19 +00 1 c c c ......... .............................................................................................................................................................. ....................... . - 0..2590 ....... 00 N n n M .IDENTICAL POINT ... ..356 :.. /. :354 '0:22 352 ........................................................................:...........................................:..................................... ............................... ............................352 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 SOUTH FLOWLINE PROFILE U LLI w w w 2 O w i T m m J H a Z w p Q z m it Lo �� J~ O f- w Z a- Z C Cy) NO N r1i a- P6 m ro °~ wxO Z m M n (v to r7 f!) N Q � O f 0 Y . O . Y . . . . . . . . . . . . . . . ¢�=nOzwDoom W + ww�Z –� m� , ,��{ W NM Z ¢ n/ Z Z � Ili 00 � o 9 Q I o+o v) t_ D: Z L� J -� Cl °2 ....................fit.... ......... .............................................................................................................................................................. ....................... . - 0..2590 ....... 00 N n n M .IDENTICAL POINT ... ..356 :.. /. :354 '0:22 352 ........................................................................:...........................................:..................................... ............................... ............................352 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 SOUTH FLOWLINE PROFILE U LLI w w w 2 O w i i m m J H a Z w p Q z m v mw zLL� cwi�mw�ww¢�o J~ O f- w Z a- Z C Cy) wQZU – Z ° �/� 6) LC) �Oa�Oz JcnujU_ ( v! O Z W W �U�Qp(5 Z Z L W h J W Z ° °~ wxO Z Q j Ow �cn Qo ¢Oao¢���=z Q f!) N Q Zzv_ op }° O O f 0 Y C7C7�OJ Oo °a ' 'V�/�J 0 p w ZQ w R w F cn O Q Q � 00 N ¢�=nOzwDoom W W CO ww�Z –� m� , ,��{ W NM Z ¢ n/ Z Z � Ili 00 � o 9 Q I / / - -) C;�y � w Q 0 DL N W LL clL Lu w O z c=7 n_ 0 .. W w w p o ai > Lli W LL w LL a o a 00 d0 � J Li _> 0 W Z CD Q J z qqj. O � N U wow ovo � Q� ��o 1 �- w w s w cr ry 3 11 1 N r Ld LLJ w N t\ H V) Z U) Z a o � W N � DATE 11/17/2014 PA JOB No. 13 -2750H co 0 SHEET 0 L a E ° Ln OF 8 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3, 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' 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 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). M PROPOSED 4' WIDE SIDEWALK- PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. 12 � S�w \ 11 Ckj II H ! ^m ~ 0_ I E \ J Ld J N- Ld' ; O OF WALK O 0 O Ld 0 0 OZ OOJ Q vc� r7 __ Z v+ Nr Oa c0�! �� 00o j (0LJ 28 co+ X)N + Lo C3 +� + �J o T O U Q Ln LJ i 1 1. <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 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 © SEWER CLEANOUT OO STORM DRAIN MANHOLE -- RIGHT -OF -WAY - SEWER STORM DRAIN -''' - -' -- EXISTING EDGE OF PAVEMENT 29 TYP 11 w1 CO 06 `2 , +�I N 30 �I 31 32 6;i 33 lf) In Ln Ln N d } F- 0 0 L'I� Ln PROPOSED R/W & BACK OF WALK 34 -L-3i YP 12 12 +18.16 �-� C3 13 � 14 15 16 - - N89'02'50"W - I- - - - - - - - -- ----- - - - - -- ----------- i� 000 1 r, I A N I - C� ice/ N \\ C5 5j \ SIB \ \ (PRIVATE STREET) LAUREN COURT 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 n U om on N O +6 O N LO J LL_ UI 0! J 0_ a O _U r Q H + W F- (o > O �Z 35° V) V) = Z � O F_ Z � Li.l 00 16 +7_ _ 5.02. - - -- -mac PROPOSED EASEMENT RADIUS & BACK OF WALK TANGENT C1 NI 39.04' 89'28'07" LC) C2 1Typ �Typ '-M TYP 21'06'02" 93.12' C3 518.00' 165.84' + 83.64' C4 Q Ln LJ 152.45' - PROPOSED R/W & "I C5 m L� a- 90'36'59" r� O rn 488.00' 10.00' 1'10'27" 5.00' °� 512.00' BACK OF WALK 1'07'09" 5.00' C8 N 27.16' 47'09'23" 14.40' C9 42.00' _u_ LL_ 38.95' zQ Jo =oOao FF- = Q > J 0 m to Lf) n r- d In Z ° U _� w §QO1j0 ocn_ O n p 0 M p 0- r`) + M L m w O w z J z 0¢ m Q W. J, W U d> F- N p o r7 0 / M M r7 . Op � +. OZ c j Q O .�. -i . . . . . . . . . . . . . . . . . . . . . . . . . . N + fD CN . . . . . . . . U II II I� LLi I.L. . . . . . . . . . . . . co ° U ar a U EXIST /NG GROUND PROF /LE TI r cD zo of ,Lj. 358:... :...: .. � GJ °t" ..co.po . :... :....... :...:......� :...:...:.. ........ ,.. .:....... :... :.ATCENTERCINE..:� t� r7 J U- r7 Lo r7 :...:... -358 + m _ + i O O -- - - - O - - - - -- - - - -- - -- O ............. - - ---- j =\ N w 42 N 41 40 39 38 II �JI, -. Lo - -- - - -- - '� 5 6 II � �w oZl 43 \\ OU O Q 0 00 �N 356 ................. --0.2 %............ `00 ... ............................................................. N_J ........ ........1. 56 -0.25% �N) t r7 00 ............:....... ............................... ......................... .. . . - o. 25 %. . . . . . t+ LDS -0 �Or`) O + . . . . . . . . . . . . . � I. .+0.20% . . . . DESIGN R0KINE PROF /LE Qj0 + O� 354.. ...........................................................................................................:...........:...:... :...:...:...:...:...:... :...:.. OJ Off` 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 NORTH FLOWLINE U- _ 39.54' - .{ u CL ON CURVE PHASE 2 (PRIVATE STREET) LAUREN COURT 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 n U om on N O +6 O N LO J LL_ UI 0! J 0_ a O _U r Q H + W F- (o > O �Z 35° V) V) = Z � O F_ Z � Li.l 00 16 +7_ _ 5.02. - - -- -mac PROPOSED EASEMENT RADIUS & BACK OF WALK TANGENT C1 N 39.04' 89'28'07" LC) C2 500.00' O 21'06'02" 93.12' C3 518.00' 165.84' + 83.64' C4 482.00' 152.45' U "I C5 m L� a- 90'36'59" r� O rn 488.00' 10.00' 1'10'27" 5.00' °� 512.00' 10.00' 1'07'09" 5.00' C8 N 27.16' 47'09'23" 14.40' C9 42.00' _u_ LL_ 38.95' rs6 411tR F p�R p00� ' N � ,210 0 2? l S) 8' / I I� l Il �\ O Fg3,ASe' \ \ \ \ \\ 1941, 00 f F O CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25.00' 39.04' 89'28'07" 24.77' C2 500.00' 184.14' 21'06'02" 93.12' C3 518.00' 165.84' 18'20'39" 83.64' C4 482.00' 152.45' 18'07'17" 76.87' C5 25.00' 39.54' 90'36'59" 25.27' C6 488.00' 10.00' 1'10'27" 5.00' C7 512.00' 10.00' 1'07'09" 5.00' C8 33.00' 27.16' 47'09'23" 14.40' C9 42.00' 201.08' 274'18'46" 38.95' 5 c9 �gsF�F�oA � � \�q�oq�CFSS oq / Fo�o /�oFST 1�5 36 "� %qq'� C-D \ P�� �<�3 >kj �qA � Q co � N � J � m N a Lu w ? c� Z w o a O� U O a F m ° J Ww�w �zLLW z o U Z o_¢zU�z w00 U Z 37 II z II 11 cn z Ld a_ r7 r7 r7 LAJ a H U LL F- <aWxzz�o°w� 0 � C.1 CO r, r- 00 0 N -O IIUn N Lpw a0 C� Y CO Z cnz�wo W W } >OUZScow °wzw��w� -u)o rj U m ! 00 � Lo ww�z- ° ooZ°¢QWOOO¢ ,��C co LLI Qom? O W Z II U) r7 Z � Zapwww��0°zQ N Z cy') W IJi LJi. LJi.. 3 to V) f- U 00 C2 n LIB O C W w Q H U Z O 0_ 0_ to d -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' U ° - 39.04' N a Lu w ? c� Z w o a o woco Q 0 r m W W O a F m ° J Ww�w �zLLW z o U r') M o_¢zU�z w00 ai L!i ON CURVE j �OZJCn cIiU �rt 0 Z 0 ti `''= N W 20=2 W (nUQx Z F' -? 0 a H U LL F- <aWxzz�o°w� 0 � C.1 CO 0'N U m 11 P) � o 0 N -O IIUn N Lpw a0 C� Y CO Z cnz�wo W W } >OUZScow °wzw��w� -u)o rj U m ! 00 � r ww�z- ° ooZ°¢QWOOO¢ ,��C co LLI Qom? O W Z II U) r7 Z � Zapwww��0°zQ N Z cy') W 6 a Z a H W> 0 U) cD r7 to tf) i N7 to V) f- LD to 00 C2 n LIB C W w Q H U Z O O O 0_ to d zQ Jo =oOao FF- = Q > J 0 m to Lf) n r- d In Z ° U _� w §QO1j0 ocn_ O n p 0 M p 0- r`) + M L m w O w z J z 0¢ m Q W. J, W U d> F- N p rr) m r7 F- 0- U W < Lj M M r7 . Op � +. OZ c j Q O .�. -i . . . . . . . . . . . . . . . . . . . . . . . . . . N + fD CN . . . . . . . . U II II I� LLi I.L. . . . . . . . . . . . . co ° cv o ar a EXIST /NG GROUND PROF /LE `r+° cD zo of ,Lj. 358:... :...: .. � c6 o °t" ..co.po . :... :....... :...:......� :...:...:.. ........ ,.. .:....... :... :.ATCENTERCINE..:� :...:... :... :... :.... - J U- Lo Z�:U- :...:... -358 + +r +.� -- - - - - -- ---- - - - - -- - - - - -- - - - -- - -- - - - ............. - - ---- O OJ O.+ -- -. - - - -r- - -- - - -- - '� 356 ................. --0.2 %............ ... ............................................................. ......... ........ ........1. 56 -0.25% ............:....... ............................... ......................... .. . . - o. 25 %. . . . . . I . . . . . . . . . . . . . . . : . . . . . . . . . . . . . � I. .+0.20% . . . . DESIGN R0KINE PROF /LE - 0.2590 : -0.25% 354.. ...........................................................................................................:...........:...:... :...:...:...:...:...:... :...:.. 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 NORTH FLOWLINE PROFILE _ 39.54' - .{ u CL ON CURVE 014- N ^ a N 9 p W 00 aj U CD w r- N Lq cD Co Lu LD r O Lo O m N 0_ 4 n 1- to tC) r7 00 Oo to �- r7 Oo 06 � 00 Ln M OO O to M r to M . . . . . . . . . . . 0 r4 . . . . . N ". OZ -c,4< Ow 00 J . . . . . . . . . . . . . . . . . . N'- . . . . . . . . - + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +O . . . . . . . . . . . . SO N Lo r r�) . . . . . . . . . . . + . . . . . . . . O r v d '� N a : : : : _ : : T EX /STING GROUND• PROFILE : : : : : .- .� IDENTICAL POINT 358 : . . . . . . o "' oo! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AT CENTERZ. . . : : �J : � : : ` : . . . :358 n. �*o �� :...:. - - - -- -- -- - - - -- - - -- - -- - - - - - -- - - -. - . . . . . . . . . . . . . . . . . 356 :...:............... • -a -5690 • ............................. - 0.25 %.............. : ..... .... .. .................. ... ...... 56 ............................................ ............................... :.- .2590.............. : : : ...: ................. ........ DESIGN fZOKINE PROF /LE .- 0.20% -0.20% 354 ................................................:................................................................. ............................... ............................354 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 SOUTH FLOWLINE PROFILE U ° - W o a- LLI 0� � N a Lu w ? c� Z w o a o woco Q 0 r m W W O a F m ° J Ww�w �zLLW z o vim=ZjwQF =° � �oFz-0z r') M o_¢zU�z w00 ai L!i ��FWZ° >m c4 0 �OZJCn cIiU �rt 0 Z 0 ti `''= N W 20=2 W (nUQx Z F' -? 0 Q w (B co H U LL F- <aWxzz�o°w� 0 � C.1 CO Q W p Q W= W z °0z°'x- -UEZ~�° U =� fn X z ��- °}W w�oz w += Q V) W °LL l j fn W m m o ^ L I..L \j, 0000%oop0a- ��wSw C� Y CO Z cnz�wo W W } >OUZScow °wzw��w� -u)o < m Q QFx°°Z�), oom N W _, Cfl ww�z- ° ooZ°¢QWOOO¢ ,��C co LLI Qom? O W Z ¢�o� °=UO °° L c� cb Zapwww��0°zQ N Z cy') W 6 a Z a H W> 0 U) r r U=ow tzz -) <LD CO Lip ?m��z-w C) O Z W W O W- N C W w Q H U Z O 0^ r Sz¢ww I..L zQ Jo =oOao FF- = Q > J 0 Cn V C�cnw2�z¢QO° Z ° U _� w §QO1j0 ocn_ 2 W O Q_' W a w Z r UJ<0LL�WUJP5 > °F-z�( -, ! c- CD L m w O w z J z 0¢ m Q W. J, W U d> F- LU W O o W Z QQ V) >- V) F- 0- U W < V 1 _ W o a- LLI 0� � N a Lu w ? c� Z w o a = w F- a o Q 0 r m W W rl� NEER U w > U O C:� Ld 0 Z (.c) Q J � w N w I, O 0 LLJ z Q - � J W W V J 0 11 N r` F- F- i F- uD N r` F- F- V) Z Z d 0 V) W N r- DATE 11/17/2014 i PA JOB No. 13 -2750H F SHEET O Q E 0 Ln OF 8 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. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' 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') 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). 07 PROPOSED 4' WIDE SIDEWALK- PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. \ \ 30 .� INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 80W ARRAY) WITH 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 DO STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN —'L - "— EXISTING EDGE OF PAVEMENT 11 I) W N � N N N N + � N PHASE 1 U a M N co + J J � AA �o FLL 14+77.34 G� t� O z Ld Q C Ld V ~ o v CL Q of � rn rn 00 000 CL U- I � U 0 0- NOTE: SEWER MAIN AND LATERALS ALONG VINERY WAY ARE EXISTING PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (PROTECT IN PLACE) (PRIVATE STREET) VINERY WAY 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 -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' J J 0 0 0 PROPOSED BLOCK WALL (H.O.A. MAINTAINED) R/W 12' OR 18' --I 5' 1 7' OR 13' (LS) 30' 18' W /PARKING C/L I 30' 18' W /PARKING CURVE TABLE 39.27' RADIUS LENGTH DELTA TANGENT C1 U 39.27' 90'00'00" 25.00' 1 ON CURVE I 117.11' 21'06'02" 59.23' C3 300.00' 0 I 21'06'02" 55.87' U cj:: w cn it W i In . U r; II � .-tea ,t II � ^ ^0 r- ! � U m co cn 47'09'23" II U tow 00 N II of m ! a � 1 1 30' 30' 18' 14' Z p w W w w o Q f�I� 12 5' 7' � JW �Jw Lo Lo N (S) 0 (S) O �- NM Nm -2% 2% 1 1 2% MIN. 2N� 2% 2% u. r I m W O w Z J Z o¢ m _j �_ JIM PARKING ALLOWED NO PARKING ALLOWED ACV �� m� -1tf) 1� CIO m . . . . . . . . . I . . X Op NM• OZ �Q. OZ .06< . . . . . . . . . . NI +I . . . . t . . . . . . . . . . . . . . . . .N+ . . . . . +Lo . . MIn !o rnj N .m . . . . . . . . . . . . . . . . . 00 . . U-3 M. . . . . . . . . . . d v0 wr �� T N '- + + + d 358 :...:...:. o a �� o° ' M O N •- rJy M J r7 J! �. •- 358 +..m............ ...................... ....................�- ........-- •••.... ........... + + ° + ° EX /STING GROUND •PROFILE ° Cl AT CENTERLINE - - - - - - -- — —. -- � 0 .25� ±0 356' .:. :..177 ..:...:...:...: ±0.27 %: :. ±0.27%. . : +0.27% .......... ............................. .25% ............. 356 +0 76 a +0.2 . : DES /GN FLO{ti1 /NE PROFILE 354 ..................... ........................................................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . 354 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 NORTH FLOWLINE PROFILE 39.27' U 0 ON CURVE IDENTICAL POINT Of UN I� F, 11 F-: d- I1�:m ~�' �� I C� Ulm 0] 4 G7 IIU N w o n IlW N m 00 L0 Ulan d co II (n IIa. 2 w In M L6 �c in � n � O co �N (6 U-) cri M O . � O� Orj C)0 OZ c)0 OZ * U) ro � dNN +� M + -��� � N N 00 cD . . . l . . . . . ��. i .NQ . �.Q " . . . . . . . . . ,} � . . . . . . . . . . . . . . . . . .nl+ . . . . . . . . . . . . . . . . . . . . �.` P�, . . . .m . . . : . . . : . . . : . . . . . .+ �. . . . . . . . . . . v+ rn r 358:...:...:... °J °2 o� U- U- . �, � 358 .oi4- + M+ +_ 'm.+ +° .......... .................. EXISTING GROUND PROFILE ....................!� �............... ...... - -- _ ° °� AT CENTERLINE ----- •- - - - - -- ----- . - - - --: : +0.25. 356 :............ .. .......... ....... +0 .25% +0.25 %- ............... ....... ........... ............................ 356 +0:34q OWL PROF DESIGN FL /NE /LE 354* .................................................................................................................. . . . . . . . . . . . . . . . . . . . . . 354 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SOUTH FLOWLINE PROFILE J J 0 0 0 PROPOSED BLOCK WALL (H.O.A. MAINTAINED) R/W 12' OR 18' --I 5' 1 7' OR 13' (LS) 30' 18' W /PARKING C/L I 30' 18' W /PARKING CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 25.00' 39.27' 90'00'00" 25.00' C2 318.00' 117.11' 21'06'02" 59.23' C3 300.00' 110.48' I 21'06'02" 55.87' C4 282.00' 103.85' 21'06'02" 52.52' C5 33.00' 27.16' 47'09'23" 14.40' C6 1 42.00' 201.08' 274'18'46" 38.95' R 1 12' OR 18' — 7' OR 13' 5' (LS) 12 2% ^_? R4W 11' 5' 6' 0 (LS) 2_ 2% LODEN DRIVE SECTION IS SHOWN FOR REFERENCE ONLY (TO BE DONE AS PART OF PARCEL MAP 12100 STREET PLANS) C/L NO PARKING ALLOWED R�W 30' 30' 15' 8' 15' "NO PARKING" LANDSCAPE "NO PARKING" 11' MEDIAN 6' 5' 10' (LS) ❑L/S LOT TYPE "M" MEDIAN CURB TYPE "M" MEDIAN CURB % rr J J 0 0 0 ** - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 3:1 MAX. NO PARKING ALLOWED PROPOSED STREET SECTION PRIVATE ENTRANCE STREET WMSP RESIDENTIAL ENTRANCE STREET NOT TO SCALE U ul - 'y- SEE PLAN VIEW FOR STRUCTURAL SECTION F 2 d U 0 Wm 0 U) w p w p UnZw W Z O PARKING ALLOWED PARKING ALLOWED NOTE: STREET TO BE PRIVATELY MAINTAINED ** - WIDTH IS REQUIRED AT INTERSECTIONS �^ vJ o cn w i- p zO J - C6 2 MM Lij FOR ENHANCED LANDSCAPE TREATMENT Z -0 � -1 W 20 = cnU¢ (D F-- PER "WMSP" EXHIBIT 4 -19 'o cu:" zaW�zz°�� O w U) Un Q > U`- Qoa°QW <xE=z PARKING ALLOWED ON BOTH SIDES Q0�F_ w�OZmw °m to a� X O Q (n W Y�WWCn ZQ A WMSP RESIDENTIAL STREET C7 <7 OJ O ° a /1 `1 W Z iB jOU�2.0. °wQwm'a-f WI— -0 rte+ NOT TO SCALE c==ozW�oom LU ,� CO R/W C/L R/W a � 1 1 30' 30' 18' 14' Z p w W w w o Q W j 12 5' 7' PARKING NO PARKING 16' - - Cfl (LS) o (S) 0 (S) O �- � 8 Q ° W ° a = ~ O -2% 2% 1 1 2% MIN. 2N� 2% 2% u. r I m W O w Z J Z o¢ m SEE PLAN VIEW FOR STRUCTURAL SECTION ¢ � J - w U a > �- W W UOwz Un >- U) PARKING ALLOWED NO PARKING ALLOWED NOTE: STREET TO BE PRIVATELY MAINTAINED PROPOSED STREET SECTION PARKING ALLOWED ON ONE SIDE WMSP RESIDENTIAL STREET �+ NOT TO SCALE R4W 11' 5' 6' 0 (LS) 2_ 2% LODEN DRIVE SECTION IS SHOWN FOR REFERENCE ONLY (TO BE DONE AS PART OF PARCEL MAP 12100 STREET PLANS) C/L NO PARKING ALLOWED R�W 30' 30' 15' 8' 15' "NO PARKING" LANDSCAPE "NO PARKING" 11' MEDIAN 6' 5' 10' (LS) ❑L/S LOT TYPE "M" MEDIAN CURB TYPE "M" MEDIAN CURB % rr J J 0 0 0 ** - LANDSCAPE SLOPE MAY VARY FROM 2% MIN. TO 3:1 MAX. NO PARKING ALLOWED PROPOSED STREET SECTION PRIVATE ENTRANCE STREET WMSP RESIDENTIAL ENTRANCE STREET NOT TO SCALE U ul - F 2 d U 0 Wm 0 U) w p w p UnZw W Z O W WNw cnm =Z� W ¢h p M co < z U z W C p ircznFwZ ° >�_ < �^ vJ o cn w i- p zO J - C6 2 MM Lij U -1 Q J � Is U' U-1 nw�� Z -0 � -1 W 20 = cnU¢ (D F-- �- _ N w �� 'o cu:" zaW�zz°�� O w U) Un Q > U`- Qoa°QW <xE=z U CD Q0�F_ w�OZmw °m to a� X O Q (n W Y�WWCn ZQ In i IL `j Jr C7 <7 OJ O ° a /1 `1 W Z iB jOU�2.0. °wQwm'a-f WI— -0 Q m N c==ozW�oom LU ,� CO oo�z 2Ew Vy W0 0 < n)( LJ N cM "\/ Z o o�� a � zz N Lu co Z p w W w w o Q W j O a Z a Lu j O¢ o °U r � = w~ Q 0 UUt- zw Cfl LJ wmL o a�uwi�¢UOwUn�O cnwD=z¢UZOcn O �- � 8 Q ° W ° a = ~ O CJc=A� U>�O~ <QO = >o JOu)I- Of w 0 W¢ w Z5� r oQ �jcC n) w mpwz° –�¢ n m W O w Z J Z o¢ m L ¢ � J - w U a > �- W W UOwz Un >- U) PROPOSED BLOCK WALL (H.O.A. MAINTAINED) l ; w Q 0 LU a LL W W = 1 p W c� m Z w W p U W > LL1 � L Of O W Q LL a o a �y w _> U o� L'-r V O o- d� C c ;1 (r) C0 z z Q 0 U �. � W Z W W j 2 Q I`` U W - > n 0(.) � N L.L. 1...1. Q W �- W W �- z V J 0 U I I N w w F-- W N U) z cn ¢ z J d W d W i DATE 11117/2014 PA JOB No. 13 -2750H E SHEET 0 Q E O OF 8 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. ❑CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' 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') 5 F 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). 7❑ PROPOSED 4' WIDE SIDEWALK- PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. C2 10 +00.00 n 0O 5 11 Cl a - - - -- - - - --r LnI V) 27 N cc C_i co PROPOSED R/W & BACK OF WALK 11+92 <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 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 © SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT U Ila w LLJ > �cn PARCEL MAP 12100 C1 o- w STREET PLANS) I, ii~� Z CD; I ( � Jw 0) ^�i Ja J J Jcn J J 00 I Co Jam' J 00 0 O7 00 T+ O0 OZ,i �¢I GZ �C-4 00 �M r N O Lo Ii -CV 26 �� ooh` �J I 60,i II I I �� �� �0 1 00 2 00 3 00 .+ Lo L6 + +f +� +� +w + +� n +v co U- 5_ 30' 30' + ° ,� � d + + + d u� cD LL_ 12 I+ 18 29 5 SW � 71 28 C9 (SEE SHEET 5) I� W W CD 00 CV ± + N C11 (n O + . O z BACK OF WALK s TYP wQOwz?cn5 -°avpi L Q PROPOSED EASEMENT -� Qx _j,wU�Ea>I- LLJ // I ��- F_ t- oa C)CDa: C,O n Q M4' N V N I` i r 0 r- rllr ,TYP Cn O v Q (L ry 0 Iz Li M m d O z Li 3 0 3iw w Lr)o Fo m Oo U;(6 to N N + I to + + MP6 LJi..I 3 LL LJ U O a C2 10 +00.00 n 0O 5 11 Cl a - - - -- - - - --r LnI V) 27 N cc C_i co PROPOSED R/W & BACK OF WALK 11+92 <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 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 © SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT U Ila w LLJ > (SEE PARCEL MAP 12100 C1 o- w STREET PLANS) I, ii~� Z CD; I ( � Jw 0) ^�i Ja J J Jcn J J 00 I Co Jam' J 00 00 00 OBI OZ OZ O^ 06< CVQ �O O7 00 T+ O0 OZ,i �¢I j OCR OZ 06< �C-4 00 �M r N O Lo Ii -CV 26 �� ooh` �J I 60,i II I I �� �� �0 1 00 2 00 3 00 .+ Lo L6 + +f +� +� +w + +� n +v co U- 25.27' 30' 30' + ° ,� � d + + + d u� cD LL_ 12 I+ 18 29 5 SW � 71 28 C9 (SEE SHEET 5) I� W W CD 00 CV ± + N C11 PROPOSED R/W & O + 90'00'00" o 0x- 6ww =wom BACK OF WALK s TYP wQOwz?cn5 -°avpi L > > w F- - =n o cn - m m U z J Z Z Q m PROPOSED EASEMENT -� Qx _j,wU�Ea>I- -- -- -- - N // I ��- F_ t- oa C)CDa: & BACK OF WALK M4' N V N LS i r 'T45' YP ,TYP C2 10 +00.00 n 0O 5 11 Cl a - - - -- - - - --r LnI V) 27 N cc C_i co PROPOSED R/W & BACK OF WALK 11+92 <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 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 © SEWER CLEANOUT 00 STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT 12 �i 0 7M r7 00 13 13 +42.82 14 r7 00 15 I i i rN20'08 53 T - 1 - -� - -- ----- rJ - - - -� -�- -- 1 o- _ 2 - -`° 3 -- - -- -- -- `° nip 3 TYP SEE NOTE "B" BELOW oN LODEN DRIVE V) w w LLJ > (SEE PARCEL MAP 12100 C1 c; , STREET PLANS) I, ii~� Z CD; I ( � Jw 0) ^�i Ja J J Jcn J J 00 I Co Jam' J I- J 00 00 OBI OZ OZ O^ 06< CVQ �O O7 00 T+ O0 OZ,i �¢I j OCR OZ 06< �C-4 00 �M -,o -CO Ii -CV 26 �� ooh` �J I 60,i II I I �� �� �0 1 00 2 00 3 00 .+ Lo L6 + +f +� +� +w + +� n +v co U- 25.27' 30' 30' + C14 04 re) L � ,� � d + + + d u� cD LL_ 12 I+ 18 -' 4 +I- 6 1 5 SW � 71 5, i ; 1 � III s/w C9 (SEE SHEET 5) 178.98' 21'06'02" I II ! I CD 37.00' ± 19'55'11" N C11 PROPOSED R/W & 58.12' 90'00'00" 37.00' 0x- 6ww =wom BACK OF WALK s TYP wQOwz?cn5 -°avpi L > > w F- - =n o cn - m m U z J Z Z Q m Qx _j,wU�Ea>I- -- -- -- - N // I ��- F_ t- oa C)CDa: N V N LS 12 �i 0 7M r7 00 13 13 +42.82 14 r7 00 15 I i i rN20'08 53 T - 1 - -� - -- ----- rJ - - - -� -�- -- 1 o- _ 2 - -`° 3 -- - -- -- -- `° nip 3 TYP SEE NOTE "B" BELOW oN CURVE V) w w LLJ > DELTA 30' 1 1 30' C1 c; 204.04' 38 o 36.28' Z CD; 5 12' 18' 18' 12' S 0) 14.40' 00 33.00' 29.49' 5111'43" S/W w U a. o- U. w , 30 °O II 25.00' + 06 ��i C6 m VINERY WAY N 25.27' N � U) 190.77' co 96.48' OR c o LoC) - C9 (SEE SHEET 5) 178.98' 21'06'02" �I CD 37.00' ± 19'55'11" N C11 37.00' 58.12' 90'00'00" 37.00' 0x- 6ww =wom ~ CURVE V) w w LLJ > DELTA w o C1 42.00' 204.04' 38 o 36.28' Z CD; w; 27.16' ma N O cq Lo O 00 M EXISTING IMPROVEMENTS PER to IPAiCEL MAP 12100 STREET PLANSI SEE NOTE A 11 rm O r O Cn � +01 cD + c0 4 L� 1� r\ 15 +75.23 1 00 16 +93.07 17 --+- �- - *4__ (o - - - - - - -- - - - - - - -- - -�- _ 16 o r C6 I C5 s I L� `n TYP v\i - -- __- I 1 ►I 030U' 5' S /1 18' 43 LAUREN' 06 (SEES CUR T + HEE l 4) NOTE "B ": INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER PHASES 1 & 2 AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND 5' S/W • U w N N co r it 0 M O Co u_ N �o n >i NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 5 -� C8 5i 27 U w 0 N r + DD J w W CURVE RADIUS LENGTH DELTA wI C1 42.00' 204.04' ml 36.28' C2 33.00' 27.16' ml 14.40' 00 33.00' 29.49' 5111'43" 15.81' O ai 39.27' 00 °O r- 25.00' + � co C6 00 00 r­: 25.27' C7 + 190.77' 21'06'02" 96.48' 00 c 184.14' U- - C9 486.00' 178.98' 21'06'02" 90.52' C10 37.00' 12.86' 19'55'11" 6 C11 37.00' 58.12' 90'00'00" I Of U O m 00 / `o N / 0) \ / r i CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 42.00' 204.04' 278'21'06" 36.28' C2 33.00' 27.16' 47'09'23" 14.40' C3 33.00' 29.49' 5111'43" 15.81' C4 25.00' 39.27' 90'00'00" 25.00' C5 25.00' 39.04' 89'28'07" 24.77' C6 25.00' 39.54' 90'36'59" 25.27' C7 518.00' 190.77' 21'06'02" 96.48' C8 500.00' 184.14' 21'06'02" 93.12' C9 486.00' 178.98' 21'06'02" 90.52' C10 37.00' 12.86' 19'55'11" 6.50' C11 37.00' 58.12' 90'00'00" 37.00' x 7 6 SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 1 STREET) (PRIVATE 18' yE4/ TAN AL DRIV i 12 ��R�p � Sew 10 �? (sE6, E c CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER SyEEj BURT MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. HORIZONTAL: 1"=40' 3> COMPACTED TO 95% MAX. DENSITY VERTICAL: 1"=2' TI =4.5 R =48 EXISTING IMPROVEMENTS PER PARCEL MAP 12100 STREET PLAN SEE NOTE A O 39.27' 39.27' a ON CURVE ON CURVE II Lo N� U� IlOf im Nm 1--: 't- II�r II O=^ lip ^IIHN II ~� ro;a 3 r r un 0:' o) Cn U U 00 U � � a0 00 ^U O U O U O ^U rn^ ^ � •- N S a O� w E- H� t m O W r m r I- W O CO H I m W 00 m a0 a I °) r J n-i �% J J J J I r Co Q U) U7 U7 Lo w Ln Lo 00 1po r� po r7 (O N co J J 00 U) I CC) U') (o In J I�j - J M r U7 K) O U) 00 n O L r Lo � 011111 +O(� N Uj OC) -0 'o MOB r� M M O•- MO0 OU + � rn� M � M00��CD M N JIJ-I r 4 Lo � U7 OZ OZ Or `� OO `�OZ OZ � t!) +� 00 d, r +. .v!ww. . . . . . . . N QLo ,.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r7 . . . . �.Q. C,ia C,o �0II . �i¢ . .CjQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,,j . . . . . . . . . . + . . + 00f . rn . . . . . . . . . . -m It a O+ O+ �v x,00 �� .ril .Cp . vN O co 0+0 00 I CN C14 00 Lo i O J _j .00 U7 00 r 00 J 00 J 00 p0 O w' J J ' 358:..._.1.00 ................� :.. :....00 CD 0� +. + ............................... ........_............. ... . _ jj ° �'+ +C °. + +';) + - EXISTINO GROUND PROF /LE-1 J - - i T : : AT CENTERLINE - � ................ .... ... ............................... ... - -.- -..- . - - -.- ............... . . _ -- =_ -- - - -- - - -- - : - -- - -- . 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (- 0.519) . 1 . . ` }p 99 %� ................... �Dfs�ol� :. .... :...: ............. :356 �° FLOWLINE PROF /LE = 0.25. -0.20 +0.30% :+ .30% _ �. SEE NOTE "A"* A" -0.25% . . . . . . . . . . . . . . . . . +0;38% SEE:NOTE „A" rIEX /SUNG FLOWLINE PROf&f) . . DESIGN FLOWL /NE PROFILE .... ...... +0; 25% (EXISTING FLOWLINE PROFILE +0:25% DESIGN FL 0KINE PROFILE 354 ........................:.......................................:... :...:...:...:...:...:...:...:.. - :...:...:...:...:...:...:...:...:...:...:...:...:.-.:...:...:...:. ..:...:...:...:...:...:...:...: ...:...:...:...:...:...:...:354 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 U EXISTING IMPROVEMENTS PER WE S T FLOWLINE PROFILE 39.27' 39.27' 39.54 39.04' 58.12' �{ CL �ON CURVE i ON CURVE PARCEL MAP 12100 STREET PLANSI ON CURVE ON CURVE ON CURVE 11 Lo U m p x N o- co o! T x •- x cfl x r ^ SEE NOTE A ^ W r LY C.0 U-) U O U( N U r U r w U7 U r r- O H 0) U� U� N U N 0 I CN IIU m U O 0_ (A 0' O co d a W m W U7 m U7 W CC) Z O Z O m W m W 1 r m U W DD m W LI7 In U7 Lo � ~ In L0 w W Co n U7 n ' Lo O r �' U7 to U7 Oi r7 O. �� M 00 rn r7 rM 00 1 KJ W M W M N r7 M ON r7 O N O M rK) M + IDEN.TI.CAL POINT . . . . c°0,, 1 r . Q,°F°, . . . . . . . . . . . . . . . . . . .n X . N . . . . . . . . . .o.`� . . . . . . . . . . . . .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . N . . . . . . . . . . . . . cp +I�. . . . . . . . . . . . . . . . . . . . . . +' . N . . . . . . . . . . . . . . . . . . . . . . . 358:...:`` :...: ..:.. :... . ...:... . .. Z...............0 ................... _ _� _ _ - �. -- - -.358 m E,4'/STING GROUND' PROFILE - : OR cp : ATC'ENTERC /NE .Lo 00 - - - _- - - - - - - - y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O. . . . . . . . . . . . . . r . . . . . . . _ -- -- - - . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+ - � - ___ �- - _ _- -_ - _- •- - -- - - - - - - - - - - _. - -_ _ . . . i . . . . . . . . . . . . . . . . . . . . . . 356'_ - :- - .: - .: = . - - :- _ - _ . \ - .. - ...:...:...:...:...:. :...:... _ c +o.25 %) _ _ �SEE :...:..... -0.25% . .:' .569. . . : . +� 59 %..:.... -..35� :...:.. :...:. :...:. :...:...:...: 56 . . ... +0.25 %. NOT E "A" � PROFILE -0. 25% - :3 0.25% SEE NOTE "A "J (EXISANG FLOWL /NE .PROF /LE) . DESIGN FLOWUNE PROFILE 0..52% - ...... ...... : +0.24% ......+.0:240 :.......:........ 355. 71. - -. +0.20% +0.61 % FL DESIGN. FL 0KINE PROFILE 35'5.26 354........... I. .: ....... FL .......................... ............................... ............................354 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 EAST FLOWLINE PROFILE U paUp wOcn � 1 wpwF- moJ m w Cn z w j �J z O W W F =nmw��waHo � ;�o�rx -LLzaz aazv�z� Lzo M CA L0 crew - Z0 >°F°`nQ � ^- vJ c6 O 55 - %.W E � zwwRog: wT8w1zmw W L_N §-< W x 0 == W m O Q= � � W � zHU'T [o)f ix� . < > U �- ¢a���owz U C,z� §U ZpF- W _�Q0 X ¢EO 3:0 zmw ww�wwuiUmzvo O L+= Q r/1 LL vU�, F,Z�°xp°w°_L Z W w�> O U Z= m pwQw��w� -us0 m CN Q� =ozw -oom W 0 0�¢ g p z o a W ,���x( W W a) c) Z }Zp< U) Uz> �a <. =,w ap w w o z z N Lu M z w w" Q OaZw� W j W �- o<0_ i- N Qo U=O W ~aUQOO Cfl z w w O W N =ai�w�= -U�zp� O f ZQ Q�ow8oap� x =�1 -QUA =n W .O C7=nwx�zQQOp Zw =U=nwx��� QQOj > >JO0U) 0x- 6ww =wom wQOwz?cn5 -°avpi L > > w F- - =n o cn - m m U z J Z Z Q m Qx _j,wU�Ea>I- w W UOwZ<U) }U) x = F_ t- oa C)CDa: \ ,y Q 1J W N a tt O w w w z_ T LLJ w C-) w � w w LL a o as c,vNEER bjd- co O � � O� U o cy\y of `4v U) z n �- Co W Z > wN0� 2 w J / � Q 0 V - C) Z Q G 0 co W W 0 3 0 v I N r W W N Z U) Q z J O d � CC) w N U DATE 11/17/2014 PA JOB No. 13 -2750H co SHEET E 0 a O Ln OF 8 SHEETS 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. m CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) ® CONSTRUCT 12' 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') 05 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). E7 PROPOSED 4' WIDE SIDEWALK- PUBLIC UTILITIES EASEMENT BY SEPARATE INSTRUMENT. FL FLOWLINE STATION (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. ire] PROPOSED EASEMENT & BACK OF WALK M 4'7 W CL -'4 � Lq + 1\ O U-) N + O o RN O0 -O- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O• 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 © SEWER CLEANOUT O STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT IIU O JW J Jm mI B OZ' CD �U ct c6 Q C4 w N r- ��QUET pRl V +W 16 15 w' Q iSEE SHEET Q EMS r- � N d M 6'5'5' 8) � - � ; 1 + +mot +� +J 30' wo � N. �± �` 5' 16' 114, 30' cn T 18' 12' S/w N o `° U- • 5' I SW � :6 I I v / 1 I 2 11.E 14.5' � 6 TYP � i • ` 3 TYP I � 3 LS) I _ cn 2 - C8 I C9 ca LS -12 12 +97.53 -'O� LS - - - i-�--- - - - - -- - - 1 1 14- 0 f U O II v I II h gAs � L2 358.... Lo Lo X92 ...... . . . . . . . . . . . N ON CURVE I rn � N U �I J W ' . . . �1 II 0 Z II r Q II r O ro Ln + in 0- �I Q ro 11 U + N 21 w 22 U °W Nj ° T CN 10.00' +W r!� O 00 of v 358 W �r 88'42'14" 24.44' - 25.00' 0 v II C10 1 < 115.88' � 00 II 0 10.00' X I + N rz + O �O T .- . i==0MF-0o Cc' Q2i Oa n �� II II II � J II mZ . . . . . . . . . . . . . . . . . . . 11 EX /STING GROUND . PROF /LEA c 4.++ CN + �w 13: : : CL W W O U- W : : : : AT CENTERLINE '� 4 PHASE 1 O Ln N N + + m _ ^ - - - :356 Li 1 L.L U O : CL W CL -'4 � Lq + 1\ O U-) N + O o RN O0 -O- INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O• 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 © SEWER CLEANOUT O STORM DRAIN MANHOLE -- RIGHT -OF -WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT IIU O JW J Jm mI B OZ' CD �U ct c6 Q C4 w N r- ��QUET pRl V +W 16 15 w' Q iSEE SHEET Q EMS r- � N d M 6'5'5' 8) � - � ; 1 + +mot +� +J 30' wo � N. �± �` 5' 16' 114, 30' cn T 18' 12' S/w N o `° U- • 5' I SW � :6 I I v / 1 I 2 11.E 14.5' � 6 TYP � i • ` 3 TYP I � 3 LS) I _ cn 2 - C8 I C9 ca LS -12 12 +97.53 -'O� LS - - - i-�--- - - - - -- - - 1 1 14- 0 f (PRIVATE STREET) t� 10 23 � m� II � I�F- II of tYJ �U Opw pZ DU COI NQ N � W n -CV N NO n• LODEN DRr m VE (SEE PARCEL W Lq MAP STREET 12100 PLANS) F 21' I 19' i40' I 10'I�I`15'8° 15' 21' S W I If (I 11' I1 10' IIII I I I 5 1 1 I1 C I I1 I I S/w cq - I � ______ �'_- _ 1 ✓�q cif 1 V / 1 Q Cl- 60' 1 I1 1 I ` 18, 1 N I 1 5' S/W i U O II U v I �J TYP \� PROPOSED R/W & BACK OF WALK L2 358.... Lo Lo C14 ...... . . . . . . . . . . . N ON CURVE I rn � N U ON� CURVE m II U pm J W ' . . . J . . . . . . . . . . . . . . . . :L4 356:...: :... :...:...:...: ! I'd- J m In � r r 4 n In 4 m� 117 r O ro Ln + f + ro o w a ro prj fn U U + N 21 w 22 U °W Nj ° T 20 10.00' +W r!� O 00 of v 358 W �r 88'42'14" 24.44' - 25.00' rn 88'56'32" II OR C10 1 . 115.88' t N 00 M+ 00 U-) 10.00' M + N rz + O �O T .- . i==0MF-0o Cc' Q2i Oa O� J . . . . . . . . . . . . . . . . . . . . . . EX /STING GROUND . PROF /LEA c 4.++ CN + c+., ��- : : : i U- : : : : AT CENTERLINE '� 4 PHASE 1 (PRIVATE STREET) t� 10 23 � m� II � I�F- II of tYJ �U Opw pZ DU COI NQ N � W n -CV N NO n• LODEN DRr m VE (SEE PARCEL W Lq MAP STREET 12100 PLANS) F 21' I 19' i40' I 10'I�I`15'8° 15' 21' S W I If (I 11' I1 10' IIII I I I 5 1 1 I1 C I I1 I I S/w cq - I � ______ �'_- _ 1 ✓�q cif 1 V / 1 Q Cl- 60' 1 I1 1 I ` 18, 1 N I 1 5' S/W i U O II U a_ III � rz L2 358.... Lo Lo C14 ...... . . . . . . . . . . . N ON CURVE I rn � N U ON� CURVE m II U pm J W ' . . . J . . . . . . . . . . . . . . . . :L4 356:...: :... :...:...:...: (PRIVATE STREET) t� 10 23 � m� II � I�F- II of tYJ �U Opw pZ DU COI NQ N � W n -CV N NO n• LODEN DRr m VE (SEE PARCEL W Lq MAP STREET 12100 PLANS) F 21' I 19' i40' I 10'I�I`15'8° 15' 21' S W I If (I 11' I1 10' IIII I I I 5 1 1 I1 C I I1 I I S/w cq - I � ______ �'_- _ 1 ✓�q cif 1 V / 1 Q Cl- 60' 1 I1 1 I ` 18, 1 N I 1 5' S/W i LIN W DRIV �f CONSTRUCT MIN. 0.20' TYPE "B" R.C. PAVING OVER 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 NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. cOp 000 W I II U to II x CV �U 38.70' me OLIO 0 Un Lo U 38.63' ^ ON CURVE I rn � N U ON� CURVE m II U pm .-. ON CURVE � r Lo d- 00 Lo J J d- Jm I to I-- LIN W DRIV �f CONSTRUCT MIN. 0.20' TYPE "B" R.C. PAVING OVER 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 NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. cOp 000 W r- �a'N II U to II x CV �U 38.70' me OLIO 38.81' Un Lo U 38.63' ^ ON CURVE I rn � N U ON� CURVE m II U pm .-. ON CURVE � r Lo d- 00 Lo J J d- Jm I to I-- ! I'd- J m In � W LCi 4 m Ln 4 n In 4 m� 117 U W O ro Ln + th o U, r7 o a ro o w ro ro prj fn U U Un Lo ou ................. Z �.Q. °W Nj ° T 1699.00' 10.00' +W r!� O 00 C8 v 358 + 88'42'14" 24.44' - 25.00' 38.81' 88'56'32" . Lo oi C10 1 . 115.88' t N �r- M+ 1675.00' 10.00' M + OcoU)Q) 7Mlla W M Ln. T .- . i==0MF-0o Cc' Q2i I� m . . . . . . . . . . . . . . . . . . . . . . EX /STING GROUND . PROF /LEA c 4.++ CN + c+., ��- : : : i U- : : : : AT CENTERLINE '� 4 N _ ^ - - - :356 : SEE NOTE »A;, o.527 - • 354:... :.... `93 +0250 + .2 %. 0.52 . gyp. +0.25%. %. DESIGN FL0WJNE PROF /CE 354 +0.2:59 +0.-25 (EX/S77NG FLOWLINE PROFILE) DESIGN FLO'KINE PROFILE 9 +00 10 +00 .............. ............................................. 11+00 12 +00 13 +00 14 +00 15 +00 0 WEST FLOWLINE PROFILE 3983 II I -t N rn U m II of (o j ON CURVE ,, ,r " M M U w ,^r) %I,m� v i rn 0) Lo tr W � Of � d 358... JIJJ L r1i +� o�jM bw M Lo 010 N .0 Li Li . . . . . . . . . . . . . . N rr,. . .O� C)Q'. . °� .0 ". 358 IF �tl + + . . . . . . . . . . . . . . . . . . . . . . N . . . . . . IDENTICAL POINT LLI Ow ° ° `� -� ZD J NW .rnQ on ........ r L - CO 0� I� O ! 00 + to 0 -q- to + EXISTING GROUND PROFILE +N +d +J 356 . . . : : AT CENTERLINE : : . . . : . . . : . . . : . . . . . . . : �� �� -: � :356 J . . . . . . . . . . . . . . . - - -- ' .25% 354: . +0.25 %• . : . . . . . . . . . . . . . . . . . S EE NOTE AJ : +0.29% +0:259 "DESIGN FLON2 /NE PROFILE (c X15 FL0KINE PROFILE : - 0.25% ................ ...... . . . . ............................. _ _ _ 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS I LENGTH DELTA TANGENT C1 42.00' 201.07' 274'17'55" 38.96' C2 33.00' 26.63' 46'14'35" 14.09' C3 33.00' 27.71' 48'06'43" 14.73' C4 1705.00' 187.34' 617'43" 93.76' C5 1687.00' 491.63' 16'41'51" 247.57' C6 1669.00' 373.75' 12'49'50" 187.66' C7 1699.00' 10.00' 0 °20'14" 5.00' C8 25.00' 38.70' 88'42'14" 24.44' C9 25.00' 38.81' 88'56'32" 24.54' C10 1 1701.00' 115.88' 3'54'11" 57.96' C11 1 1675.00' 10.00' 0'20'31" 5.00' o9 w LOLL LL 0aU0 w0cn H 0 w� m° J wwwwnw�zl w W¢ z o cn m= Z w �J ~��F -LLzo co M i� w=¢ICzp W LU O Of U) m ui (7K O uj L ZLu W afO W 20 JLZ�w�LL z O i� W 0t W M cn FS Q�S Z z U p w3: > F- U CD °zar¢_r -i--FO � � Nx <ao_E�0zrw zz�a11z�mZO LL O p O p p Z O O a 0 N LD WWr>02mmox >o � Z -Z oi¢ow��ZZO w m N LOLI ° O O m wLL_z- o O oQ LLI q) co Z O Q w° 0- Z O z¢°�o�o =v~c)° LL �Wit` L1_ N <wwm ~cnz0Q z p Z W w LLO W p Z Q U¢ Z co W O a z a w> r T C-q co U=�w QOz LL ~ Z w Cfl O U �z °m -aw9Za w¢ w j U U p 9� LL L..L O N cWfJw 'z-<0 O Z ¢ z� o W 0 a= F ¢ _ ° H z,2UcW. [ Q¢O =>o�ocLLi�� > ¢ LL Z OcoU)Q) 7Mlla W mwowwcJj -ojm W W U O W Z Q w } w i==0MF-0o Cc' Q2i N ui F_ ¢ 0 N W LL O w z w � z 1 0�m u w LL 2i w p 0 Un > LLJ W LLLL w LL a o d Go co a , Q w 3 r7 _> U O o d O /03d * S�P� r z J o.. w z w o N w 0 > 0 0 U QV z C � _ . -G J w O U �w F_ co 3 0 I I N i W W U) N I- i Un z ¢ z 0 w N � DATE 11/17/2014 PA JOB No. 13 -2750H SHEET 0 E _ o Ln N OF 8 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG. ST -3. F-3 i CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". (SEE TYPICAL WHEELCHAIR RAMP DETAIL ON SHEET 3) CONSTRUCT 12' 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') (� 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 (LS) PROPOSED LANDSCAPED AREA (BEHIND CURB & GUTTER) SEE LANDSCAPE PLANS BY OTHERS. 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. _c> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 8OW ARRAY) WITH 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 © SEWER CLEANOUT DO STORM DRAIN MANHOLE - - RIGHT -OF -WAY SEWER -- STORM DRAIN EXISTING EDGE OF PAVEMENT U II wI II U II F_: II U II wI CL LoW Om! ��. �m �U NO Jwl J co �, +Lq tfiN O C� O 0- O W + +°' 0 0 0 Lu am0 I r ° C14 00 Q CV cD II + vU -Z �cV °I w a 00 F � +N 1 3 2 CV r- i� CV 4 + J 6' ' 5 N+ `"+ N I I I II l i I I 30' 30' _j 16' 14' 18' 12 5, 5' I S/W PROPOSED R/W & BACK OF WALK v L) 1 2 14.5' 14.5' 6 TYP V) TYP TYP s 5 I II + - N LS) I C8 I III j C5 o r C6 2 +93.72 I II 4. 10 +61.70 O11 `� 00 1 12 12 +59.20 C9 C7 63 "1537" v' - - - - 2(- N69'51'07 "E - O - - II �c - - - -- 1 - 13 ¢ -- ------ - - - - -- p 0 C1 I it I I C3 I I C4 I -- LS - -�� -- `O - -- -- -- I 11 03 �(0 2 TYP � I 11 I � cm 3 I II i I I I II I I I 1 130' I 30' 5' 6 I I 12' 18 S/W + I 5' I II I + S/W I 11 I 14 15 m w m I LI 1 I W � �R1VE � I f Nu') I co U)CV N N �O�`II 30 30' 12' 5' o +.- -i � SNEE j �� (SEE 7 /W 5' I S/W C1R��E AG ppl A -� SEE R�GN PHASE 1 (PRIVATE STREET) BOUQUET DRIVE CONSTRUCT MIN. 0.20' TYPE "8" 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 =48 354 :...:. ......:...:...:...:... :.......: ....... : +0.52% :354 . - +0.25% _ +0.25% . . . . . . . . -1 -0.52% . . . . . . . . . . . . . . . D£S/GN FLOK N£ PROFILE. . . . . . . . 352 ............: . .....1.....................:352 10 +00 11+00 12 +00 13 +00 SOUTH FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=2' V O z lLl I a- V) F- O v 0 w a_ u') 10 �3 z mlw U a- 0 U W O_ W13 rn Lo ..d- 3 + m L.J U_ It II II II II I I U O II W r� rn UD N of n N N t + Cn J -) LL Li C-) rU d 00 w �00 N � + + O O � J J � � 0 07 4' 0 t\ + J 0 C) 1 14.5' 14.5' 1 Itimmm N O 6 O N J w � U U LENGTH m I 38.81' j ON CURVE Cl 37.00' cD Urn II N o� u) (DO co 6.31' + II m ft' 1r) 110 E3 ii 't II U O m O �m I O U O U th a� c 192.52' 137'52'51" w Lo n O N _ N ~ W O U J L J L d Lr) J Im o U) 7 7 .. �! + o Or7 C) 0- n M M ui +Lo` 97'20'58" ...................+ C5 r +.........................NN.� 12.86' OZ Ow O cvCJ� C� (o...... . 6.50' C6 282.00' 11.81' 2'24'00" W Q m C7 288.00' 10.00' 1'59'22" EX /STING GROUND PROFILE -� _, � j n 356 . . . . . . . . . . . . . . . . : . . . + . . .L_ . : AT CENTERL /NE. : I. : : 'l a C� � : � N :356 34.51' 6'35'30" 17.28' . . . . . . . . . . . .:...:. ,� - -- - - - -�N+ N+ N 6'35'30" -- - - - - -- - - -- - -- - -- - - - -- -- ---- 88'42'14" - -- 42.00' 199.90' 272'42'01" • i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . 354.. .................... 36'12'29" ............................... C15 :354 223.76' 6'18'00" 111.99' C16 2017.00' �QO3q� +0.2 % ±.2� 9'11'25" 162.11' C17 1999.00' +0.25% 8'03'20" 140.76' C18 37.00' +0.25% 97'20'58" 42.08' .: . . . . . . . . . . . .DES /GiV. FLO-WUN£. PROFILE . . . . . . . . . . . . . . . . . . . . . . 352 .............. ............................... AT GENTERL/NE ............................352 10 +00 11+00 12 +00 13 +00 NORTH FLOWLINE PROFILE 62.87' _ ON CURVE -, -J -- - -- -- ---- - -- - -. -- - -- -- O N CURVE m v cl n _ UOO�rn �rn omiO W O O CV - - -,�- -. M Nj Lo M W ul) 00 n -- - - - -- -- - -- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 0 ON I M r7 ol Lo M . 354 ..................................................... rr) +U!) . ....... ........................ ..........: O CD NN: N. .+ : . . . . . . . :354 .. . ..: ............. ..: ............................... `-' EXISTING GROUND' PROFILE J ' 356 . . . . . . . . . . . . . . . . . . . . AT CFNTFRLINE . . . . . . . . . . . . . . . . . Li J :356 . . . . . . .0 . . • -- -- -- -- - - -. 354 :...:. ......:...:...:...:... :.......: ....... : +0.52% :354 . - +0.25% _ +0.25% . . . . . . . . -1 -0.52% . . . . . . . . . . . . . . . D£S/GN FLOK N£ PROFILE. . . . . . . . 352 ............: . .....1.....................:352 10 +00 11+00 12 +00 13 +00 SOUTH FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=2' V O z lLl I a- V) F- O v 0 w a_ u') 10 �3 z mlw U a- 0 U W O_ W13 rn Lo ..d- 3 + m L.J U_ It II II II II I I U O II W r� rn UD N of n N N t + Cn J -) LL Li C-) rU d 00 w �00 N � + + O O � J J � � 0 07 4' 0 t\ + J 0 C) 1 14.5' 14.5' 1 Itimmm N O 6 O N J w � U U LENGTH m a Cl 37.00' cD 19'21'40" 6.31' co c 192.52' 137'52'51" 207.76' N C�1 7 .. �! C4 37.00' UD lJi 97'20'58" co C5 37.00' 12.86' N 1L4. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 37.00' 12.50' 19'21'40" 6.31' C2 80.00' 192.52' 137'52'51" 207.76' C3 55.00' 93.56' 97'28'02" 62.68' C4 37.00' 62.87' 97'20'58" 42.08' C5 37.00' 12.86' 19'55'11" 6.50' C6 282.00' 11.81' 2'24'00" 5.91' C7 288.00' 10.00' 1'59'22" 5.00' C8 25.00' 38.81' 88'56'32" 24.54' C9 300.00' 34.51' 6'35'30" 17.28' C10 314.00' 36.13' 6'35'30" 18.08' C11 25.00' 38.70' 88'42'14" 24.44' C12 42.00' 199.90' 272'42'01" 40.07' C13 3100' 32.25' 55'59'13" 17.54' C14 33.00' 20.85' 36'12'29" 10.79' C15 2035.00' 223.76' 6'18'00" 111.99' C16 2017.00' 323.53' 9'11'25" 162.11' C17 1999.00' 281.05' 8'03'20" 140.76' C18 37.00' 62.87' 97'20'58" 42.08' 6 h0 �x 5 TYP PROPOSED R/W & BACK OF WALK 10.00' 11 C1 13 +23.53 / N a 10 +00.00 ® - - -- _- 1 Q - - -- - -- - - -- 13 N C2�, PROPOSED R/W & ¢ V) 6 TYP \ / BACK OF WALK n / I PROPOSED EASEMENT I & BACK OF WALK I I o o I + ' I n o + + w 12 5' 0 10 I + 14 m Siw I I N O M 0) v C14 0 o ° N 76' 30 I 30' + 74' i I ° M 6'S 5, 78. 12, J E aotjQl)ET DRIVE (s E �EFl� PHASE 1 (PRIVATE STREET) A AD IA CIRCLE 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 P� U �' rn + J L� 7 0 HORIZONTAL: 1"=40' VERTICAL: 1"=2' ci U U U oato mpco w w m W � z o w z C) Cn W cnmWw¢�o O a M M z d¢ Z U�7_ Z LY w � O L0 rnw��pzJCnujU rrte� vJ O (' z L3 Z U J0m�zm cwt- ¢zmW �< "= N ' W 20ULm W NU¢ o i- =, imn m w �? s o- c�.)�cw� _ > U c0 ¢pao¢�of I� U N of Z Z 0 U E Z p} O X ¢WpoG -o< c) Cn W W W Un w m z p o2S �l i i1 Q) L.L q, Y Z� °�� °� =w w=w Z ww> - >o0 owzwm WF tn0 Q m N ozw�zozom w �Cfl 0 o§ a ° z o a ¢ w w , W w N O Z p�ZWCCcnJ F-Z> ¢x9 o U) (r,T0EoE p w w w 0 °z J)f N Z M z W < o Z T t w U¢ j W w r a a x O ZQ Z0 NO U= w Q O F zwm F- a) zcntn_ W Z W W p W U O N cai�w� =�U0zo� O Z ¢ W W oJoWpoaQFF N N 4 C7fnW m�Z¢¢0� 356:...:`` _Z O= p N w m� �Z�m >0 Jp�l- ..... L xw0w'�w¢c`Z� L 2' F- O� w W C=1J J -- m w¢owz?cn° -°u7i : 356 w z0 ........... m W O w Z J? ¢ m ¢ J w U a, > F-- A_T CFNTFRLINF 7 . ........ wwUOwZ¢cn >- U) mm(f)Ir m0XLUZD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-F-E5 d 1-U0Q�¢:5 . . 354:...:. 1 .:...:.............. 1 ....... 1... .......... ...:...: ........................... 1..I : ... : ......... .............................. 1.:354 . . . . . . . . . . 1 I. . . . . . . : ±0.25% . 02 .......... 352:... :.......:. ±0.20% +0.25%. D£S/GN FLO�K/N£ PROR/L£ ......................... ............ ............................... 352 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 WEST FLOWLINE PROFILE U U 0 w w w O 62.87' Z J CL Z w 2 w II ?� I� U N of m II X C' r- 0 N 0:� LO U ;OOU OCr T 00) r WILo d O C14 CL o0 L J OR Nj m I rrj a- L0 a- r7 U co N +ORiM ( cD - r7 N N to m O LiJ N � M . . . . . . . . . . . . . . . . . . N M O t0i . . . . . . . . . . . . m a) . . . . . . . . . . . . . . . . . . . . . O �. O N N 4 356:...:`` ................... ..... L ......... FX / STING. GROUND PROFILE. . : . . . : . . . : . . . : . . . ...... ......:........................ : 356 .U.�L. ........... M . . . . . . . . . . N n A_T CFNTFRLINF 7 . ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . CV . . . . . . . . . 354:...:. 1 .:...:.............. 1 ....... 1... .......... ...:...: ........................... 1..I : ... : ......... .............................. 1.:354 . . . . . . . . . . 1 I. . . . . . . : ±0.25% . 02 .......... 352:... :.......:. ±0.20% +0.25%. D£S/GN FLO�K/N£ PROR/L£ ......................... ............ ............................... 352 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 WEST FLOWLINE PROFILE w Q 0 L.L LLJ U 0 w w w = 62.87' Z J CL Z w 2 w ON CURVE oF LL Lu oc� u.j N d O 1 C7 dj U 't =P� Acv 00 U U I U w O w N N m N N to m O LiJ N � M m r`7 M W n M 11 J o4 .) + O N . + . . . .U.�L. -j . . M . . . . . . . . . . N n O d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . CV . . . . . . . . . . . . IDENTICAL POINT :w ow . : : C) ° .+ 356: `` �'ZO °' :...:...:.. . � . ..........:...:. EX/S.TING. GROUND .PROF /LE: 1 . .............:...:... :...:...: . 356 AT GENTERL/NE .+ -, -J -- - -- -- ---- - -- - -. -- - -- -- --- - _ ---- - - -,�- -. - . .. -- - . -- : - . - . . . . -- - - - -- -- - -- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 ..................................................... ....... ........................ ..........: . :354 .. . ..: ............. ..: ............................... . . . . . . . . . ......... . . . q .- .-1-.0,52.°..: : . +0.25% 352:... :.. +0.25 : 0 DES /GN FLOWIN£ PROF /L£ .. . . :352 9 +00 -0.20% 10 +00 11+00 12 +00 13 +00 14 +00 EAST FLOWLINE PROFILE w Q 0 U) Z J U Q Di J - CL U Z - �- o wNQ 2 U W Q > 0 V W N \\ L.L / n ' i� W w D W W 0 D ~ 0 0 U F- i N t\ F- F- w w Cr c) (D N F- i cn z c) Q z � O V) w N � DATE 11/1712014 i PA JOB No. 13 -2750H E SHEET 0 0 a O Ln OF 8 SHEETS L.L LLJ N CL W 0 w w w = Z J i m Z w 2 w oF LL Lu oc� U- d p a =P� Acv 00 �d0 U w O w > O C' U a 3� U) Z J U Q Di J - CL U Z - �- o wNQ 2 U W Q > 0 V W N \\ L.L / n ' i� W w D W W 0 D ~ 0 0 U F- i N t\ F- F- w w Cr c) (D N F- i cn z c) Q z � O V) w N � DATE 11/1712014 i PA JOB No. 13 -2750H E SHEET 0 0 a O Ln OF 8 SHEETS