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HomeMy WebLinkAbout1.1-7300 Ph 4 Record DrawingSTANDARD NOTES PG&E GAS NOTES: ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL TRANSPORTATION STANDARD SPECIFICATIONS. NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF OF THESE PLANS: UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE 0.20' TYPE ASPHALT CONCRETE OVER TRANSMISSION LINE OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN 0.45' AGGREGATE TE BASE (PER NOTE 16) OVER STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. C.O.B. STD. ST -9. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. 0 TO BE INSTALLED SOUTHERN CALIFORNIA GAS NOTES: © EXISTING ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE INSTALL TRAFFIC CONTROL SIGNS EXISTING 24' SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 THAN 3', OR MORE THAN 7, OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER POST TOP PER DETAIL "6" ON SHEET 5. THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT -Q- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO STREETS UNLESS OTHERWISE NOTED. GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6' THICK. 0. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW INDEX OF SHEETS PAVEMENT GRADE. ri UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SHEET TITLE DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. 1. COVER SHEET 14 2. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2• DELAMERE STREET WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 3. BOON WAY +I 13 EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4. STREET SECTIONS & DETAILS r s SIDEWALK 6" FROM BACK. i f ! `� 12 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD i i1a PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED {f § 20 STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT 11 SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK ! r I 2'� 1 /� Sl` OT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. I r I.II 22 NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 44AGGREGATE BASE AGGREGATE BASE MATERIAL FOR ARTERIAL & ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. TOTAL AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN TONS SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 138 PROVISIONS. 2. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 189 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 348 SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4' MAXIMUM, MEDIUM GRADING. CUYD 3. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED CONCRETE PARKING SUBGRADE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) 132 ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 258 BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR SQFT "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES,' OF THE STANDARD 6795 SPECIFICATIONS. 4. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 139 THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 199 PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY LF ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5' SIDEWALK CITY ENGINEER'S REVIEW AND APPROVAL: 5122 A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 14. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK SQFT CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD 2352 SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND HANDICAP RAMPS EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 4 RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 6 C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. EA. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 0 DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 15. DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 1 OF SECTION 39-2.02, 'AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 3 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME EA. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 16. 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 1 562 PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE 1038 CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 11 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 17. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,' OF THE 1 STANDARD SPECIFICATIONS SHALL BE MET. & THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL OUTHERN PACIFIC BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 1 9. PAVING SEAMS SHALL BE DATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF STANDARD NOTES PG&E GAS NOTES: ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL TRANSPORTATION STANDARD SPECIFICATIONS. NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF OF THESE PLANS: UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE 0.20' TYPE ASPHALT CONCRETE OVER TRANSMISSION LINE OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN 0.45' AGGREGATE TE BASE (PER NOTE 16) OVER STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. C.O.B. STD. ST -9. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. 0 TO BE INSTALLED SOUTHERN CALIFORNIA GAS NOTES: © EXISTING ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE INSTALL TRAFFIC CONTROL SIGNS EXISTING 24' SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 THAN 3', OR MORE THAN 7, OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER POST TOP PER DETAIL "6" ON SHEET 5. THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT -Q- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO STREETS UNLESS OTHERWISE NOTED. GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6' THICK. 0. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW INDEX OF SHEETS PAVEMENT GRADE. ri UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SHEET TITLE DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. 1. COVER SHEET 14 2. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2• DELAMERE STREET WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 3. BOON WAY +I 13 EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4. STREET SECTIONS & DETAILS r s SIDEWALK 6" FROM BACK. i f ! `� 12 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD i i1a PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED {f § 20 STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT 11 SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK ! r I 2'� 1 /� Sl` OT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. I r I.II 22 NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 44AGGREGATE BASE AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 5. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 6. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. LIST OF MATERIALS ITEM UNIT 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING TOTAL OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE TONS LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER 138 THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. CL. II AGG. BASE ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 189 SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY 348 TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR CUYD 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 CONCRETE PARKING SUBGRADE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED 132 ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT 258 THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SQFT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 6795 ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE 1 6" CURB & GUTTER HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED 139 TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED 199 UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING LF OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 1 SIDEWALK DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE 5122 WITH CALIFORNIA TEST 375. 1 14. IF THE -IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92< PERCENT OR GREATER SQFT THAN X34 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE 2352 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 1 HANDICAP RAMPS BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE 4 UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN 6 ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT EA. MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 1 0 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 1 EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 3 SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY 2 EA. REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: LOCAL STREETS A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 562 2 1038 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 ABOVE SHALL BE USED. 2 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, OUTHERN PACIFIC B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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 2 NEAREST LANE UNE 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY 2 THE CITY ENGINEER. 2 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 2 CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO 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 0,04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE 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. COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 5. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 6. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. LIST OF MATERIALS ITEM UNIT UNIT 4 UNIT 5 TOTAL A.C. PAVING TONS 164 138 303 CL. II AGG. BASE CUYD 189 159 348 SUBGRADE PREPARATION CUYD 210 176 386 CONCRETE PARKING SUBGRADE CUYD 132 126 258 CONCRETE PARKING AREA SQFT 7139 6795 13934 6" CURB & GUTTER LF 139 60 199 6' CURB LF 921 905 1826 SIDEWALK SQFT 5122 5929 11051 DRIVEWAY SQFT 2016 2352 4368 HANDICAP RAMPS EA 4 2 6 STANDARD STREET NAME SIGNS EA. 2 0 2 5800 LUMEN STREET LIGHTS EA. 1 2 3 MONUMENT ENCASEMENTS EA. 2 4 6 LOCAL STREETS LF 562 476 1038 THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED $. (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: BY THE CITY ENGINEER. T� PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 'R5-1" - DO NOT ENTER W31(CA)" - END i k9y HOURS NOTICE. (661) 326-3049. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED ISL ABBREVIATIONS "R3 -5R - LIGHT TURN ONLY"W14-2 - NO OUTLET TEMPORARY FLOWAGE &DRAINAGE 9. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN FL BLANKET EASEMENT (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON POINT ON VERIICAL CURVE PER DOC.# 219008716 SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE CENTERUNE BVC SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING 0. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE ELEVATION STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE END VERTICAL CURVE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION SCR OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY PI WITH PROVISIONS OF SAID PLAN. `. 1. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK SEWER - REFER TO SEWER & STORM DRAIN PLANS PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS G OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. O 2. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL r i m u � ■ ■ � TRACT BOUNDARY POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT- UNIT BOUNDARY (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE PARKING AREA - SEE CONSTRUCTION NOTE 6, STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. �� IN, �`�. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL WHITE LANE BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY \ EXISTING SUMP CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. m 3. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE 14 0 PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 4. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS 5. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: END: T� "R1-1' - STOP 'S5-2' - END SCHOOL. ZONE 'R6-1" - ONE WAY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. 0 'R5-1" - DO NOT ENTER W31(CA)" - END i k9y 1qVck RI SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED ABBREVIATIONS "R3 -5R - LIGHT TURN ONLY"W14-2 - NO OUTLET TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. FL FLOWLINE POVC POINT ON VERIICAL CURVE 6. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CL CENTERUNE BVC BEGIN VERTICAL CURVE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING ELEV ELEVATION EVC END VERTICAL CURVE AND/OR UPGRADING AS PER CITY ENGINEER. SCR BEGIN CURB RETURN PI POINT OF INTERSECTION 27. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 29'0. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED. 0. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY I- P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND (ATTER P.A.F:L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �} FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 4) p _ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) CITY OF AK RSF1 LD KERN COUNTY CALIFORNIA a 11511fam PLAIN- a 16RENWIRK V OKI ky-101 I MEL* 1:4 A C -A VESTING u 'T'CA!'�'i' �►nnn i - �L TRACT 7302 / INUr A PART) 113 i � u i TENTATIVE TRAC"11 UNIT 4 & 5 7300 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED ,UNLESS OTHERWISE NOTED ON PLAN. 3, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. APPROVED BY: BLAINE NEPTUNE R.C.E. 55102 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FID R, PU k2 R.C.E. NO. 61069 r, s s 01 S\ a 7 \ \U N I T g 2 V-1! `1 5 \ 6 \ ^ (NOT A PART) 3 trip \\ 4 14 ,s ' REVIEWED BY: 17 2 20 21 22 23 24 �.� 25 7//7//1' i/ REVIEWED BY: TRAFFIC ENGINEER DATE: 12 PROJECT MAP SCALE: 1 "=200' SHEET NO. INDEX BASIS OF BEARINGS: T\ DIRECTOR DATE STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: R.C.E. NO. 44898 LEGEND R1-1 (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: of ; -Aoy T� "R1-1' - STOP 'S5-2' - END SCHOOL. ZONE 'R6-1" - ONE WAY R. 26 E. yi�y 0 'R5-1" - DO NOT ENTER W31(CA)" - END i k9y 1qVck RI 'R26(CA)' - NO PARKING ANYTIME .W14 -1A - DEAD END "R3 -5R - LIGHT TURN ONLY"W14-2 - NO OUTLET 'R4-7" - KEEP RIGHT Wt -7 - DOUBLE ARROW 0 "R81(CA)' - BIKE LANE "W1-6" - SINGLE ARROW PROJECT SITE "W3-3' - SIGNAL AHEAD "W1-1' - CURVE ARROW ---D- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - AVENUE REFER TO SEWER & STORM DRAIN PIANS CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 4 C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 11 SEWER - REFER TO SEWER & STORM DRAIN PLANS s G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. r i m u � ■ ■ � TRACT BOUNDARY UNIT BOUNDARY �a PARKING AREA - SEE CONSTRUCTION NOTE 6, VICINITY MAP NO SCALE THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPH, INTERSECTION OF MING AVENUE AND ALL THE NORTHWEST CORNER OF SECTION 1" ELEV = 367.96' (NAVD 88 DATUM) n 0 N 0 z Lu LL, W z z Ld W z s - ZD U) cn 0 z J 0 STOCKDALE of ; -Aoy a T. 30 S., R. 26 E. yi�y 0 o i k9y 1qVck RI 0 2 0 PROJECT SITE z MING AVENUE m iso m. 4 0 cn 11 f? 2 z �a WHITE LANE > Q z m 14 0 13 U) OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPH, INTERSECTION OF MING AVENUE AND ALL THE NORTHWEST CORNER OF SECTION 1" ELEV = 367.96' (NAVD 88 DATUM) n 0 N 0 z Lu LL, W z z Ld W z s - ZD U) cn 0 z J 0 of ; -Aoy UN rr x n - 1qVck RI LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® EXISTING SURVEY MONUMENT TFURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �-r FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 4) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -7. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "S5-2' - END SCHOOL ZONE ND 'R5-1" - DO NOT ENTER »WI4-1* ' - AD 'R26(CA " - NO PARKING ANYTIME .Wi4-1" -DEAD END 'R3-5R� - RIGHT TURN ONLY 'W147" - DOUBLE ARROW - NO OUTLET 'R4-7"8l(C - KEEP RIGHT "VY1�• - SINGLE ARROW 'R81(CA)" -BIKE LANE 'W3-3' - SIGNAL AHEAD "WI -1' - CURVE ARROW Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �■ ■ ■ ■ ■ TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. a CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 1� FACE OF CURB STATION) - SEE TABLE NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON MEET 4. CONSTRUCT 6' CONCRETE CURB WITH 12" TOTAL CURB HEIGHT �✓ AND 6" REVEAL PER DETAIL "1" ON SHEET 4. a PARKING AREA 6' THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. aINSTALL W31(CA) SIGN & TYPE 111 BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. a8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 4. a CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 4. TO CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 113' x 43' x 1.5 TEMPORARY SUMP' 360 358 356 354 352 350 348 346 344 10+00 BOON WAY SEE SHEET 3 DELAMERE STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO 14+49.10 C.L. SCALE: 1" = 40' HORIZONTAL UNIT 3 (N OT A PART) REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1Q UNIT BOUNDARY STA. 11+32.66, 18.00 RT. o -. 49:38 2Q o STA. 12+34.37, 18.00 RT. STA. 12+36.00 F.O.C. in i Uj 0 P.R.0 i STA. 12+43.95 F.O.C. 347.55 VERT: CURVE - SIA. 13+64.57 F.O.C. i 0 I j STA. 13+72.38 F.O.C. Q j j i =N Z49.69 - C7 "- STA. 11+32.66, 18.00 LT. STA. 11+34.28 F.O.C. 347.04 90 Q� ��; STA. 13+27.22, 1 &00 LT. II - 347.77 10 � ILLJ STA. 14+55.11 F.O.C. j C10 500.00' > 1 �' a Im j r M z3 w M W C4 1 j LL, JQ W AZI � �M �D J U a �MZQ + tpD W 1� W U CC W t0 sa Na t i d c > r jI C14 m W Q¢ ( U APPROXIMATE EXISTING ; z N J 4 tNn 1 z {� C3 z APPROXIMATE EXISTING zLU !2 W > '2 LL► m W I 4i to cn W GROUND 0 CENTERLINE U r O a z I m V) I I cn m : v> d LJ t/) W LL cn 1 W W m W I I iCONSTRUCT TEM ORARYSUMP PEXISTING TH UNIT 4 & I i PROPOSED EAST i REMO WITH FU RE I I S=0.38 � fLOWIINE ( i i � I WEST FL(WLJNE ONSTRUq I DEVEL PMENT S=0.27% S=1.68% EXISTING EAST PROPOSED g.1 -- " Lz h: I IWEST ; TH FUTUFE S=O,49% FLOWUNE "! ' C.L CAT BASIN N0. 17 j z EVELOPM NT t ' i M r.11 51A,.L I 360 358 356 354 352 350 348 346 344 10+00 11+00 12+00 13+00 STA. 10+00.00 C.L. TO 14+49.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 11+00 12+00 13+00 STA. 10+00.00 C.L. TO 14+49.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 F.O.C. STATIONING TABLE -- DELAMERE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1Q UNIT BOUNDARY STA. 11+32.66, 18.00 RT. o -. 49:38 2Q o STA. 12+34.37, 18.00 RT. STA. 12+36.00 F.O.C. in i Uj 0 P.R.0 i STA. 12+43.95 F.O.C. 347.55 ® P.R.C. - SIA. 13+64.57 F.O.C. -'0:5* 0 f' et 00 STA. 13+72.38 F.O.C. Q M 'a E.C./UNIT BOUNDARY I =N Z49.69 - C7 UNIT BOUNDARY STA. 11+32.66, 18.00 LT. STA. 11+34.28 F.O.C. 347.04 90 Q� ��; STA. 13+27.22, 1 &00 LT. STA. 13+28.85 F.O.C. - 347.77 10 � ILLJ STA. 14+55.11 F.O.C. �o C10 500.00' > > 25'2826" a Im i M z3 w W C4 j LL, JQ W AZI � �M �D J U a �MZQ + tpD 1� sa Na .�- m W ( U APPROXIMATE EXISTING ; z _cd C3 zLU GROUNDCENTERLINE LL► cn I 4i to cn ip a I I W F•- 1 W W m W l I i PROPOSED EAST i I � fLOWIINE i � I j ONSTRUq TEMPOR RY SUM S=0.27% S=1.68% EXISTING EAST g.1 -- " FL YI�INE EMOVE ; TH FUTUFE S=O,49% "! ' C.L CAT BASIN N0. 17 EVELOPM NT t ' i M r.11 51A,.L I PROPOSED FLOjNUNE ST s > > NORMAL F.L ELEV.= 47.38' W ; W DEPRESS D F.L. =347.22' i r y � w W ( a W i I ELEV 34.01 . " INV. 1 W 7 Z f i I -tom i 11+00 12+00 13+00 STA. 10+00.00 C.L. TO 14+49.10 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 14+00 15+00 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 F.O.C. STATIONING TABLE -- DELAMERE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1Q UNIT BOUNDARY STA. 11+32.66, 18.00 RT. STA. *1+44-W F.O.C. -. 49:38 2Q B.C. STA. 12+34.37, 18.00 RT. STA. 12+36.00 F.O.C. 349:88 0 P.R.0 STA. 12+41.51, 15.00 RT. STA. 12+43.95 F.O.C. 347.55 ® P.R.C. STA. 13+61.32, 15.05 RT, SIA. 13+64.57 F.O.C. -'0:5* 0 P.R.C. STA. 13+68.58, 18.00 RT. STA. 13+72.38 F.O.C. 348.37 ® E.C./UNIT BOUNDARY STA. 14+49.10, 18.00 RT. STA. 4+i-58:86 f O.C. Z49.69 - C7 UNIT BOUNDARY STA. 11+32.66, 18.00 LT. STA. 11+34.28 F.O.C. 347.04 90 B.C. STA. 13+27.22, 1 &00 LT. STA. 13+28.85 F.O.C. - 347.77 10 E.C./UNIT BOUNDARY STA. 14+49.10, 18.00 LT. STA. 14+55.11 F.O.C. 349.80 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 4534'23" C2 25.00' 39.25' 24.98' 89'57'12" C3 25.00' 39.85 25.59' 91'20'14" C4 10.00' 8.10' 4.29' 46`25'22" C5 10.00' 7.81' 4.12' 44'44'07" C6 482.00' 77.62' 38.89' 913'36" C7 488.00' 92.96' 46.62' 10-54-52- C8 512.00' 124.80' 62.71' 13'57'58" C9 518.00' 126.27' 63.45' 13'57'58' C10 500.00' 222.30' 113.02' 25'2826" SCALE: 1 " = 40' 40' 20' O' 40' 80' LINE TABLE LINE # LENGTH BEARING L1 37.00 N65' 35' 11.12"E L2 43.00 N65' 35' 11.12"E L3 107.00 S24' 24' 48.88"E L4 113.00 S24' 24' 48.88'E 347.47 11+33.2_7 6c- 34 -7 c347 S`3 ;4x.19 34 9, S4 14 4 40. 104 )UC. Qiv c fl 347. d5 ° A'4 c 0 1 -6Z -Sze Know what's below. Call before you dig. DELAMERE STREET ! SEE SHEET 2 ► � 1 ► B.V.C.-P.A.F.L 10 ► I STA 13+45.43 C.L 12.00 LT - -� 'UNIT 4 i « STA. 13+46.72 F.L. f J ► � m n 1 i _j tt n 21 � � ; J 2 J o► _ U O 22 ta. Qti ' �ti O YJ J } J WO ti U: J CVJ C9 OC � 1{ � ?i }- ti Q to 1 � i� �� ►...:. �� C.P m J -i0 Qti til Y -i M W�j Qnh �W Uti 3t� O) �C�NNd. Ut,i MJ I > M W cl tC to W tti J Z to N N N ^ _,'? �coco >� !L-cV406 3 w t = v Ct_ i -4 to to to I�' + + + '� [C w co co co of Q ZZ ��� LC M �I '+' �NN OtD ��69 Gia' ¢m+++ cOh i- O� In ) C73C4I%itN O+ .+-� oto m�� N_ N a.++ + a: t :2t2t2 M - usJ i o J mo i++ �� U �o �1 Q V) (f) d i t ¢a NI Zeta�e`L-?a¢ 10 t a cn �- d �- �- a W W (1) V) - �- .JJ ► oo I o�aaa a: us us c5 C3 ca3 a � aa --I tZa1 � v//•s��u���i <�n `n I cn C oo i /'PAI a � 4 _ r t CIO UNIT 2'1 � I _ I�NITI6 i E.V.C,-P.A.F.L `,,, NIT15 i�T A 1PaR'i0STA.13+94.84 C.L 12.00 LT. = iI } J STA 13+96.72 L i 0 t n B.V.C. to IC? n STA. 16+21.84 C.L 12.00 LT. = m u r3 O -U o o -�� ► J STA h 6+21.84 F.L oo M I ci a oo I --' Q Flo ai o pp � � I : o �u1oz_ N g °J� I N (i► ^ Cy O (D -j CV M > C9 ` Cj vN- t U ti ► ciU� Q] -�JO ¢ L ;� U_ 0� 0 2 JJ W�co" �R JJo J�r� U I� cUW 11 CU ti ti -► i O } Z C9 rrj CU u LL C j tt Q p a ( c qn J NCO UW ti Q_i �V JJ VWtt zaN0",+- EC) ti N N J I fit, c i U_> v) �v I t,3d o OR u) h c i r� cow ao ca + + ci f -}. toy. O awn � � N � dam' dam' 1 Q --, W O) a 3 " to m at a• LL. O,t � C 7 t�A t�A fOO Q Fz h � � � Ct_ i J U ^:?M r a ► i �w [fid d a Q�d d 3�` ?� O QmM+ M+ + U c+Ct+U -! N to c+p��d�c0 + N t- �CsC ►Z1. J 0 ► `i" ^ +' N + -}. j O p O to co cow t•- '¢ WI U3 U , , i ►d + Z m °- a tril n t d cs^ h o us us W i -l- 1- CU a Q J' t t N O tD O 1' Q a a t_ H W Z �-! t-> /N) i- a I + t i Z E- k-- C� N N z o I W to to in wN us a /�' it r p° us cn +'- ¢ v ►- C? �- to � I w W � us ct- n LT - __- -._. - - --._._._. R 28 16 13+00 Z6 17 _ _ C12 - - - - us -CJ- - -• 5 s -12+00-$ _ Ci1 18 19 i4+Op _- _ _ _ _ _ '�' - - - 24 25 S _N65'32'23"E _ 18+00I_ - _. t i s -------U- _-1 - - I-- - - - 3. 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NO, 21900 716 t ► N _+ !L N O t. 1 m J J o d O I + N M j O n a M ,.� o tt m co U tt_ C� to m + a 4 { wr � v ) Ott: Q �dnn�� v- _: � ¢m� � �) a r h i o _ ¢ + + a 1 �) N D d' a' to C" .Q d .J,� CV H �a CU ti ti J J J ii a ti t" U -4 * t W 1,►. W O Q O m N -� w M M• 'S CU ti Q J + + U H> V., CU Ci i -3 J 10 m J O CAI n C;) O Z 'd a W to to ts� d+ d►- r^ to N- t m co t O Q C3 U_ Z$ C" O in ,n O VS 1 1 , i ixis CJ J CU,. tt cn h tsi N N Q c, rn I N ► 0 Iters w _ r,:, rr, -� ao rn N ho� c�i> _i pit? t � 0 0 1 � % � ' � t o O $ I a o rah c9 4 hhh + +� N m� } 1 Cj rUa'¢Q i sr O 4 CV --!r ( O M ++ Q Q S VnJ a.+ Z Hk--H + C7 hhh �efni to Q 1 C,j m °� wto OOd I t. C1 h h to ts� 1 V 2 O + N N Q Qt Iyy W (n in in qSs + 1 + a + tL � 0i la- N F- a it. to C�j n i- 1 k- to �� 1 N ~ a a t t-• t-- 1 D Q + t- D .- �a{-- U► v- Z N N r M P + + a• I h co Cn {(') J -.I -.I C� -J _j O th > + + 1 t t amw uPtn+n Q) Q zVr I Cmu?cn U a-''iro - 1a ++ I�a3ti�� n [� s[<c �hhf pinto + r oNN dd v9 t �� 1 14•-41 vw vw o -4 `� t_t_t_ ? m .- o` i t� v t�O us i~is� �i~ni~is I ? Fns I z�►¢t¢ta �d ► �� 'ta _i�°'v -'aia�o _ZMo t cit. J us us us 2�J t add 1 t I 1 `J i a t w us us us 1,<: ►- g v a `� ( � u. z ai of cc 1 .t a• w -4 z ►- t 1 N j } ;. Z taFa"� 1 WNN mcn Cida'd 1 CNN WMMd a 00 03 ONN E- t- w cn us I P.f. V.C. a + + + + Q m + m -' ! t w us us 1 1 4 STA. 13+69.81 C.L.t = + + t i i L 12.00 I °� 'cs to v co p. 1 zz cow --' i I 1 . 13+67.93 F.L. RT - 1 ¢ ¢ > Ea- z C3 ta-- to I °a a E.V.C.-P.A F.L = NIT 41 �� _ t N I i W I mus us ww in in N i Q Q o W SPA. 1fi+71.$4 C.L 1200 RT. - i U I u~s ut-s Z o S`A._16+71.84 F.L.- 11 j NIT 51 DELAMERE STREET SEE SHEET 2 BOON WAY 360 358 356 354 352 350 348 346 344 10+00 (PRIVATE STREET) STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL sin nn' 360 358 356 354 352 350 348 346 344 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 5000' 360 FOC STATIONING TABLE - HAMPSTEAD DRIVE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 01 P.R.C. STA. 10+59.11 C.L, 15.00 RT. STA. 10+59.92 F.O.C. I 348.25 02 E.C. STA. 10+66.25 C.L, 18.00 RT J VERT. CURVE 03 B.C. STA. 12+91.66 C.L, 1&00 RT STA. 12+93.28 F.O.C. 349.17 ® P.R.C. STA 13+47.43 C.L, 18.00 RT STA. 13+47.05 F.O.C. 50 0 P.R.C. STA. 13+54.69 C.L, 15.05 RT STA. 13+54.85 F.O.C. 349.34 VERT. CURVE P.R.C. ( STA 13+85.91 F.O.C. 349.36 77 I STA. 13+91.62 C L, 18.00 RT. STA. 13+93 $6 F.O.C. 349.40 �9 B.C. STA. 14+71.31 C.L, 1&00 RT STA: 14+73.55 F.O.C. 349.20 �9 E.C. STA. 15+49.49 C.L, 1&00 RT. STA 15+54.54 F.O.C. 349.00 10 B.C. STA. 16+25.06 C.L, 1&00 RT. M 348.81 1i P.R.C. STA. 16+3220 C.L, 15.00 RT. STA 16+38.07 F.O.C. 1 12 P.R.C. to to STA. 16+68.98 F.O.C. 348.86 13 E.C. STA. 16+68.62 C.L, 18.00 RT STA. 16+76.93 F.O.C. 349.00 14 P.R.C. ro I to STA. 10+60.11 F.O.C. 348.26 15 ^ w h STA. 10+68.06 F.O.C. 348.35 t B.C. STA. 12+91.66 C.L, 18.00 LT. 00 349.16 17 O O cz STA. 13+55.68 C.L, 14.95 LT. STA 13+6a42 F.O.C. f 18 P.R.C. STA 13+84.48 C.L, 15.00 LT. STA. 13+91.19 F.O.C. 349.34 19 E.C. STA. 13+91.62 C.L, 1&00 LT. STA. 13+99.15 F.O.C. 349.39 B.C. STA. 14+71.31 C.L, 18.00 LT. cd IU 21 B.C. m LL: CO STA. 15+54.20 F.O.C. 349.00 ® B.C. STA. 16+25.06 C.L, 18.00 LT. STA. 16+29.77 F.O.C. 348.81 Q d P.R.C. _j C14 .J STA. 16+37.72 F.O.C. 348.73 22 P.R.C. STA 16+61.48 C.L, 15.00 LT. STA 16+68.63 F.O.C. CV W a. CI •d•} STA. 16+68.62 C.L, 18.00 LT. STA. 16+76.59 F.O.C. 348.99 9 P.C.C. STA 13+48.65 C.L, 1&00 LT. Wf -t 22 UNIT BOUNDARY STA. 12+44.76 C.L, 1&00 RT. STA. 12+46.38 F.O.C. 349.00 Z M a: M \ 2� UNIT BOUNDARY STA. 17+20.79 C.L, 1&00 LT. STA. 17+28.75 F.O.C. 349.55 > LLI UNIT BOUNDARY STA. 17+20.79 C.L, 18.00 RT. ta.. CD 7 00 a M ta.. Q 00 `t tW.�` W W> WWJ W ( Z C,7 I pNp C.� W t I i Z> C9 J ! Wi U J+ N• W W t" i j t d' W LAJ! Uj ( _ { W f ! JAI IILI -,4 t�po m\ ,� > tp ! t M' O I _ +' t W , W � J � W 4. ti 1 LL: CV �1 , t" J CV I • •--t N � I u' i'`. V" � d' Jam- pWp { O � OR ! O ' Z i _i �� two i Q d tt[ _j _j n a I � O ( a 69 a I d st' Q m W> W h O) ( d if• c- j M ti J 0? j .J h m r Q + �. D + w C7 + + m ( a: + aN 1 a ► ZM ► W 1 M Q"M U "Z3 to t i t Q W CMS 12 JW to + XIMATE OUND ®CE EXISTING TERUNE `✓j t < PROXIMATE EXISTING w > _ > o z ._ t r v a ►-� i > t a > o a ( ® a`Li z to un w in a z to a w us ( w ; a -CS v co N o I W I -is N GROUND CETERUNE m to u) Uj td cn o ( to N N ( m t"Ti W t~/s a 4 w N N ta.i I -_.- .-.. L- - to ta.i - - - - -- - - _ ( ( (>z _ - _ - I �1 A% i ( -a25% S-1.0 7' , S=0.369 i:: ------ i =-a25% - --------- E I > I PROPOSED 14ORTH FL I NE I I CATCH BA�iN i I NO 15 I I ! FUTURE NORTH FLO I iPROPOSED 11 ORTH FLOW E i I I to o !FUTURE I NT I i 1 CATCH BASIN NO ' 16I }�, }:. i NORTH FL01 WJNE I NORMAL F I ELEV.= .13' I , NORM DEPR F.L=348.14' F.L.E�V =347.9 ' ( ( I RE ELEV.347.96' ELEV .31' INV 111 18" SE 360 358 356 354 352 350 348 346 344 10+00 11+00 12+00 13+00 14+00 15+00 STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 5000' 360 FOC STATIONING TABLE - HAMPSTEAD DRIVE REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 01 P.R.C. STA. 10+59.11 C.L, 15.00 RT. STA. 10+59.92 F.O.C. I 348.25 02 E.C. STA. 10+66.25 C.L, 18.00 RT STA. 10+67.88 F.O.C. 348.34 03 B.C. STA. 12+91.66 C.L, 1&00 RT STA. 12+93.28 F.O.C. 349.17 ® P.R.C. STA 13+47.43 C.L, 18.00 RT STA. 13+47.05 F.O.C. 349.37 0 P.R.C. STA. 13+54.69 C.L, 15.05 RT STA. 13+54.85 F.O.C. 349.34 © P.R.C. STA. 13+84.48 C.L, 15.00 RT. STA 13+85.91 F.O.C. 349.36 77 E.C. STA. 13+91.62 C L, 18.00 RT. STA. 13+93 $6 F.O.C. 349.40 EC B.C. STA. 14+71.31 C.L, 1&00 RT STA: 14+73.55 F.O.C. 349.20 �9 E.C. STA. 15+49.49 C.L, 1&00 RT. STA 15+54.54 F.O.C. 349.00 10 B.C. STA. 16+25.06 C.L, 1&00 RT. STA. 16+30.11 F.O.C. 348.81 1i P.R.C. STA. 16+3220 C.L, 15.00 RT. STA 16+38.07 F.O.C. 348.73 12 P.R.C. STA 16+61.48 C.L, 15.00 RT STA. 16+68.98 F.O.C. 348.86 13 E.C. STA. 16+68.62 C.L, 18.00 RT STA. 16+76.93 F.O.C. 349.00 14 P.R.C. STA. 10+59.29 C.L, 15.00 LT. STA. 10+60.11 F.O.C. 348.26 15 E.C. STA. 10+66.43 C.L, 18.00 LT. STA. 10+68.06 F.O.C. 348.35 16 B.C. STA. 12+91.66 C.L, 18.00 LT. STA. 12+93.29 F.O.C. 349.16 17 P.R.C. STA. 13+55.68 C.L, 14.95 LT. STA 13+6a42 F.O.C. 349.33 18 P.R.C. STA 13+84.48 C.L, 15.00 LT. STA. 13+91.19 F.O.C. 349.34 19 E.C. STA. 13+91.62 C.L, 1&00 LT. STA. 13+99.15 F.O.C. 349.39 B.C. STA. 14+71.31 C.L, 18.00 LT. STA. 14+78.83 F.O.C. 349.19 21 B.C. STA. 15+49.49 C.L, 18.00 LT STA. 15+54.20 F.O.C. 349.00 ® B.C. STA. 16+25.06 C.L, 18.00 LT. STA. 16+29.77 F.O.C. 348.81 Q d P.R.C. STA. 16+3220 C.L, 15.00 LT. STA. 16+37.72 F.O.C. 348.73 22 P.R.C. STA 16+61.48 C.L, 15.00 LT. STA 16+68.63 F.O.C. 348.85 5 E.C. STA. 16+68.62 C.L, 18.00 LT. STA. 16+76.59 F.O.C. 348.99 9 P.C.C. STA 13+48.65 C.L, 1&00 LT. STA. 13+52.33 F.O.C. 349.36 22 UNIT BOUNDARY STA. 12+44.76 C.L, 1&00 RT. STA. 12+46.38 F.O.C. 349.00 R UNIT BOUNDARY STA. 12+44.76 C.L, 18.00 LT. STA. 12+46.39 F.O.C. 348.99 2� UNIT BOUNDARY STA. 17+20.79 C.L, 1&00 LT. STA. 17+28.75 F.O.C. 349.55 i UNIT BOUNDARY STA. 17+20.79 C.L, 18.00 RT. STA. 17+29.10 F.O.C. 349.58 358 I -� P 0 B T LEGENDS LENGTH BEARING L1 356 N65' 32' 23.00"E - ABBREVIATIONS 101.47 I L3 FL FLOWUNE POVC POINT ON VERTICAL CURVE 6'23'26' CL CENTERLINE BVC BEGIN VERTICAL CURVE 354 ELEV ELEVATION EVC END VERTICAL CURVE VERT. i CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 46'25'22" ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 8'57'32" BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 352 EC END CURVE TC TOP OF CURB h PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ! ( OF VERTICAL CURVE FC FINISH CONCRETE 350 P.O.C. POINT ON CURVE FC FINISHED CONCRETE I PA PROPERTY LUNE R/W RIGHT-OF-WAY 857'32" E.P. EDGE OF PAVEMENT A.P. ANGLE PONT 8'57'32" F.O.C. FACE OF CURB C/G CURB AND GUTTER 348 P.A.F.L PARKING AREA FLOW LUNE 78.18' 39.17' 8'57'32" Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ( 346 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 344 ri M Q FURNISH & INSTALL METRO STREET SIGN ER C... STD. -1. 16+00 17+00 18+00_ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.0.6. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 4) -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH ORIVEWAY W/3' WINGS 06 PER C 0 B STD ST -7 (UNLESS OTHERWISE NOTED) EX. GROUND 11+00 _2% 12+00 2" A.C. PAVEMENT ► CL. 2 AGG.BASE TEMPORARY TURN -AROUND SECTION NOT TO SCALE N.T.S. 13+00 14+00 15+00 16+00 STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION NOIES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHEO STANOARO TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON SHEET 4. 0 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 4. ® PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 4. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 360 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1' - STOP " _ 'S5-2"- END SCHOOL ROVE 358 "R5 1' - DO NOT ENTER ONE WAY Aw31(CA)" -END "R26(CA)" - NO PARKING ANYTIME,W14-1s - DEAD END "R3 -"R3 -5R'- RIGHT TURN ONLY 'WI -7' -DOUBLE ARROW W14-2 - NO OUTLET 356 "R4-7' - KEEP RIGHT 'RB1(CA)" - BIKE LANE "W1-6" - SINGLE ARROW "W3-3' - SIGNAL AHEAD V-1" - CURVE ARROW 354 v STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - 352 REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTEO OTHERWISE. 350 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 1348 s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 346 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■ TRACT BOUNDARY 344 _ :ra UNIT BOUNDARY 17+00 18+00 PARKING AREA - SEE CONSTRUCTION NOTE 6. O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE NOTES. i FACE OF CURB STATION - SEE TABLE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM ORAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. SECTION DESIGNATION: OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO SECTION ►gam BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTEO OTHERWISE. - 2 SHEET WHME SECTION IS SHOWN SCALE: 1 " = 40' 40' 20' O' 40' 80' LINE TABLE LINE # LENGTH BEARING L1 291.66 N65' 32' 23.00"E L2 101.47 I L3 221.31 1 N65' 32' 23.00"E 53.76' J 6'23'26' C3 488.00' 68.80' 34.46' 8-0442- C4 1000' 7.81' 4.12' VERT. i CURVE C5 10.00' 8.10' 429' 46'25'22" C6 518.00' 80.99' 40.58' 8'57'32" C7 512.00' 80.06' 40.11' 8'57'32" C8 518.00' ( 29.55' h I n Q° .J h ih� 36.34' ! ( 1aOO' 8.09' 4.28' I f tt: 00 ti N I OD I C12 482.00' 75.37' 37.76' 857'32" C13 488.00' 76.30' 1 38.23' 8'57'32" C14 J 78.18' t't� 8'57'32" C15 500.00' 78.18' 39.17' 8'57'32" C16 42.00' 226.69' 19.92' 309'14'46' �Ir N t` M ri M Q I I a 1 d M jj� (( I$ M! Z M Q d M > M I M W r ( V M a N j t� t'�YJ f_ I W i I C I �t i >W } I W' m C,.t h Z tW.�` W ( Z C,7 pNp C.� W W W Z> w ! W J+ '-t W W t" W W d' { f ! JAI -,4 t�po m\ ,� > tp ! t M' O I _ t W m\j -: ¢ to J � W 4. M d. _t tt" � O m acrno rn { O i _i �� two i Q d °coo _j _j n a 4: dco � ( �y Q ' a W ++w (;? a+ M Its I m Q I �. D + w C7 + + ( a: + 1 a '�• ► Q m U "Z3 to a►" I ► a; XIMATE OUND ®CE EXISTING TERUNE t < ci > w > _ > o z ._ t r v a ►-� ¢ ( > m a`Li z to un w in a z to a w us > W us i N I I m N m to u) Uj td cn o 1 d W to N N m N ta.i I -_.- .-.. L- - ta.i N I �1 A% ( -a25% 7' , S=0.37% i:: ------ i - --------- E I > I PROPOSED 14ORTH FL I NE I I CATCH BA�iN i I NO 15 I I ! FUTURE NORTH FLO I NT .INE 1 I NORMAL F I ELEV.= .13' I I RE ELEV.347.96' ( P• O N " W EX. GROUND 11+00 _2% 12+00 2" A.C. PAVEMENT ► CL. 2 AGG.BASE TEMPORARY TURN -AROUND SECTION NOT TO SCALE N.T.S. 13+00 14+00 15+00 16+00 STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION NOIES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHEO STANOARO TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON SHEET 4. 0 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 4. ® PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 4. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "3" ON SHEET 4. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 360 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1' - STOP " _ 'S5-2"- END SCHOOL ROVE 358 "R5 1' - DO NOT ENTER ONE WAY Aw31(CA)" -END "R26(CA)" - NO PARKING ANYTIME,W14-1s - DEAD END "R3 -"R3 -5R'- RIGHT TURN ONLY 'WI -7' -DOUBLE ARROW W14-2 - NO OUTLET 356 "R4-7' - KEEP RIGHT 'RB1(CA)" - BIKE LANE "W1-6" - SINGLE ARROW "W3-3' - SIGNAL AHEAD V-1" - CURVE ARROW 354 v STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STORM DRAIN MANHOLE - 352 REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTEO OTHERWISE. 350 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 1348 s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 346 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■ TRACT BOUNDARY 344 _ :ra UNIT BOUNDARY 17+00 18+00 PARKING AREA - SEE CONSTRUCTION NOTE 6. O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE NOTES. i FACE OF CURB STATION - SEE TABLE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM ORAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. SECTION DESIGNATION: OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO SECTION ►gam BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTEO OTHERWISE. - 2 SHEET WHME SECTION IS SHOWN SCALE: 1 " = 40' 40' 20' O' 40' 80' LINE TABLE LINE # LENGTH BEARING L1 291.66 N65' 32' 23.00"E L2 101.47 S74' 29' 54.64"W L3 221.31 1 N65' 32' 23.00"E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1000' 7.95' 4.20' 45'3423" C2 482.00' 53.76' 26.91' 6'23'26' C3 488.00' 68.80' 34.46' 8-0442- C4 1000' 7.81' 4.12' 44'407" C5 10.00' 8.10' 429' 46'25'22" C6 518.00' 80.99' 40.58' 8'57'32" C7 512.00' 80.06' 40.11' 8'57'32" C8 518.00' 59.04' 29.55' 6'31'49" C9 512.00' 72.56' 36.34' 8'07'10" C10 1aOO' 8.09' 4.28' 46'22'23" C11 1000' 7.82' 4A T 44'47'02" C12 482.00' 75.37' 37.76' 857'32" C13 488.00' 76.30' 1 38.23' 8'57'32" C14 500.00' 78.18' 39.17' 8'57'32" C15 500.00' 78.18' 39.17' 8'57'32" C16 42.00' 226.69' 19.92' 309'14'46' 64 -ex W -r A- DOL -4 � c R r f Know what's below. Call before you dig. r 07 z 0 W Q 0 PA 30' EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, s• WHERE OCCURS -1 N _ FINISH GRADE CONCRETE IN -----------------� .1"/2" IN PARKING AREAS ��• (SEE DETAIL 4 THIS SHEET) L N CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' e WEAKENED PLANE M. EA. 15' ° " POUR ON COMPACTED SUBGRADE 9" DETAIL "1" 6" CONCRETE CURB N.T.S. 30' P L 0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE Q 957. REL DENSITY. STREETSECTION SCALE:1 "=10' 4 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=44 6' WING W/2 / B.C.R. ci I i --__'CENTERUNE STORM DRAIN W CENTERLINE STORM DRAIN LIP CURB AND GUTTER -FLOWUNE CURB AND GUTTER LANDSCAPE 6' WING ' SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTES: R=10' 51 z_ PA:---- � 3 in we !=10' I I LOT SIDE 'n 1 5' SIDEWALK 7' DETAIL "2" TYPICAL CORNER N.T.S. MAX SIDEWALK 12' CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS 18' SHALL BE AT THE SAME LEVEL. 18' II DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 12' Z ROAD SURFACES IMMEDIATELY ADJACENT TO AND C'4=SEE WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT NOTE 9 EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. .n d - IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE 6" SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN I 5' 1 7' 6' c� 12' EDGE OF CONFORM TO THE REQUIREMENTS IN THE STANDARD 12' SPECIFICATIONS. 6' 7' 5' I SIDE- LANDSCAPE PARKING 0000 0000A• x Q LANE RAMP SHALL BE CONSTRUCTED IN REVERSED MAX00°00 LANE 0000 00:°00 00MAX PARKING LANDSCAPE SIDE- WALK AREA RAMP) w zw 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS I WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH W z AND DEPTH. AREA WALK Z i W H � W MAX. 2% O a -j 1.5% MIN. N C.) 1.5% MIN. OJ OMAX. M T ti ti a% MIN. C� 1 3.4x t, N` +L U_2% L 0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE Q 957. REL DENSITY. STREETSECTION SCALE:1 "=10' 4 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=44 6' WING W/2 / B.C.R. ci I i --__'CENTERUNE STORM DRAIN W CENTERLINE STORM DRAIN LIP CURB AND GUTTER -FLOWUNE CURB AND GUTTER LANDSCAPE 6' WING ' SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTES: R=10' 51 z_ PA:---- � 3 in we !=10' I I LOT SIDE 'n 1 5' SIDEWALK 7' DETAIL "2" TYPICAL CORNER N.T.S. MAX SIDEWALK XX CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. MAX II DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND Z ROAD SURFACES IMMEDIATELY ADJACENT TO AND C'4=SEE WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT NOTE 9 EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. .n d - IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE 6" SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0' WIDE DETECTABLE WARNING FRONT TYP c� RAMP. DETECTABLE WARNING SURFACES SHALL EDGE OF CONFORM TO THE REQUIREMENTS IN THE STANDARD Z SPECIFICATIONS. SIDEWALK /ATC.I.JRB 0000 0000 0000 00000 000000 000 '0000 4. AS SITE CONDITIONS DICTATE, THE RETAINING RETAININ( 0000 0000A• x Q 00 o0 RAMP SHALL BE CONSTRUCTED IN REVERSED MAX00°00 woo P� 0000 00:°00 00MAX MAX SIDES OF o0 000000 000 „�0, „o A CURB000o ►-- roA 4'-2" MIN CASE A LOT SIDE 5' SIDEWALK/-PIL P.A.F.L. q PRIVATE STREET DETAIL "3" TYPICAL BULGE ­--c"'A) SIDEWALK 1.5% CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. MAX BARRINGTON POLE DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND Z ROAD SURFACES IMMEDIATELY ADJACENT TO AND FRONT ED WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. �X OF SIDEW/ IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE 6" SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0' WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. TYP c� RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD Z SPECIFICATIONS. SIMILAR TO THAT SHOWN FOR DETAIL B. z w e 000000 000 '0000 4. AS SITE CONDITIONS DICTATE, THE RETAINING RETAININ( ¢ 000°00 0000 x RAMP SHALL BE CONSTRUCTED IN REVERSED CURB B( POSITION. 0000 ��� 5. IF LOCATED ON A CURVE, THE SIDES OF THE SIDES OF RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM „�0, „o WIDTH OF THE RAMP SHALL BE 4'-2". RAMP) 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. r 4"-Z- MIN IN,, SEE NOTE 9 CASE F GUTTER FLOWLINE TOP OF RAMP ---,4'-2' MIN ROUNDED-� 1.5% MAX F- 7.5% MAX SEE NOTE 8 SECTION A --A l'-nopl-rc, O II 04 O 1.67"TO2.3" OoOQ 0 6 CENTER TO TO45" A-) 1 ' CENTER OQ OQ OQ 0 SPACING 0.9"-T RAISED TRUNCATED BASE DIA 6 DOME PATTERN IN—SINE) O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "5" IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE NOTE: • CASE "A" CURB RAMPS TO BE USED ON COLLECTORS AND ARTERIALS. • CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. A AND B. THE CASE OF CURB RAMPS USED IN BARRINGTON POLE DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9• CURB RAMPS SHALL HAVE A DETECTABLE IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0' WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. SIMILAR TO THAT SHOWN FOR DETAIL B. 10. SIDEWALK AND RAMP THICKNESS, "1"°, SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G ed RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 12 DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW REMOVAL OF UTILITY COVERS FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. N.T.S. 3E ,LK ITH CONSIRIJ CIN NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5' ON SHEET 4. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 4. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. INSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIM REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" W SHEET 4. �9 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 4. 1Q CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 2' 6' PROPOSED J A. C. PAVING SEE STREET Q CROSS SECTION o- 2 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N.T.S. 2' SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRLED NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. 6" CONCRETE CURB SEE DETAIL 1 30" JGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) 'A" x 18" x 3" z ANCHOR BOLTS (4) 11' x 18" x 3' z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "6" SCALE: NONE u4iT 4 ONS -,En-,",2"r% NtAWN^ rn 0 ro M � Q Of I Z U_ I Q J w U 0000 o W cU 0 E N W w Y Q m C4 0 i� w LO� Know what's below. Call before you dig. h--1300 pk'4k5- CITY RECORDS NO: C) 0 r v/ � m Q. z co cn ® J go z W ed 0 z co Z 0 cv U) ®� WOz}• co W H � W U-1 co m C.) LLI inQ cz > CL Q �d a a v/ � J Q. z co •� ® J go W ed CCS z co Z 0 cv ®� WOz}• co W H � W co m C.) LLI inQ cz > CL �d a W Z 0) `*