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HomeMy WebLinkAbout1.1-7300 Ph 6 & 7CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS tn r-wn VESTING TENTATIVE TRACT 7300 UNIT 6 & 7 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 1. COVER SHEET ,� r 12 OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF BECKON 39-4.01, "SUBGRADE," OF THE 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2• ADDLESTON LANE j n \ STANDARD SPECIFICATIONS SHALL BE MET. I I WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY R 3. ADDLESTON LANE CONT' xl ' EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4• BOON WAY & MORVALE LANE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL \ SIDEWALK 6' FROM BACK \ TRACT 7299 BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE 5. DELAMERE STREET &I a LIMITS OF CONSTRUCTION. STREET SECTIONS & DETAILS '�"-�-- 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CIN OF BAKERSFIELD (NOTA PART) 1 \ FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED III. t z 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS PUBLIC WORKS DEPT. OTHERWISE PERMITTED BY THE CIN ENGINEER. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION N AGREEMENT, 4% <o, 1 ' I SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 'j i 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED II / 6 n / PRIOR TO ISSUANCE OF THE PERMIT. iii 2e 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 LIST OF MATERIALS III --I� 1, ,a o NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS 14 AGGREGATE BASE• AGGREGATE BASE MATERIAL FOR ARTERIAL & 11I R3 j l I- - �-!�// ,a ^ , TRACT 7302 ASPHALT CONCRETE PAVING NOTES: UNIT 6 STANDARD NOTES PG&E GAS NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. IR AN ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS D CALL 811 1-800-227-2600 A MINIMUM OF 2 BUSINESS DAYS NOT INCLUDING INITIAL DAY OF ( ) OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AT WORK LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER AND TYPE 8 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN 343 SPECIFICATIONS OF THE CIN OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL SUBGRADE PREPARATION SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL CAB OR CRUSHED MISCELLANEOUS BASE CMB CONFORMING TO SECTION (CMB) TRANSPORTATION STANDARD SPECIFICATIONS. NON-UTIUTIES BEFORE YOU DIG, GRADE, R EXCAVATE. 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROVISIONS. 2. THE FOLLOWING CIN OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (YOUTH 3 FT. R 2. PRIOR TTHE NOF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR A 12253 OF THESE PLANS: ST -1, ST -2, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE 12. EME TYPE ) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF (MODIFIED) SPECIFICATIONS FOR PUBLIC WCONSTRUCTION AND THESE ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 EXISTING 34" PACIFIC GAS &ELECTRIC TRANSMISSIONLINE. ADDITIONALLY, NO LESS THAN 72" OF ATE BASE SHALL TO DETAILED SPECIFICATIONS. AGGREGATE SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. LI ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE NES ARE OPENED TO PUBLIC TRAFFIC. AT F THE WITHIN THETOLERANCES AND COMPACTED TO 95%% O THE COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON MAXIMUM DRYY DENSITY IN ACCORDANCE WITH ASTM D-1555 7. 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 17669 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PERFORMANCE GRADED 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE RADE AND 0.20' TYPE ASPHALT CONCRETE OVER AT NO TIME SHALL POWER DRIVEN R POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE COMPACT STREET SUBGRADE INA DAWITH THE CONTRACT ALP 184-10 ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) TO PUBLIC TRAFFIC. KRAFT PAPER, OTHER APPROVED BOND BREAKER, MAY BE PLACED 0.45' AGGREGATE BASE (PER NOTE 16) OVER GA TRANSMISSION UNE, OR WITHIN V FROM THE EDGE R THE PIPE. EQUIPMENT SHALL NOT REMAIN UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING RMA ASPHALT CONCRETE SHALL BE PG 6T PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 2 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN 13. BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR BI 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED C.O.B. STD. ST -9. CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION UNE & COMPACTED PER CITY STANDARD DETAIL ST -22. "STEAM -REFINED PAVING ASPHALTS." IN SECTION 92-1.02, 'GRADES." OF THE STANDARD 794 979 1773 SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF PCC 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 'W3-3' - SIGNAL AHEAD "W1-1' - CURVE ARROW BAKERSFIELD STD. DWG. ST -13. SOUTHERN CALIFORNIA GAJ NOTES: THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET THE CONTRACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS END CURVE O TO BE INSTALLED. TOP OF CURB 7SY0� * PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY OO EXISTING ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF PIVC ENGINEER. TP TOP OF PAVEMENT UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. R VERTICAL SEPARATION FROM THE. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5. T INSTALL TRAFFIC CONTROL SIGNS EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION UNE ADDITIONALLY, NO LESS OF VERTICAL CURVE CITY ENGINEER'S REVIEW AND APPROVAL: FINISH CONCRETE --¢}- 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 UNE. CONFORM TO THE FOLLOWING INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 CURVE ON W FC A. A LIST OF AGGREGATE AND ASPHALT SOURCES. O INSTALL STANDARD STREET UGHTS, 5800 LUMEN H.P.S.V. ON 14'. "6" AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR PA POST TR PER DETAIL ON SHEET 5. THE TRANSMISSION LINE OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT RIGHT-OF-WAY B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK REFER REFER TO SEWER & STORM DRAIN PLANS -8-N I ALLSTANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STI REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD EDGE OF PAVEMENT STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW EXISTING TRANSMISSION LINE CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE F.O.C. EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 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 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. STREETS UNLESS OTHERWISE NOTED. GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. PARKING AREA FLOW LINE C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 367. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX TO PREVENT EROSION ONTO THE SIDEWALK. Q. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET .THE REQUIREMENTS EXISTING SURVEY MONUMENT EACH SEWER LATERAL. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL Q MAINTAINED. cd ii PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 9• INSTALL ADDITIONAL $ 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E SEWER - REFER TO SEWER & STORM DRAIN PLANS CI-+ 0 AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE - m SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A.GRAVEL BED A FURNISH &INSTALL STREET SIGN PER C.O.B. BTU. T-1. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. z 0M MINIMUM OF 6" THICK. 30. 6 WHERE IS TO TO OPARALLELSTING A F LU ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW INDEX OF SHEETS F U PAVEMENT�SHALLHALT BE SAW CUTTINPAVNEATTSTRAIGHTO NEREITHERM RDPERPE PERPENDICULAR TOTHE10. co PAVEMENT RADE. CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE W ~ ® G , > OF PAVEMENT. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION 811 SHEET TITLE CC$ CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS tn r-wn VESTING TENTATIVE TRACT 7300 UNIT 6 & 7 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 1. COVER SHEET ,� r 12 OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF BECKON 39-4.01, "SUBGRADE," OF THE 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2• ADDLESTON LANE j n \ STANDARD SPECIFICATIONS SHALL BE MET. I I WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY R 3. ADDLESTON LANE CONT' xl ' EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4• BOON WAY & MORVALE LANE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL \ SIDEWALK 6' FROM BACK \ TRACT 7299 BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE 5. DELAMERE STREET &I a LIMITS OF CONSTRUCTION. STREET SECTIONS & DETAILS '�"-�-- 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CIN OF BAKERSFIELD (NOTA PART) 1 \ FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED III. t z 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS PUBLIC WORKS DEPT. OTHERWISE PERMITTED BY THE CIN ENGINEER. STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION N AGREEMENT, 4% <o, 1 ' I SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 'j i 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED II / 6 n / PRIOR TO ISSUANCE OF THE PERMIT. iii 2e 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 LIST OF MATERIALS III --I� 1, ,a o NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS 14 AGGREGATE BASE• AGGREGATE BASE MATERIAL FOR ARTERIAL & 11I R3 j l I- - �-!�// ,a ^ , TRACT 7302 ITEM UNIT UNIT 6 UNIT 7 TOTAL COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THAT, THE END OF EACH SHIFT, THE CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS 584 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AT WORK LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK-).. 343 N BE SURFACED DURING THE FOLLOWING SHIFT NORMAL PAVING OPERATIONS. THAN THAT WHICH CA G AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER SUBGRADE PREPARATION E T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OPER ON EACH LANE. ADDITIONAL ASPHALT CAB OR CRUSHED MISCELLANEOUS BASE CMB CONFORMING TO SECTION (CMB) 365 SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CUYD TO FORMTE MPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR CONSTRUCTION LATEST EDITION. 394 CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. AGGREGATE BASE SHALL BE FURNISHED AND PLACED 12253 9013 ACCORDANCE WITH THE CONTRACT PLANS THE STANDARD 12. WHERE THE COMPACTED .THICKNESS OFA LAYER ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING SPECIFICATIONS FOR PUBLIC WCONSTRUCTION AND THESE 304 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ATE BASE SHALL TO DETAILED SPECIFICATIONS. AGGREGATE LF LI ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE NES ARE OPENED TO PUBLIC TRAFFIC. AT F THE WITHIN THETOLERANCES AND COMPACTED TO 95%% O THE 2946 THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON MAXIMUM DRYY DENSITY IN ACCORDANCE WITH ASTM D-1555 7. 9988 ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 17669 HANDICAP RAMPS ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE RADE AND 4 RAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED COMPACT STREET SUBGRADE INA DAWITH THE CONTRACT EA. TO PUBLIC TRAFFIC. KRAFT PAPER, OTHER APPROVED BOND BREAKER, MAY BE PLACED PLANS, CIN REQUIREMENTS AND STANDARD SPECIFICATIONS SUBGRADE 4 UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING SHALL GRADED 70 WITHIN THE CIN TOLERANCES AND COMPACTED TO 2 OPERATIONS RESUME - 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE KITH ASTM D-1557. T 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED 8 DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE & COMPACTED PER CITY STANDARD DETAIL ST -22. ITEM UNIT UNIT 6 UNIT 7 TOTAL A.C. PAVING TONS 298- 286 584 CL II AGO. BASE CUYD 343 329 672 SUBGRADE PREPARATION CUYD 381. 365 746 CONCRETE PARKING SUBGRADE CUYD 227 167 394 CONCRETE PARKING AREA SIFT 12253 9013 21266 6" CURB & GUTTER LF 230 304 534 6" CURB LF 1683 1263 2946 SIDEWALK SOFT 9988 7701 17669 HANDICAP RAMPS EA 0 4 4 STANDARD STREET NAME SIRS EA. 2 2 4 5800 LUMEN STREET LIGHTS EA, 2 3 5 MONUMENT ENCASEMENTS EA. 5 8 13 LOCAL STREETS LF 794 979 1773 Til: �I_ za II 9 " II I�'�� , n (NOT A PART) 16 ij �! I is e p \ i/� I i jj �fIU N 1 7 1 I APART J I 1, / i I Ili , 2 1 i 1 EE 1 29 I I 3J 1 �i I _ I I zz - HIGHGATE HEATH AVENUE RFgREL ry°n zs I � , - a a a [� i c I I I °d zs I "141 s WILDEVE WAY - ,i II 2J 36 LI � j6 I - N I T 2 I m - I • WITH CAUFORNIA TEST 375. VIf I�Ii zo NOT A PART) �� -----7 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. I I3 I / ! m l a, \ `) �, a a Ic II --� I / THE NUMBER AND LOCATION R REQUIRED TESTS SHALL BE DETERMINED Iy1p I;zs I I �- 14. IF THE IN DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATERp, , 1 8Y THE TTY CIN THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE C ENGINEER. y m 1 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR �II U N 1 7 3 ! 2a �28 18. PRIOR O THE START IT ANY PHASE OF CONSTRUCTION WITHIN PUBLIC y ,I, I p BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 (NOT A PART) Oi 29 LI 1 _ ` I zs- z UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN -\° � V HOURS NOTICE. 661 326-3049. N_Q1EL II ,. 1 \ + V U N I T 6 ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE LL GIVEN DOES NOT ( ) TEMPORARY FLOWAGE &DRAINAGE J-- .l t�' MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 19. DUST CONTROL' PROJECT SHALL OBTAIN A CRY OF THE DUST CONTROL PLAN BLANKET EASEMENT I' + \ _ = _e'er` -J V- �l as � s2� \ REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. SITE) FOR THIS PROJECT FROM THE DEVELOPER, CON AND SHALL KEEP A COPY ON PER DOC. 219008716 a +,/ - _ �` -f-�"'s\' 4 SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS SITE, CONTRACTOR IS REQUIRED TO COMPLY 4ATI1 THE PROVISIONS OF SAID k \ ; jl�/ $o} •z EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT !I' (+ �t '6 �,s 2° I %�N 22 \ 4�1I- 2 \;" i�� +o SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN DENSITY 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE l Fi' ifl �� , REQUIREMENT. THE CORRECTIVE. WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE nllii� \ ++ • \I\ ® DEVELOPER, AND SHALL KEEP A COPY ON STE AT ALL TIMES. FOR THE DURATION 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OF CONTRACTOR'S OCCUPANCY R THE SITE, CONTRACTOR IS REWIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR \ 3�i'�" VvA -soA- 2 21. LUMINARIES SHALL BE SOLID STATE UGHT EMITTING DIODE PATH TWIST LOCK B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE PHOTOCELL ORIENTED NORTH AND SHALL CONFORM TO THE LATEST REQUIREMENTS MAY BE SUBSTITUTED WITH PARAFFIN. OF THE CURRENT CITY R BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. ��II�I ie s +. 'I�� Y U N I T 7 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. . 27 7-(J APPR VED 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. R.C.E. NO. 61069 C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL v IT o I. z ^ ' ' - �%- " V ! H S V A i� Y e n 1 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT" (N01) TO COMPLY NTH THE TERMS R THE GENERAL PERMIT TO DISCHARGE �pE , TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. •� q� a , b r s 6 s V"' V 90 %i �' REVIEWED BY: 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER / . Ili ( U N 17 A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, _ / \ate` _ _ (Nor A PART) 15 S \ +s 1 V / STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: BOARD 006 -DRAM MUST BE FILED WITH STATE WATER RESOURCES CONTROL / ,n BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION i --- - - - . n p +s V R.C.E. NO. 44898 B. REMOVAL AND REPLACEMENT, OR - -/`O \ 2 '/- ,o' / / ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT ASTORM � %%' C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY ' _ EXISTING SUMP AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE A7 CARRIED OUT, THE CONTRACTOR'S EXPENSE. NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) N0. 5F15C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD \ �`�'�\ N\ �'\ ; ffiVVn Y = �% \ +.�\;N I� ® ,/�;, REVIEWED BY: ✓a_-_ e�'✓*"�..d s'P (P,i1I.f% 18. A ITIONAL GRINDING H USED TO BRING THE FINISHED SURFACE NL SPECIFIED SURFACE TOLERANCES. FOR THIS PROJECT. \ �, ADDITIONAL GRINDING SHELL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATETRAFFIC ENGINEER DATE: THE LONGITUDINAL LIMITS OF .GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR TIE WORK IN TIE\\�\\l-/��PROJECT MAP RYAN STARBUCK NEAREST LANE UNE OR PAVEMENT EDGE. AND THE TRANSVERSE LIMBS OF GRINDING ARE NORMAL TO THE s 1 EXISTING PUBUC RIGHT-OF-WAY TO ESTABUSH THE NECESSARY DEPOSIT FOR SCALE: T"=200' 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 A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS (<a ° IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) THE LAST FOUR PARAGRAPHS OF BECKON ALL FINISHED "CONSTRUCTION" OF THE STANDARD DEV SPECIFICATIONS �� :/ ® SHEET NO. INDEX BASIS OF BEARINGS: A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. P4. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) LEGEND CONT. THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST 25. PRIOR PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY LEGEND: THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER COB Sm T-19 LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STOCKDALE SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED T. 30 S., ABBREVIATIONS R. 26 E. y��r rc �- "RI -1" -STOP STREETS SHALL BE CAB OR 0 FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. FL FLOWIINE POVC POINT ON VERTICAL CURVE PROJECT SITE °R6-1° - ONE WAY 55-Y - END SCHOOL ZONE "W31(CA)' CONFORMING TO SECTION 200-2.4 OF THE ..E WHICH ALLOWS UP 70 50% THE CL CENTERUNE BVC BEGIN VORTICAL CURVE "R5-1° - DO NOT ENTER -END uam wva g TE PORTLAND RE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEON CONCRETE BASE, 26:. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET ELEV ELEVATION EVC END VERTICAL CURVE R2 CA - NO PARKING ANYTwE WN -1' - DEAD END CEMENT TREATMENT EASE R A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT 2 ,. CURRENT STANDARDS SET BY PUBUC WORKS WILL REWIRE REPAIRING SCR CURB RETURN PI PONT OF INTERSECTION g ,�_ WI4-7 - NO OUTLET 'R3 -5R RIGHT TURN ONLY 'WI 6P BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. qN0/R UPGRADING AS PER CIN ENGINEER. sw .BEGIN WHITE LANE "R4 -Y - KEEP RIGHT -7' - OQUBIE ARROW N W ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE "R81(CA)" - BIKE LANE "WI -6' - SINGLE ARROW 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD BC BEGIN CUR+£ PCC PONT OF COMPOUND CURVATURE 13 'W3-3' - SIGNAL AHEAD "W1-1' - CURVE ARROW SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 27. THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET EC END CURVE TC TOP OF CURB 7SY0� * - LIGHTS THE EXTENSION OF THE NEAREST LOT LINE LIGHTS SHALL BE INSTALLED PIVC PONT TI INTERSECTION TP TOP OF PAVEMENT -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL H TO WHERE THEY ARE SHOWN HEREIN. OF VERTICAL CURVE FC FINISH CONCRETE CONFORM TO THE FOLLOWING PP.O.C.POINT CURVE ON W FC FINISHED CONCRETE C NCRE STORM GRAIN MANHOLE - 28. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR PA PROPERTY LINE R/W RIGHT-OF-WAY REFER REFER TO SEWER & STORM DRAIN PLANS A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK E.P. EDGE OF PAVEMENT A.P. ANGLE PONT THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY F.O.C. FACE OF CURB C/G CURB AND GUTIER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER THE GRADE ESTABLISHED BY THE ENGINEER. ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD P.AF.L PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED TO PREVENT EROSION ONTO THE SIDEWALK. Q. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 29. ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY U EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. Q MAINTAINED. cd ii "^" s SEWER - REFER TO SEWER & STORM DRAIN PLANS CI-+ 0 V - m W uj FURNISH &INSTALL STREET SIGN PER C.O.B. BTU. T-1. z 0M 30. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE F LU > O V F U co CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED W ~ ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SIDE OF APPROACH AND CROSS GUTTER. STANDARD OR APPROVED EQUAL (SEE DETAIL "6° ON SHEET 5.) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER QO.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS VICINITY MAP NO SCALE RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON, BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 00 Know whaYs below. Call before you dig. CITY RECORDS NO: STOCKDALE T. 30 S., o R. 26 E. y��r rc o 1 �9y .w o M+ o 2 Nz PROJECT SITE z rc MING AVENUE uam wva g f e � a � A 1f 2 P wrt M OU O d g k 6P a A o a sw > 7s WHITE LANE w w 00 N W a Y m � o b w m b6 14 13 0 z OUTHERN PAOHC RAILROAD P fa` VICINITY MAP NO SCALE RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON, BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) 00 Know whaYs below. Call before you dig. CITY RECORDS NO: fi^ .w o M+ o Nz O z V 5 Z � o V a 0 M N 0 \ M OU O d g k Z w H a J w 0,o w w 00 N W Y m � o b b6 0 z V P fa` 7SY0� * a rn Z O w -R Q cd ii "^" z O CI-+ 0 V - m W uj y _ � z 0M F LU > O V F U co W ~ > s n CC$ - C..� m c a' LEE T e 360 358 356 354 352 350 348 346 344 342 11+00 12+00 DELAMERE STREET SEE SHEET 5 ADDLESTON LANE (PRIVATE STREET) STA. 12+55.56 C.L. TO 18+50.00 C.L. SCALE: 1" = 40' HORIZONTAL =5- 360 358 356 354 352 350 348 346 344 13+00 14+00 15+00 STA. 12+55.56 TO 18+50.00 SCALE: 1" = 40' HORIZONTAL i" = 4' VERTICAL ,_ 50.00'. 16+00 17+00 18+00 If W M Z J W F- U N W Q < S !n P.A.F.L. VERTICAL CURVE TABLE REF. NO. DESCRIPTION CL STATION & OFFSET F.L. STATION ® B.V.C. STA 17+50.66, 1200 LT. STA. 17+5242 ® P.I.V.C. STA. 17+75.54, 1200 LT. STA. 17+77.42 ® E.Y.C. STA. 18+00.54, 1200 LT. STA. 18+0242 ® B.V.C. STA 14+08.1Z 120D RL STA 14+10.00 CL i STA 14+5&12, 1200 RL STA. 14+60.00 ® B.V.C. STA. 11+35.1& 12.00 RT. ISTA. 17+33.80 3 P.I.V.C. WR STA 17+5&80 4® EVG STA 17+85.60, 1200 RL STA. 17+83.80 ® GB./P.I.V.G STA 14+33AZ 1200 RT. STA. 14+35.00 ® STANDARD PIAN A88A-CASE A OR F - DETAIL °5° ON SHEET 5. BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD. ST -9. 1 40.58' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 512.00' �y 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5 OPENINGS -4 EC END CURVE TC TOP OF CURB r AND 6 REVEAL PER DETAIL "1' ON SHEET 5. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE C11 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT © PARKING AREA 8° THICK CONCRETE- SEE DETAIL '4' ON SHEETS p- 10.00 P.O.GPOINT OF VERTICAL CURVE FC FINISH CONCRETE ON CURVE FC FINISHED CONCRETE 10'09'21' INSTALL W31(CA) SIGN & TYPE 111 BARRICADE WITH 0104-3 MARKER AT UNIT 500.00' 78.18' P/L PROPERTY UNE R/W RIGHT-OF-WAY 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 75.37' 37.76' E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 488.00' REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 38.23' 81 F.O.C. I_- ® CONSTRUCT TYPICAL STREET CDRNER - SEE DETAIL "7 ON SHEET 5. 61 C17 P.A.EL , 0 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 5. C18 10.00' OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD.. ST -13. 10 { 10.00' 8.15' i) EXISTING SURVEY MONUMENT C20 SPECIFICATIONS ON C.O.B. STD. ST -6. 8.08' 4.27 461 21 P.R.C. STA. 17+75.32 C.L, 15.00 RL STA 17+7993 F.O.C. 348.14 22 FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 17+8246 C.L. 18.00 RL STA 17+87.89 F.O.C. VM M }II FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA. 16+81,11.. F.O.C. 347.77 24 P.C.C. I -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 348.06 25 P.R.C. STA 17+60.91 C.L, 15.00 LT. STA 17+68.36 F.O.C. STANDARD OR APPROVED EQUAL (SEE DETAIL "6' ON SHEET 5) 26 P.R.C. STA 17+90.19 C.L, 15.00 LT. I ^ 27 n a r r n L__ _ ____ I {. �. STA 72+55.56 GL, 1815 RL STA. 12+54.32 F.O.C. 34&78 29 P.R.C. STA 12+56.90 C.L, 15.00 RL 34&74 30 P.R.C. STA 12+86.19 C.L, 15.00 RT. STA. 12+87.00 F.O.C. 348.42 34 aa STA. 17+57.18 F.O.C. 35 > STA 18+00.54 C.L. 1&00 LT. STA 18+10.43 F.O.C. 348.08 39 B.V.C. STA 14+0&12 GL, 18.00 RL STA 14+1256 F.O.C. 347.09 ® E.V.C. STA. 14+5&12 C.L, 17.91 RT. STA 14+65.81 F.O.C. 346.94 ® B.V.C. STA 17+35.18 C.L, 18.00 RL STA. 17+37.98 F.O.C. 348.12 ® EVC. STA 17+8568 C.L. MOO RL STA. 17+91.11 F.O.C. 34818 ® B.C.-MATCHUNE ST0. 18+5&94 GL, 18.00 LT STA. /8+66.82 F.O.C. 347.94 w B.C.-MATCHUNE STA 18+56.94 C.L. 1&00 RT STA. 18+62.37 F.O.C. 1 348.00 wW�mW I � O W mmr + W rL4 la _..WTI NX8UTE SNG 2 I PROXIMATEEASTING Ni ¢ ti r C3�m a GROUND ®CEN UNE U y m m w ao m0 mr I --- -- -- --- -- -- i -- -- - I - - - -- --�---- - N I -- --_ I j s SL0.37% =- 59-0.25% SPR FUTURE N OWLNE TH PROP NOR iH 'y'1.�ron9'1X -0.5N1R - I _ mIi gn MAINE FLOWMNE I P OPOSED NORTH OWL NE I FLO NE SOU I CATCH ASIN N0. h I FLOWJN _ STA.1 DSR 1 NORM 3I V. F.L ELEV. 12.00 RT. 346.24' 3411 ELEV. 3 1.69' INV. 8" NW ! 360 358 356 354 352 350 348 346 344 13+00 14+00 15+00 STA. 12+55.56 TO 18+50.00 SCALE: 1" = 40' HORIZONTAL i" = 4' VERTICAL ,_ 50.00'. 16+00 17+00 18+00 If W M Z J W F- U N W Q < S !n P.A.F.L. VERTICAL CURVE TABLE REF. NO. DESCRIPTION CL STATION & OFFSET F.L. STATION ® B.V.C. STA 17+50.66, 1200 LT. STA. 17+5242 ® P.I.V.C. STA. 17+75.54, 1200 LT. STA. 17+77.42 ® E.Y.C. STA. 18+00.54, 1200 LT. STA. 18+0242 ® B.V.C. STA 14+08.1Z 120D RL STA 14+10.00 CL EV.C. STA 14+5&12, 1200 RL STA. 14+60.00 ® B.V.C. STA. 11+35.1& 12.00 RT. ISTA. 17+33.80 3 P.I.V.C. STA 17+60.68, 1200 RT. STA 17+5&80 4® EVG STA 17+85.60, 1200 RL STA. 17+83.80 ® GB./P.I.V.G STA 14+33AZ 1200 RT. STA. 14+35.00 360 358 356 354 352 350 348 346 344 342 19+00 342 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 # RADIUS STA. 12+55.56 TO 18+50.00 LEGEND: DELTA CONSTRUCTION NOTES: 482.00' SCALE: 1" = 40' HORIZONTAL 11.05' ABBREVIATIONS 1 CONSTRUCT TYPE 93' CURB & GUTTER PER C.O.B. STD ST -1 NOTES. 1" = 4' VERTICAL FL FLOWUNE POVC POINT ON VERTICAL CURVE --VERT. CURVE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 462522' CL CENTERUNE BVC BEGIN VERTICAL CURVE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 PLANS AND DETAILS C5 ELEV ELEVATION EVC END VERTICAL CURVE 3 INSTALL STREET SCI PER C.O.B. STANDARD DETAIL T-1. 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" A.C. 25.00 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 99'00'20° CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED OVER 0.45 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 7.95' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE ® STANDARD PIAN A88A-CASE A OR F - DETAIL °5° ON SHEET 5. BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD. ST -9. 1 40.58' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 512.00' �y 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5 OPENINGS -4 EC END CURVE TC TOP OF CURB r AND 6 REVEAL PER DETAIL "1' ON SHEET 5. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE C11 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT © PARKING AREA 8° THICK CONCRETE- SEE DETAIL '4' ON SHEETS p- 10.00 P.O.GPOINT OF VERTICAL CURVE FC FINISH CONCRETE ON CURVE FC FINISHED CONCRETE 10'09'21' INSTALL W31(CA) SIGN & TYPE 111 BARRICADE WITH 0104-3 MARKER AT UNIT 500.00' 78.18' P/L PROPERTY UNE R/W RIGHT-OF-WAY 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 75.37' 37.76' E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 488.00' REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 38.23' 81 F.O.C. I_- ® CONSTRUCT TYPICAL STREET CDRNER - SEE DETAIL "7 ON SHEET 5. 61 C17 P.A.EL , 0 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 5. C18 10.00' OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD.. ST -13. 10 { 10.00' 8.15' i) EXISTING SURVEY MONUMENT C20 SPECIFICATIONS ON C.O.B. STD. ST -6. 8.08' 4.27 461 21 P.R.C. STA. 17+75.32 C.L, 15.00 RL STA 17+7993 F.O.C. 348.14 22 FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 17+8246 C.L. 18.00 RL STA 17+87.89 F.O.C. 348.18 M }II FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA. 16+81,11.. F.O.C. 347.77 24 P.C.C. I -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 348.06 25 P.R.C. STA 17+60.91 C.L, 15.00 LT. STA 17+68.36 F.O.C. STANDARD OR APPROVED EQUAL (SEE DETAIL "6' ON SHEET 5) 26 P.R.C. STA 17+90.19 C.L, 15.00 LT. STA. 17+99.26 FAC. 34&04 27 EC. STA. 17+97.33 GL, 18.00 LT. STA 18+07.22 F.O.C. 34&09 28 STA 72+55.56 GL, 1815 RL STA. 12+54.32 F.O.C. 34&78 29 P.R.C. STA 12+56.90 C.L, 15.00 RL 34&74 30 P.R.C. STA 12+86.19 C.L, 15.00 RT. STA. 12+87.00 F.O.C. 348.42 34 aa STA. 17+57.18 F.O.C. 35 > STA 18+00.54 C.L. 1&00 LT. STA 18+10.43 F.O.C. 348.08 39 B.V.C. STA 14+0&12 GL, 18.00 RL STA 14+1256 F.O.C. 347.09 ® E.V.C. STA. 14+5&12 C.L, 17.91 RT. STA 14+65.81 F.O.C. 346.94 ® B.V.C. STA 17+35.18 C.L, 18.00 RL STA. 17+37.98 F.O.C. 348.12 ® EVC. STA 17+8568 C.L. MOO RL STA. 17+91.11 F.O.C. 34818 ® B.C.-MATCHUNE ST0. 18+5&94 GL, 18.00 LT STA. /8+66.82 F.O.C. 347.94 w B.C.-MATCHUNE STA 18+56.94 C.L. 1&00 RT STA. 18+62.37 F.O.C. 1 348.00 wW�mW O W mmr + la NX8UTE SNG 2 GROUND ®CEN UNE U y I --- -- -- --- -- - L0.46191 -- --_ 4 s =- SPR w sounH _ __._.PROP - FL MAINE 5001}1 OWL NE SOU CATCH ASIN N0. h FLOWJN _ STA.1 DSR 1 NORM 3I V. F.L ELEV. 12.00 RT. 346.24' 3411 ELEV. 3 1.69' INV. 8" NW ! 342 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 360 358 356 354 352 350 348 346 344 CURVE TABLE # RADIUS STA. 12+55.56 TO 18+50.00 LEGEND: DELTA CONSTRUCTION NOTES: 482.00' SCALE: 1" = 40' HORIZONTAL 11.05' ABBREVIATIONS 1 CONSTRUCT TYPE 93' CURB & GUTTER PER C.O.B. STD ST -1 NOTES. 1" = 4' VERTICAL FL FLOWUNE POVC POINT ON VERTICAL CURVE 10.00' &10' 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 462522' CL CENTERUNE BVC BEGIN VERTICAL CURVE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 PLANS AND DETAILS C5 ELEV ELEVATION EVC END VERTICAL CURVE 3 INSTALL STREET SCI PER C.O.B. STANDARD DETAIL T-1. 2 LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" A.C. 25.00 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 99'00'20° CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED OVER 0.45 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 7.95' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE ® STANDARD PIAN A88A-CASE A OR F - DETAIL °5° ON SHEET 5. BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD. ST -9. 1 40.58' BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 512.00' CONCRETE CONSTRUCT 6' CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5 OPENINGS 81 EC END CURVE TC TOP OF CURB O AND 6 REVEAL PER DETAIL "1' ON SHEET 5. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE C11 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT © PARKING AREA 8° THICK CONCRETE- SEE DETAIL '4' ON SHEETS C12 10.00 P.O.GPOINT OF VERTICAL CURVE FC FINISH CONCRETE ON CURVE FC FINISHED CONCRETE 10'09'21' INSTALL W31(CA) SIGN & TYPE 111 BARRICADE WITH 0104-3 MARKER AT UNIT 500.00' 78.18' P/L PROPERTY UNE R/W RIGHT-OF-WAY 7 BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. 75.37' 37.76' E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 488.00' REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 38.23' 81 F.O.C. FACE OF CURB C/G CURB AND GUTTER ® CONSTRUCT TYPICAL STREET CDRNER - SEE DETAIL "7 ON SHEET 5. 61 C17 P.A.EL PARKING AREA FLOW UNE 0 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 5. C18 10.00' OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD.. ST -13. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 10.00' 8.15' i) EXISTING SURVEY MONUMENT C20 SPECIFICATIONS ON C.O.B. STD. ST -6. 8.08' 4.27 461 21 P.R.C. STA. 17+75.32 C.L, 15.00 RL STA 17+7993 F.O.C. 348.14 22 FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. STA. 17+8246 C.L. 18.00 RL STA 17+87.89 F.O.C. 348.18 23 }II FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STA. 16+81,11.. F.O.C. 347.77 24 P.C.C. I -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 348.06 25 P.R.C. STA 17+60.91 C.L, 15.00 LT. STA 17+68.36 F.O.C. STANDARD OR APPROVED EQUAL (SEE DETAIL "6' ON SHEET 5) 360 358 356 354 352 350 348 346 344 CURVE TABLE # RADIUS LENGTH TANGENT DELTA C1 482.00' 22.10' 11.05' 23739" C2 10.00' 7.81' 4.12' 44'44'07" C3 10.00' &10' 4.29' 462522' C4 488.00' 36.75 18.38' 4181 C5 25.00' 36.60' 22.46' 83'52'38" 06 25.00 43.20 29.27 99'00'20° C7 10.00' 7.95' 4.20' 45'34'23" CB 1 518.00' 80.99' 1 40.58' 1 81 C9 512.00' 80.06' 40.11' 81 C10 51&00' 79.26' 39.71' 81 C11 10.00' 7.99' 4.22' 45'45'14' C12 10.00 1.77' 0.89' 10'09'21' C13 500.00' 78.18' 39.17 8'5732" C14 48200' 75.37' 37.76' 85732' C15 488.00' 78.30' 38.23' 81 C16 48200 58.85' 29.46' 61 C17 481 74.00' 37.07 84198" C18 10.00' 7.81' 4.12' 44'44b8' C19 10.00' 8.15' 4.31' 461 C20 10.00' 8.08' 4.27 461 LINE TABLE LINE # LENGTH BEARING LI 93.25 S56' 34' 51.49'W L2 100.00 NET 32' 23.00"E L3 63.91 N65' 32' 23.00'E L4 8.22 S56' 34' 51.49"W L5 101.47 N74' 29' 54.64"E FOC STATIONING TABLE - HEMMINGSFORD LANE REF. N0. DESCRIPTION CL STATION & OFFSET F.O.C. STATION T.C. ELEV. 0 UNIT BOUNDARY STA 12+55.56 C.L., 1&OO LT. STA 12+55.56 F.O.C. 34&82 0 B.C. STA 13+19.47 C.L, 18.00 LT. STA 13+19.47 F.O.C. 34&04 P.R.C. STA 13+42.40 GL, 1&00 LT. STA. 13+41.57 F.O.C. 347.76 ® P.R.C. .STA. 13+49.65 C.L. 15.05 LT. STA. 13+49.38 F.O.C. 347.61 SQ P.R.G STA 14+71.34 C.L. 15.00 LT. STA 14+71.53 F.O.C. 346.94 © E.C. SFA. 14+78.48 C.L, 18.00 LT. STA. 14+79.48 F.O.C. 347.03 ❑7 B.G. STA 14+99.11 GL, 18.00 LT. STA. 15+00.12 F.O.C. 347.10 �8 E.C. STA 15+77.29 C.L, 1&00 LT. STA. 15+81.11 F.O.C. 347.40 Q9 E.C. STA 12+93.33 C.L. MOO RT STA 12+94.96 F.O.C. 348.40 10 B. G. STA 13+19.47 C.L. 18.00 III STA. 13+21.10 F.O.C. 348.11 11 E.C. STA 13+97.65 C.L, 18.00 RL STA. 14+0209 F.O.C. 347.22 12 B.C. STA.14+15.90 C.L. 1&00 RL STA. 14+20.34 F.O.C. 346.99 13 P.R.C. STA. 14+23.04 C.L, 15.00 RL STA. 14+2829 F.O.C. 346.84 14 P.R.C. STA. 14+5232 C.L. 15.00 RL STA. 14+59.20 F.O.C. 346.85 15 EC. STA 14+59.46 C.L. 18.00 RL STA. 14+67.16 F.O.C. 346.88 16 B.C. STA 14+99.11 C.L. 1&CO RT STA 15+06.81 F.O.C. 347.06 17 EG STA. 15+77.29 C.L; 1&00 RT.. STA 15+82.17 F.O.C. 347.41 18 B.C. STA 16+77.29 C.L, 1800 RL STA 16+82.17 F.O.C. 347.86 19 P.R.C. STA 17+38.34 C.L, 1800 RT. STA 17+41.02 F.O.C. 34&14 20 P.R.C. STA 17+45.60 C.L, 15.05 RL STA. 17+4&83 E.O.C. 348.17 21 P.R.C. STA. 17+75.32 C.L, 15.00 RL STA 17+7993 F.O.C. 348.14 22 E.C. STA. 17+8246 C.L. 18.00 RL STA 17+87.89 F.O.C. 348.18 23 B.C. STA 16+77.29 C.L, 18.00 LT. STA. 16+81,11.. F.O.C. 347.77 24 P.C.C. STA 17+53.80 C.L. 1&00 LT. STA. 17+60.37 F.O.C. 348.06 25 P.R.C. STA 17+60.91 C.L, 15.00 LT. STA 17+68.36 F.O.C. 34&03 26 P.R.C. STA 17+90.19 C.L, 15.00 LT. STA. 17+99.26 FAC. 34&04 27 EC. STA. 17+97.33 GL, 18.00 LT. STA 18+07.22 F.O.C. 34&09 28 UNIT BOUNDARY STA 72+55.56 GL, 1815 RL STA. 12+54.32 F.O.C. 34&78 29 P.R.C. STA 12+56.90 C.L, 15.00 RL STA. 12+56.09 F.O.C. 34&74 30 P.R.C. STA 12+86.19 C.L, 15.00 RT. STA. 12+87.00 F.O.C. 348.42 34 B.V.C. STA 17+50.72 C.L, 1&00 LT. STA. 17+57.18 F.O.C. 34&09 35 E.V.C. STA 18+00.54 C.L. 1&00 LT. STA 18+10.43 F.O.C. 348.08 39 B.V.C. STA 14+0&12 GL, 18.00 RL STA 14+1256 F.O.C. 347.09 ® E.V.C. STA. 14+5&12 C.L, 17.91 RT. STA 14+65.81 F.O.C. 346.94 ® B.V.C. STA 17+35.18 C.L, 18.00 RL STA. 17+37.98 F.O.C. 348.12 ® EVC. STA 17+8568 C.L. MOO RL STA. 17+91.11 F.O.C. 34818 ® B.C.-MATCHUNE ST0. 18+5&94 GL, 18.00 LT STA. /8+66.82 F.O.C. 347.94 ® B.C.-MATCHUNE STA 18+56.94 C.L. 1&00 RT STA. 18+62.37 F.O.C. 1 348.00 342 19+00 LEGEND (CONT.): LEGEND (CONT.): FURNISH & INSTALL TRAFFIC SIGNS PER G0.& SID. T-19:0CURVE NUMBER FOR CURVE DESCRIPTION 'R7-1' - STOP 'S5-7 - END SCHOOL ZONE 'R6I - ONE WAY "W31(CA)" - END ® ITEM OF WORK - SEE SCHEDULE "R5-1" - DO NOT ENTER "WI4-1* - DEAD END 'R26(CA' - NO PARKING ANYTIME , iQ FACE OF CURB STATION - SEE TABLE R3- - RIGHT TURN ONLY WI -7' - DOUBLE ARROW "R4-7 - KEEP RICHT "WI -7 -DOUBLE ARROW 'RB1(CA)" - BIKE LANE °WI -6" - SINGLE ARROW SECTION DESIGNATION, "W3-3" - SIGNAL AHEAD 'W1-1" - CURVE ARROW O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION IETIER STORM DRAIN MANHOLE - �'---- ® REFER TO SEWER & STORM DRAIN PLANS 2 SHEET WHERE SECTION IS SHOWN CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 0.0.8. STD. D-14, UNLESS NOTED OTHERWISE. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE TRACT BOUNDARY s SEWER - REFER TO SEWER & STORM DRAIN PLANS UNIT BOUNDARY ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PARKING AREA -SEE CONSTRUCTION NOTE 6. LLJ w what's beim. Call before you dig. SCALE: 1" = 40' 40' 20' 0' 40' 80' 01 0 Ls: N Z W J_ W = H m 4 � w 360 358 356 354 352 350 348 346 344 342 18+50 f 360 14 ADDLESTON LANE (PRIVATE STREET) STA. 18+50.00 C.L. TO 23+32.10 C.L. SCALE: 1" = 40' HORIZONTAL 358 356 354 352 350 348 346 344 342 18+50 19+00 20+00 21+00 22+00 STA. 18+50.00 TO 23+32.10 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL MORVALE LANE SEE SHEET 4 \ 1�1\ v� \A\ 358 356 354 352 350 348 346 344 342 23+00 23+50 $ RADIUS LEGEND (CONT.) LEGEND (CONT.): CI ABBREVIATIONSFURNISH T.CURN 37.76' & INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-19: 0CURVE NUMBER FOR CURVE DESCRIPTION FL BOWLNE POVC POINT ON VERTICAL CURVE C3 'R7-1' - STOP 'S5 -Y -END SCHOOL ZONE 916-1' - ONE WAY 0.95' 4.20' CL CENTERLINE BVC VERT. WR 78.18' "W31(CA " - END "R5 -I' - W NOT ENTER ) ® j LL EI.EV N W END VERTICAL CURVE 85732" n Q FACE OF CURB STATION -SFE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION STA. 'R3 -5R - RIGHT TURN ONLY W1-7' - NO OUTLET STA. 20065.30 d p END CURB RETURN PRC POINT OF REVERSE CURVATURE 20+90.30, 12.00 RT. 'R4-7' - KEEP RIGHT ,WIY -DOUBLE ARROW 20+9.30 a BC <Q POINT OF COMPOUND CURVATURE 350.20 "R81(CA)" - BIKE LANE WI -6. - SINGLE ARROW SECTION DESIGNATION, EC END CURVE TC TOP OF CURB 10 "W3-3' - SIGNAL AHEAD 'WI -1' - CURVE ARROW E.C. STA. 19+35.12 C.L. 18.00 RT. PIVC POINT OF INTERSECTION TP OF VERTICAL CURVE FC TOP OF PAVEMENT FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STA. 20+28.51 C.L, 1&00 RT. SEc1mN LLUEB. A L----- -- P.O.C. POINT ON CURVE FC FINISHED CONCRETE STA. 20+35.65 C.L, 15.00 RL STORM DRAIN MANHOLE - 347.48 - < PROPERTY LINE R/W RIGHT-OF-WAY ® REFER TO SEWER & STORM DRAIN PLANS 14 2 E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 347.73 15 SHEET WHERE SECTION IS SHOWN F.O.C. FACE OF CURB C/G CURB AND GUTTER � CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5 OPENING PER B.C. STA. 22+92.24 C.L, 18.00 RT. P.A.F.L PARKING AREA BOW LINE 17 ��� C.O.B. STD. D-14. UNLESS NOTED OTHERWISE STA. 20+32.00 C.L, 12.00 LT. > Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PANS n wla, EKG STA. 20+6200 CJ_, 1200 LT. C.O.B. STD. D-14 'WITHOUT WINGS, UNLESS NOTED OTHERWISE. 347.74 TRACT BOUNDARY FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PANS 4.tx Lam UNIT BOUNDARY I+ -} FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PANS 22 , -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 347.86 23 LLJ &VC. STA. 20+40.30 GL, 12.00 RL STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 5) a 24 P.I.V.C. w STA. 20+65.30 E.O.C. LL 25 EVC. STA. 20+90.30 C.L, 12.00 RT. STA 20+90.30 F.O.C. m 26 9 8 jy�' M�-- STA. 20+40.30 C.L, 1232 RT. STA. 20+50.14 F.O.C. 347.43 27 P.I.V.C. STA: 20+65.30 C.L, 15.35 RT, STA. 20+76.13 F.O.C. a 28 EVC. STA. 20+90.30 C.L. 1&00 RT STA 21+01.79 F.O.C. 347.92 Q W + N(9 Oil " G 4-4 o Q rtf J Z j c R m N C)gz O J C-) U F Q +qU W y r� c 1 C -i .F1 NV n IO + O .- A PROXIMATE E 111111 M o.m _ ?nzN o 1 ti � - d � � APPROXIM lE EX. p2 ND - N I i - __0.25% PIy POSED NIX TH FLOWUN mN GATCF BASIN NO. 118-4E.6' I s-1.1Dx ! h S=-0.25% ' F DEPR3036' PR0705ED S00 BOWLINE ! � •N�JO. NE -1 358 356 354 352 350 348 346 344 342 18+50 19+00 20+00 21+00 22+00 STA. 18+50.00 TO 23+32.10 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL MORVALE LANE SEE SHEET 4 \ 1�1\ v� \A\ 358 356 354 352 350 348 346 344 342 23+00 23+50 19+00 20+00 21+00 22+00 STA. 18+50.00 TO 23+32.10 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: $ RADIUS LEGEND (CONT.) LEGEND (CONT.): CI ABBREVIATIONSFURNISH 75.37' 37.76' & INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-19: 0CURVE NUMBER FOR CURVE DESCRIPTION FL BOWLNE POVC POINT ON VERTICAL CURVE C3 'R7-1' - STOP 'S5 -Y -END SCHOOL ZONE 916-1' - ONE WAY 0.95' 4.20' CL CENTERLINE BVC VERT. WR 78.18' "W31(CA " - END "R5 -I' - W NOT ENTER ) ® ITEM OF WORK - SEE SCHEDULE EI.EV ELEVATION EVC END VERTICAL CURVE 85732" °R26(CA)' - NO PARKING ANYTIME W14-1° - DEAD END Q FACE OF CURB STATION -SFE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION STA. 'R3 -5R - RIGHT TURN ONLY W1-7' - NO OUTLET STA. 20065.30 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 20+90.30, 12.00 RT. 'R4-7' - KEEP RIGHT ,WIY -DOUBLE ARROW 20+9.30 a BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 350.20 "R81(CA)" - BIKE LANE WI -6. - SINGLE ARROW SECTION DESIGNATION, EC END CURVE TC TOP OF CURB 10 "W3-3' - SIGNAL AHEAD 'WI -1' - CURVE ARROW E.C. STA. 19+35.12 C.L. 18.00 RT. PIVC POINT OF INTERSECTION TP OF VERTICAL CURVE FC TOP OF PAVEMENT FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STA. 20+28.51 C.L, 1&00 RT. SEc1mN LLUEB. A L----- -- P.O.C. POINT ON CURVE FC FINISHED CONCRETE STA. 20+35.65 C.L, 15.00 RL STORM DRAIN MANHOLE - 347.48 - PAL PROPERTY LINE R/W RIGHT-OF-WAY ® REFER TO SEWER & STORM DRAIN PLANS 14 2 E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 347.73 15 SHEET WHERE SECTION IS SHOWN F.O.C. FACE OF CURB C/G CURB AND GUTTER � CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5 OPENING PER B.C. STA. 22+92.24 C.L, 18.00 RT. P.A.F.L PARKING AREA BOW LINE 17 C.O.B. STD. D-14. UNLESS NOTED OTHERWISE STA. 20+32.00 C.L, 12.00 LT. STA 20+3200 F.O.C. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PANS n wla, EKG STA. 20+6200 CJ_, 1200 LT. C.O.B. STD. D-14 'WITHOUT WINGS, UNLESS NOTED OTHERWISE. 347.74 TRACT BOUNDARY FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PANS 4.tx Lam UNIT BOUNDARY I+ -} FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PANS 22 PARKING AREA -SEE CONSTRUCTION NOTE 6. -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 347.86 23 LLJ &VC. STA. 20+40.30 GL, 12.00 RL STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 5) 347.41 24 P.I.V.C. STA. 20+65.30 C.L, 1200 RT. STA. 20+65.30 E.O.C. 347.54 25 EVC. STA. 20+90.30 C.L, 12.00 RT. STA 20+90.30 F.O.C. 347.80 26 B.V.C. STA. 20+40.30 C.L, 1232 RT. STA. 20+50.14 F.O.C. 347.43 27 P.I.V.C. STA: 20+65.30 C.L, 15.35 RT, STA. 20+76.13 F.O.C. 347.66 28 EVC. STA. 20+90.30 C.L. 1&00 RT STA 21+01.79 F.O.C. 347.92 Q + Il " Z UJ O 4-4 o Z J Z j c C)gz O J C-) U F Q +qU W y r� c 1 C -i .F1 NV n IO + O .- 1 E 111111 M o.m ?nzN o 1 d � � APPROXIM lE EX. p2 ND - i - mN I s-1.1Dx S=-0.25% ' PR0705ED S00 BOWLINE ! � •N�JO. -1 F.11 ELEV .89- m lORMAL EPRESSEDIF.L ELEV. 46.72' --ELEV. --- 342.39 INV. 18 NW z 19+00 20+00 21+00 22+00 STA. 18+50.00 TO 23+32.10 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL LEGEND: $ RADIUS LEGEND (CONT.) LEGEND (CONT.): CI ABBREVIATIONSFURNISH 75.37' 37.76' & INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-19: 0CURVE NUMBER FOR CURVE DESCRIPTION FL BOWLNE POVC POINT ON VERTICAL CURVE C3 'R7-1' - STOP 'S5 -Y -END SCHOOL ZONE 916-1' - ONE WAY 0.95' 4.20' CL CENTERLINE BVC BEGIN VERTICAL CURVE 78.18' "W31(CA " - END "R5 -I' - W NOT ENTER ) ® ITEM OF WORK - SEE SCHEDULE EI.EV ELEVATION EVC END VERTICAL CURVE 85732" °R26(CA)' - NO PARKING ANYTIME W14-1° - DEAD END Q FACE OF CURB STATION -SFE TABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION STA. 'R3 -5R - RIGHT TURN ONLY W1-7' - NO OUTLET STA. 20065.30 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 20+90.30, 12.00 RT. 'R4-7' - KEEP RIGHT ,WIY -DOUBLE ARROW 20+9.30 a BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 350.20 "R81(CA)" - BIKE LANE WI -6. - SINGLE ARROW SECTION DESIGNATION, EC END CURVE TC TOP OF CURB 10 "W3-3' - SIGNAL AHEAD 'WI -1' - CURVE ARROW E.C. STA. 19+35.12 C.L. 18.00 RT. PIVC POINT OF INTERSECTION TP OF VERTICAL CURVE FC TOP OF PAVEMENT FINISH CONCRETE o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STA. 20+28.51 C.L, 1&00 RT. SEc1mN LLUEB. A L----- -- P.O.C. POINT ON CURVE FC FINISHED CONCRETE STA. 20+35.65 C.L, 15.00 RL STORM DRAIN MANHOLE - 347.48 - PAL PROPERTY LINE R/W RIGHT-OF-WAY ® REFER TO SEWER & STORM DRAIN PLANS 14 2 E.P. EDGE OF PAVEMENT A.P. ANGLE POINT 347.73 15 SHEET WHERE SECTION IS SHOWN F.O.C. FACE OF CURB C/G CURB AND GUTTER � CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5 OPENING PER B.C. STA. 22+92.24 C.L, 18.00 RT. P.A.F.L PARKING AREA BOW LINE 17 C.O.B. STD. D-14. UNLESS NOTED OTHERWISE STA. 20+32.00 C.L, 12.00 LT. STA 20+3200 F.O.C. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PANS n EXISTING SURVEY MONUMENT EKG STA. 20+6200 CJ_, 1200 LT. C.O.B. STD. D-14 'WITHOUT WINGS, UNLESS NOTED OTHERWISE. 347.74 TRACT BOUNDARY FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PANS 4.tx Lam UNIT BOUNDARY I+ -} FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PANS 22 PARKING AREA -SEE CONSTRUCTION NOTE 6. -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 347.86 23 LLJ &VC. STA. 20+40.30 GL, 12.00 RL STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 5) 347.41 24 P.I.V.C. 360 358 356 354 352 350 348 346 344 342 23+00 23+50 CONSTRUCTION NOTES: 1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSDTARD PLAN R.S.P.CT HANDICAP RAB AAMP PCASE A ORNF - DETAREVISED ON SHEET 5. OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL '1" ON SHEET 5. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL '4' ON SHEET & OINSTALL W31(CA) SIGN & TYPE III BARRICADE WITH CM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT PHASE ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '2" ON SHEET 5. 0 CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL 3' ON SHEET 5. ip CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON C.O.B. STD. ST -6. CURVE TABLE $ RADIUS LENGTH TANGENT DELTA CI 48200 75.37' 37.76' 857'32' C2 488.00' 76.30 38.23' 857'32" I C3 10.W 0.95' 4.20' 453423° ' C4 500.00' 78.18' 39.17' 8'5T3Y C5 512.00 80.06' 40.11' 85732" C6 518.00' 80.99' 40.58' 8'57'32' FOC STATIONING TABLE - HEMMINGSFORD LANE VERTICAL CURVE TABLE CL STATION & OFFSET F.O.C. STATION REF. NO. DESCRIPTION CL STATION & OFFSET F.L. STATION 1 B.V.C. STA. 20+32.00, 12.00 LT. STA. 20+3200 1 PAN.C. STA. 20+57.00, 1200 LT. STA. 20+57.00 1 EVC. STA. 20+82.00, 1200 LT. STA. 20+8200 y B.V.C. STA. 20+40.30, 12.00 RT. STA. 20+4030 � 'a P.I.V.a STA. 20+65.30, 12.00 RT. STA. 20065.30 EVC. STA. 20+90.30, 12.00 RT. STA. 20+9.30 FOC STATIONING TABLE - HEMMINGSFORD LANE REF. NO. DESCRIPTION CL STATION & OFFSET F.O.C. STATION T.C. ELEV. 1❑ B.C. STA. 18+56.94 C.L. 18.00 LT. STA. 18+66.82 F.O.C. 347.94 2Q E.C. STA. 19+35.12 C.L. 18.00 LT. STA. 19+4219 F.O.C. 347.75 Q Uw B.C. STA. 20+19.91 C.L, 18.00 LT. STA. 20+26.98 F.O.C. 347.53 ® P.R.C. STA. 20+27.06 C.L. 15.00 LT. STA. 20+34.94 F.O.C, 347.46 �5 y P.R.C. STA. 20+56.34 C.L. 15.00 LT. STA 20+65.84 F.O.C. 347.56 © � 'a EC. STA. 20+63.48 C.L, 1&00 LT. STA, 20+73.80 EO.C. 347.68 Q UNIT BOUNDARY STA.. 21+01.83 C.L, I&DO LT. STA. 21+12.15 F.O.C. 348.04 © a B.C. STA. 23+32.11 C.L, 18.00 LT. STA. 23+42.42 F.O.C. 350.20 Q9 o B.C. STA 18+56.94 C.L, 18.00 RT. STA. 18+62.37 F.O.C. 348.00 10 E.C. STA. 19+35.12 C.L. 18.00 RT. STA 19+43.37 F.O.C. 347.80 11 N LJ LJ B.C. STA. 20+28.51 C.L, 1&00 RT. STA. 20+36.76 F.O.C. 347.56 12 DO P.R.C. STA. 20+35.65 C.L, 15.00 RL STA, 20+44.71 F.O.C. 347.48 13 n P.R.C. STA. 20+64.94 C.L, 15.00 RT. STA, 20+75.62 F.O.C. 347.60 14 J EC. STA. 20+7208 C.L, 18.00 RL STA. 20+83.57 F.O.C. 347.73 15 UNIT BOUNDARY STA. 21+01.83 C.L, 1&00 RT. STA. 21+13.32 F.O.0 346.03 16 B.C. STA. 22+92.24 C.L, 18.00 RT. STA 23+03.74 F.O.C. 349.98 17 B.V.C. STA. 20+32.00 C.L, 12.00 LT. STA 20+3200 F.O.C. 347.38 18 P.I.V.C. STA. 20+57.00 CL, 1200 LT. STA. 20+57.00 F.O.C. 347.50 19 EKG STA. 20+6200 CJ_, 1200 LT. STA. 20+8200 F.O.C. 347.74 20 B.V.C. STA. 20+3200 C.L, 12.24 LT. STA, 20+40.67 F.O.C. 347.40 21 P.I.VC. STA, 20+57.00 C.L. 15.62 LT. STA. 20+66.75 F.O.C. 347.63 22 E.V.C. STA 20+82.00 C.L, 18.00 LT. STA. 20+9232 F.O.C. 347.86 23 &VC. STA. 20+40.30 GL, 12.00 RL STA: 20+40.30 F.O.C. 347.41 24 P.I.V.C. STA. 20+65.30 C.L, 1200 RT. STA. 20+65.30 E.O.C. 347.54 25 EVC. STA. 20+90.30 C.L, 12.00 RT. STA 20+90.30 F.O.C. 347.80 26 B.V.C. STA. 20+40.30 C.L, 1232 RT. STA. 20+50.14 F.O.C. 347.43 27 P.I.V.C. STA: 20+65.30 C.L, 15.35 RT, STA. 20+76.13 F.O.C. 347.66 28 EVC. STA. 20+90.30 C.L. 1&00 RT STA 21+01.79 F.O.C. 347.92 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' PATH 3.5' OPENINGS PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. SCALE: 1 = 40' 40' 20' O' 40' 80' 16 Know whars below. Call before you dig. [ --13 00 (' h 0 1--1 CITY RECORDS NO: A Y u 1l; fA o v + a N O Uw Z� y S V � 'a 0 a 0 0¢ a m a O z m v a a o a � o w � p N LJ LJ m DO DO n T J �s7 m 0 w 0 v Z Q + Il " Z UJ O 4-4 o Z J Z c C)gz O J C-) U F Q LU W y r� c C -i c 'a E 111111 M 0) o 360 358 356 354 352 350 348- 346 344 16+00 BOON W A Y MUKVHLt LHNt I SEE RIGHT 1 (PRIVATE STREET) STA. 17+20.79 C.L. TO 18+97.19 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 344 16+00 17+00 18+00 19+00 STA. 17+20.79 TO 18+97.19 SCALE: 1 = 40' HORIZONTAL 1 4' VERTICAL Al I RADIUS LENGTH TANGENT DELTA C1 37.00' 47.34' 27.54' 7318'49' C2 1 117.68' 244.97' 160'32'34' i J 7.95' 4.20' 45.3423° C4 25.00' z '7'R n C5 - 15.00 7.50' 1.45'40' C6 10.00' &10' 4.29' 4825'22* C7 10.00' 7.81 W p C8 482.00' N 89.81' 21.06'32' C9 37.00' 62.70 41.89' 97'05'59° J W mW 7.55' 19'55'11° C11 37.00' 12.86' 6.50' 1935'11° C12 80.00' 194.59' 216.06' 13921'52' C13 74.00' 180.00' 199.86' 1392152° C14 43.00' 13.32' 6.71 17'44'53" C15 37.00' 11.46' I dm 17'44'53° n ! 208.18' 105.51' 23.01'36' C17 51200 205.77' 104.29' EX GR ND 500,00' o� + C9 488.00' 194.22'47'42*C20 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I , 43.00' 72.97'0559" ®G.L SHEET WERE SECTION IS SHORRN C21 55.00' -- 97'0559' ]• 'Y C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O9 �o K ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER �' a SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. --- _ --- - L 'W EX ®NDsg m + C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. a ! o Q m'l SEWER - REFER TO SEWER. & STORM DRAIN PLANS 7'r, nx UNIT BOUNDARY 4 • i+ m PARKING AREA - SEE CONSTRUCTION NOTE 6.. Q.. what°s 20' O' 40' 80' iiiim Call before you dig, � d EK ADE GRADE mm - ____ -I ___- 6N_. om PROP lam Fl. am j - EK spuTx am I I PR POSED WEST FL i - i I ! S=0.26% i S�1 2% Z - PR0POSM EAST FL =-0.26z I -PROP)SED, - I NORTH I I - ES. NOR FL ! I 360 358 356 354 352 350 348 346 344 16+00 17+00 18+00 19+00 STA. 17+20.79 TO 18+97.19 SCALE: 1 = 40' HORIZONTAL 1 4' VERTICAL Al 17+00 18+00 STA. 17+20.79 TO 18+97.19 SCALE: 1" = 40' HORIZONTAL LEGEND: 1" = 4' VERTICAL ABBREVIATIONS FL FLOXINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BW BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW LINE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. EMSTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STI). T-1. I FURNISH & INSTALL METRO STREET SIGN PER C.0.11 STM. T -i. -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6° ON SHEET 5) 19+00 360 358 356 354 352 350 KI? 346 344 19+50 360 358 356 354 352 350 348 346 344 20+00 CURVE TABLE I RADIUS LENGTH TANGENT DELTA C1 37.00' 47.34' 27.54' 7318'49' C2 1 117.68' 244.97' 160'32'34' i 10.00' 7.95' 4.20' 45.3423° C4 25.00' z '7'R n C5 I 15.00 7.50' 1.45'40' C6 10.00' &10' 4.29' 4825'22* C7 10.00' 7.81 W 44.407" C8 482.00' 177.58' 89.81' 21.06'32' C9 37.00' 62.70 41.89' 97'05'59° J W mW 7.55' 19'55'11° C11 37.00' 12.86' 6.50' 1935'11° C12 80.00' 194.59' 216.06' 13921'52' C13 74.00' 180.00' 199.86' 1392152° C14 43.00' 13.32' 6.71 17'44'53" C15 37.00' 11.46' I dm 17'44'53° n ! 208.18' 105.51' 23.01'36' C17 51200 205.77' 104.29' EX GR ND 500,00' o� + C9 488.00' 194.22'47'42*C20 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I , 43.00' 72.97'0559" ®G.L SHEET WERE SECTION IS SHORRN C21 55.00' 93. 97'0559' CONSTRUCT TYPE 'A" CATCH BASIN WITH OPENING PER 'Y C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O9 �o K ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER �' a SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. --- _ --- - L 'W EX ®NDsg m + C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. a ! o Q m'l SEWER - REFER TO SEWER. & STORM DRAIN PLANS 7'r, nx UNIT BOUNDARY SCALE: 1" = 40' Know below. • i+ PARKING AREA - SEE CONSTRUCTION NOTE 6.. what°s 20' O' 40' 80' iiiim Call before you dig, � d ----- 6N_. PROP SED SOUTH Fl. am j - EK spuTx am I I 17+00 18+00 STA. 17+20.79 TO 18+97.19 SCALE: 1" = 40' HORIZONTAL LEGEND: 1" = 4' VERTICAL ABBREVIATIONS FL FLOXINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BW BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE POC PONT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW LINE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. EMSTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STI). T-1. I FURNISH & INSTALL METRO STREET SIGN PER C.0.11 STM. T -i. -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6° ON SHEET 5) 19+00 360 358 356 354 352 350 KI? 346 344 19+50 360 358 356 354 352 350 348 346 344 20+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 47.34' 27.54' 7318'49' C2 42.00' 117.68' 244.97' 160'32'34' C3 10.00' 7.95' 4.20' 45.3423° C4 25.00' 25.46' 13.96' 58.20'34° C5 488.00' 15.00 7.50' 1.45'40' C6 10.00' &10' 4.29' 4825'22* C7 10.00' 7.81 4.12' 44.407" C8 482.00' 177.58' 89.81' 21.06'32' C9 37.00' 62.70 41.89' 97'05'59° CIO 43.00 14.95' 7.55' 19'55'11° C11 37.00' 12.86' 6.50' 1935'11° C12 80.00' 194.59' 216.06' 13921'52' C13 74.00' 180.00' 199.86' 1392152° C14 43.00' 13.32' 6.71 17'44'53" C15 37.00' 11.46' 5.78' 17'44'53° C16 51&00' 208.18' 105.51' 23.01'36' C17 51200 205.77' 104.29' 23'01'36" Cie 500,00' 235.t1l 26.57-22° C9 488.00' 194.22'47'42*C20 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I , 43.00' 72.97'0559" ®G.L SHEET WERE SECTION IS SHORRN C21 55.00' 93. 97'0559' LINE TABLE LINE BEARING DISTANCE Li N 2833'06° W 21.91' L2 N 34'54'31° E 21.91' L3 N 2555'10' E 10.24' FOC TABLE III DESC. CL STA & OFFSET FOC STA. T.C. ELEV. 1 UNIT BOUNDARY 17+20.79, 1&00 LT. 17+20.79 349.55 2 B.C. 17+84.53, 1&00 LT. 17+84.53 350.23 3 E.C. 19+D&70, 15.06 LT. 19+70.20 351.17 4 UNIT BOUNDARY 17+20.79, 18.00 RT. 17+20.79 349.58 5 B.C. 18+47.77, 18.00 RT. 18+47.78 351.GD 6 P.R.C. 18+54.91. 15.00 RT. 18+55.73 351.02 7 B.C. 9+28.89, 18,00 RT. 0+00.00 349.98 8 PR.C./P.LVC. 9+41.49, 20.21 RT. 10+00.00 350.13 9 P.R.C. 10+91.23, 19.88 RL 11+94.59 350.60 10 P.R.C. 11+02.08, 18.00 RT. 12+06.05 350.63 11 P.R.C. 13+03.02, 18.00 RL 14+14.13 351.17 12 B.C. 9+68.75, 1&00 LT. 10+OD.00 350.20 13 P.C.C. 10+61.96, 1800 LT. 10+62.70 350.56 14 P.R.C. 12+46.17, 18.00 LT. 12+40.28 351.03 15 P.R.C. 12+53. 43, 15.05 LT. 12+48.09 350.99 16 B.V.C. 9+18.84, 18.00 RT. 0+00.00 349.87 17 E.V.C. 9+67.96, 25.00 RT. 10+27.03 350.29 360 358 356 354 352 350 348 346 10+00 ADDLESTON LANE BOON WAY SEE SHEET 3 SEE LEFT 360 358 356 354 352 350 348 346 9+50 MUH V ALt LANt (PRIVATE STREET) STA. 9+28.89 C.L. TO 13+55.99 C.L. SCALE: 1" = 40' HORIZONTAL 10+00 11+00 12+00 STA. 9+28.89 C.L. TO 13+55.99 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 13+00 i CONSTRUCTION I I I I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:CLOSES: : i 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.C085ID ST -1 J LL � ''R1 -Y - STOP "55-2' - END SCHOOL ZONE I 'RB -1° - ONE WAY 'R5-1' W14-1 ° -END O VERT. cum < CLANS AND DETAILS. - 00 NOT ENTER 'R2B(CA " - NO PARKING ANYTIME - DEAD ENDTLE 1 cb 3 �o INSTALL STREET SON PER C.O.B. STANDARD DETAIL 1 - ®STANDARD CONSTRUCT HANDICAP RAMP PER CALTRA REVISED 2010 REVISED .45'ASTREETS OVER 0.45' AGGREGATE BASE OVER OSIT COMPACTED O.G. TO O R .56 'R4-7* - KEEP RIGHT 'wl-Y - DOUBLE ARROW F PLAN RS.P. A88A-CASE A OR F -DETAIL °5' ON SHEET 5. S BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "A' yy I� p DESIGNARpN: ®CONSTRUCT y 3. ALL CATCH BASINS TO BE TYPE NTH 3.5' OPENINGS "W3-3" - SIGNAL AHEAD "WI -l' -CURVE ARROW AND 6" REVEAL PER DETAIL "I" ON SHEET 5. PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE -- o STORM DRAIN - REFER TO SETTER & STORM DRAIN PLANS J d PARKING AREA 6° THICK CONCRETE- SEE DETAIL '47. ON SHEET 5. --_-- _ A OO INSTALL W31(CA) SIO4 &TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED THE SAME TIME. IX. AMUND m I,LL AT J REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I , ®G.L SHEET WERE SECTION IS SHORRN ® Id CONSTRUCT TYPE 'A" CATCH BASIN WITH OPENING PER 'Y C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O9 �o LLgO ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER �' a SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. --- CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK --- - L 'W EX ®NDsg m + C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. a ! o Q m'l SEWER - REFER TO SEWER. & STORM DRAIN PLANS 7'r, nx UNIT BOUNDARY SCALE: 1" = 40' Know below. • i+ PARKING AREA - SEE CONSTRUCTION NOTE 6.. what°s 20' O' 40' 80' iiiim Call before you dig, � d ----- 6N_. m am j i 3--0.26% am PR POSED WEST FL i - i I ! S=0.26% i 10+00 11+00 12+00 STA. 9+28.89 C.L. TO 13+55.99 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 13+00 11+00 12+00 13+00 14+00 STA. 9+28.89 C.L. TO 13+55.99 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 - 346 15+00 LEGEND (CONT.): LEGEND (CONT.) CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:CLOSES: 1O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.C085ID ST -1 ''R1 -Y - STOP "55-2' - END SCHOOL ZONE 1 SEE SEWER AND STORM DRAIN PLANS FOR STORM BRAIN 'RB -1° - ONE WAY 'R5-1' W14-1 ° -END O VERT. cum CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 CLANS AND DETAILS. - 00 NOT ENTER 'R2B(CA " - NO PARKING ANYTIME - DEAD ENDTLE 1 FACE OF CURB STATION. -SEE TABLE 3 �o INSTALL STREET SON PER C.O.B. STANDARD DETAIL 1 - ®STANDARD CONSTRUCT HANDICAP RAMP PER CALTRA REVISED 2010 REVISED .45'ASTREETS OVER 0.45' AGGREGATE BASE OVER OSIT COMPACTED O.G. TO O R .56 'R4-7* - KEEP RIGHT 'wl-Y - DOUBLE ARROW F PLAN RS.P. A88A-CASE A OR F -DETAIL °5' ON SHEET 5. S BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "A' yy I� p DESIGNARpN: ®CONSTRUCT y 3. ALL CATCH BASINS TO BE TYPE NTH 3.5' OPENINGS "W3-3" - SIGNAL AHEAD "WI -l' -CURVE ARROW AND 6" REVEAL PER DETAIL "I" ON SHEET 5. PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE -- o STORM DRAIN - REFER TO SETTER & STORM DRAIN PLANS MOTION IE1M? © PARKING AREA 6° THICK CONCRETE- SEE DETAIL '47. ON SHEET 5. --_-- _ A OO INSTALL W31(CA) SIO4 &TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED THE SAME TIME. 0 i m AT REFER TO SEWER & STORM DRAIN PLANS REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. , SHEET WERE SECTION IS SHORRN ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 5. CONSTRUCT TYPE 'A" CATCH BASIN WITH OPENING PER 'Y C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O9 CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL ON SHEET 5. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. I CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK --- - L 'W EX ®NDsg SPECIFICATIONS ON C.O.B. STD. ST -6. C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. a �- o o� SEWER - REFER TO SEWER. & STORM DRAIN PLANS 7'r, nx UNIT BOUNDARY SCALE: 1" = 40' Know below. • i+ PARKING AREA - SEE CONSTRUCTION NOTE 6.. what°s 20' O' 40' 80' iiiim Call before you dig, � d 6N_. am - S=0.26% S�1 2% - PR0POSM EAST FL I I 11+00 12+00 13+00 14+00 STA. 9+28.89 C.L. TO 13+55.99 C.L. SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 - 346 15+00 LEGEND (CONT.): LEGEND (CONT.) CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:CLOSES: 1O CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.C085ID ST -1 ''R1 -Y - STOP "55-2' - END SCHOOL ZONE 1 SEE SEWER AND STORM DRAIN PLANS FOR STORM BRAIN 'RB -1° - ONE WAY 'R5-1' W14-1 ° -END O ITEM OF WOK - SEE SCHEDULE CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 CLANS AND DETAILS. - 00 NOT ENTER 'R2B(CA " - NO PARKING ANYTIME - DEAD ENDTLE 1 FACE OF CURB STATION. -SEE TABLE 3 �o INSTALL STREET SON PER C.O.B. STANDARD DETAIL 2 LOCAL - PAVEMENT TYPE 'B' A.C. °WH1-1 1 WI4-2* - NO OUTLET °R3 -S2 -RIGHT TURN ONLY ®STANDARD CONSTRUCT HANDICAP RAMP PER CALTRA REVISED 2010 REVISED .45'ASTREETS OVER 0.45' AGGREGATE BASE OVER OSIT COMPACTED O.G. TO O R .56 'R4-7* - KEEP RIGHT 'wl-Y - DOUBLE ARROW F PLAN RS.P. A88A-CASE A OR F -DETAIL °5' ON SHEET 5. S BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "A' °R3_3C ' -BIKE LANE °Wi-6' - SINGLE ARROW SECTION DESIGNARpN: ®CONSTRUCT B' CONCRETE CURB Wi1N 12° TOTAL CURB HEIGHT 3. ALL CATCH BASINS TO BE TYPE NTH 3.5' OPENINGS "W3-3" - SIGNAL AHEAD "WI -l' -CURVE ARROW AND 6" REVEAL PER DETAIL "I" ON SHEET 5. PER C.O.B. SID. D-14, UNLESS NOTED OTHERWISE -- o STORM DRAIN - REFER TO SETTER & STORM DRAIN PLANS MOTION IE1M? © PARKING AREA 6° THICK CONCRETE- SEE DETAIL '47. ON SHEET 5. --_-- _ A OO INSTALL W31(CA) SIO4 &TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED THE SAME TIME. 0 STORM DRAIN MANHOLE - 2 AT REFER TO SEWER & STORM DRAIN PLANS REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. , SHEET WERE SECTION IS SHORRN ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2' ON SHEET 5. CONSTRUCT TYPE 'A" CATCH BASIN WITH OPENING PER 'Y C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O9 CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL ON SHEET 5. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1p CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON C.O.B. STD. ST -6. C.O.B. STD. D-14 WITHOUT WINGS. UNLESS NOTED OTHERWISE. TRACT BOUNDARY s SEWER - REFER TO SEWER. & STORM DRAIN PLANS 7'r, nx UNIT BOUNDARY SCALE: 1" = 40' Know below. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS.40' PARKING AREA - SEE CONSTRUCTION NOTE 6.. what°s 20' O' 40' 80' iiiim Call before you dig, Q U,\IJ T B (NOT A PART) Aj fHff H-06 26 UNIT 7 - 25 24 23 LEGEND: - DESCRIPTION m ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE -------- CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERnCAI_ CURVE BCR BEGIN CURB RETURN PI POINT OF INTEIMCTION 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 PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L PARKING AREA FLOW UNE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (&� EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER CO.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER COS. STD. T-1. -0_ FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL '6" ON SHEET 4) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19:' "R1 -I' - STOP 'S5-2' END SCHOOL ZONE 'R6-1' -ONE WAY-MI(CA)' - "R5-1° - DO NOT ENTER •WI4-1' - DEAD END °R26(CA)" - NO PARKING ANYTIME 'WI4-2' - NO CURET "R3 -5R - RIGHT TURN ONLY .W14-2- DOUBLE OU ARROW "R81(C ' KEEP RIGHT 'W1_6" - SINGLE ARROW 'R81(CA)' - BIKE LANE 'W3-3' -SIGNAL AHEAD "WI -1° -CURVE ARROW D 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 N07ED OTHERWISE s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. • �t� TRACT BOUNDARY -'="x'-: `> ~•T's UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. LLJ O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE it FACE OF CURB STATION - SEE TABLE SECTION DESIGNATION: SECRON IETIER SN!NOT SECRON IS SHOWN 2 1SE SEWER AND. STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8' 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 OTHERNSE. CONSTRUCTION NOTES: 1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STU 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 & ®CONSTRUCT 6' CONCRETE CURB WITH 12* TOTAL CURB HBGHT AND 6' REVEAL PER DETAIL "I" ON SHEET 5. © PARKING AREA 6' THICK CONCRETE- SEE DETAIL "4° ON SHEET 5. QINSTALL W31(CA) SIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY aF 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 "Y ON SHEET 5. OSI CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 5. 10 CONSTRUCT 6 NIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 9 SPECIFICATIONS ON CO.B. SID. ST -6. 22 360 358 356 354 352 350 348 346 2. 344 10+00 ADDLESTON LANE NOT A PART ft���f yy j �i-H-■-�'�"�{ H��-�■ ��-�i'H� EXPANSION JORIT 1 AT SIDEWALKS. �UNTCONCRETE WALK, 4 1 Wim OccuRs (NOTIA PART) -j tim u- II. I I FINISH GRADE CONI SEE NOTE N CLASS 'B" CONCRETE (5 SACK) a ou:ww m 'Jo q ¢ am w EXPANSION JOINTS EA. 30' u� mmm - WEAKENED PLANE JTS EA 15' 2 Fd, a J `� I I POUR ON COMPACTED SUBGRADE O_ ,.I UI,LL Q OO qm � 000 y 6mM I I F^+1 �UV (341N 2D W NNN �j+i' ++ - TAIL IS r6 00 ----- --- -- m �+9 LS LOT 2 P/L 2 =NN 6" CONCRETE CURB dos I WDM . L I - cJi i -n rn :3 I \ Ct 6 5 N. T. S. _.-M...,.-5-- ,A-IJigY -- DELAMERE STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO 11+32.66 C.L. SCALE: 1" = 40' HORIZONTAL - DESCRIPTION m LL d• TOC ElEV. T.P. ELEV. ❑1 7 1 STA 10+65.47, 15.00 RT. 2 uJ. A 4 Ul M LS LOT .1 E. C, tga d rc rc Ph(. W' - f STA 11+34.29 F.O.C. E o I ■ all° IM �I 346.18 Tn umH �a STA 10+61.47, 18.00 LT. I .. W m i STA. 11+32.66, 1800 LT. STA. 11+34.28 F.O.C. MM Z U 1 S. IF LOCATED ON A CURVE, THE SIDES OF THE �.JO 6 -IJ TO GRADE BY THE OWNER PRIOR T0, OR IN t I MM CONJUNCTIONNTH, CURB RAMP CONSTRUCTION. v I MMM I Uli w WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH 'la SIDEWALK SLOPE ADJACENT TO w MMM imm w O}} I1 00- OOOJw MM}+wW (J II�+N N+ aMM ■ z+ 8 O'O l U4gj;5 Ed l=aYiwi plj o m!� i=W wjV II KY�1 CId64 1 U Nt~/120 4U NNN JNN - ------ N M m LL M ? =W w i 1 v Ej GROUND 0EN TERUNE i I = 4� 2�n < i3 w ? APPR©%IMATE EXISTING 4 8 Z Q •� HEMMINGSFORD LANE S A p .6 i - Z W X4-••4 ®® W $EE SHEET 2 cr DELAMERE STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO 11+32.66 C.L. SCALE: 1" = 40' HORIZONTAL 360 358 356 354 352 350 348 346 11+00 12+00 STA. 10+00.00 TO 11+32.66 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 344 13+00 REF. NO. DESCRIPTION m LL d• TOC ElEV. T.P. ELEV. ❑1 I � STA 10+65.47, 15.00 RT. STA 10+66.28 F.O.C. 346.69 346.19 a E. C, EDI STA 10+74.24 F.O.G 346.79 346.29 El B.C. STA 11+32.66, 18.00 RE STA 11+34.29 F.O.C. 347.08 I I M all° IM �I 346.18 Tn umH ac STA 10+61.47, 18.00 LT. STA 10+63.10 F.O.C. .. I © i STA. 11+32.66, 1800 LT. STA. 11+34.28 F.O.C. 347.04 346.54 iF S. 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 T0, OR IN WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTIONNTH, CURB RAMP CONSTRUCTION. v I z tl w> w WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH 'la SIDEWALK SLOPE ADJACENT TO >z TOP OF n>w 12 w w RAMP) p �52. I z+ } Ed N^. m[ILLLL� plj o m i=W M xxU + F wY c + - ------ N M m LL M ? =W w x V v Ej GROUND 0EN TERUNE = 4� 2�n < i3 w ? APPR©%IMATE EXISTING Z Q •� d S A p .6 i - Z W X4-••4 ®® W cr M -wI CL) 12 W CC W O $off V BUJ - --- -� --mow N JIM w M.t3 CID CCS I EDN '. 'S I II -- 111 = III to 0) e I�`1m m I Asn w o I I Iowa i I 4 m � -._- - zu+ -_ 1 I iE' EMSTING X18 S=j-0.27% PROPOSED WEST FLOi LINE - WEST FLOWUN 360 358 356 354 352 350 348 346 11+00 12+00 STA. 10+00.00 TO 11+32.66 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 360 358 356 354 352 350 348 346 344 13+00 344 10+00 11+00 12+00 STA. 10+00.00 TO 11+32.66 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL F.O.C. STATIONING TABLE - DELAMERE STREET REF. NO. DESCRIPTION m LL d• TOC ElEV. T.P. ELEV. ❑1 I � STA 10+65.47, 15.00 RT. STA 10+66.28 F.O.C. 346.69 346.19 a E. C, EDI STA 10+74.24 F.O.G 346.79 346.29 El B.C. STA 11+32.66, 18.00 RE STA 11+34.29 F.O.C. 347.08 I 4 P.R.C. STA 10+54.33, 15,00 LT. STA 10+55.14 F.O.C. �I 346.18 Tn umH ac STA 10+61.47, 18.00 LT. STA 10+63.10 F.O.C. .. I © i STA. 11+32.66, 1800 LT. STA. 11+34.28 F.O.C. 347.04 346.54 OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF S. 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 T0, OR IN WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTIONNTH, CURB RAMP CONSTRUCTION. v 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTIUTY COVERS FROM A MAXIMUM OF 9% AT CURS TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO >z TOP OF n>w 12 w w RAMP) n � I } Ed m N 0 - ------ N M m LL M ? =W w x V v Ej = 2�n < i3 w ? APPR©%IMATE EXISTING Z Q •� d S A p .6 i - Z W X4-••4 ®® W cr i -wI CL) 12 W CC W O $off V BUJ ul LLJ W N JIM w M.t3 CID CCS 20 EDN '. 'S I II -- 111 = III to 0) e w I I 4 m zu+ I iE' ^dam oF! N T -0.27% IX CW^pCpT j OPOSFJ) FlOWUI.E_. _..__._) 344 10+00 11+00 12+00 STA. 10+00.00 TO 11+32.66 SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL F.O.C. STATIONING TABLE - DELAMERE STREET REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ElEV. T.P. ELEV. ❑1 P.R.C. STA 10+65.47, 15.00 RT. STA 10+66.28 F.O.C. 346.69 346.19 a E. C, STA, 10+7261. 18.00 RL STA 10+74.24 F.O.G 346.79 346.29 El B.C. STA 11+32.66, 18.00 RE STA 11+34.29 F.O.C. 347.08 346.58 4 P.R.C. STA 10+54.33, 15,00 LT. STA 10+55.14 F.O.C. 346.68 346.18 SPECIFICATIONS E.C. STA 10+61.47, 18.00 LT. STA 10+63.10 F.O.C. 346.77 346.27 © B.C. STA. 11+32.66, 1800 LT. STA. 11+34.28 F.O.C. 347.04 346.54 360 358 356 354 352 350 348 346 344 13+00 I �''�IIIIII III I I� BOON WAY NOT A PART CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 1 45'3823' DETAIL "2" TYPICAL CORNER N.T.S. 30' vuaunrc rnrtnnv� w �•" r � �nnc AREA o z w A AND B. THE CASE OF CURB RAMPS USED IN BARRINGTON POLE DETAIL A DO NOT HAVE TO BE THE SAME. CASE A B. COUNTER SLOPES OF ADJOINING GUTTERS AND V ¢ p y 2Z a 20 R tl' 20 R PROPOSED A. C. PAVING SEE STREET CROSS SECTION 30' O -0.20' A.C. PAVING 0.45' AGC. BASE 0.50' COMPACTED SUBGRADE O 95% REL DENSITY. STREET SECTION A SCALE: i"=10' 5 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=44 V YANG �CENTERUNE STORM DRAIN W LOT SIDE 5' SID i ALK1-PA 5 R-10' SHEET) P.A.F.L. �h PRIVATE STREET DETAIL "3" TYPICAL BULGE N.T.S. 2' 6' 2^ 0.50' TYPE "A" CONC.--J0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE ICENTERUNE STORM DRAIN / UP CURB /-AND GUTTER LANDSCAPE SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTES: 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 B. 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. 0 O m 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4. AS SITE CONDITIONS DICTATE.. THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G w U M m RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF S. 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 T0, OR IN WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTIONNTH, CURB RAMP CONSTRUCTION. v 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTIUTY COVERS FROM A MAXIMUM OF 9% AT CURS TO CONFORM WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO PTH. AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. N.T.S CASE A SIDEWALK 1.5% FIXTURE STERNBERG STERNBERG MAX BARRINGTON POLE OLD TOWN 5214FP14 A850SRLE0 FRONT ED Z OF SIDEWI 1W LhjV 6° 0 0 M r TYP o N " 0 O m z4 k w U M m S aIN( W m O N � RETA W y m v a m o CURB URS f6( a woe.. �.. SIDES F RAMP) n � > U "L MIN I\ SEE NOTE 9 CASE F E LK YT".I ■ GUTTER FLOWLINE TOP OF RAMP 4•_Y MIN ROUNDED 1 CONCRETE CURB MA RB 1.5%MAx 1 % SEE DETAIL 1 SEE NOTE 6 SECTION A -A 0 0 0 167" To z. 0 0 0 CENTER TO 0'45 -6 CENTER TOP DIA SPACING 0 0.9" -� RAISED TRUNCATED BASE DIAI DOME PATTERN (IN-LINE) O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "5" IN ACCORDANCE WITH CAL7RANS REVISED JULY 2016 STD. ARBA 6 SCALE: NONE / NOTE:/ • CASE "A" CURB RAMPS TO BE USED ON 4 COLLECTORS AND ARTERIALS. ' CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 A850SRLE0 30" BASE SLAB C.D.B. ST -14 1Q" x 18" x 3' z :HOR BOLTS (4) 112" x 18" x 3" d ANCHOR BOLTS VERIFY ANCHOR BOLT LAYOUT WITH MANUFACTURER STREET LIGHT PIER DESIGN NOTE 5800 LUMEN STREET LIGHTS SHALL BE IN NO SCALE ACCORDANCE WITH C.O.B. STD. DET. ST -14. STREET LIGHT - DETAIL 76" SCALE: NONE SCALE: 1" = 40' 40' 20' O' 40' BO' 0 Nip e Know what's below. Call before you dig. CITY RECORDS NO: 01, ,A a v / N N O Vw Z Y 1W LhjV 0 0 M r 0 \ ~ a a N " 0 O m Z a k w U M m 2 > 4 W m O N � W y m v a m o y 3 n � > U Q m N 0 N w Z Q •� d S A p .6 i - Z W X4-••4 ®® W cr CL) 12 W CC W O $off V BUJ ul LLJ W N JIM N CID CCS 'S II -- 111 = III to 0) m