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HomeMy WebLinkAbout1.1-7300 Ph 4 & 5ASPHALT CONCRETE PAVING NOTES: STANDARD NOTES PG&E GAS NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH HE REQUIREMENTS AND CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL I BAKERSFIELD SECTION 39, "ASPHALT CONCRETE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRANSPORTATION STANDARD SPECIFICATIONS. NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. PROVISIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, COMBINED MINERAL AGGREGATE FOR TYPE A 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 HE � (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO HE REQUIREMENTS OF ST -11, ST -13, ST -14, ST -19, D-14, D-16, T-1 EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF K N COUNTY ■ 'T/ CALIFORNIA SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4° MAXIMUM, MEDIUM GRADING. COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: AT TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE _ p 3. ASPHALT BINDER FOR TYPE A MODIFIED ASPHALT CONCRETE SHALL BE 64 10 PERFORMANCE GRADED (MODIFIED) _ 0.20' TYPE `A ASPHALT CONCRETE OVER ASPASPHALT CONCERETE SHALLSE BE PG CTED 64-10YPERFORCITY MANCEENGINEER. GRADED ASPHALT, UNLESSFOR OTHERWISE E B (MODIFIED) 0.45' AGGREGATE BASE (PER NOTE 16) OVER STATIONARYTRANSMISSION OVERUNE, THE PIPELINE. A PG&E TRANSMISSION PERSONNELEQUIPMENT BE ON STANDBY WHEN "S THE CIN ENGINEER. AS ASPHALT BINDER SHALL CONFORM DE ," REQUIREMENTS STANDARD IN HE TABLE FOR 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF HE EXISTING TRANSMISSION UNE. R I V T E STREET CONSTRUCTION PLANS "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-7.02, °CITIES,° OF THE STANDARD C.O.B. STD. ST -9. SPECIFICATIONS. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY BAKERSFIELD STD. DWG. ST -13. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS Q TO BE INSTALLED SOUTHERN CALIFORNIA GAS NOTES: FOR PROPOSED FOR USE IN HE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY OO EXISTING - ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM V 5 FT. (WITH 3 FT. OF VESTING ®� /IIS I ® ■ /I` ® ■ a I ` a p� �y a /1� ® ® ENGINEER. UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM HE V `V N ■/\A�- N A V `G TRACT /V- 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 5. INSTALL TRAFFIC CONTROL SIGNS EXISTING 24' SOUTHERN CAUFORNIA GAS CO. TRANSMISSION. UNE. ADDITIONALLY, NO LESS CIN ENGINEER'S REVIEW AND APPROVAL: INSTALL METRINSTALL O SIZE STREET AMENAMSIGNS PER C.O.B. C.0.8 SM. T-1 THAN 3', OR MORE THAN 7', OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE CITY A UST OF AGGREGATE AND ASPHALT SOURCES. -C:>- 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 I POST TOP PER DETAIL "6" ON SHEET 5. THE TRANSMISSION LINE. OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK $ INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.3.V. REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, AGGREGATE,' OF THE STANDARD 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 EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE 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 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. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS & SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER DETERMINED BY ASTM 02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS EACH SEWER LATERAL OF SECTION 39-2.02, "AGGREGATE; OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& L AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD, THE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. MINIMUM OF 6' THICK. 6 WHERE PAVEMENT SHALL BE SAW CUHALT T INTE P AVNMEATTIS TO STAIGHTOLINE,RM TO EITHEREXISTING PAARALLELAVED OR PERPENDICULAR T01 THE 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW INDEX OF SHEETS PAVEMENT GRADE. CENTERLINE OF HE STREET AND A7 A MINIMUM DISTANCE OF ONE 1 TOOT FROM HE EXISTING EDGE � OF PAVEMENT. O < 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING SHEET T1I6E. .II 7. APRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS 1b BE SURFACED PRIOR TO THE PLACEMENT DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. 1. COVER SHEET OF ASPHALT CONCRETE. HOWEVER, ALL OTHER. REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,' OF THE 12, WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS 2. DELAMERE STREET STANDARD SPECIFICATIONS SHALL BE MEr. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR 3. BOON WAY P II,, ° �y EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN 4. STREET SECTIONS & DETAILS °' \ ' \� 8. BE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL SIDEWALK 6" FROM BACK. TRACT 7299 BE TAKEN 70 AVOID TRACKING BINDER -MATERIAL ONTO HE EXISTING PAVEMENT SURFACE BEYOND HE �--_ LATISH OF CONSTRUCTION. tl - 13. AN UC STREET PERMIT SHALL 8E OBTAINED FROM HE CITY OF BAKERSFIELD I ( / � _ �INOT A PARTi s \ PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED za 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, OTHERWISE PERMITTED BY THE CITY ENGINEER. , s 11a SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR HE WORK 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED DIRECTED BY HE CITY ENGINEER. F -WAY PERFORMED WITHIN THE RIGHT-OAND INSURANCE SHALL BE POSTED ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE PRIOR TO ISSUANCE OF THE PERMIT. I ze �� SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF LIST OF MATERIALS III � ' '° I I 23 F - NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 74 AGGREGATE BASE' AGGREGATE BASE MATERIAL FOR ARTERIAL & I � III I --- - :I TRACT 7$02 ITEM UNIT UNIT 4 UNIT 5 TOT- A.C. PAVING TONS PAVING 138 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, BE CONDUCTED SUCH MANNER THAT, THE END OF EACH WORK SHIFT, THE 159 CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS SUBGRADE PREPARATION CUYD OPERATIONS SHALL IN A AT LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER 176 FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). CONCRETE PARKING SUBGRADE CUYD THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. 126 AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CONCRETE PARKING AREA SOFT ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. 6795 CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 6" CURB & GUTTER LF SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY 60 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 6' CURB LF TO FORM TEMPORARY CONFORMS BEFORE HE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR 905 CONSTRUCTION LATEST EDITION. SIDEWALK SOFT CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 5929 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN DRIVEWAY SOFT 2016 2352 A ACCORDANCE WITH HE CONTRACT PLANS HE STANDARD 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT PAVING 2 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND HESE � STANDARD STREET NAME SIGNS EA. OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED 0 DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO 5800 LUMEN STREET LIGHTS EA. N A CONTIGUOUS ES OF HE TRAVELED WAY BEFORE HE LANES ARE OPENED TO PUBLIC TRAFFIC. AT 0 ALL LANES 2 WITHIN HE CITY AND TO 95% OF HE MONUMENT ENCASEMENTS EA HE ENO OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OFA LAYER OF ASPHALT CONCRETE ON 4 IN AC NEWITHCOMPACTED MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. DENSITY LOCAL STREETS j w ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED i 476 1 038 WHITE LAN ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND WITH THE EXCEPTION OF THOSE ON RETURNS SHEET SIGNS AND STREET HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE VANES ARE OPENED END CURVE TO TOP OF CURB COMPACT STREET SUBGRADE IN ACCORDANCE WITH HE CONTRACT TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED PLANS, CIN REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE PIVC UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING -- O SHALL GRADED TO WITHIN HE CIN TOLERANCES AND COMPACTED IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL OPERATIONS RESUME. TO WHERE THEY ARE SHOWN HEREIN. T WITH 7. 95% OF E MAXIMUM DRY DENSITY IN ACCORDANCE ASTM D-1557. H 13. -ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED DENSITY AS DETERMINED BY ASTM 0-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE OUTHERN PACIFIC & COMPACTED PER CITY STANDARD DETAIL ST -22, WITH CALIFORNIA TEST 375. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ITEM UNIT UNIT 4 UNIT 5 TOT- A.C. PAVING TONS 164 138 303 CL II AGO. BASE CUYD 189 159 348 SUBGRADE PREPARATION CUYD 210 176 385 CONCRETE PARKING SUBGRADE CUYD 132 126 258 CONCRETE PARKING AREA SOFT 7139 6795 13934 6" CURB & GUTTER LF 139 60 199 6' CURB LF 921 905 1826 SIDEWALK SOFT 5122 5929 11051 DRIVEWAY SOFT 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 j w I 562 i 476 1 038 5 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 dl: STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. j i za {NOT A PART) I __ I . / ,5 / I / {I a ,-s io. 'v U N 1 7 1� j '--- e ENGINEERS STATEMENT ! I I (Nor A PART)-� I L_ sa THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR ie I -----I--- I'I zi UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND za I z l BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES STANDARDS I I I I, _ i I� \ AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENTREQUIREMENTS Izz I -- OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I HIGHGATE NEAH AVENUE ..--_ I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE I _ [s � raaurr m - -� PLANS AND ANY ERRORS OMISSIONS OR VIOLATIONS OF THOSE I I I ,P' " ^. I! 3 � + I sa J ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED hole' z ® I Ih ��I 24 DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH 1p _ Ji ro u CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND I I 3 SUBMITTED TO THE CITY ENGINEER. ak 1 p I: :9111 vII�EAd wnY 1_ U N 1 7 2 aIi s (NOT A PART) -- Ix 1, i \ e � z `J z k41'J > 7 ?G HE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED i1 y Ind i ' + II--I----� I /- /z d ;✓�. �'�' '/;.;' - A- I 14. IF THE TN -PLACE DENSITY OF ANY LOT EO ASPHALT CONCRETE IS LESS THAN 92. PERCENT OR GREATER BY HE CITY ENGINEER. °1ff `Lp L -.._J 3fi l a - APPROVED BY: BLAINE NEPTUNE R.C.E. 55102 DATE THAN 94 PERCENT OF HE MAXIMUM THEORETICAL DENSITY, THE CONTACTOR WILL BE ADVISED THAT THE I � 4� �� .� \ 3 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT HE MATERIALS OR PROCEDURES OR 18, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WWITHIN PUBLIC I'; 111 U f1 l U N 1 T $ - l l N _ 1 ��/. s BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 II loll \ I> IN OT A PART) -I Lor �� zs 1 o- UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN HOURS NOTICE. (661) 326-3049. NOTE:_� \/ IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT TEMPORARY FLOWAGE & DRAINAGE g_�'�_J-__� � � i - " / >2 \ ' ` I IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CM OF BAKERSFIELD MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 19. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF HE DUST CONTROL PLAN BLANKET EASEMENT Ili o \' -�`"- �-- \ 3a '("`, > \ /\ PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS.. (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON PER DOl 21 9 0 08 71 6 U N 1 7 B ARE TO BE PRIVATELY MAINTAINED. SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE 1 r p \ s ° a 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. III ',I . I II «.� �+ n% (�\ z3 3 / (NOT A PART) EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT i @d@d <! " +a s z° al ly' 3� 11 L 22 z ` z - �� +o SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE I \ I �S , �l 1 Q\z x REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE ;11) y z' '1 -i' I I, II m D \ e , 2° DEVELOPER. AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION g A 16. THE FIELD DENSITY OF COMPACTED. ASPHALT CONCRETE SHALL BE DETERMINED BY: OF CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY �ul �I `� 0 Ao e� �A > �. WITH PROVISIONS OF SAID PLAN. `. I° , I' ' \ %i 3 +z " "\ y'��,• APPROVED BY: NICOLAS FID R, PUBLIC WORKS DIRECTOR DATE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR �C 21. LUMINARIES SHALL BE SOLD STATE LIGHT EMITTING DIODE WITH TWIST LOCK \ ' `� +o tmt`X / R.C.E. NO. 61069 v 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 OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 1 ( ) {01� c4J �a�. UNIT 7 k C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 22. IF HIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL 2�tn z 6 \ \ (NOT A PART) 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 WITH HE TERMS OF HE GENERAL PERMIT TO DISCHARGE \i �T + I 3 �I \�z \/ 9\ ` I, i, ,,1 A, \ E s TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: Z. ? i ' STORM WRIER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SOURCE ORDER N0. +' s Y�,� /� �� / REVIEWED BY: (SIG 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER /' �R �` I' �I U N 1 7 8-- i ;.� "\.� A ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, n sl le G ,a - „',!,;; STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE: 2012-0006-DWQ MUST BE FILED WITH STATE WATER RESOURCES CONTROL i tl BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION -' _-� ____ i (NOT A PART) C 2 \\ N� sa „ -;�� R.C.E. N0. 44898 B. REMOVAL AND REPLACEMENT, OR , ACTIVITY. COMPLIANCE WITH HE GENERAL PERMIT REQUIRES THAT A •,\Io- 21 \ Sf C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY - EXISTING SUMP `\�':`\a �-- ' �, 6 1 I iq. + �\�'� 22 CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING\'��l`\�\, \\\\ - THE METHOD WILL BE SELECTED BY THE CIN ENGINEER. THE CORRECTIVE WORK SHALL BE AT \+ THE CONTRACTOR'S EXPENSE NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NO. A `11 1 :\1, hS > \L 5Fi5C377505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD zs - �/ s% 71171111 ®1 /�p 1& IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. FOR HIS PROJECT. `, / �,'°�� a w e �,J ` + i ' REVIEWED BY: !�"'�� zYV"�'"' 1 i 1 ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT \ / ``�, �/\,\r�, \ - i TRAFFIC ENGINEER DATE: THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE 23. ANY WORK CONNECTING TO EXISTING PUBLIC FACUTIES FROM PRIVATE�i /' '. NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR HE WORK IN THE PROJECT MAP PAVEMENT CENTERUNE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR � "'s\ 10 I ' \ ` ` i/ - SCALE: 1'_200' APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND A SHEET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAPS THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION` OF HE STANDARD SPECIFICATIONS. IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) �±� A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. (� � � ?A °, ��� -y„ �? � ^ ;j ® SHEET N O • INDEX BASIS OF BEARINW: THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS THE CIN ENGINEER. 25. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY LEGEND: LEGEND (CONT.): 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB SID T-19: CONFORMING TO SECTION 200-2.2 OF THE 'GREENBOOK". BASE MATERIAL FOR LOCAL STOCKDALE SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED a ABBREVIA71ONS �_ 'Rt -1' - STOP -mow) STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) TO THE CIN FOR APPROVAL 10 DAYS PRIOR TO PAVING. FL FLOWIJNE POW POINT ON VERTICAL CURVE FLOWUCENTEE °R6-1' -ONE WAY 'S5-2' - END SCHOOL ZONE CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE & CL BVC BEGIN VERTICAL CURVE 'RS -7' - DO NOT ENTER `W31(CA,' - END - VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 26. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET ELEV ELEVATION EVC END VERTICAL CURVE AVENUE 'R5-1" - NO PARKING ANYTIME Ill -DEAD END CEMENT TREATMENT BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT . :Ev�$ CURRENT' STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING 0 •RJ -V - RIGHT THIN ONLY WI4-Y - NO OUTLET TURGHT n F � BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DRY DENSITY. m Al UPGRADING AS PER CITY ENGINEER. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 0 - 'WI -7' - DOUBLE ARROW •R4-7, _ KEEP z w o Q J I k ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R81( - BIKE LANE 'Nl - SINGLE ARROW 20. PAVING CONTACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALHANS STANDARD '< 5 yO BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE WHITE LAN "Il - 99,11E AHEAD 'WI -7" -CURVE ARROW SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 27. WITH THE EXCEPTION OF THOSE ON RETURNS SHEET SIGNS AND STREET EC END CURVE TO TOP OF CURB LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE PIVC POINT OF 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 TO WHERE THEY ARE SHOWN HEREIN. 13 OF VERTICAL CURVE FC FINISH CONCRETE m CONFORM TO THE FOLLOWING: P.O.C. POINT ON CURVE FC FINISHED CONCRETE OUTHERN PACIFIC STORM DRAIN MANHOLE - 28, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR p� PA R Ty UNE R/W RIGHT-OF-WAY PROPERTY ® 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 H EDGE PAVEMENT AP. 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 CIN F.O.C. GE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER THE GRADE ESTABLISHED BY THE ENGINEER. ENGINEER MAY APPROVE CURBING 13EHIND THE SIDEWALK OR OTHER METHOD p A FL PARKING AREA FLAW UNE C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. N z TO PREVENT EROSION ONTO THE SIDEWALK. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED 0 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 PRIVATELYO EXISTING SURVEY MONUMENT C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE MAINTAINED. FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. it s SEWER -REFER TO SEWER &STORM DRAIN PLANS 30. NOTE FOR COMPACTION FULL PAVEMENT SECTION TO AT LEAST FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. a 1.0 FT. UNDERER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. APPROACHES FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. U SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. -0_ FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. d STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 4) TRACT BOUNDARY d 3_ FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER U W L41 C.O.B. SID. ST -14. sx ace< ;_ qua' UNIT BOUNDARY EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS y� CONSTRUCT 18' BOTTOM MOH DRIVEWAY Ill MNGS PARKING AREA - SEE CONSTRUCTION NOTE 6. VICINITY MAP PER C.O.H. SID. ST -7. (UNLESS OTHERWISE NOTED) 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 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) Know what's below. Call before you dig. STOCKDALE a T. 30 S. R. 26 E. /ri[ 0 -mow) w 2 & PROJECT SI �y F MING AVENUE V a . :Ev�$ 0 n F � rt m N 11 2 0 z w o Q J I k w O ro 9 '< 5 yO w iO WHITE LAN N K v m z z 14 13 m OUTHERN PACIFIC RAILROAD R EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS y� CONSTRUCT 18' BOTTOM MOH DRIVEWAY Ill MNGS PARKING AREA - SEE CONSTRUCTION NOTE 6. VICINITY MAP PER C.O.H. SID. ST -7. (UNLESS OTHERWISE NOTED) 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 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) Know what's below. Call before you dig. N N -mow) w V a . :Ev�$ 0 n F � v N m a a e a o Q J I k w O ro 9 '< w iO N K v m \) s ., e \� R lS7p�N �� H N z 0 h it a U d d U W L41 ¢ uj C� F co W o C w 0 V � W LU � Q ccc IL G FU �i V LEGEND: ABBREVIATIONS FL FLOVIINE 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. PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT -O' -WAY EP. EDGE OF PAVEMENT A.P. ANGLE PONT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.AF.L. PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. f0 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -i. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STC. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAIL "6" ON SHEET 4) ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _.. EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SID. ST -7. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'RI -1" - STOP "S5-2" - END SCHOOL ZONE 'R6-1" - ONE WAY-W31(CA)' - END 'R5-1" - DO NOT ENTER W14-1" - DEAD END "R26(CA)" - NO PARIONG ANYTIME •W14-2" - NO OUTLET R3 -SR" - RIGHT TURN ONLY "WR -7" - DOUBLE ARROW "R4-7" - KEEP RIGHT "WI -6" - SINGLE ARROW 'RB1(CA)" - BIKE LANE W3-3" - SIGNAL AHEAD 'W1-1" - 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 NTH 3.5' OPENING PER C.O.B. STD. 0-14, 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 ®r • xs! • a ® TRACT BOUNDARY UNIT BOUNDARY PARKING AREA - SEE CONSTRUCTION NOTE 6. O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10 FACE OF CURB STATION - SEE TABLE SECTION DESIGNATION: SECTION LETTTR 2 SHEET MERE SECRON IS SHOWN 2 1 OTM 1. SEE SEVER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" AC. 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" NTH 3.5' OPENINGS PER CO.B. STO. 0-14, UNLESS NOTED OTHERWISE CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.. SID ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 3 INSTALL STREET SIGN PER CAB. 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 CONCRETE AND6" REVEALER DE IL "I' ON TOTAL CURB HEIGHT © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. OINSTALL W31(CASIGN & TYPE III BARRICADE WITH OM4-3 MARKER AT UNIT BOUNDARY OF ACT 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. O 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. 113' x 43' x 1.5 TEMPORARY 360 358 356 354 352 350 348 346 344 10+00 UNIT 3 (NOT A PART) S,_ \ SEE SHEET 3 DELAMERE STREET (PRIVATE STREET) STA. 10+00.00 C.L. TO 14+49.10 C.L. SCALE: 1" = 40' HORIZONTAL 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 REF. NO ! CL STATION & OFFSET FOC STATION 7'I 1� UNIT BOUNDARY STA 11+32.66, 18.00 RT STA. 11+34.29 F.O.C. 349.38 2� f ! VERT. CURVE 349.88 Q PA.0 STA 12+41.51, 1500 RT. STA 12+43.95 F.O.0 347.55 ® P.R.C. STA. 13+61.32, 1505 RT STA 13+64.57 F.O.C. 0.50 ❑5 P.R.C. STA 13+68.58, 1&00 RT. 12 348.37 © E.C./UNIT BOUNDARY STA. 14+49.10, 18.00 RT. STA 14+50.00 F.O.C. ;7 ❑8 UNIT BOUNDARY w o_ STA. 11+34.28 F.O.C. 347.04 9❑ B.0 STA 13+27.22, 18.00 LT STA 13+28.85 F.O.C. 347.77 10 j STA 14+49.10, 18.00 LT. STA 14+5511 F.O.C. 349.80 l7' M 1� 222.30' Q M ri h N J F ! J Nm n N 14INY o a N'J' L 0.a z w _ ___ a •- ..__ at- m � T. } - z � ! APPROXIN EXISTING ' U ' m ' C d GROUND M CENTERLINE o a o a a - --�-- ---� -�..-- --- - fi-- - _ --r- - - --_.__ - CONS UCT TEM ORARY EAST I _S--_ �'. SUMP WITH UNIT 4 & ONSTRU T TEMPOR _ _ _ REMOVE WITH FU URE S'Oz7Z S�tsaX -1.6767 s=0.38 EXISTING EAST _- -4 EXISDNG Sal FLC MJNE EMOVE mH FUTU E WEST FL NE IL < DEVEL MENT ASIN IND. 17 EVELOPMNT *� W_____ NORMAL . FLBELEV {i434�22 c PR0 PRM c �=� ro I wESi FLOWUN > � DEPRESSED F.L. PyE(8' 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 1 '' 13+00 STA. 10+00.00 U. 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. 1� UNIT BOUNDARY STA 11+32.66, 18.00 RT STA. 11+34.29 F.O.C. 349.38 2� B.C. STA 12+34.37, 1&00 RT. STA 12+36.00 F.O.C. 349.88 Q PA.0 STA 12+41.51, 1500 RT. STA 12+43.95 F.O.0 347.55 ® P.R.C. STA. 13+61.32, 1505 RT STA 13+64.57 F.O.C. 0.50 ❑5 P.R.C. STA 13+68.58, 1&00 RT. STA. 13+72.38 F.O.C. 348.37 © E.C./UNIT BOUNDARY STA. 14+49.10, 18.00 RT. STA 14+50.00 F.O.C. ;7 ❑8 UNIT BOUNDARY w o_ STA. 11+34.28 F.O.C. 347.04 9❑ B.0 STA 13+27.22, 18.00 LT STA 13+28.85 F.O.C. 347.77 10 j STA 14+49.10, 18.00 LT. STA 14+5511 F.O.C. 349.80 l7' M 1� 222.30' Q M ri h J F ,D J F Cmm! N w _ ___ a •- ..__ at- m � APPRO - --�-- ---� -�..-- --- - fi-- - _ --r- - - --_.__ - PROPOSED EAST WLINE ONSTRU T TEMPOR RY SUM S'Oz7Z S�tsaX -1.6767 EXISTING EAST _- -4 Sal FLC MJNE EMOVE mH FUTU E S--049% IL < a ASIN IND. 17 EVELOPMNT *� W_____ NORMAL . FLBELEV {i434�22 c PRM _ f FLO NE > DEPRESSED F.L. PyE(8' d REV. 01 INV 1 W d� 11+00 12+00 1 '' 13+00 STA. 10+00.00 U. 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. 1� UNIT BOUNDARY STA 11+32.66, 18.00 RT STA. 11+34.29 F.O.C. 349.38 2� B.C. STA 12+34.37, 1&00 RT. STA 12+36.00 F.O.C. 349.88 Q PA.0 STA 12+41.51, 1500 RT. STA 12+43.95 F.O.0 347.55 ® P.R.C. STA. 13+61.32, 1505 RT STA 13+64.57 F.O.C. 0.50 ❑5 P.R.C. STA 13+68.58, 1&00 RT. STA. 13+72.38 F.O.C. 348.37 © E.C./UNIT BOUNDARY STA. 14+49.10, 18.00 RT. STA 14+50.00 F.O.C. 349.69 ❑8 UNIT BOUNDARY STA. 11+32.66, 18.00 LT. STA. 11+34.28 F.O.C. 347.04 9❑ B.0 STA 13+27.22, 18.00 LT STA 13+28.85 F.O.C. 347.77 10 E.C/UNIT BOUNDARY STA 14+49.10, 18.00 LT. STA 14+5511 F.O.C. 349.80 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C7 10.00' 7.95' 4.20' 45'34'23" C2 25.00' 39.25' 24.98' 89'57'12" C3 2500' 39.05' 25.59' 91'20'14" C4 10.00' 8.10' 4.29' 4625'22" C5 10.00' 7.81' 4.12' 44'44'07" C6 482.00' 77.627 3889' 97936" C7 488.00' 9296' 46.62' 10'54'52" C8 512.00' 124.80' 62.71' 13'57'58' C9 518.00' 126.27' 83.45' 13'ST58" C70 500.00' 222.30' 113.02' 25'26'26" 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' 11.10E L3 107.00 S24' 24' 48.88'E L4 113.00 S24' 24' 48.88"E e Know whars below. 0811 before you dig. v1, '\ o U 7 N ti• A. � fSID�l, II '� '\ o DELAMERE STREET yi SEE SHEET 2 - v VIT G I __ N T tHT(Qf�+�i 'Ii � �W(Wgwor I�I I ' O I1i.Ii..I'i..�.-.'-:.,.. ..i .'t .Nr,W2Uy1Q-O O N^ J("i,+J7� -rMjtiOWOMr��!I 'II I I aZ\wmJLLU�U • I oUmNm0+ IMtma0+V. YmCm0yLI I>KO,, M.+- c"0M,M�+FieI9 IUI Il I 3if01. 'MY�+^". 2 2 pmrO^GtYmI,l I l Qw¢0J^iNQm-. arOZm'rZ1❑-(myJN,diJ-�nLLWON.dFm- ®'6 0rN^0+dS• .TY3A.J'`+��d .YRU.I :.N!m�m�d+.ILI �,�fd +Of. i-ONM^+, O"odhM IIlI Z'dpZ''-LLOoZO_mcIt JM^d`;-"�J^d- O^Qt J?`J�M^d+' InM^d+L NFnN;riA. I I� II I �I U Z_'OIi'�nI^ ��mUJ o�IIFml^1M moN I i UNVVJ'w(Z_' '! '' �n+wJNon n+pNf �+o(j O>¢YSwN+ pTOJA. u<413n^}�+NOio 9 n.^ 11i6.7I_I2omN 4cf�3 .L�o>mW<JJ M3"5•Nt Oa0+<. IJa':TJON-JommY+. J�Wa< IIIII II UO,h^am+� Y6s� J,y W>¢pJo" tiLL I1 I 1 I ^ciUp 0,a J,U.0 Z.P.:i ON�JUgMmJLL�pm� tOImmfLL$D d OZZam1¢- cbJU�`S^,I JY�'g.SUJLLa>WIJ1gNWLL�1iIj iIiIl❑„b:rm+dhm; LL zVWJLL.U I o^J<mm + <M•mm+d fo m moJ iLLQdI Jg pJ�m�+b•j -J g"�^�m'§SS-�" _r+ TpgTTTTTTiiiiii ti LLdW�60Z�I irSI�lJC Dm0Nrj+F JLLm0Nr+dIm-A PARY13+C.1. 1200 I.T. EV.C-P.A.EL T 13+4.72 F.L. 13+94.C12.00 LT. 41 nBVC.-P.AFUNITjV BV.C.-P.AF.L J It 21 11 m 2 n STA. 16+21.8G100 LTr7J 23 STA. h6+21.8h 3 i a 4 F.L 6 4 cJ IYLLm SJiLL +I OI qIT m rmmmd 10 + I I �UO�zj�p0M1`d, Q ^"J II dd rHS1l O dddUdd tic3 rc '¢_'I z .QrQ m o'1 r I meii rn �, '-v'-i m cSQ� Id I I Imo' o I ptira-r.Q- W Sn (n OON UQh ml W NmN 4 m�m N Q WN �i/IN 1 + F fI WY1mmm W Ni-/Imlajm h F /�I II � / f.,Sg a m Pn 2 _ CB C10 2 P(1. d vQhi 2 5 C6 J-- \\moi 5 S-12+00�- 28-- -16 13+00 26 17 C11 18 9914+00__ - - - - _ _ _ 4 14 15 ^ S _ s-17+00 N65'3223"E `r 11+00 s 1.1.J -.-.}.-- _ __ _ 0 1.2_ _._._._ _._ - - x i 110+4W= _ ^�- - - - F 80 BRAIN 6 D - 27. _ _._'_._ .. _ 6 - ---i _ 20 +OD C13 6 21 - e m i6+- L3 1� 93 9 213 6 5 7 24 _ 1� _. 7 - 15 I I Q I � U i I U 1 1 W DELAMERE STREET SEE SHEET 2 360 358 356 354 352 350 348 346 3 J ¢� I SILL P/LJ YJ A dip 40 Mt0 K. I 0+ p mJ[V l I/1 I� 6 K1 2 u WJ I<' P/L� II 1 �opc�JJ(CT; J I4 Q �o ¢o o� ❑� °-^ <� g i� �J�'c mw N o -W im s + JJN+ m a «p1 �00 p "+ Uo,`= ' � 1� m ULL Jz^`�`oio 1+� w ci N�' o� tion J ON W; LLI o d Ymm 1 uLLl� Jr'w I.:Om� w I�w JJo ^ d� Ql, 'J I w JJO S r SI sc mLLmm m ao<a �:-"uNi �..i m.o O,LL o JJ zy 1 c LL IO O,I N p1I O++ UIiW N r N� dOfT N I ❑ dddl'^ I vi l�Jm`m o N yJ.. _. "� ' to !'10 �I 19 = 20 N m a++' iUhr-r- i' 1G 1 di n♦nn♦ LL.iN m M d N LL O!WW ^I ` �� N_N_ d F� Wmmm� IM^M QMM YI 2+m I Im U nines .4 r ?rr I ddlrri, mmm U i `I 11 a$ tJiLL UI i mmml o w mmm>dd w Um in rn I Qaa 1 444 J STA. 13+69.81 C.L 12.00 RT. = I ! ^''� /1 1 Sij1. 13+67.93 F.L. 1 ti g F `� I I 1 UNIT sl wmm , BOON WAY (PRIVATE STREET) STA. 10+00.00 C.L. TO 17+20.79 C.L. SCALE: 1" = 40' HORIZONTAL cn nN o V F `TEMPORARY TURN -AROUND AND FLOWAGE &I DRAINAGE y N LL y O J o BLANKET EASEMENT PER IN �� II x mI wm JJUo door` I DOC N0, 2190 716 M " m Im j ¢ a ti - �•fN `ci ^ I JJt + 0+ ++ 1p04 Q 1F pLL� U � <GUI^mm n ZON rn a JJ M> Im UymJnno I� uLL>�vQ~i A 23 I 9 ,i NN 1.3 Zw O I 6 W,Q'iM< Q mm R d++ Q.m+++ Imm alb,om ++moi R ' �dQ z�rdd IQ `?7m EV.C.-P.AE.L 1 I mi-n� ww mYn rn 1U dd� TA. 16+71.84 C.L. 12.00 RT. = I ��.Iri,zo SIA 16+71_�F.L _� _-----I 44 10+00 360 358 356 354 352 350 348 346 344 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 51 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. 348.25 02 C. STA. 10+66.25 CL, 18.00 RT -1 VERT CURVE B.C. STA 12+91.66 C.L 1&OU 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 �5 P.R.C. STA 13+54.69 C.L. 15.05 RT STA 13+54.85 EO.C. 349.34 © P.R.C. STA. 13+64.48 C.L. 15.00 RL STA. 13+85.91 F.O.C. 349.36 Q7 EG STA 13+91.62 C.L, 18.00 RT. STA 13+93.86 F.O.C. 349.40 © B.C. STA. 14+71.31 C.L, 18.00 RT. STA: 14+73.55 F.O.C. 349.20 09 EC. 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.1., 18.00 RT. STA. 16+30.11 F.O.C. 348.81 11 P.R.C. STA 16+3220 C.L. 15.00 RT. VERT CURVE 12 P.R.C. STA 16+61.48 C.1., 15.00 RT STA. 16+68.98 F.O.C. 348.85 13 LLm 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 mI'. STA 10+66.43 C.L. 18.00 LT. STA. 10+68.06 F.O.C. 348.35 .0 m J M1 Im r STA. 12+93.29 F.O.C. 349.16 17 P.R.C. STA. 13+55.68 C.L., 14.95 LT. m 349.33 16 P.R.C. STA 13+84.48 C.L, 15.00 LT. g 349.34 19 EC. STA. 13+91.62 C.L, 18.00 LT. STA. 13+99.15 F.O.C. 349.39 ® B.C. STA. 14+71.31 C.L, 18.00 LL STA. 14+78.83 F.O.C. 349.19 21 B.C. STA 15+49.49 C.1., 1&00 LT. STA 15+54.20 F.O.C. 349.00 ® B.C. STA 16+25.06 C.L. i&00 LT. STA 16+29.77 F.O.C. 348.81 P.R.C. STA 16+3220 C.L, 15.00 LT. STA 16+37.72 F.O.C. 348.73 ® P.R.C. STA. 16+61.48 C.L, 15.00 LT. STA. 16+6&63 F.O.C. Jo Jb EC. STA. 16+68.62 C.L, 18.00 LT. STA. 16+76.59 F.O.C. 34&99 2fi P.C.C. STA. 13+4&65 C.L., 18.00 LT. O 349.36 2© UNIT BOUNDARY STA. 12+44.76 C.L. 1&OU RT STA. 12+45.38 F.O.C. 349.00 2� UNIT BOUNDARY STA. 12+44.76 C.L. 18.00 LT. STA. 12+46.39 F.O.C. 34&99 29 UNIT BOUNDARY STA. 17+20.79 C.L, 18.00 LT. STA. 17+28.75 F.O.C. 349.55 ® UNIT BOUNDARY STA 17+20.79 C.L. i&00 RT STA. 17+29.10 F.O.C. 349.58 w�..4 r�a z w> i4t Z C) oi; O I 3 t- z �O Z U m U �3 w v �YLU �1 Lu Cv) LL 0 �+ W Qus Y WiJ n Ol d+ �� r ON 6^ fOi+wU JLL + y+Ma+ - _ .10--.. O. _ _-___ _ {J`-_ ZM M M b b - LLM A�PROXIMAIE E%ISTING z =m r T'- o I . i d v 1 ci F a a b ' ^ " wy 'PROXIMATE O❑STING GROUND OC 11RUNE ^ Umw m w�iia awe 'w m wm-- i rc - GROUNDO TERUNE i Z O IQ•- iQ- I 0 N m m � - ------ - - - I ei _ I I _ _ i ! I I I I S -0.25% i I I 5=0.36% 5=0.37% 'POS �TM CATCH BASIN NO. PROPOSED �ONTIN FL NE FUTURE $ .�61 C I L n NORTH FLO NE CATCH BA N NO. 15 FUTURE - j NORMAL EL 6-N,,=348.14' mil I I NORTH E DEPR F.L E(EV.347.9 ' j3 + . ELEV .31' INVi 18" SE 44 10+00 360 358 356 354 352 350 348 346 344 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 51 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. 348.25 02 C. STA. 10+66.25 CL, 18.00 RT STA. 10+67.88 EO.C. 348.34 3 B.C. STA 12+91.66 C.L 1&OU 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 �5 P.R.C. STA 13+54.69 C.L. 15.05 RT STA 13+54.85 EO.C. 349.34 © P.R.C. STA. 13+64.48 C.L. 15.00 RL STA. 13+85.91 F.O.C. 349.36 Q7 EG STA 13+91.62 C.L, 18.00 RT. STA 13+93.86 F.O.C. 349.40 © B.C. STA. 14+71.31 C.L, 18.00 RT. STA: 14+73.55 F.O.C. 349.20 09 EC. 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.1., 18.00 RT. STA. 16+30.11 F.O.C. 348.81 11 P.R.C. STA 16+3220 C.L. 15.00 RT. STA 16+3&07 F.O.C. 34&73 12 P.R.C. STA 16+61.48 C.1., 15.00 RT STA. 16+68.98 F.O.C. 348.85 13 EC. 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 EC. STA 10+66.43 C.L. 18.00 LT. STA. 10+68.06 F.O.C. 348.35 18 B.C. STA. 12+91.66 C.L. 1&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+60.42 F.O.C. 349.33 16 P.R.C. STA 13+84.48 C.L, 15.00 LT. STA. 13+91.19 F.O.C. 349.34 19 EC. STA. 13+91.62 C.L, 18.00 LT. STA. 13+99.15 F.O.C. 349.39 ® B.C. STA. 14+71.31 C.L, 18.00 LL STA. 14+78.83 F.O.C. 349.19 21 B.C. STA 15+49.49 C.1., 1&00 LT. STA 15+54.20 F.O.C. 349.00 ® B.C. STA 16+25.06 C.L. i&00 LT. STA 16+29.77 F.O.C. 348.81 P.R.C. STA 16+3220 C.L, 15.00 LT. STA 16+37.72 F.O.C. 348.73 ® P.R.C. STA. 16+61.48 C.L, 15.00 LT. STA. 16+6&63 F.O.C. 348.85 2© EC. STA. 16+68.62 C.L, 18.00 LT. STA. 16+76.59 F.O.C. 34&99 2fi P.C.C. STA. 13+4&65 C.L., 18.00 LT. STA. 13+52.33 TQC. 349.36 2© UNIT BOUNDARY STA. 12+44.76 C.L. 1&OU RT STA. 12+45.38 F.O.C. 349.00 2� UNIT BOUNDARY STA. 12+44.76 C.L. 18.00 LT. STA. 12+46.39 F.O.C. 34&99 29 UNIT BOUNDARY STA. 17+20.79 C.L, 18.00 LT. STA. 17+28.75 F.O.C. 349.55 ® UNIT BOUNDARY STA 17+20.79 C.L. i&00 RT STA. 17+29.10 F.O.C. 349.58 360 LINE LENGTH BEARING i INSTALL TRAFFIC SIGNS PER C.C.B. SID. T-19: 358 LEGEND. �1_FURNISHH&& "RB -1" -ONE WAY '55-2" - END SCHOOL ZONE "W31(CA)" 574' 29' 54.64"W 356 "R5-1" - DO NOT ENTER -END ABBREVIATIONS 53.76' `R26(Gh" - NO PARKING ANYTIME `W4-1' - DEAD END FL FLOWUNE POVC PONT ON VERTICAL CURVE 356 CL CENTERUNE BVC BEGIN VERTICAL CURVE 354 ELEV ELEVATION EVC END VERTICAL CURVE `W3 -Y - SIGNAL AHEAD "IR 1' -CURVE ARROW BCR BEGIN CURB RETURN PI PONT OF INTERSECTION � ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE 40.58' Be BEGIN CURVE PCC PONT OF COMPOUND CURVATURE 352 EC END WRVS TC TOP OF CURB 350 PIVC POINT OF INTERSECTION TP TOP OF PAVEIAENT CSI C.O.S. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. OF VERTICAL CURVE FC FINISH CONCRETE 350 PAC. POINT ON CURVE FC FINISHED CONCRETE I PA PROPERTY UNE R/W RIGHT-OF-WAY 7.82' E.P. EDGE OF PAVEMENT A.P. ANGLE POINT s"m -a UNIT BOUNDARY F.O.C. FACE OF CURB C/G CURB AND GUTTER 348 P.A.F.L PARKING AREA FLOW UNE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 346 n EXISTING SURVEY MONUMENT C15 500.00' 78.18' 39.17' B'57'30 C16 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 344 19.92' 30994'46' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 16+00 17+00 18+00 FURNISH & INSTALL STREET UGHT-580D 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 ,,4 CONSTRUCT 18' BOTTOM VADTH DRIVEWAY W/3' WINGS -OU' - PER CO.B. STD ST -7 (UNLESS OTHERWISE NOTED) i LINE LENGTH BEARING i INSTALL TRAFFIC SIGNS PER C.C.B. SID. T-19: 356 L2 �1_FURNISHH&& "RB -1" -ONE WAY '55-2" - END SCHOOL ZONE "W31(CA)" 574' 29' 54.64"W cd "R5-1" - DO NOT ENTER -END N65' 32' 23.00'E 53.76' `R26(Gh" - NO PARKING ANYTIME `W4-1' - DEAD END 623'26` C3 "R3 -5R,- RIGHT TURN ONLY 'W4-2" - NO OUTLET 356 34.46' 'R4-7 - KEEP RIGHT "WI -7' - DOUBLE ARROW C4 10.00' 'R81(CA)` - BINE LANE 'WI -8" - SINGLE ARROW 4.12' 44'44'07 `W3 -Y - SIGNAL AHEAD "IR 1' -CURVE ARROW 354 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS � VERT. CURVE 352 40.58' REFER TO SEWER & STORM DRAIN PLANS C7 51200 CONSTRUCT TYPE `A' CATCH BASIN WITH 3.5' OPENING PER 40.11' 8.57'32" C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 350 ® CONSTRUCT TWE 'A' CATCH BAS N W TH 3.5' OPENING PER I CSI C.O.S. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 348-s 36.34' SEWER - REFER TO SEWER & STORM DRAIN PLANS C10 I 8.09' I c 1i U m 7.82' a 344 sex.�•�. --n s"m -a UNIT BOUNDARY 75.37' 37.76' 8'5732" C13 488.00' 76.30' C14 500.00' 78.18' 39.17 8.57'37 C15 500.00' 78.18' 39.17' B'57'30 C16 42.00' 226.69' 19.92' 30994'46' i� m 0 N S a 0 w�..4 r�a z w> i4t Z C) oi; O I 3 t- z �O Z U m U �3 w v �YLU �1 Lu Cv) LL 0 fOi+wU + y+Ma+ + -+ b b m - d+ d 1 Um II ' ^ " 'PROXIMATE O❑STING ^ i rc - GROUNDO TERUNE i Z O IQ•- iQ- I 0 N m m � - - - I ei _ _ I I I S -0.25% i I 5=0.37% PROPOSED �ONTIN FL NE $ I n CATCH BA N NO. 15 FUTURE I NORTH E + . NORMAL F.k, ELEV.39a.13' DEPRESSED F.L. EUEV. 7.96' ELEV. 344.30' INV. 18" NW �EX. GROUND 11+00 2" A.C. PAVEMENT 12+00 LCL 2 AGG.BASE TEMPORARY TURN -AROUND SECTION NOT TO SCALE N.T.S. 3 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 NOTES: QQQ1 CONSTRUCT TWE "B" CURB & GUTTER PER CO.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TWE 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. ABBA-CASE A OR F - DETAIL V ON SHEET 4. OCONSTRUCT 6"1. ON RETE CURB ETAIL '1" ONTH N 19' TOTAL CURB. HEIGHT AND 6" © HEET 4. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 4. OINSTALL W31(CA) SIGN & TYPE III BARRICADE WITH GI4-3 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. O CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL'? ON SHEET 4. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL `3' ON SHM 4. 10 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON PROPOSED STD. ST -6. 360 LINE LENGTH BEARING Li INSTALL TRAFFIC SIGNS PER C.C.B. SID. T-19: 356 L2 �1_FURNISHH&& "RB -1" -ONE WAY '55-2" - END SCHOOL ZONE "W31(CA)" 574' 29' 54.64"W 1.3 "R5-1" - DO NOT ENTER -END N65' 32' 23.00'E 53.76' `R26(Gh" - NO PARKING ANYTIME `W4-1' - DEAD END 623'26` C3 "R3 -5R,- RIGHT TURN ONLY 'W4-2" - NO OUTLET 356 34.46' 'R4-7 - KEEP RIGHT "WI -7' - DOUBLE ARROW C4 10.00' 'R81(CA)` - BINE LANE 'WI -8" - SINGLE ARROW 4.12' 44'44'07 `W3 -Y - SIGNAL AHEAD "IR 1' -CURVE ARROW 354 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 467522" C6 STORM DRAIN MANHOLE - 352 40.58' REFER TO SEWER & STORM DRAIN PLANS C7 51200 CONSTRUCT TYPE `A' CATCH BASIN WITH 3.5' OPENING PER 40.11' 8.57'32" C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 350 ® CONSTRUCT TWE 'A' CATCH BAS N W TH 3.5' OPENING PER I CSI C.O.S. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 348-s 36.34' SEWER - REFER TO SEWER & STORM DRAIN PLANS C10 j 8.09' SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 346 C11 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 7.82' ®a r IIIIIIIIII� ■ ■ TITIN TRACT BOUNDARY 344 sex.�•�. --n s"m -a UNIT BOUNDARY 17+00 16+00 ED PARKING AREA - SEE CONSTRUCTION NOTE 6. O CURVE NUMBER FOR CURVE DESCRIPTION NOTES" ® ITEM OF WORK - SEE SCHEDULE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Q FACE OF CURB STATION - SEE TABLE 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 LETTER BE COMPACTED TO 95% RELATIVE DENSITY PER CO.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TWE `A' WITH 3.5' OPENINGS `--_-- _ A PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 2 SHEET WHERE SECTKN IS SHORN SCALE: 1" = 40' 40' 20' O' 40' 80' LINE TABLE LINE LENGTH BEARING Li 291.66 N65' 32' 23.00"E L2 107.47 574' 29' 54.64"W 1.3 221.31 N65' 32' 23.00'E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 10.00' 7.95' 4.20' 453423" C2 48200' 53.76' 26.91' 623'26` C3 48800 68.80' 34.46' 8'04'42" C4 10.00' 7.81' 4.12' 44'44'07 C5 10.00' 8.10' 4.29' 467522" C6 518.00' 80.99' 40.58' B•57'32" C7 51200 80.06' 40.11' 8.57'32" C8 518.00' 59.04' 29.55' 6'31'49" CSI 512.00' 72SW 36.34' 8'0710' C10 10.00' 8.09' 4.28' 4622'23" C11 10.00' 7.82' 4.12' 44.4702" C12 482.00' 75.37' 37.76' 8'5732" C13 488.00' 76.30' C14 500.00' 78.18' 39.17 8.57'37 C15 500.00' 78.18' 39.17' B'57'30 C16 42.00' 226.69' 19.92' 30994'46' Know what's below. Cali before you dig. 1.1-7300 Ph 4 & 5 CITY RECORDS NO: ■ i 1 m N N Z V N 0 O M M � N O n E E 0 O � d w won w m 00 - Of N - N W m m m g \fes i� m 0 N S a 0 w�..4 r�a z Z C) oi; O I 3 t- z �O Z U m U �3 w v �YLU �1 Lu Cv) LL 0 EXPANSION JOINT AT SIDEWALKS CLASS 'B" CONCRETE (5 SACK) EXPANSION JOINTS EA 30' WEAKENED PLANE JTS. EA. 15 wino rva rru�o"r�cn cuoronnr 30' 1 30' N X0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE O 95% REL DENSITY. STREET SECTION KAl SCALE: 1"=10' '} (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=44 CONCRETE IN IN PARKING AREAS (SE DETAIL 4 THIS SHEET) 9 DETAIL $11" 6" CONCRETE CURB N.T.S. AREA I WALK W STORM DRAIN UP CURB AND GUTTER LANDSCAPE CENTERLINE STORM DRAIN W 6' YANG SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTES: DETAIL " 2" TYPICAL CORNER N. T. S. CASE A LOT SDE 5' SIDE WALK �PA 5 R-10' R-10-10' 5 O s _ _ _ _•_._. 15 N P.A.F.L. rE PRIVATE STREET DETAIL 11311 TYPICAL BULGE N.T.S. SIDEWALK f 1.59 CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS. AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL AX A AND B. THE CASE OF CURB RAMPS USED IN BA RRINGTON POLE DETAIL A DO NOT HAVE TO BE THE SAME. CASE A °1 zM K!i ROAD SURFACES IMMEDIATELY ADJACENT TO AND FRONT ED WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT y s 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK OF SIDEW/ IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2' WARNING SURFACE THAT EXTENDS THE FULL WIDTH Y AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN 6" CASE B. OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" MADE CURB I MAX. 2%w 3. WHEN RAMP IS LOCATED IN CENTER OF CURB a RETURN, CROSSWALK CONFIGURATION MUST BE 1.5%YIN. w I.SS YIN O I 4. AS 517E CONDITIONS DICTATE, THE RETAINING a CURB SIDE AND THE FLARED SIDE OF THE CASE G 14%YNL Ci', 14% WN. POSITION. OTHER UTILITY FACIUDES WTHIN THE BOUNDARIES OF N X0.20' A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE O 95% REL DENSITY. STREET SECTION KAl SCALE: 1"=10' '} (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=44 CONCRETE IN IN PARKING AREAS (SE DETAIL 4 THIS SHEET) 9 DETAIL $11" 6" CONCRETE CURB N.T.S. AREA I WALK W STORM DRAIN UP CURB AND GUTTER LANDSCAPE CENTERLINE STORM DRAIN W 6' YANG SIDEWALK TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. NOTES: DETAIL " 2" TYPICAL CORNER N. T. S. CASE A LOT SDE 5' SIDE WALK �PA 5 R-10' R-10-10' 5 O s _ _ _ _•_._. 15 N P.A.F.L. rE PRIVATE STREET DETAIL 11311 TYPICAL BULGE N.T.S. SIDEWALK f 1.59 CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS. AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL AX A AND B. THE CASE OF CURB RAMPS USED IN BA RRINGTON POLE DETAIL A DO NOT HAVE TO BE THE SAME. CASE A °1 zM K!i ROAD SURFACES IMMEDIATELY ADJACENT TO AND FRONT ED WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT y s 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 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 AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN 6" CASE B. OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" MADE CURB RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB TYP RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. SIMILAR TO THAT SHOWN FOR DETAIL B. 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4. AS 517E CONDITIONS DICTATE, THE RETAINING a CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACIUDES WTHIN THE BOUNDARIES OF 51 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 RETAININ( WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY CURB ((B( 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. SIDES bF a W U � RAMP) 3 0 J > Q W .D 4-L �NNIN I\ SEE NOTE 9 �LAJ CASE F GUTTER FLOWLINE TOP OF RAMP\ I.4'-2�" MINI ROUNDED 7.5% MAX 1.5% MAX SEE NOTE 8 SECTION A -A Q 1.67" TO 2.3 " � � a CENTER TO TO ~ CENTER pO QO Qp SPACING� RAISED TRUNCATED gpSE DIA DOME PATTERN (IN-LINE) O O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP DETAIL "5" IN ACCORDANCE NTH 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 BA RRINGTON 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" MADE 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, "T", SHALL BE 4. AS 517E CONDITIONS DICTATE, THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTILITY FACIUDES WTHIN THE BOUNDARIES OF 51 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. 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 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. 'E LK )TH CONSTRUCTION NOTES: q)CONSTRUCT TYPE '9' CURB & GUTTER PER C.O.& STDST-1 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -6 INSTALL STREET SIN 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" N SHEET 4. O AND CONS6° REVEAL PER DTRUCT 6" E AILL "1* ON SH ET74TAL CURB HEIGHT © PARKING AREA 6' THICK CONCRETE- SE DETAIL "4" ON SHEET 4. OINSTALL W31(CA) SN & TYPE III BARRICADE. WITH N4-3 MARKER AT UNIT O BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIM REMOVE AND SALVAGE SN NTH CONSTRUCTION ON ADJACENT PHASE. O CONSTRUCT TYPICAL STREET CORNER - SE DETAIL '27 N SHEET 4. O CONSTRUCT TYPICAL STREET BULGE - SE DETAIL '3' N SHEET 4. TO CONSTRUCTS' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS N PROPOSED STD. ST -6. 2' PROPOSED A. C. PAVING SEE STREET CROSS SECTION a 6" CONCRETE CURB SEE DETAIL 1 2" 0.50' TWE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "4" PARKING AREA FLOWLINE N.T.S. SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE ISIZEI UGHT POST FIXTURE STERNBERG STERNBERG 14' BA RRINGTON POLE OLD TOWN 5214FP14 A850SRLE0 NOTE 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. 30" BASE SLAB C.O.B. ST -14 14"xTo" x3"a :HOR BOLTS (4) A" x18"x3" z ANCHOR BOLTS VERIFY ANCHOR BOLT LAYOUT WITH MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "6" SCALE: NONE Know what's below. 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