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Home My WebLink About6.1-1881 Revisiontillil 'I 11F1L 11Ilit I IN .I' 111 11 111L111 -1 It 1 I L a!1I IIfi ll d iIL II ,I all 1 j 11 I u I t.l` L 01"INTIL I_. _ VICINITY MAP N NOT TO SCALE KEY MAP i "=100, MATERIALS LIST DESCRIPTION 691 ASPHALT PAVEMENT 8CLASS Ii ASPHALT BASE 11 6CONCRETE CURB & GUTTER CONCRETE SIDEWALK DRIVE APPROACH STREET LIGHT 4 SANITARY SEWER MAIN 1 8'1 STORM DRAIN MAIN 2`I WATER MAIN DRAIN INLET TRAFFIC SIGNAL LOOP DETECTORS STRIPING AND SIGNAGE TRAFFIC CONTROL PULL BOX EROSION CONTROL/DUST CONTROL BM PS N CAI IJANTITY 95 127 312 2,026 2 1 67 77 80 1 1 1 30 1 1 TONS TONS LF SF EA EA LF LF LF EA LS LS DAYS EA LS N 1 09 & 1 1 7 BRUNDAGE LANE STREET IMPROVEMENT PLANS S In 20- 1 87 GENERAL NOTES 1. 24 HOUR INSPECTION NOTICE — PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUB--DIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL 4. STAMP A "C" INTO THE CURB FACE AT ALL MEDIAN ISLAND SLEEVE CROSSINGS. 5. BLUE RAISED PAVEMENT MARKERS INSTALLED IN STREETS AT ALL FIRE HYDRANT LOCATIONS PER FIRE DEPARTMENT REQUIREMENTS. 6. ANY ITEMS IN THE PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR THAT DO NOT MEET CURRENT CURRENT STANDARDS SHALL BE REPAIRED AND/OR IMPROVED TO CURRENT STANDARDS SHALL BE REPAIRED AND/OR IMPROVED TO CURRENT STANDARDS AS REQUIRED AND/OR IMPROVED TO CURRENT STANDARDS AS REQUIRED BY THE CITY ENGINEER. 7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT--OF—WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 8. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (81 1) 9. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 , EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 10. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009--DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. PROJECT INFO: PROJECT LOCATION: APN: 01 1-020-37 PROJECT OWNER: UNION, LLC. STE. 410 BENCHMARK: 109 & 117 BRUNDAGE LN BAKERSFIELD, CA 93304 011-020-30 & EVERGREEN—BRUNDAGE & EVERGREEN DEVCO, INC. 2390 EAST CAMELBACK RD. PHEONIX, AZ 85016 FOUND 2" BRASS CAP AT CENTERLINE OF "U" STREET AND BRUNDAGE. ELEVATION = 391.40' (NAVD 88) LEGEND PROPOSED CONCRETE PROPOSED PAVEMENT EXISTING CONCRETE EXISTING ELEVATION PROPOSED SLOPE EXISTING SLOPE SAW CUT COMPACTED NATIVE SUB —GRADE AGGREGATE BASE EP EX. EDGE OF PAVEMENT EX EXISTING FL FLOW LINE PED PEDESTRIAN ROW RIGHT OF WAY SW SIDEWALK CR CROWN ME MATCH EXISTING TC TOP OF CURB NUMBER BASIS OF BEARINGS. THE BEARING OF N 89' 00' 14" E FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 6, T.30S., R.28E., MDB&M. AS SHOWN ON CERTIFICATE OF ; COMPLIANCE, AS EVIDENCED BY DOCUMENT RECORDED JUNE 09, 1986 IN BOOK 5881, PAGE 630 OF OFFICIAL RECORDS, AND RE —RECORDED JULY 08, 1986 IN BOOK 5891, PAGE 1933 OF OFFICIAL RECORDS KERN COUNTY ENGINEER'S CERTIFICATE STATEMENT R V 1510A, S Rca C Min✓��a�l�vl.Y IZ�y��zl C hlhN Gff'r'S L DRTE �9��98 APPROVED: 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 THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THESE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. KHENG YING VANG R.C.E.# C-63824 [II m Z a F- W m !ry y z W� 2 r- 0 ator- M❑ NO JCL I9 ❑ 4m ❑ul t7 Z W C] r., ,. t� 01 W En .. Ln U �? OtiN J � Ln T d,❑ X NL Q N w _z U z W 0 z Ll :3 J to z � U z to Q > ul 0 z a J a w� z z aw J2 WWI w ao� o� z a Ion mF w - w FLL ul cl DATE: 9/2 5/2 Q 2 1 PROD. ENGR: LSV PROJ. MNGR: KYV PIREPARED FOR: KAYTLIN FOX EVERGEREEN DEVCO, DATE INC. 23910 E. CAMELBCACK RD. ST. 41 0 PHOENIX, AZ 85016 REVIEWED: �-- 9l3o 12.0 Z► TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED: ��/i�C.c_= ASSISTANT PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 APPROVED: ACTING PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 /0 " DATE Ib - I - Z� Z/ DATE Q9,4FESSI4Ngl FO ING W cl-`-ZozI NO. C-63824 CIVIL J,�lf Q �,� F CA SHEET NO. 3 1 / Yk I CITY RECORDS NUMBER: PROJECT NUMBER 2 0-0 2 1 V:\PRO.JECTS\2020\2020-021 BRUNDAGE\06-PRODUCTION PLANS\20-D21 STREET IMPROVEMENT PLAN.DWG W� 2 r- 0 ator- M❑ NO JCL I9 ❑ 4m ❑ul t7 Z W C] r., ,. t� 01 W En .. Ln U �? OtiN J � Ln T d,❑ X NL Q N w _z U z W 0 z Ll :3 J to z � U z to Q > ul 0 z a J a w� z z aw J2 WWI w ao� o� z a Ion mF w - w FLL ul cl DATE: 9/2 5/2 Q 2 1 PROD. ENGR: LSV PROJ. MNGR: KYV PIREPARED FOR: KAYTLIN FOX EVERGEREEN DEVCO, DATE INC. 23910 E. CAMELBCACK RD. ST. 41 0 PHOENIX, AZ 85016 REVIEWED: �-- 9l3o 12.0 Z► TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED: ��/i�C.c_= ASSISTANT PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 APPROVED: ACTING PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 /0 " DATE Ib - I - Z� Z/ DATE Q9,4FESSI4Ngl FO ING W cl-`-ZozI NO. C-63824 CIVIL J,�lf Q �,� F CA SHEET NO. 3 1 / Yk I CITY RECORDS NUMBER: PROJECT NUMBER 2 0-0 2 1 V:\PRO.JECTS\2020\2020-021 BRUNDAGE\06-PRODUCTION PLANS\20-D21 STREET IMPROVEMENT PLAN.DWG N w _z U z W 0 z Ll :3 J to z � U z to Q > ul 0 z a J a w� z z aw J2 WWI w ao� o� z a Ion mF w - w FLL ul cl DATE: 9/2 5/2 Q 2 1 PROD. ENGR: LSV PROJ. MNGR: KYV PIREPARED FOR: KAYTLIN FOX EVERGEREEN DEVCO, DATE INC. 23910 E. CAMELBCACK RD. ST. 41 0 PHOENIX, AZ 85016 REVIEWED: �-- 9l3o 12.0 Z► TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED: ��/i�C.c_= ASSISTANT PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 APPROVED: ACTING PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 /0 " DATE Ib - I - Z� Z/ DATE Q9,4FESSI4Ngl FO ING W cl-`-ZozI NO. C-63824 CIVIL J,�lf Q �,� F CA SHEET NO. 3 1 / Yk I CITY RECORDS NUMBER: PROJECT NUMBER 2 0-0 2 1 V:\PRO.JECTS\2020\2020-021 BRUNDAGE\06-PRODUCTION PLANS\20-D21 STREET IMPROVEMENT PLAN.DWG DATE: 9/2 5/2 Q 2 1 PROD. ENGR: LSV PROJ. MNGR: KYV PIREPARED FOR: KAYTLIN FOX EVERGEREEN DEVCO, DATE INC. 23910 E. CAMELBCACK RD. ST. 41 0 PHOENIX, AZ 85016 REVIEWED: �-- 9l3o 12.0 Z► TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED: ��/i�C.c_= ASSISTANT PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 APPROVED: ACTING PUBLIC WORKS DIRECTOR STUART PATTESON R.C.E.# 44898 /0 " DATE Ib - I - Z� Z/ DATE Q9,4FESSI4Ngl FO ING W cl-`-ZozI NO. C-63824 CIVIL J,�lf Q �,� F CA SHEET NO. 3 1 / Yk I CITY RECORDS NUMBER: PROJECT NUMBER 2 0-0 2 1 V:\PRO.JECTS\2020\2020-021 BRUNDAGE\06-PRODUCTION PLANS\20-D21 STREET IMPROVEMENT PLAN.DWG � � � � m 0,391.94 1. WORK SHALL BE DONE IN ACCORDANCE WITH THE 2018 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, INCLUDING ALL REVISIONS WITH EXCEPTION TO RSP A20A, RSP A20B. RSP A20C' AND RSP A20D. DETAIL 1 THROUGH 32 SHALL USE 4^VY|DE STRIPE, THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014 CALIFORNIA MUTCO), THE LATEST EDITION OF THE CITY OF FRESNO STANDARD SPECIFICATIONS AND OR/W|NGS, AND THE SPECIAL PROV|S|ONS, 2. THESE PLANS ARE ACCURATE FOR SIGNING AND STRIPING ONLY. 3. ALL SIGNS SHALL BE 3M-3930H|P TYPE |U 8c |V SERIES REFLECTIVE SHEETING AND BE COVERED WITH 1 16OA PREMIUM OVERLAY ANTI -GRAFFITI FILM OR AVERY DENN|SON T6500 SERIES REFLECTIVE SHEETING AND SHALL BE COVERED WITH AVERY DENN|SON DL1000ANT|-GRAFRT! OVERLAY FILM. 4. EXISTING STR|P|NO, SYMBOLS, LE0ENOS, AND MARKINGS TO BE REMOVED SHALL BE DONE BY WET SANDBLASTING. DRY SANDBLASTING MAY BE USED IN SELECTED AREAS ONLY WITH THE PERMISSION OF THE CITY TRAFFIC ENGINEER AND WITH THE APPROVAL OF THE AIR POLLUTION CONTROL DISTRICT. ALTERNATE METHODS OF REMOVAL REQUIRE APPROVAL OF THE CITY TRAFFIC ENQ|NEER, AFTER REMOVAL, SLURRY SEAL SHALL BE APPLIED TO THE AFFECTED AREAS. 5. WITH THE EXCEPTION OF BIKE LANE 3YM80LS, ALL STRIPING SHALL BE THERMOPLASTIC. @393.46 SSMH __ 15+00 -- -- __ ^�"��'~~~`~'^'.~~'.~~~,~,~.^~~~~,^ `,^ - ~ ~ `.` ~ ~ ~.` ~°° ~ ' ^ ` -- —~�== ==== ^ `^~ ` ~~^^^ ~_ ----- � ~ ~ ~ -------' -- —f------- -- --------�--�- �� ^ `'^~'`~`~^~^^^~~~ ---- ~�`~ `-'~`~~~.`~^ ~^~'`''~```~~'~'^````~°^~^^``~'~`°~`~`~1e�Uo`^~~~~`~~^~ .,, ,.. ,...,,^~~.,,.~..,.,., ~~~~-~,~,~,.~~. ~-.~,.~^.',, ~~ .,,,.,,~,.,.,,',.,-,,,^,~,,.~�'_, - ,.~~,~~~,,,.. ~,.,..~-~^.,.,,.~-,/~.~, `^~'^`~~°`~^`^~=�� .r.��.'.~,. `~~~..� `` ' .��,�� | . 12.09 STREET LIGHT LOCATION « STRIPING PLAN | � � � � ` Kmw vvh m- ben'..m.... Call digil 20 1 SCALE IN FEET _ 1 " == 2/7' m z o - m 5 bJ �� UO ~~ ~~ 0' ~~ ` \O M [] U N [j ^ ~J M *� O\ ~~ 01 �� U] L9 ' C~ * _ Cl �� -' �' kJ Cs ' ~� ~J ~ *� In ,~ �^ CD bd ~~ U� LJ ~~ ~~ �* 0Lf) O� UD ^ Om .J ~~ Li «� LL. PROJ. ENC@R: K_SV KYV 0 � � m E m a� w � � In LL O � F_ o PREPARED FOR: KAYTuw FOX E\/ERcaEFasEm oEvOo, INC. 2390 E. oAMELcac:Aowc RD. ST. 41 o U PHOENIX, AZ B501 5 � SHEET NO. 3 / :3 PROJECT NUMBER 20-021 CITY RECORDS NUMBER: