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HomeMy WebLinkAbout6.1-1787 Record DrawingLEGEND APN ASSESSORS PARCEL NUMBER GENERAL NOTES: BFV BACK FLOW VALVE CJ CONSTRUCTION JOINT 1. 24 HOUR INSPECTION NOTICE — PRIOR TO THE START OF ANY CWS CALIFORNIA WATER SERVICE PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEMO DEMOLISH SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE DRIVEWAY PLAN DI DRAIN INLET SECTION MAY BE NOTIFIED AT (805) 326-3049. EC ELECTRIC CABINET 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF EPB ELECTRIC PULL BOX BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK APN: 5 EXIST. EXISTING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. FL FLOW LINE UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED FS FINISH SURFACE INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S NG NATURAL GROUND ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY R/W RIGHT OF WAY SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. 12014 NOVARA AVENUE BAKERSFIELD CA. SIM SIMILAR 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) 1TC TOP OF CURB WORKING DAYS PRIOR TO CONSTRUCTION. TOE TOE OF SLOPE TOP TOP OF STRUCTURE 4. COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE TOS TOP OF SLOPE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. CENTER LINE THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 0 CONCRETE PAVEMENT Dcm FIRE HYDRANT 5. ANY ITEMS IN PUBLIC; RIGHT—OF—WAY THAT ARE DAMAGED OR DO 0 FOUND MONUMENT NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL t-- --r- GATE REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 7� HOSE BIBB 6. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF ® IRRIGATION CONTROL VALVE WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK /? PROPERTY LINE WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE QS SEWER MANHOLE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR © SEWER CLEAN OUT OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. —� SIGN 7. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL 0 TREE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF ® WATER VALVE INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL WM WATER METER PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS G(P) GAS LINE PAINTED AMENDED BY ORDER 2010-0006—DWQ) MUST BE FILED WITH THE Basis of Bearings E(P) ELECTRIC UNE PAINTED STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA OHE OVERHEAD ELECTRIC THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH ZONE 5. THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION SS(P) SANITARY SEWER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED Bench Mark SS(R) SANITARY SEWER LINE PER RECORD OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM2", ELEVATION SD(P) SANITARY SEWER LINE PAINTED NORMAL CONSTRUCTION HOURS. 362.92 FEET (NAND 88). SD(R) SANITARY SEWER LINE PER RECORD = —x —x —x — CHAIN LINK FENCE PROPERTY LINE INTERIOR LOT LINES RIGHT-OF-WAY — — — — — — — — EASEMENT LINE SETBACK LINE TE NIA tER RPE 4 e;r « j i f EXISTING BLOCK WALL} i I I w.:::—.... ._....M_ -- EXISTING SAWCUT AND REMOVE APPROX. SNOW RD BLOCK WALL 17 L.F. OF EXISTING CONCRETE sYSrsrsclmiulnc .✓: 1r� 1 � 3�' �.� ('?445 S MOW STRIP r r., AS REQUIRED `;� � ,fie., 1111 <r, s P<✓. N 2343368.76 NORRIS RD Ms�,y.3 /C6223204-00 OLIVER DR CONSTRUCT NEW 15' WIDE CONCRETE EL=376.59 -'`"f DRIVEWAY, T=6" WITH #5'S@12" EW, N 2343374.94 E 6223218.75 �' '� `� PROVIDE NEW 6" MOW STRIP EL=376.50 Q (RETAINING CURB) AS INDICATED J l j. a EXISTING POST TREATMENT BLOWOFF NORIEGA RD - W TREIE i 4 y4 �- NOTE: t ADJUST ALL VALVE BOXES, AND o vi METERS TO BE FLUSH WITH NEW ��� " a 3 CONCRETE, TYP N 43351.10 E 6223236.75 EL=373.99 � 0 o MATCH EXISTING Mv J SIDEWALK HAGEMAN RD N ` �( - x , 09 f S t E 6223224.06 EL=373.89 �j f, t E{ �5 i f i J 1 � w - `f 4 % °FLEL=373.90± J / b / ^' SAWCUT AND REMOVE EXISTING SIDEWALK AND CURB AND GUTTER. CONSTRUCT NEW CONCRETE DRIVE EL -373.80±',., 4, •. APPROACH AND CURB PER COB STD MATCH DETAIL ST -4.1 (MODIFIED TO OMIT Al EXISTING DOMES) SIDEWALK ,TRUNCATED -f" REMOVE AND REPLACE NOTE: ALL WORK WITHIN THE COB RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH ADOPTED COB STANDARDS AND THE PROVISIONS OF COB STREET AND/OR ENCROACHMENT PERMITS. i Kv1 1.«';?�' "'�'pnyK9Y :tea ,yMFii?ARY%/lLY'v�FNl/A� 1111... .., EXISTING CRACKED - ........."111,,1. ,._.__..... ......._..,,,� SIDEWALK AND GUTTER • �f 1111_._.. SSI PER COB STANDARDS (AS MARKED IN FIELD) N ......8.....9.'18'15" W-,4 E ........ .....,...,.... ...,,» ............. .»»».._..................»...»......... 1111... ».. 1111.._._-.��,,;:,__........ .«.». ........ ... FL EL=373.69± y MON, PER ^'s ! �"'1111. -•`, Al FACE OF CURB A2 FACE OF CURB C&G REPLACEMENT @ DRIVEWAY j� 4 `4 A = 30'23'56" A = 32'38'47" S `\A 1 1 SSa .11..1_.1.....,., S R = 42.00 R = 4 ....�-�-k-- , L = 22.28' L = 23.93' . �,Y ...�,., •--� 1111.. .»:_.»..�......_.,........�.....�..».. M, ENGINEER'S STATEMENT: SNOW RD DATE: HM. SNOW RD .AP �'4 V' PIAT SEM Site q�- sYSrsrsclmiulnc .✓: 1r� 1 � 3�' �.� ('?445 S 1 r r., �'� `;� � ,fie., 1111 <r, s P<✓. 1 NORRIS RD Ms�,y.3 OLIVER DR REINA RD 0 A P o `tt � Q /.'7`t AIN UW I'ENI(;`i. J l j. a o NORIEGA RD - W TREIE i 4 t °FLEL=373.90± J / b / ^' SAWCUT AND REMOVE EXISTING SIDEWALK AND CURB AND GUTTER. CONSTRUCT NEW CONCRETE DRIVE EL -373.80±',., 4, •. APPROACH AND CURB PER COB STD MATCH DETAIL ST -4.1 (MODIFIED TO OMIT Al EXISTING DOMES) SIDEWALK ,TRUNCATED -f" REMOVE AND REPLACE NOTE: ALL WORK WITHIN THE COB RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH ADOPTED COB STANDARDS AND THE PROVISIONS OF COB STREET AND/OR ENCROACHMENT PERMITS. i Kv1 1.«';?�' "'�'pnyK9Y :tea ,yMFii?ARY%/lLY'v�FNl/A� 1111... .., EXISTING CRACKED - ........."111,,1. ,._.__..... ......._..,,,� SIDEWALK AND GUTTER • �f 1111_._.. SSI PER COB STANDARDS (AS MARKED IN FIELD) N ......8.....9.'18'15" W-,4 E ........ .....,...,.... ...,,» ............. .»»».._..................»...»......... 1111... ».. 1111.._._-.��,,;:,__........ .«.». ........ ... FL EL=373.69± y MON, PER ^'s ! �"'1111. -•`, Al FACE OF CURB A2 FACE OF CURB C&G REPLACEMENT @ DRIVEWAY j� 4 `4 A = 30'23'56" A = 32'38'47" S `\A 1 1 SSa .11..1_.1.....,., S R = 42.00 R = 4 ....�-�-k-- , L = 22.28' L = 23.93' . �,Y ...�,., •--� 1111.. .»:_.»..�......_.,........�.....�..».. M, ENGINEER'S STATEMENT: GRAPHIC SCALE 10 0 5 10 FEET "Record Drawiny" QROFESS/0 GARS! z w rn No. C482,80 rri C, 9rF �F CAI.\ THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: DATE 1211 ,� APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 DATE oj REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER 12-11117 DATE (0 - I - I � � ? - CITY RECORDS NO. ENGINEERING DEPARTMENT REVISIONS: �r�.r,ry �u�r<irn..HiivEv SNOW RD DATE: HM. SNOW RD .AP PIAT SEM Site q�- sYSrsrsclmiulnc ❑ "AMON r—� OLIVER DR � I NORRIS RD OLIVER DR REINA RD 0 o o � Q J a o NORIEGA RD - W t z � o o vi o � a 3 '- z � 0 o � J HAGEMAN RD N � y � Vicinity Map GRAPHIC SCALE 10 0 5 10 FEET "Record Drawiny" QROFESS/0 GARS! z w rn No. C482,80 rri C, 9rF �F CAI.\ THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: DATE 1211 ,� APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 DATE oj REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE REVIEWED BY: TRAFFIC ENGINEER 12-11117 DATE (0 - I - I � � ? - CITY RECORDS NO. ENGINEERING DEPARTMENT REVISIONS: �r�.r,ry �u�r<irn..HiivEv DATE: HM. DINMON El .AP PIAT SEM sYSrsrsclmiulnc ❑ "AMON r—� smmImc � I PLAT SHEET NO.: SCALE: 1" = 10'-0" DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DISTRICT: BAKERSFIELD DATE: PROJECT II).: DRAWING NO.: C-01 SHT I OF 1 y y 0 I� y t N � y � � u vFT'� I v C I CD I Cn � M �° rV Q+ DISTRICT: BAKERSFIELD DATE: PROJECT II).: DRAWING NO.: C-01 SHT I OF 1