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Home My WebLink About1.2-6419 Ph 1 Revvim NOTE TO OWNER AND ml IL CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WELL BE 6jr- > mzit, � PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER � 14 ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE � +� THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY � d, GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD .HAVE Z Q BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE ° STAKING WORK. W IC2 IL q A hi SEWER AND STORM DRAIN I w o - N � Q w � � OJ i � J Q i U I i I I _ I L 24. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS ---OF -WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 25. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 26. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 27. PRIOR TO FINAL ACCEPTANCE ALL SANITARY SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 DEGREES IN ORDER TO VIEW AND RECORD THE TOP, BOTTOM, AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE DISTRICT'S INSPECTOR WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE DEVELOPER SHALL IMMEDIATELY NOTIFY THE DISTRICT OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND WRITTEN LOG WHICH INCLUDES THE STATIONING OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE DISTRICT PRIOR TO ACCEPTANCE. THE STATIONING ON THE VIDEO AND LOG SHALL BE BASED ON THE STATIONING OF THE APPROVED PLANS. AFTER ACCEPTANCE, THE VIDEO SHALL BECOME THE PROPERTY OF THE DISTRICT. THIS INSPECTION, AND ANY RE- INSPECTION SHALL BE AT THE SOLE EXPENSE OF THE DEVELOPER. MATERIALS LIST PHASE 1 _ /%'N'.0 .R.S.D. STD. SSMH 1` } i i ,OTE ENERAL_ N ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. N U LESS 2. CATCH BASINS TO BE TYPE "A' PER SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR 'WITHIN &+A20 LF 3. THE WORK PERFORMED: THE RIGHT --OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED i PRIOR TO ISSUANCE F A BUILDING PERMIT. D-13 CHAIN LINK GATES 2.- ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE SW -5 FRAMES & COVERS F R MANHOLES D -14 TYPE "A" CATCH BASIN REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY 732 LF I SA D-11 DRAINAGE BASIN ENGINEER i 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN D -18 TYPE "B" MANHOLE v ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. J z 4• PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH NORTH OF RIVER SANITARY DISTRICT NO.1 (N.O.R.S.D.) SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326 -3049) FOR TESTING AND INSPECTION. i 5: QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF W U 2. THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF. BE ALHAMBRA A -1254 OR APPROVED EQUAL CONFORMING TO 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOP ER /SUBDIVDER /CONTRACTOR. THE N.O.R.S.D. STANDARDS. CAST INTO THE TOP OF THE COVER SHALL BE THE LETTER DESIGNATION NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. : 7. WHERE PROPOSED IMPROVEMENTS CONNECT 00 EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO W CL 3. BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZ ONTAL AND VERTI A C L), SIZE AND TYPE OF THE - EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE ECCENTRIC MANHOLE CONES SHALL BE USED, WITH THE STRAIGHT VERTICAL SIDE POSITIONED THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. w 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF MANHOLES SHALL REQUIRE PRIOR APPROVAL BY N.O.R.S.D. _ DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE FOR CAST -IN -PLACE MANHOLE BASES, PLACEMENT OF REINFORCING BARS AND WATERSTOPS SHALL BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE APPROVED BY THE SEWER INSPECTOR CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER. FOR POSSIBLE DESIGN CHANGES. 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT THE LETTER "S" SHALL BE SCRIBED IN THE CURB DIRECTLY ABOVE EACH BUILDING SEWER LATERAL. UNDERGROUND SERVICES ALERT (1 --800- 227 -2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING 8. DROP MANHOLES, WHERE ALLOWED, SHALL UNDERGROUND FACILITIES. vim NOTE TO OWNER AND ml IL CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WELL BE 6jr- > mzit, � PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER � 14 ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE � +� THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY � d, GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD .HAVE Z Q BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE ° STAKING WORK. W IC2 IL q A hi SEWER AND STORM DRAIN I w o - N � Q w � � OJ i � J Q i U I i I I _ I L 24. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS ---OF -WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 25. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 26. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 27. PRIOR TO FINAL ACCEPTANCE ALL SANITARY SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 DEGREES IN ORDER TO VIEW AND RECORD THE TOP, BOTTOM, AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE DISTRICT'S INSPECTOR WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE DEVELOPER SHALL IMMEDIATELY NOTIFY THE DISTRICT OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND WRITTEN LOG WHICH INCLUDES THE STATIONING OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE DISTRICT PRIOR TO ACCEPTANCE. THE STATIONING ON THE VIDEO AND LOG SHALL BE BASED ON THE STATIONING OF THE APPROVED PLANS. AFTER ACCEPTANCE, THE VIDEO SHALL BECOME THE PROPERTY OF THE DISTRICT. THIS INSPECTION, AND ANY RE- INSPECTION SHALL BE AT THE SOLE EXPENSE OF THE DEVELOPER. MATERIALS LIST PHASE 1 _ /%'N'.0 .R.S.D. STD. SSMH STORM DRAIN NOTES 8" PVC 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS 7.777 1&;1 5 LF LSJ " SS LATERAL CITY STD. TYPE "B" UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. (.CATCH BASIN TYPE B 2. CATCH BASINS TO BE TYPE "A' PER CITY OF BAKERSFIELD STANDARD DETAIL D -14. &+A20 LF 3. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: U ST-6 PAVEMENT PATCHES D-13 CHAIN LINK GATES W /RGJ) 500 LF SW -5 FRAMES & COVERS F R MANHOLES D -14 TYPE "A" CATCH BASIN W /RGJ wow 732 LF I SA D-11 DRAINAGE BASIN D -16 GUTTER DEPRESSIONS �w U w D -12 CHAIN LINK FENCE D -18 TYPE "B" MANHOLE v SEWER NOTES J z co mr a: 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH NORTH OF RIVER SANITARY DISTRICT NO.1 (N.O.R.S.D.) z 06 n 0_ i STANDARD SPECIFICATIONS. 1 W U 2. MANHOLE FRAME AND COVERS SHALL BE ALHAMBRA A -1254 OR APPROVED EQUAL CONFORMING TO U W N.O.R.S.D. STANDARDS. CAST INTO THE TOP OF THE COVER SHALL BE THE LETTER DESIGNATION C� 0 " SEWER- NORSD" PER N.O.R.S.D. SHE T NO. S-11. W CL 3. MANHOLE STEPS ARE NOT ALLOWED. - 4. ECCENTRIC MANHOLE CONES SHALL BE USED, WITH THE STRAIGHT VERTICAL SIDE POSITIONED THE o OUTGOING SEWER. Of LL CL w 5. BUILDING SEWERS TERMINATING IN SEWER MANHOLES SHALL REQUIRE PRIOR APPROVAL BY N.O.R.S.D. _ 6. FOR CAST -IN -PLACE MANHOLE BASES, PLACEMENT OF REINFORCING BARS AND WATERSTOPS SHALL BE APPROVED BY THE SEWER INSPECTOR PRIOR TO POURING OF CONCRETE. THE USE OF PRE -CAST MANHOLE BASES WELL NOT BE ALLOWED. 7. THE LETTER "S" SHALL BE SCRIBED IN THE CURB DIRECTLY ABOVE EACH BUILDING SEWER LATERAL. 8. DROP MANHOLES, WHERE ALLOWED, SHALL CONFORM TO N.O.R.S.D. STANDARDS. 9. A REPRESENTATIVE OF THE N.O.R.S.D. SHALL BE NOTIFIED AT TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 3 9-6411. 10. PRIOR TO THE START OF ANY SEWER CONSTRUCTION, THE N.O.R.S.D. SHALL BE PROVIDED WITH TWO (2) SETS OF THE APPROVED PLANS, AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 11. ONE COMPLETE SET OF DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCT!ON. i 12. PRIOR TO COMMENCING CONSTRUCTIO14 WITHIN EXISTING PUBLIC ROAD RIGHT-OF-WAYS. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE APPROPRIATE GOVERNMENT AGENCY. 13. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE, INFILTRATION, AND BE CLEANED. ALL PIPING SHALL BE TEL VISION INSPECTED. 14. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT (U.S.A.) 3 DAYS PRIOR TO EXCAVATION 800 642 -2444. 15. SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES FROM WATER LINES. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED. AT PIPELINE CROSSINGS THE BOTTOM OF THE WATER LINE SHALL BE TWELVE INCHES OR MORE ABOVE THE TOP OF THE SEWER PIPE. 16. ALL PIPELINE TRENCHES SHALL BE B CKF ILED AND COMPACTED IN ACCORDANCE WITH N.O.R.S.D. SHEET NO. S -2. CONTRACTOR SHALL USE AGGREGATE FOR PIPE BEDDING. 17. HYDRO HAMMER OR SIMILAR HIGH EN RGY COMPACTION EQUIPMENT SHALL . -NOT BE USED FOR COMPACTING BACKFILL AROUND MANHOLES OR BAC <FILL WITHIN PIPELINE TRENCH. 18. SEWER MAINTENANCE AND INSPECTION SHALL BE DONE BY N.O.R.S.D. ( 661) 399-6411. 1 g• ALL CONSTRUCTION MATERIALS, DETOURS AND WASTE SHALL BE REMOVED FROM THE CONSTRUCTION C ON SITE AND ALL WASTE MATERIAL DISPOSED OF IN AN APPROVED DISPOSAL AREA. THE CONSTRUCTION SITE SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE. 20. SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) ASTM DESIGNATION D -3034 SDR 3530 INSTALLATION SHALL BE IN ACCORDANCN$E WITH N.O.R.S.D. AND ASTM STANDARDS. 21. ALL SEWER MANHOLE FRAMES AND C VERS WITHIN THE STREET RIGHT OF WAY TO BE ADJUSTED TO FINISHED GRADE PER N.O.R.S.D. SHE NO. S -1 1. 22. STANDARD `EWER MANHOLES SHALL CONFORM TO N.Q.R.S.D. SHEET N0. S -7. 23. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATIONS IS COMPLETED. THE RIGHT SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. vim NOTE TO OWNER AND ml IL CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WELL BE 6jr- > mzit, � PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER � 14 ANOTHER ENGINEERING AND /OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE � +� THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY � d, GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD .HAVE Z Q BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE ° STAKING WORK. W IC2 IL q A hi SEWER AND STORM DRAIN I w o - N � Q w � � OJ i � J Q i U I i I I _ I L 24. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS ---OF -WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 25. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 26. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 27. PRIOR TO FINAL ACCEPTANCE ALL SANITARY SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 DEGREES IN ORDER TO VIEW AND RECORD THE TOP, BOTTOM, AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE DISTRICT'S INSPECTOR WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE DEVELOPER SHALL IMMEDIATELY NOTIFY THE DISTRICT OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND WRITTEN LOG WHICH INCLUDES THE STATIONING OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE DISTRICT PRIOR TO ACCEPTANCE. THE STATIONING ON THE VIDEO AND LOG SHALL BE BASED ON THE STATIONING OF THE APPROVED PLANS. AFTER ACCEPTANCE, THE VIDEO SHALL BECOME THE PROPERTY OF THE DISTRICT. THIS INSPECTION, AND ANY RE- INSPECTION SHALL BE AT THE SOLE EXPENSE OF THE DEVELOPER. MATERIALS LIST PHASE 1 _ /%'N'.0 .R.S.D. STD. SSMH �{ EA A) 8" PVC SS PIPE 6. 7.777 1&;1 5 LF LSJ " SS LATERAL CITY STD. TYPE "B" SDMH (p EA ' r 0 X EA (.CATCH BASIN TYPE B CITY-sTQ. 18" SD 0 PIPE (RCP W /RGJ) &+A20 LF 24" S U 30" SD PIPE (RCP W /RGJ) 500 LF 3 D VIA PIPE RCP 14 W /RGJ wow 732 LF I SA PeviQOR A AlWiWgyr MI 07 ommomm MI w mommommommom� OMNI agars/ L.wnsV►w JR. DATE z R" a69986 (OcV. 6 - 30-03) MgIt1AN F. 5IMW, GML' 1NeER LMiL= RCFs $32178 CDCP. 12 -31- of A �- KEY MAP 200' of 200' SCALE: 1 "= 200' SHEET INDEX NTS REVIEWED BY: CITY OF BAKERSFIELD ----smmk-.m - - 04f &1I M / 07 A�SISVW PUBLIC WORKS DIRECTOR 13ATE PTY Arr BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR - CITY OF BAKERSFIELD DATE RAUL M. ROJAS, R.C.E. 39880 - EXP. 12 -31 -07 APPROVED BY: NORTH OF RIVER SANITARY DISTRICT N0. I, HEREBY APPROVE THESE PLANS AND SPECIFICATIONS AND ACKNOWLEDGE THAT THEY DO NOT COMPLY WITH THE CITY OF BAKERSFIELD ORINANACES, STANDARDS, AND DESIGN CRITERIA, AND THAT THE CITY SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR ANY OPERATION AND MAINTENANCE OF THE SEWER DUE TO ITS DESIGN. !STRICT MANAGER - DONALD 0. GLOVER VATLI : ,� ' OW� DISTRICT ENGINEER - RONALD G. ABRAHAM DATE R.C.E. 43769 EXP 6/30/07 No. 43769 Exp. 6 =39 -07 g t y a F C p 1. COVER SHEET 2. GALLOWAY DRIVE 2q, CALLOWPf CQI\le 3 TORTUGA DEL MAR DRIVE STA. 0 +60.62 -9 +87.39 4. TORTUGA DEL MAR, DRIV S 9+75.00-13+. 2.8 CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. AflFr4V VIFP g�/ ot2>/t__q 1 CA-rH F 9-1 tAE S• Lx) lc-- UA► -1S PAM 15 4- e CY P. 4p - 5o - I lAd ga"GC4 f A A14 Aff V - WALk) I� � 3zt ?S G�� 12�3t -ISM i CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY ST Rfi THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY 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 SHALL BE CORRECTED DURING CONSTRUCTION. LEGAL DESCRIPTION ALL OF LU 15 21, 22, 239 AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 1 �C Gi 4EER JR 00 a 008 s 0) -1,9 Q W � �c � U O , Q x & MAR AZUL WAY 5. qf5 LF RANCHO VIEJO DRIVE 6. ARENA BLANCA WAY 7. DETAILS 8. DETAILS CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -OF -WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER /SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. AflFr4V VIFP g�/ ot2>/t__q 1 CA-rH F 9-1 tAE S• Lx) lc-- UA► -1S PAM 15 4- e CY P. 4p - 5o - I lAd ga"GC4 f A A14 Aff V - WALk) I� � 3zt ?S G�� 12�3t -ISM i CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY ST Rfi THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. ENGINEERS CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY 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 SHALL BE CORRECTED DURING CONSTRUCTION. LEGAL DESCRIPTION ALL OF LU 15 21, 22, 239 AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 1 �C Gi 4EER JR 00 a 008 s 0) -1,9 Q W � �c � U O , Q x co co W Li ,,0 0 o� 0 H to z 0 0 00 � w � °D U W � � w m d0103 D ° Z w co �w U w mw v J z co mr a: CK ° W d.-o W z 06 n 0_ Z �w 0) CO. 1: Z Z W U � v� m Ld Z U W C� 0 - f uj � W CL o m Q o Of LL CL w Q --• o _ co CD� o0,In: W Li ,,0 0 o� 0 H Q Q ! '� z 0 0 00 � Z x 0 W^ 0 � °D :Do LA_ � Q ry re) W � � w m 0 V °o :D Q w Q ° m V) M �-.. t.� w co LIN I U w v 0 co mr a: CK ° W d.-o W z 06 n 0_ * r- m m 0) CO. 1: Z Z �M$ o��HWW � v� m 19 U W C� m z uj � o co W H � Z :5 om 0 V Z � co T 1i ui co mr a: CK ° W d.-o W z 06 n 0_ * r- m m 0) CO. 1: Z Z �M$ o��HWW � v� 0 19 c.) de :�: > L-%a I "I INTERSE&FIE)N SHOW- n i� t(oll a: w 0 E Lo 1 TOP (ol%NGREiTF+ WMIVMENT %1T TH6+ iNM GTIi%hJ OE' �(�I R�DAp AND PLOT DATE: OLVAIL �K PAAP ,ALSO iliC NW11i� 1/4 GORh1�R. 01F S�ClI[1N g 4,27 11/16/06 �i4TI ON % 401.061 W0; �iS JOB NO.: PAR Kt►S!2 U92, f%,2o% AM V4CT p�` osoo2� -0� �� r RNs" FILE NAME: 060026-01 -COV- BEFORE EXCAVATING SCALE: CALL USA NTs 1- 800- 227-2600 SHEET NO.: i 1 �OF 8. '. i� . . - I - I I � � � - - . � I I - . I - . � I . . - . 00% I - I . q GENERAL NOTES CONSTRUCTION NOTES I . LEGEND I � mwvm, mr.-A-Varm Afr OWA - I 1. ALL EXISTING MANHOLES & VALVE BOXES TO RTH OF RIVER BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE PREVIOUS "R" VALUE � 1�8&�mwzv�zm I GRADE AS NEEDED. 0- SANITARY DISTRICT STD. S-3 & S-4 I BW BACK OF SIDEWALK VP VENT PIPE STREET SIGN 0 - 'a. ... - . + . . ,..4., PROPOSED SIDEWALK 2. ALL STATIONING IS BASED ALONG CENTERLINE NHOLE PER NORTH OF RIVER SANITARY CB CATCH BASIN BVC BEGIN VERTICAL CURVE 4,w , UNLESS OTHERWISE NOTED. @ - DISTRICT STD. S- 7 & S- I I . CR EVC END VERTICAL CURB _c> STREET LIGHT ///////// EXISTING PAVEMENT . I I I C&G PVI POINT OF VERTICAL INTERSECTION 0 STORM DRAIN MANHOLE 0 . 3. DRIVEWAY SEPARATION = 8', PER CITY OF @ -INSTALL PIPELINE PER NORTH OF RIVER SANITARY DISTRICT STD. S-2 DEP DEPRESSION INV. INVERT BAKERSFIELD. INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-16 EP EDGE OF PAVEMENT p PAVEMENT 0 SEWER MANHOLE @ EXISTING SURVEY MONUMENT . 4. ALL CATCH BASIN OPFNINGS = 4' TYPICAL. @ - INSTALL DRAINAGE OUTLET PER CITY OF BAKERSFIELD STD. D-11 ECR TC CALTRANS STANDARD RAMP -041-- . DIRECTION OF GUTTER FLOW _______1 - ___ I - ___ 1 5. STANDARD SURVEY MONUMENT TO BE @ - (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION _0_�� CHAIN LINK FENCE _W_ EXISTING WATER LINE APMOve () Ry: - -1 NO - INSTALLED PER CITY STD. S-29. CONSTRUCT 60" DIAMETER STORM DRAIN MANHOLE FL FLOW LINE ss SANITARY SEWER . ..... . ..... - cm BLOCK WALL � . PZVISION-ME, ",------ (D - FTG FOOTING SSMH SANITARY SEWER MANHOLE WATER LINE I I . . @ - NHOLE TYPE 8 PER CITY OF BAKERSFIELD GV GATE VALVE S=0.0000 SLOPE, IN FOOT PER FOOT IG - GAS LINE m L 11 . STD. D- 1 8 & SW-5 . 1 6. PER CONDITIONS OF DEVELOPMENT SANITARY GB GRADE BREAK STA. STATION (@ " R" VALUE I 1 4 &01L� 5_/11/07 ., -INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW-2 HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN L � SEWER & STORM DRAINAGE IMPROVEMENTS (B I � � . I __wmmft%� I , AROPN-CY L. WILS(A-0a ,Y,P,. I VA' G ALONG CALLOWAY DRIVE FROM TRACT BOUNDARY . . . TO CIL ETCHART ROAD SHALL BE CONSTRUCTED 1 4. 1 QCe * 443138 (e?(P. 6-30- 013) ' . . . . ,, I . I & ASA. PARTOF PHASE 1. va 00%% � L I . sk . . . I 4 � ... . , - Q2 ... ' Old -_ � 6_41 . I ., �`,'. - 1) - L - I . LLL .: '-e ATE . L . . '� :L N., . 4'AV,. ,,, ILIEN _ . I . � L ,; W , IV '' ua 15 I , �1;p I 11 - 1-1 ��,:_, - I L:`I'�L P-C C- 4- 32.1-74 �15XP 12-31-0.) . , . L ., I . . -_ -_ - . --- I � - . A I I I , L I I I I L 24"O PVC SS & MANHOLES PER TRACT NO. . � . 6480 SEWER & STORM DRAIN PLANS. ADD STA. 144-20. 1 / 1.33' TO THE ELEVATIONS GIVEN IN THESE 1�0 . - , f BE-GIN IMPROVEMENTS EXISTING SSMH-2 - IN TALL PVC LINED INTERCEP PLANS TO MATCH ELEVATION GIVEN IN PLANS , - 1,U FOR TRACT 6419 STA: 15+34.06, 40.401T SSMH- 1A 1_@ EXISTING SSMH-3 I"" ___1% - - - __ , . 0 . - 5 & I- - ___ STA: 15+70.49, 40.40'LT STA: 19+42.06, 39.76'LT - (10 . - - - K __ -, 111�4 1 > NOO*52'26" E 482.74' f �" -.ft- -.A.- -.ft- 'es 1 40' 7 - I I �� - __ - ___ L __ NMI- . . I I I rf-I 1�1 -o*- 24"O PVC SS - NOO*52*26"E 408.00' + 71t!!� am I - - -I 40 1 . �u (-& � am -00 .94 ow I 9 C\) " STA. 15+ 75.33 _> 4% 24"O PVC SS w (Z) SOUTHBOUND OF . i I .ro �� CALLOW46WIVE CIL <�b FG 0 CL i ,V rl,_,� K&', �� i - __ - :�) c <�,�o �� <% C\� CALLOWAY DRIVE I FG @ CL Y(,51 Yd> 'k�>�� 00.'M 4% "I'l'"'I'll'"'I'll'll""I'��l� I CALLOWAY DRIVE i I I � �, */ .0 -.0 ,Z STA. 1+ ?3� rt-? I ' MIN. * 19,�, 'IQ rIL �&, rk?, ra. I &" RIM 397.60 1111,111 _.a�, 2 79 I .- 1-1--l.. 1-11. . 1.1. -.1- - XIIN 1.111, 11 �'&,, 11,1__., 11, - N�..�l 1z TORTUGA DEC'*AR DRIVE CIL > _> 6�> Y> ra, - I ffi*____� N. 11 . , X,,,.._.._,_ - _ I— � 11. I ... �- ___.,. " "'.."..._ ,-.-.. --.-,. -,-.- - - . - . . .... .--..-." 11 .. - , oej , `�,) . V %.� , Z�> * I �� RIM 396.90 2 5ry M I - -,,- _ __�__ _____ .... .. ... . I x 11 _ --..I'-..,- ---- --.-- . I � , * 7 - #I I .,,,,� -,.-. -.1-1. 1.11 .., 11 - ....., - -.1-- - - ---. - I—- 1. _ _ ,_ - 1 , 11. __ _ I ______ __ - .- ,.,. mommmm- . .1 _x - 1. X.--.'- ---------'- '--'-------- ', i9 111�11�) 7.5 1 - � 11 - .iw_, _.., . k- 1 00 6 1 0 . .-'-- X _ - ", _. ____ _ � - I L _ .- - - . � - .".- .- -,-. ,�� owl UL . I ,,,�,v , _�� 11 +__ � \ \rl .1 c� D - 1 9 0 c1% - 4 LANDSCAPED ISLAND UL � - \-(�� \ ,,,7. 's I I ,,, - _ - - 1 ,�.. I 11= � --- + o<\ � LANDSCAPED ISLAND . - /_ , -vow ," - Ilk - . 'N:\+ 1, L � . ��, . �, cf) \_ . - 11 - I.- I - \_...- ., _', " .11, 11 - I > 11 SSMH-2 I I -11 1. .. - .1 . .- I - _ N�, 6 . 1� SSMH-3 � _;� -, , _ - -.11 .. __ -.1 ---..- .-.,-,-. __ L- � - � �) ,.- � � _ I ,\ - - X1, - I � _,__ N---. _ .. ...... -, - - __ , �,__ . _. 1%, ", w EXISTING SSMH-2 ,/ ..... 1111, 1.1--.1. - 111 I _____,_.,.. .__1 I ;;;;:� EXISTING SSMH-3 I k�� I . _;_��_�r -- " - - _ ,;�r_ - --- - - k___ -_ _Tp - - _1 -,- -_ - --- -\..,-,. __ __ - I_ �_ -- - 1 ,11111____,___ .... � ... . .......... _. _' . ,Ilwa� (/) I ' . IIIIIIIIIIIIIIIIIIII _;1, / \ Illllliii 4 FROM TRACT 6480 .._1.1r'Z�L_ , .. _,,:�1_0p.__,,, � L ' __ __ . 4 -.1 - L -.--.-,-- AU.-.,. A I I L %,W, 1. _ ,._____._ -".-.--.-�.,-,-,,.,,......-"",�-,.,."�)��----".-L-"..� --- 1-l'-'--l- 9= ws"__1---_______ icall x I/ --- _____ .- - � .�Arll "' _____,.__ ________ - _ is -- ---\-/ -- - flyl _'\�'_Z_ - - r A I , _ ______,_.____._,__,____ .r .�-..---"--�-��----.-"-�-.--.-----.-..�.-,---.-.-.-�-. _________.__.,_,_ .---..-.---, - r_ - .. __ � . ," cm ___ LE!x_/__ - "T-1- ,�_ _ .. : - , 1._._,-,.,_1._ .... ,� - -.-- M! i ----..-.-42!-�--,--"-..-�--"-�- MTI , I -"%e 1.1.1- _G_ _ ' --0 , I - ! - - _-,,,j,,mbd, 13T 1111 , �,`,_, ly . _-, @ , ON r 48' e r., - new-_---!4 0 k.,/ _..___,_______ ______ -,.---,- �__, ______.1__'__ ....... .... __,___� _____ linvi- �?) Nw an _::W --- - �� .414 _ - + ry imammm- -1/10, L. - 1r1% __ __ --..-- 4�� To - I--. I rm MI. --\-,/ . CALLOWAY DRIVE STREET SECTION __ %I Al _1_-_______ ______�� . I .- _. :;� JQ �. . - 7�y��___ - yog JR - I __ . r* t'l ^. .d.^ I- ________ I STA: 15+70.48, 39.37' LT I STA:18+83.03, 39.37' LT -'J-- ' CL ,% t.,� �� I-,--- "�.��-.X�,6"-�.-.-�,.--,.-..--.--."� ....... --------- oft" CALLOWAY DRIVE STREET SECTION , , ( L'.1 6ox, 2' "', `3F,wo h3_.e81, - - wo. .. %-Ift-Tv. %. I __ 1-cl 9> r _1% I �.�, 31 �0 � � I - - ....... F -<S) ��> NW ,a - k.�l - w 1�p, 'A I' ul''.- - - /<5 . �,� IN* , . 4 r i ,,� . ........ 1 4-, ,</10 9F1 - - - �� Aa� - I c- , a I 12"10 1Qg2§ezcb ^ I /%- NTS - - - -_ I N,N.,"-- -----. - __. r/n - ..), - - __ I , wl - Ji" - . %__ % mumme"wm�-IN �E� _____ - �> - \ V -,-, A;4 alavm - k-0, -_ - r-I - -.w %., a- I %-, - F, __ *0;� - I 691 SA-1 __ - I . rh wa .6 . ,-.,#., , 40' of 40' i-rl 0 L, 6 ,1�0 - :1_0 T6$ _r, CIO I 0.R0 so _</yn,_%� ^ /IN) - N11 __ AJ NTS k�o,> �� - I i i to2N.004".. I\- I ML MM19 Z .(�n 0) r- � - �wffmmm� � mm� 11 11 - _� v - - 2 9 _> _ _ ____ _ I I Z I - $z_) 4=mmmmm=l M �, __- - - am - � _14 - ___ � � ;01 i= - X - Q, -,, � �ft -'- � im I - - - L - damm I- - - - x - I . / .---- - � mmm& � - -.1 - A _F..11.111.11.1.11..�_ 1111111�. C) - c" - - . .,.. an ftmvmmm� I wAmmummmm� � sommmommawsm am � ___._ - �_, � � ammommim� HORIZ. SCALE' 1 "� 40' r, ___ ____ __� ___ - - - Z -� �7== ___ 0 - -,m &.- V, __.. - . __ __ - __ -_ - . .-TI I Z � I � - - - - I - - wm1tmmrmmmn�_= I __�I \ -\C)- mum"K P1 10441 11 9� mo . W.' 1 1 VERT. SCALE: 1"= 2' rrf - - - Q'i ___ __ -------- -_ ___r . �� - K ap . - �� - , __ - IN - __ ___ � m I Z _ m , S_ ( ... ) _u semoi 1119+W . ,54k L rr,f_l P I . \ _=am" 15 rr? I ,/ , 9 TA. i 1 9 + .9 W19., 2- ZQ_ 36.ee,HT--w . . . I I --- -_ .0 %..,f . I I/ - ---------- ----. -__ I I L . � / 6 7 41' f L r I I 0 - -I- . - I 0 ;;u CB-B1 \ - - - . 1-7'_ 1 - 41 6&1)- - 0 0 0 � STA. 18+85.02., 48.00'RT ___@ \ \ I NORTHBOUND OF I- - - - - + I :L -1 - i 8' NORTHBOUND OF CALLOWAY DRIVE r N . el,� .T> FG @ CL .44 - TC I 81 . - I x i CALLOWAY DRIVE FG @ CL I TIC I . I N89*0734"W 49.00' 1 , 2 Yo MIN. --",,\I I LANDSCAPE 111111111111111111 ja 30' 1 IV. I I F ________*mft_ LANDSCAPE - I RIM 396.95 � *0*14� 11111111111 "**� 20 $ . . I 18"o RCP A I I - - 4 10or LOT 2- Z MIN. _________2ftm_ \ LOT . I I 0 of - mm� - i --- - I ADZ�M/AW/ - __� 5' . I OUTLET 2 1 1 mm_�� i I � I - - - . I I . I 1 7.5 - 1 7.5" WINNIN I r 0"24-�.Abul"am.w.mmm ___ - (,,� STA. 2+28.50 34.0'RT - __ I - - I STA. 18+85.02, 97.00'RT UL I SDMH_B1 I ,-Q - __ > __ STA. 2+30.34 34.01T I I LANDSCAPED ISLAND FL CL 31 1 1 CB-B1 " FL fwstc)t�J &. ARRzW5D e�, 4:� _,_� , I I I r . LANDSCAPED ISLAND (@/ I RETENTION BASIN I I I L % I I I I .. 111 N - LMTUGA __ r CALLOWAY DRIVE STREET SECTION CALLOWAY DRIVE STREET SECTION ,. ' I i 1 1"m - - __ -"- __ - ___ _ ��;- __ �'�IQAXt,,Z W( . IIIIIIII! MAR DRIVE STA: 18+85.02, 45.00' RT STA:18+90.22, 36.00' RT I . CAq�� KIC S - lot) ( U,11 AtVS N, 51�fE SEE SHE E T 6 NTS . NTS I . . ��*_L-1-5+bq �aw. (a,�0_1�-) . I . I . L - I . ,., I , / .. . - � Z� - % +,14 NOTE. I mwm__ft�_ ) 0 0 .L 0 1 �� f, -?. - Le [ 1 4----, . I � L - - %pl-w- . MANHOLE ELEVATIONS ARE BELOW FINISH GRADE AT CENTERLINE - . -_ I I . r .5 vATE ; . .1. M4 e p tlAw BASED ON THE SECTIONS AT THE SPECIFIC STATIONS SHOWN ABOVE. ee.f-,.v1r-:3-zj-jE3 (q(,p 12--2,;Hs-) r - . . I -- -- '' Lr. - L L I LL r _ ---. - - L I _______ - - - ______ - - �11 I , r r. r r _. -_ ____ - -Ift"wommomo- , , I ......... lo ... o ... 0�11,,,�� ! I I I I I I r __ --E i "i��_ 111*�� I I I I I I I I . I 11 ;! 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IN NORTHBOUND OF GALLOWAY DRIVE 81 RIM 396.20 TC LANDSCAPE - 2 9, MIN. __.�,. �� LOT 7.5.. CL OF SDMH -62 FL _ ... �/,,_._.,, �,..---- .�,.''�._,..�- M°-- _•��- ,��...� MEDIAN ve,' LANDSCAPED ISLAND GALLOWAY DRIVE STREET SECTION STA: 26 +54.97, 36.00' RT NTS r Cf!`t"024 �-lrc -5 • 0 111 A-M UkE W,4G7 t�'15'4-89 G C-5-4P cr i ., MANHOLE RIM JELEVATIO1 4 IS 0.10' LOWER JHAN FINI 3H G - r . AT"",C.c'Tcr�LtHE-r-,-. 17OR STAN ARD STREET SECI ION. t N..r, .... ». ... ........ ....... .............. 20 +00 GENERAL NOTES 1. ALL EXISTING MANHOLES 8c VALVE BOXES TO BE ADJUSTED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL. 5. STANDARD Si7rct/EY MONUMENT TO BE INSTALLED PER CITY STD. S -29. 6. PER CONDITIONS OF DEVELOPMENT, SANITARY SEWER &STORM DRAINAGE IMPROVEMENTS ALONG GALLOWAY DRIVE FROM TRACT BOUNDARY OTO C/L EfCHART ROAD SHALL BE CONSTRUCTED AS A PART OF PHASE t. N00'52'2 6" E, 263.23 "�t I,, R IVERA DEL SOL DRIVE SEE PHASE 2 - -- __ ----- - -.- - - - -- ----- ----- 4----- 4----- 4- - - -- - - -- - CONSTRUCTION NOTES OA - CONSTRUCT STANDARD HOUSE CONNECTION PER NORTH OF RIVER SANITARY DISTRICT STD. S -3 & S -4 OB - CONSTRUCT STANDARD MANHOLE PER NORTH OF RIVER SANITARY DISTRICT STD. S -7 & S -11 �C - INSTALL PIPELINE PER NORTH OF RIVER SANITARY DISTRICT STD. S -2 @-INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D -14 & D -16 OE - INSTALL DRAINAGE OUTLET PER CITY OF BAKERSFIELD STD. D -11 OF - CONSTRUCT 60" DIAMETER STORM DRAIN MANHOLE O - CONSTRUCT STANDARD MANHOLE TYPE B PER (;IT%' OF BAKERSFIELD STD. D -18 & SW -5 O - INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW -2 ---- 24:'0 PVC SS LEGEND BCR BEGIN CURB RETURN TP ........ _. ..... F v. _., ......, _.......,._.._ .... STORM DRAIN MANHOLE 00 Eftft BW S i VP VENT PIPE s � STREET SIGN Z ., MANHOLE RIM JELEVATIO1 4 IS 0.10' LOWER JHAN FINI 3H G - r . AT"",C.c'Tcr�LtHE-r-,-. 17OR STAN ARD STREET SECI ION. t N..r, .... ». ... ........ ....... .............. 20 +00 GENERAL NOTES 1. ALL EXISTING MANHOLES 8c VALVE BOXES TO BE ADJUSTED TO FINISH GRADE AS NEEDED. 2. ALL STATIONING IS BASED ALONG CENTERLINE UNLESS OTHERWISE NOTED. 3. DRIVEWAY SEPARATION = 8', PER CITY OF BAKERSFIELD. 4. ALL CATCH BASIN OPENINGS = 4' TYPICAL. 5. STANDARD Si7rct/EY MONUMENT TO BE INSTALLED PER CITY STD. S -29. 6. PER CONDITIONS OF DEVELOPMENT, SANITARY SEWER &STORM DRAINAGE IMPROVEMENTS ALONG GALLOWAY DRIVE FROM TRACT BOUNDARY OTO C/L EfCHART ROAD SHALL BE CONSTRUCTED AS A PART OF PHASE t. N00'52'2 6" E, 263.23 "�t I,, R IVERA DEL SOL DRIVE SEE PHASE 2 - -- __ ----- - -.- - - - -- ----- ----- 4----- 4----- 4- - - -- - - -- - CONSTRUCTION NOTES OA - CONSTRUCT STANDARD HOUSE CONNECTION PER NORTH OF RIVER SANITARY DISTRICT STD. S -3 & S -4 OB - CONSTRUCT STANDARD MANHOLE PER NORTH OF RIVER SANITARY DISTRICT STD. S -7 & S -11 �C - INSTALL PIPELINE PER NORTH OF RIVER SANITARY DISTRICT STD. S -2 @-INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D -14 & D -16 OE - INSTALL DRAINAGE OUTLET PER CITY OF BAKERSFIELD STD. D -11 OF - CONSTRUCT 60" DIAMETER STORM DRAIN MANHOLE O - CONSTRUCT STANDARD MANHOLE TYPE B PER (;IT%' OF BAKERSFIELD STD. D -18 & SW -5 O - INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW -2 ---- 24:'0 PVC SS LEGEND BCR BEGIN CURB RETURN TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE 00 PREVIOUS "R" VALUE BW BACK OF SIDEWALK VP VENT PIPE STREET SIGN Z Q CB CATCH BASIN BVC BEGIN VERTICAL CURVE Q 0 • �- ° :;' �:. PROP SIDEWALK PROPOSED CR CROWN OF ROAD EVC END VERTICAL CURB -O- STREET LIGHT % / / / / /// EXISTING PAVEMENT C &G CURB & GUTTER PVI POINT OF VERTICAL INTERSECTION O STORM DRAIN MANHOLE U PROPOSED SURVEY MONUMENT DEP DEPRESSION INV. INVERT 0 SEWER MANHOLE o�� EXISTING SURVEY MONUMENT EP EDGE OF PAVEMENT P PAVEMENT O (� 0 ECR END CURB RETURN TC TOP OF CURB CL V � CALTRANS STANDARD RAMP -•F- DIRECTION OF GUTTER FLOW (000.00) EXISTING ELEVATION 000.00 PROPOSED ELEVATION � to W EXISTING WATER LINE FL FLOW LINE SS SANITARY SEWER INK FENCE C HAIN L E CE 4„ J W FTG FOOTING SSMH SANITARY SEWER MANHOLE ........... WATER LINE Q BLOCK WALL GV GATE VALVE S= 0.0000 SLOPE, IN FOOT PER FOOT G GAS LINE D JUNCTION BOX GB GRADE BREAK STA. STATION 00 "R" VALUE HWCP HEAVY WALL CONCRETE PIPE SD STORM DRAIN DO DEL REY COURT SEE PHASE 2 b L L -- ----- . . ........ .....0 r f RIM 96.32 0.00 .... ,, t .. i • �� t ... .. .., ,.. , .. ... ....... .. ... .... _ .... .... ,.. ,.. _ .. ^.. �....v_, w�._ � ..w_,rv.r_.µ��......._�......v. w..�... �....� 11A ..��....� .�_..�...,. _..�.....__�....� w _.�.�.�._. .... v..�...._ .... Y...�...._ . v..w_. _ _�..r,�..._..___.r........M... _ _..._. �,.�..... _._�..._ ..._... ..v v ........ _. �.. _...............w�.,.__w...__.. r I. 8 RCP S � � � INV I ti: 141 38�. 2 tV I 1� � • 3�• Z ..�..�..r�..w.�.,.,.. � ..r v�._ ... w . _ r .., ..... .� � � �..� � �..�w �...�._�..._a..w.�.� v._v w .. u.. .... _ ...�..v_... ,... .Y...N ....v�_....,....�.._..__.s INSTALL SSMH-5 STA. 22 +05. 3, 39.3 'LT RIM 395.70 ,. RIM (396.27) INV 8 383.80 2 0 PVC SS INV 24 N& (382.7 INV 24" N &S 38 .84 EXITING 26.23 LF 44O PVC, SS 0 1= 0.0007 21 +00 22 +00 - �----- I EXISTING 529.30 1 LF 24 *01 PVC SS I @ S= 0.9004 23+00 24 +00 25 +00 EXISTING I GRADE FINISH qRADE AT CENIIERLINE �i n ETCHART ROAD SEE PHASE 2 k. INSI ALL CB- 33 STA. 26+70.001 64.0 'RT RIM 395.20 I EXi TING SS H -6 STA. 27 +34 83, 39.3 71T INV 24" N& (382.9 ) INV 12" E 83.52) INV 12" W 383.53) 26 +00 27 +00 d 0 ry U H W J U 26.37' 2--1 SOUTHBOUND OF CALLOWAY DRIVE RIM 396.32 r_ 2 o MIN. _ 7.5" LANDSCAPED ISLAND E DIA MEAN SSMH -5 INTERCEPT SSMH TO SEWER PIPE FROM TRACT 6480 CALLOWAY DRIVE STREET SECTION STA: 24 +98.47, 39.37' LT NTS 2' 73' NORTHBOUND OF GALLOWAY DRIVE 81 RIM 395.62 TC LANDSCAPE - 2 %MIN. _._� - -� LOT 77 ----- 4 � MIN. --------- 7.5.. -OF SDMH -83 :DIAN FL LANDSCAPED ISLAND GALLOWAY DRIVE STREET SECTION STA: 24 +76.67, 36.00' RT NTS NOTE: MANHOLE ELEVATIONS ARE BELOW FINISH GRADE AT CENTERLINE BASED ON THE SECTIONS AT THE SPECIFIC STATIONS SHOWN ABOVE. muoll�.i'- LF 8 "� PVC SS � � S -0. 035 _ INSTAL 151.08 IN30TALL S MH -5 E S A. 24 +9 .479 39. 7'LT STUB PLUG OR ...39:. ..�..:TV.........,. .........EUT MM_ Tll, IN 8" E 83.80 STA. 25+09.38t 111.32' IN 24" N S 38284 INV 8" W 384.314 \NEER .� � ' JR b, co ge J > �i Oa. 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V=40' VERT. 1" =28 1 SHEET NO.: khmm 3 ROF 8 1 01-1-1 -11[4 / i V) w mi D :z N z D 0 06 0 U) co) Tm UJ W � � 0 a a'' 0 Li- cl) Z od <� cl) Z T� n Z z w ��$ wv (L ui w Z oc� z Z Lo to V) Lij cl Ludl \tAEER SJR di 001 00 vo I -1 4 ci Z m 0 > LLI 0 ry LLJ 0- 0- < c) �3 3 00 00 ff) 0) Lj 0 rl� Z w :D m z 0 Ld Z 0 0 0 ix ry n C:) 00 pq 0) '-d- C:) to :2 M LJ C7) C) 0 C) I I ,* T,-- CL (-) (p Q0 0 c� 00 00 Z x c) ui C) 0 L— D of W L.Lj ry `-' C? m 0 L-- � x C:) :D < W C) 4 C m W co m cr- < z CL uj cr- CL cy- L 0 , co w mi D N z D 06 0 U co) Tm UJ W � � 0 a a'' 0 Li- cl) Z od <� cl) Z T� n Z z w ��$ wv (L ui w Z oc� cl) Z Lo to PLOT DATE: 11/16/06 JOB NO.: 060026-06 FILE NAME: 060026-04-T.V.&M.A-SSSD SCALE: HORIZ. 1"=40@ VERT. 1 to =20 1 SHEET NO.: 4 OF 8 LA t at U) z D 0 0 w 0 > 0 U) X () �Q a: a ac 0 LL. m acl) z od ll� I- ()) Z U.j � w 0) 0 w C-4 C) 00 CO an W w Ld Z 2% * W 0 1.0 0 U) z U-) z CL w Zi 0) Lo cM. > co C) (n LLJ m LLJ F- \VAEER con co N � J LAJ 0 C.) 5� be -I'. ` W I 03S 2� 1-00 0194t Ld (3 rr; 71' r1i w Z ry D Ld M z V Z LLI z -7) no 0 Q:� ry n > 0 LLJ CL WREN. < T- o 00 r-- CY) c)) (D 0 ()0 00 X C) ul 0 U- CO < 0 (o ZD m LJ Lj x C) C:) ::D < Lli <t LLJ (n m N, LLJ r m C-) Li m r) z LLj CL w L co W z D 0 w 0 > 0 cl) X () �Q a: a ac 0 LL. m acl) z od ll� I- ()) Z n z w 0) 0 w C-4 C) 00 CO an W w Ld Z 2% * W 0 1.0 0 U) z U-) CL w Zi 0) Lo cM. > co PLOT DATE: 11/16/06 JOB NO.: 060026-06 Fl LE NAME: 060026-05-R.VIEJO-SSSD SCALE: HORIZ. 1" =40' VERT. 1 =2' SHEET NO.: 5 OF 8 00 co �J 008 O > O a V Z 1038 E 00 00 n rn co w U CC to Cn U U W tD CL 00 00 O � p Z Z �r y Y X 0 W^ p if W cfl Q m :D W m W o a w Q W rn m �-- Z U �C U ,Z J W m U Q >- F- W U 5-: m Q Z W LLI CL Q L co) O� w CL ww m to) O In LL- co) o � Z od W O > lui E w O (o .::. 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I I I i� cam".7. oram, or L anro~, V"arinwIt 'of Tpons - I I . ; I � .-k ;,T Viortation", current edition, and the following [Z-5, (min) - - , . . . . I . I I . I . I . . . . . . . . . I . I � . . I %� � . 1 � . . I . . . . . V- . - - I I ___ � . I . .. � . . �, I I I I I I I � . .1 . I � Y. I . .. .1 . I I . . � I - I I I . I . I � � -- -- . � . � I . . ., -.%- I � � � � � . � .. � I I "y I � .. I . . . � I . . I . . . � . � w,, * i -- - . . . I . I � I . . . � I . I . I . . . . I A .0 I 11 I . . 1. . I . I I : / . $ 1 1 . . . � . I I All *meway I*co.*1&V " $Ub�rrj Io dp~ ,* - I � � I I I . � . I '"""I ** - - - - General Notes: . I . .1 . ; . . 4 f; . . - - . . ... I � I I .1. . � . I . I . . I . . . I � . Me 7rothe Authoirity vW 0,�, Eillpirwr. lf'caawflofta - � - __1 ''.. - -M - 1-40. C'0.,bi,W,.,, . I I I � . I . I 1. . I . . I . . __",M_,�� I - - I . � I . . � * � .. . . . SADWOWn I � __.- 11 11 � . I.. : I , I . . � � . . . I . . . i I I . , V I . I I .. I : . �1 : I . .11 . * . I I . . . . . I I I � , . I I I . � . I �, I SA*Wd*") i I . . . .1 . . I I . / . . .1 .. . . . .. � . 1'1�1 - . � . - . I I . � . . I . I . � . I I . . . N7 &I"ravy rdwskuction shvil'be, A&M,wid in I . I . . � . : . �-.� - gp� �,r . � � . � . , ... � I .;.� , 11 I IF . . � � . I . �. � I . . _�� , � : . 1�__,____r� 11 � . I . I . I � . I . � _ - - - street or aft ,r#AM$ I . . _�____ - . . . .. I I . "I . I , I I .1 � I 7-- - . , " I.. . � I 4 �)Ow Z , .... 491bord* prepairwiva stwfl be consimcted true � .-Svpm. ,i,o1*J1 - .1 ----- .1 91i . . I - -r . I I - I I . . � -9z_ - � . � . . . , .1 - . � J V gr0* Moi CIOSS $W10fit - --- ______ . . . .. �. . _T7 . � . � � . . . � . *'/)* C011111000100 Of I - - .. 111111111111111111- "I I . � � . I 1r, -i � � k , I I I I 1. I I I � . . . . I . 0 1 --- I � I I � . I Z _4 . ., � . I I I � . � I I � I . I . 1.1 I Q'I tw* I , I . � . . . . _90Z to a dwotb of O.-V feet . 1 13 ANO I � . . � � I I � � � I I . ,� ,%- , . . ",�, 11 � . - I - � l In- V, _1--T,ftW_/ Curb . .. . I . I I EAPPOmm iJiW-1 11 I . � _ : I &* - n0or -0 t .... I .1 � .1 � . . � . I., . I . . . � . A l, w3 I J. i . I I f. . I � . I � I I � . 1. I � . I � I . . I � . . I � . . . . . . . . cmorete sor#// 'be Class sea f5 ;vc*) ltd - SAVI/ . V Ctu-f I * _ . I . . . I I I . . � . I . . � . I . I . . I Avi'# 0 JAMW AiletweOn ,?-I/, Ond 5-AoT. A-*1 ,� I . . I . I � 1. .. � I 11 .. � I � . ... . . � I ,� I 1. . �. � - LA, 4,%jir0,d, � �. . �.� I � � . 1. I I I .1 .P X . . .. . I . . I I I . I . ...� � . cofteYwe ~/ rwwao no diowtim u0*55 prior PLAN . - . I � � I.. � . .. Orhttfft WrOirg/ is obtomed from the City � I � . I I . . . . I .11 .. 11 . . � . . � I I . . . . � � I I I I I � .. . � � I . . . I � . � � Eftollow. I . . . . � I . . � . I . I . I � � . Cawrere 00/1 of cured wilb 0 WbJ*'#_p,0~,*di . ____ )riv. - 049* Of Ubge-1- 11 11 . Top Of cart . . � � � . I .... . � . � � I � I . . � I . . I . . . . I . I curing com~d comp*ifiq to section .90-701,6 Ir ------I-- - - I I I I I � I . I . . . . . .... � 11 I . . . . I I I.. � I . I . I 7 . I . . I � I . I I � � � I 1. I . . I � . � . � . . I *A&#& 3KWN- - I . . I .11 . � . . I . - , I I I of #)* stow" specitieditions. 441r_ � I 0 6' G" , . 6�'_..OW . . I I � � - . . . . I . . � Im �_-�7 � . - 9� __4 � I I I . 1. . � I I : . � . � . � . � I . I . I I . I . . � . I . . I . � . . I I . r---------- i_'1!V.i__ )7------ ------_To I .. . I . � . . I . . I . I I I � � 1 f, 1 a . I I �. . i . . � � .. . : - I . . . . . � I 0 I . I . I I . I . , I I I . . ... I '" I . � . I I . I . . I I . . W � . . srorhop Of Concrete 00// be 0 0*04PI'lum Of 1/8, wWFrWVff V, A0&r&P-- . . 1. . . . . . I.. .. . I... I . � � 11 . � 't � . Lv4l Lino*-m. - �6; � I I r- 2 I . . .. ky depth With 0 scored hat In /100 Wth and - I I � . . .. 1. . . � � . I I I � � � . I . I I I . I . . . I . � . . I , ,-,I- --.--:-.-,, R-EVA770N . . I � . . . . .-LL . � . . . oaromili/ to the Doc* of tl)e curp. I . � 1. I � . . . . I � � . . I . . I . . . . . I I . � I . . . � . . I I � � 1 ; _1� � � I I . . . . . . I . � . - I . - � .1 . . . . . I . � I . . I � . I I � � . I I . . . . I , &AW060 JVAW filmir material sho// consist of -t .. I.. . . . I I . . � � �. � I I . .. I . . . I 01 - I . � . . � ArOfOfMdid StfiPS Of 0 dJra&#, M40117t OW"ROUnd. . . � � . I . � � 'hh, . � I . ��. . � . .. I . . �. I I .. I . I . . . ..� . I �� I . - -1 - I I . . I . . � . I . . . � I _ . I I 1. . . . � . . . I . : . Sid"dard sid1lPWO& . . I . . . � I I . . . � I . . I I . I I � . I I . . - � . . I . . . . . . I I . � . All eirisfing ewerete CUM, gwft-, WW SnAlitil,oAk COM&MVidiff S4~0 -9 I I I .1 � .. . . . . I � . . . I I � I I . I I .. : I I . ,� � I . � �. . � ,� . . � L, - I . I 11 . 1. . I . . . .. . . . I . .. I . I I . � . I I . . I - � I �. I ... i. � I � . � I I . . . . deross ft fwf of ony propoird &Iii-eviltye J*,Wj 41 - ; It I.. I.. I -A � �__ - i - � . I I . I . � I 1. =. A I I . I I - - � � � I ... � . I - I . . . I I . . . . be sowcut aid removed - ,; - 51 fnoi7 ; %� I I : . . . I � . . . .. . . I � . � -----.-------�-,------.----.---� � . � I I . . , . I& I I I .. .� . I � . . I I . . � � I . . � . . . a. . 11 I . . . I � . . � ,.- J A%* AV �Ooif -., - , -, ! 4 I . I . I . . .. I � I I . � . . . 1: I �. .� . . I I I . ,r.oftv Po"Ownt $ho// be sowcul, and removed Artll� . . . �..., I . . . I I .. I . I . I I . . . � I . I � . . L;- , -2,L.; I - .� . . . . � . � 11 . . . . � .� -ERAL N1_'Y7[S - I I.. 11- .1. �� . . - , "I- 131Z 110 I . I � . . I I I CZ 6-4 1 . � . 0 mininlitim of '? feet from me edge Of the .*-.-i-"r . . .. . . I � I . . � . . I . . . . .. I . � I � . �. I . I.. I . . . � . . I Z.- . . . . ... .. . glitter except when the City Engineer has V!i � . . I I I I .. ' W - . I . . .. . approved . � � � I A I k oot a f I . Me pouring of a new gutter against ttv � 1, k . ff� thrJ11 it 0 t i fewm- -k�., thir- J,7JPP1k7t3b4Q ts et u � . I . . . : . � � � I . . I Z � . I . I � � . � . . . . . I I . . � � , . � . � I I � ; I . � . . � � � � . . I . . � . ., - r0itl,va "Stanaano - 64 o, e C i V! i-, , • I : exposed edge of the existing pave,meirl. � � � I . . the; isr�ecihc�m_tjmns ,ft . c,tJor.5; ,, I .. SEMON A-A I . � . . . . I , . . . � � , I I . I I . I . . � � � I , I r... . . . I .. � I .1 . . . . . I 51-M,�! of 476.fVr lip n- , _Tr� It" I I . . . -1 T4 .. k, * p, A) .eril � . - . I . . I - . ...r t F'e� -.01 '' jr'i piariatbp I . . I . . I . � � I . . . I Pavement aotch#,!q SAO// conform to city . . I C14r,rqn! 4;---10-�Or . I 1. I I . . . I . � . . � . .. stondarc, S -6. � � . I . (?a . . , . 2 -, 'W"a - I _0 or, �. -14:11 L � . I . 1�., - Z�', t� g! . r-i"t"ornwt! �t-e, ,,,I n r ;trcir%s,7 ., . . . . I 1. - It R, -; o�o rc.w 'i I . I . � ,I I � I . . � I . I . � � ,. . I - , . � . I . . . � . . � I I -n t t ,� * . . . -h requirm, tin s, �,V ; ulAowo 50A_6+jC,;3,tiCn%., . . A ,oermit lor drivew47 . . . . � � . I . I t * �, � .. � ,p Construction $tlaq bt Budder for now, remodeled; or expanaeor twildlftgs as set forth in I .. I . � . � I . . .. I I � � �S . I � I ottained from the Department of Pub//C Wor*s Obooler Z40.010 of the hPoltersheld municiool Code $/,al/ provide I . I 1. . . � I I I . � . I � � ... . I . . . I I � � I . � . I . . . 1. . .1 I . . ,� I . I . . � I I I I � � I . . . . . �. I . I . I . . I . � . . � , ��, ; .s A prior to start of moral. concrete driveway opprooches according to this standard drow."179. I I . I .. .. � Such driveway opprocches Shall be it) eXiStOnCe or bove jhej�- t,�'w) tm-P.'n 1`,:: th g rqrq,�jiFVP*p_ ,�;,- e, 4,.,e 'j"fe , rd, I 5 �r d . ,,,,I , - - - ,r_ ,f (; _ � .,;*. . I I I I . , I I . � . I � : - - , I . . I I � Faithful peformonce guarantee (cosh or omd) construction guaranteed by cash, certified ctk*ck, or corporate � . . , . . � � � I I . . 5- s,2jf,ko'1:rJ15__M9, 11 � . I � . I � � I � . I � . . . . . . . I . . May/ he required wim all,drIvewaypermils, I I . . I I 1. � . � I. . . I . . � I . I I . . � I I I � . I . surety bond approved Dy Me City Attorney as i condition to I I . . I I � . . � I . . . � I � . I I � . � . � . . ' b' I . . fin dl OPPf0val Ono OcCeDtOP-Cf by t,�& CAW Skidding Ins,pector I . .. I . I I I 1 4, -,Irp;tq�yti-- - � 'A - o - -fiy,cta - - I I , - _� kaf e. J t 5.1 ;i � . I . . C4;n � .f k . ie ,onm! t KJ r, i %�,,� - Existing di►lveways May be sawcu 1, and widened of � . , I I I � r --ew.l' 301 ��N - - for OcCuPoncy to the building or pro,oerty, . I � . .� � � � . � � � . � 1 _344., � '� I � . . � � on " side subject to approval by Ift teat. 07C . . � . . . . : Q P , 01 0"P. &� 1,4- I 6"y , . . I . I . . � . I I outtlority and City Engineer. . REIV/4125ED JUL '81 . I "*OVA . I I . --- - . - __1111111111111111111-- I . . . IAWSHP~ 01, Tres I I °r "r"." 0&" I . I Oct 2,?, W" � I I . I I . I . � � . ..� . . I � � . I . . I I . � I . . . I I . I � � . I . . � I I W � I . - STANDARD - . .� . � � I 11 I... I . I ... �. . � I - WE . 1. P. W� I � � October ,V & . . . � � . � . I � I .1 I . . - " 8"W" I., � � I . � I I � . . . I I � .. . . � �. � . I I . . . . I I � . I I . . , K. *t001 � .� . � . I ...� � . . ... I . � � I � CINSS :GLTTTER . - . . I I I � RESIDENCE *1111011111110111 _1_4� Z %_1 A. L. Mot- . I . I . - . � ... . . � I � . � I I . . � � i� qLA '*9fif ; . . . . 1. 11 � I L L . . I .111. I �. or ] I . . f ) er" awaft i I V E WAY SCAL" . � � L .. 11 . . . I .11 I � L . . . L � . I., . . . . . . C 1.�, . .KM ELL� I . I . L . I - . . L . - ftne I L . . IL . . L I . . . . I * . L . . . . L I . L WNW I . L L 1. I I L L ... I . I . . A � � L � IRN' "Poew" - - . . I . 0 1 . I . . . I . LX - CAL-1-Fl, A . L I . �J Agj6r I . . . . I I I . .1 I I IL I I I I i I I I , I I . ELD . .- 101101114111100 0 " . I I CITY OF BAKERSFIF 0 . : ... I., . .., I L � I L I 1, . . � . � aRaii. . . + � ....- L M�10111111111 � . . N I I - � . L . . . I 1. I . . I . I . . I I I . I . L . . . I . . . . . . � I CALIFORNIA L*& I . � I L L . . I I I L � L � . L L L I . I . I I I ,:. . L . . .. - 1. I . .L.. . : _$"r,_,,1" .L � �4 S 4+ 1 L a . . . . I. . I I . � . I I., � . L I I I . I . 1. I I I LL I L 1. .1 I L I '.. L.. . . I :M&--f&� er" *- ZW VENGINEERING ENGINEERING _IN_ G - 0_1_ 1 PAXTME- NT . L L � . . I r- y 1_. I _10'- I ?_ I ! � , ...'�_ . I . 1\ ',1. V . Boo" W Top ftwillnor - I 51ir 0.0. .. ! , Gimir. NO*. 2.2? a/ ftiet . �,I, .41- I . I , A ! Post Liao Put 2i " " ... I . . . . . � .. . I I I � � I .. . 1. �.. .. ... .1 � .. .11 � � 1. I �. I I � � .... . lip .. i I � I .11.�.. - � I � 4 ... ... .. ,� 1. . 1 . - �. � ... . I ,� .1 I..'', �_ 11 I . .. I � . � � . .�..d 11 � I I . . 1. �� ... . , . I 1. .1 .. . # - � .1. I . � . I 1. . I.. . .. � . 11 31 . . . 11 F. !. .. .1 I . .. - M . . I - - - 1--4 I I t %_ I . I I , •Te"Wo wk* * ? Go. cAk Cast sor" ; I I ! If - I I I . . . . I . • . I . . * . . I , . 0 . . . . . • Clow "Ir PC. , * *** 70 - I 11 . I . . I � I .11 I . I I . I . . . . , . I . � .... . �k; � . lr-.j?� $ , 11.11 I .. � I . � � . . . I , "... �. . . 1. 4 . I I . �. . . . . . 1.11 I I . ., � . . ... ... .� . I I . - . . Comiliells - - - - . . . .. M . U! i . T � . , . .0 I I 1 1111M I . :_15yandardt Si sio�-We*-. . / . . • .1 , I // . le X . �V , d, I " I .. 11111 . . , Dr.,, I '. . . I . ..1. . '.' , '/ - I . . . ,/ / / ,'^Z 'I / "I",/ A:AH 1� ♦ I . , , . . .. I � I _;_ L, I I . 1. . . I . . . I �11 I .1. . I . . . � ". � I I I � I . . . ... . . . � . I . . I � ttLii . . Ig N .. I . I . 1. . I .� .. , . . I I � I � . - I I I 0. . * • __ __ I- -A- 0. . . . 0 • . ----�_ , ! I , * . . . . . + 8 0 , Closs*e" PC. Cone. .0 0 -Clow"a" PC. Cone. V . , . . . • • , • _;1 _� a -� Within City parks, a 6" thick x 9" wide curb shall be used. i I Bock edge of d&r,ve , to be an I **. I additives unless prior written approval is obtained from the Enginimr. Concrete I . lzu I . I , . . � . : I .1 11 . . . � . . I . I I I .;.A �, ,. . I I I I I . � � � ..A a. . � I . . . I . . � I I . �i_ ! . � .1 � . . I . . . I . I � . I � . � V . . .1. . . : . I . I . I � � " . It __ - I . .. , . r . ..,� * . * .- , * Specifications. ".- 01C.C. *Wq WON or "God"I GENERAL AA07ES, I � I All ~# sh4oll contarm to the strajot vertowcoi, P o/oWivilit drected 41-4 n*nt uniess the . I 41 - - I - - - 11 - . f- -,& , . p - . \ '. I I . I , , " I . I • . .\.� 6� in 0 1. . . I .11 � . . 11 . I I I I . � I., 1. . I �.., .. . .1 I � � � . . I I � ►I .1 I �, �.. , �4: I � � �. �. . I . .� 4 1 I .. . . . . . . . . . . I . . . I . , � i!, 11!:1 �� . . . I I I � I I I I . ��. N . . . . I . . . . . . . � . I . . . I . I I.. , . f -s.10 S."t I . . " as compression members and galvanized 3/80 steel truss rods . . I . : I P -31ir AtWstable � 1. /I . 1. I I eras Red, (Typ., . I QOUILE OrdVE MIC '. . . , I with turnbuckles or truss tighteners used as tension members. Vp*yCabje Wtions MO` IS14MV0 I L Of)' 61ilifdAtef 1. . N I . I . . . I fool . 9: .'w 1. . \ , I . Commitecial locking . ,i % 179 sl/fool 1. . I \ , . � kle--- . . � . , . .. I . I dV#irA . tv . with drop bar . Garner 4" stretcher bar bonds at 6" on \ I I % : ...'. I-— .1 . I -.�.A4 , . . / - � � I , ' .. - 11 . - . ,., - . I center. . FENCING TABLE . . . � . I . . . I . I I � . � � i� �X� �. . I . . I I . . . . - . . . , � I � -4 . I . � I I . . I . . . . . �� . I . . -6- . , � . *-.4 -_ql XWr jo-w-'s _;%_2 -.-..-. I "EIGHT 1 1 "EIGHT 2 GHT 3 spaced approximately 14' apart, and to last runner and bottofa n n H 5, I it. 10. Of VecifiC0100M 00~ Specifi- - - I 1- "If. AL - I -- - , - I I fence a ASTM designation: A 39LO, Class I. I I . . � . . . . . � . : .1 I . � , IE I I . . I I � I � . . I � - I .1 � . . . I . , �� I . . . , ""OR , , . , I . I . . I � 1 I I - _J - _ - . . - � . . 11 . . . . .� -_ - - - - L Subgrade preparation shall be constructed true to arace and . . - I . . , �. � . I.. � I . I . . : I : 4 I . . � I � . . . I I I i� cam".7. oram, or L anro~, V"arinwIt 'of Tpons - I I . ; I � .-k ;,T Viortation", current edition, and the following [Z-5, (min) - - , . . . . I . I I . I . I . . . . . . . . . I . I � . . I %� � . 1 � . . I . . . . . V- . - - I I ___ � . I . .. � . . �, I I I I I I I � . .1 . I � Y. I . .. .1 . I I . . � I - I I I . I . I � � -- -- . � . � I . . ., -.%- I � � � � � . � .. � I I "y I � .. I . . . � I . . I . . . � . � w,, * i -- - . . . I . I � I . . . � I . I . I . . . . I A .0 I 11 I . . 1. . I . I I : / . $ 1 1 . . . � . I I All *meway I*co.*1&V " $Ub�rrj Io dp~ ,* - I � � I I I . � . I '"""I ** - - - - General Notes: . I . .1 . ; . . 4 f; . . - - . . ... I � I I .1. . � . I . I . . I . . . I � . Me 7rothe Authoirity vW 0,�, Eillpirwr. lf'caawflofta - � - __1 ''.. - -M - 1-40. C'0.,bi,W,.,, . I I I � . I . I 1. . I . . I . . __",M_,�� I - - I . � I . . � * � .. . . . SADWOWn I � __.- 11 11 � . I.. : I , I . . � � . . . I . . . i I I . , V I . I I .. I : . �1 : I . .11 . * . I I . . . . . I I I � , . I I I . � . I �, I SA*Wd*") i I . . . .1 . . I I . / . . .1 .. . . . .. � . 1'1�1 - . � . - . I I . � . . I . I . � . I I . . . N7 &I"ravy rdwskuction shvil'be, A&M,wid in I . I . . � . : . �-.� - gp� �,r . � � . � . , ... � I .;.� , 11 I IF . . � � . I . �. � I . . _�� , � : . 1�__,____r� 11 � . I . I . I � . I . � _ - - - street or aft ,r#AM$ I . . _�____ - . . . .. I I . "I . I , I I .1 � I 7-- - . , " I.. . � I 4 �)Ow Z , .... 491bord* prepairwiva stwfl be consimcted true � .-Svpm. ,i,o1*J1 - .1 ----- .1 91i . . I - -r . I I - I I . . � -9z_ - � . � . . . , .1 - . � J V gr0* Moi CIOSS $W10fit - --- ______ . . . .. �. . _T7 . � . � � . . . � . *'/)* C011111000100 Of I - - .. 111111111111111111- "I I . � � . I 1r, -i � � k , I I I I 1. I I I � . . . . I . 0 1 --- I � I I � . I Z _4 . ., � . I I I � . � I I � I . I . 1.1 I Q'I tw* I , I . � . . . . _90Z to a dwotb of O.-V feet . 1 13 ANO I � . . � � I I � � � I I . ,� ,%- , . . ",�, 11 � . - I - � l In- V, _1--T,ftW_/ Curb . .. . I . I I EAPPOmm iJiW-1 11 I . � _ : I &* - n0or -0 t .... I .1 � .1 � . . � . I., . I . . . � . A l, w3 I J. i . I I f. . I � . I � I I � . 1. I � . I � I . . I � . . I � . . . . . . . . cmorete sor#// 'be Class sea f5 ;vc*) ltd - SAVI/ . V Ctu-f I * _ . I . . . I I I . . � . I . . � . I . I . . I Avi'# 0 JAMW AiletweOn ,?-I/, Ond 5-AoT. A-*1 ,� I . . I . I � 1. .. � I 11 .. � I � . ... . . � I ,� I 1. . �. � - LA, 4,%jir0,d, � �. . �.� I � � . 1. I I I .1 .P X . . .. . I . . I I I . I . ...� � . cofteYwe ~/ rwwao no diowtim u0*55 prior PLAN . - . I � � I.. � . .. Orhttfft WrOirg/ is obtomed from the City � I � . I I . . . . I .11 .. 11 . . � . . � I I . . . . � � I I I I I � .. . � � I . . . I � . � � Eftollow. I . . . . � I . . � . I . I . I � � . Cawrere 00/1 of cured wilb 0 WbJ*'#_p,0~,*di . ____ )riv. - 049* Of Ubge-1- 11 11 . Top Of cart . . � � � . I .... . � . � � I � I . . � I . . I . . . . I . I curing com~d comp*ifiq to section .90-701,6 Ir ------I-- - - I I I I I � I . I . . . . . .... � 11 I . . . . I I I.. � I . I . I 7 . I . . I � I . I I � � � I 1. I . . I � . � . � . . I *A&#& 3KWN- - I . . I .11 . � . . I . - , I I I of #)* stow" specitieditions. 441r_ � I 0 6' G" , . 6�'_..OW . . I I � � - . . . . I . . � Im �_-�7 � . - 9� __4 � I I I . 1. . � I I : . � . � . � . � I . I . I I . I . . � . I . . I . � . . I I . r---------- i_'1!V.i__ )7------ ------_To I .. . I . � . . I . . I . I I I � � 1 f, 1 a . I I �. . i . . � � .. . : - I . . . . . � I 0 I . I . I I . I . , I I I . . ... I '" I . � . I I . I . . I I . . W � . . srorhop Of Concrete 00// be 0 0*04PI'lum Of 1/8, wWFrWVff V, A0&r&P-- . . 1. . . . . . I.. .. . I... I . � � 11 . � 't � . Lv4l Lino*-m. - �6; � I I r- 2 I . . .. ky depth With 0 scored hat In /100 Wth and - I I � . . .. 1. . . � � . I I I � � � . I . I I I . I . . . I . � . . I , ,-,I- --.--:-.-,, R-EVA770N . . I � . . . . .-LL . � . . . oaromili/ to the Doc* of tl)e curp. I . � 1. I � . . . . I � � . . I . . I . . . . . I I . � I . . . � . . I I � � 1 ; _1� � � I I . . . . . . I . � . - I . - � .1 . . . . . I . � I . . I � . I I � � . I I . . . . I , &AW060 JVAW filmir material sho// consist of -t .. I.. . . . I I . . � � �. � I I . .. I . . . I 01 - I . � . . � ArOfOfMdid StfiPS Of 0 dJra&#, M40117t OW"ROUnd. . . � � . I . � � 'hh, . � I . ��. . � . .. I . . �. I I .. I . I . . . ..� . I �� I . - -1 - I I . . I . . � . I . . . � I _ . I I 1. . . . � . . . I . : . Sid"dard sid1lPWO& . . I . . . � I I . . . � I . . I I . I I � . I I . . - � . . I . . . . . . I I . � . All eirisfing ewerete CUM, gwft-, WW SnAlitil,oAk COM&MVidiff S4~0 -9 I I I .1 � .. . . . . I � . . . I I � I I . I I .. : I I . ,� � I . � �. . � ,� . . � L, - I . I 11 . 1. . I . . . .. . . . I . .. I . I I . � . I I . . I - � I �. I ... i. � I � . � I I . . . . deross ft fwf of ony propoird &Iii-eviltye J*,Wj 41 - ; It I.. I.. I -A � �__ - i - � . I I . I . � I 1. =. A I I . I I - - � � � I ... � . I - I . . . I I . . . . be sowcut aid removed - ,; - 51 fnoi7 ; %� I I : . . . I � . . . .. . . I � . � -----.-------�-,------.----.---� � . � I I . . , . I& I I I .. .� . I � . . I I . . � � I . . � . . . a. . 11 I . . . I � . . � ,.- J A%* AV �Ooif -., - , -, ! 4 I . I . I . . .. I � I I . � . . . 1: I �. .� . . I I I . ,r.oftv Po"Ownt $ho// be sowcul, and removed Artll� . . . �..., I . . . I I .. I . I . I I . . . � I . I � . . L;- , -2,L.; I - .� . . . . � . � 11 . . . . � .� -ERAL N1_'Y7[S - I I.. 11- .1. �� . . - , "I- 131Z 110 I . I � . . I I I CZ 6-4 1 . � . 0 mininlitim of '? feet from me edge Of the .*-.-i-"r . . .. . . I � I . . � . . I . . . . .. I . � I � . �. I . I.. I . . . � . . I Z.- . . . . ... .. . glitter except when the City Engineer has V!i � . . I I I I .. ' W - . I . . .. . approved . � � � I A I k oot a f I . Me pouring of a new gutter against ttv � 1, k . ff� thrJ11 it 0 t i fewm- -k�., thir- J,7JPP1k7t3b4Q ts et u � . I . . . : . � � � I . . I Z � . I . I � � . � . . . . . I I . . � � , . � . � I I � ; I . � . . � � � � . . I . . � . ., - r0itl,va "Stanaano - 64 o, e C i V! i-, , • I : exposed edge of the existing pave,meirl. � � � I . . the; isr�ecihc�m_tjmns ,ft . c,tJor.5; ,, I .. SEMON A-A I . � . . . . I , . . . � � , I I . I I . I . . � � � I , I r... . . . I .. � I .1 . . . . . I 51-M,�! of 476.fVr lip n- , _Tr� It" I I . . . -1 T4 .. k, * p, A) .eril � . - . I . . I - . ...r t F'e� -.01 '' jr'i piariatbp I . . I . . I . � � I . . . I Pavement aotch#,!q SAO// conform to city . . I C14r,rqn! 4;---10-�Or . I 1. I I . . . I . � . . � . .. stondarc, S -6. � � . I . (?a . . , . 2 -, 'W"a - I _0 or, �. -14:11 L � . I . 1�., - Z�', t� g! . r-i"t"ornwt! �t-e, ,,,I n r ;trcir%s,7 ., . . . . I 1. - It R, -; o�o rc.w 'i I . I . � ,I I � I . . � I . I . � � ,. . I - , . � . I . . . � . . � I I -n t t ,� * . . . -h requirm, tin s, �,V ; ulAowo 50A_6+jC,;3,tiCn%., . . A ,oermit lor drivew47 . . . . � � . I . I t * �, � .. � ,p Construction $tlaq bt Budder for now, remodeled; or expanaeor twildlftgs as set forth in I .. I . � . � I . . .. I I � � �S . I � I ottained from the Department of Pub//C Wor*s Obooler Z40.010 of the hPoltersheld municiool Code $/,al/ provide I . I 1. . . � I I I . � . I � � ... . I . . . I I � � I . � . I . . . 1. . .1 I . . ,� I . I . . � I I I I � � I . . . . . �. I . I . I . . I . � . . � , ��, ; .s A prior to start of moral. concrete driveway opprooches according to this standard drow."179. I I . I .. .. � Such driveway opprocches Shall be it) eXiStOnCe or bove jhej�- t,�'w) tm-P.'n 1`,:: th g rqrq,�jiFVP*p_ ,�;,- e, 4,.,e 'j"fe , rd, I 5 �r d . ,,,,I , - - - ,r_ ,f (; _ � .,;*. . I I I I . , I I . � . I � : - - , I . . I I � Faithful peformonce guarantee (cosh or omd) construction guaranteed by cash, certified ctk*ck, or corporate � . . , . . � � � I I . . 5- s,2jf,ko'1:rJ15__M9, 11 � . I � . I � � I � . I � . . . . . . . I . . May/ he required wim all,drIvewaypermils, I I . . I I 1. � . � I. . . I . . � I . I I . . � I I I � . I . surety bond approved Dy Me City Attorney as i condition to I I . . I I � . . � I . . . � I � . I I � . � . � . . ' b' I . . fin dl OPPf0val Ono OcCeDtOP-Cf by t,�& CAW Skidding Ins,pector I . .. I . I I I 1 4, -,Irp;tq�yti-- - � 'A - o - -fiy,cta - - I I , - _� kaf e. J t 5.1 ;i � . I . . C4;n � .f k . ie ,onm! t KJ r, i %�,,� - Existing di►lveways May be sawcu 1, and widened of � . , I I I � r --ew.l' 301 ��N - - for OcCuPoncy to the building or pro,oerty, . I � . .� � � � . � � � . � 1 _344., � '� I � . . � � on " side subject to approval by Ift teat. 07C . . � . . . . : Q P , 01 0"P. &� 1,4- I 6"y , . . I . I . . � . I I outtlority and City Engineer. . REIV/4125ED JUL '81 . I "*OVA . I I . --- - . - __1111111111111111111-- I . . . IAWSHP~ 01, Tres I I °r "r"." 0&" I . I Oct 2,?, W" � I I . I I . I . � � . ..� . . I � � . I . . I I . � I . . . I I . I � � . I . . � I I W � I . - STANDARD - . .� . � � I 11 I... I . I ... �. . � I - WE . 1. P. W� I � � October ,V & . . . � � . � . I � I .1 I . . - " 8"W" I., � � I . � I I � . . . I I � .. . . � �. � . I I . . . . I I � . I I . . , K. *t001 � .� . � . I ...� � . . ... I . � � I � CINSS :GLTTTER . - . . I I I � RESIDENCE *1111011111110111 _1_4� Z %_1 A. L. Mot- . I . I . - . � ... . . � I � . � I I . . � � i� qLA '*9fif ; . . . . 1. 11 � I L L . . I .111. I �. or ] I . . f ) er" awaft i I V E WAY SCAL" . � � L .. 11 . . . I .11 I � L . . . L � . I., . . . . . . C 1.�, . .KM ELL� I . I . L . I - . . L . - ftne I L . . IL . . L I . . . . I * . L . . . . L I . L WNW I . L L 1. I I L L ... I . I . . A � � L � IRN' "Poew" - - . . I . 0 1 . I . . . I . LX - CAL-1-Fl, A . L I . �J Agj6r I . . . . I I I . .1 I I IL I I I I i I I I , I I . ELD . .- 101101114111100 0 " . I I CITY OF BAKERSFIF 0 . : ... I., . .., I L � I L I 1, . . � . � aRaii. . . + � ....- L M�10111111111 � . . N I I - � . L . . . I 1. I . . I . I . . I I I . I . L . . . I . . . . . . � I CALIFORNIA L*& I . � I L L . . I I I L � L � . L L L I . I . I I I ,:. . L . . .. - 1. I . .L.. . : _$"r,_,,1" .L � �4 S 4+ 1 L a . . . . I. . I I . � . I I., � . L I I I . I . 1. I I I LL I L 1. .1 I L I '.. L.. . . I :M&--f&� er" *- ZW VENGINEERING ENGINEERING _IN_ G - 0_1_ 1 PAXTME- NT . L L � . . I r- y 1_. I _10'- ! , ...'�_ . I . 1\ ',1. V . Boo" W Top ftwillnor - I 51ir 0.0. .. ! , Gimir. NO*. 2.2? a/ ftiet . �,I, 1( I I N•N ,Hmaontel or 0490W i I 1..1(X bract With taws falls . 1_111. I � I N . -Termaell or Center , A ! Post Liao Put 2i " " �:, 1--4 I I t %_ I . I I , •Te"Wo wk* * ? Go. cAk Cast sor" ; OV/1 x lx'�kl � � 5?S?VS&XWVWXVD 1� - I . '.. '' . . . . I . • . I . . * . . I , . 0 . . . . . • Clow "Ir PC. , * *** 70 . . . . ! , I . a. * , • , . , . - . . Comiliells - - - - . . . .. M . U! i . T � . , . .0 I I 1 1111M . I 19 I 0 GENERAL NOTES: 2 '1- W;. -4 I ,/ I / I I It / " Installation of fencing and gates shall be in accordance mitt the requirements of Section 86-4 of the specifications . / . . • .1 , I // . le X . �V , d, I " I .. 11111 . . , Dr.,, I '. . . I . ..1. . '.' , '/ - I . . . ,/ / / ,'^Z 'I / "I",/ A:AH 1� ♦ I . , , . . .. I � entitled "Standard Specifications, State of California, L, Department of Transportation", current edition. 4' • . . . , #:: A 6" x 6* concrete curb shall be constructed under all fence. 0. . * • __ __ I- -A- 0. . . . 0 • . ----�_ , ! I , * . . . . . + 8 0 , Closs*e" PC. Cone. .0 0 -Clow"a" PC. Cone. V . , . . . • • , • _;1 _� a -� Within City parks, a 6" thick x 9" wide curb shall be used. ,,,;In a. - -, . ..w . In either caw a 1 112" clearance between the curbing and the shall be used. I . I 1 C wrete shall be Class "B" (5 sack) and shall be within 2 I SW 'Am . . -1 L & \- -_-_O.�_�.. - L'... 1. .. ...---.---- I 112" to 5 112" slump. Surface of concrete shall be troweled smooth, and brush finished. Concrete shall contair, no =I 1, F , . � --.-..- __ , JCity additives unless prior written approval is obtained from the Enginimr. Concrete : , , 1, . . ".. .,. .. � r a . . .1 & .. r r . .. .. I . 4 . . . . .1 . I . t - i shall w tec curing compaiund complying to Section 90-7.@IB the Siandard __ - I . .. , . r . ..,� * . * .- , * Specifications. ".- 01C.C. *Wq WON or "God"I Corner post shall be installed at all angles in fence line it J* ,-Fabric - 9 G&W, 2"miesh, galvanlixotd / after 1000vinq, knuftlotill too and . excess of 19 degrees. TYPICAL DETAIL AT Ends Corner and Gate Posts shall be braced to the nearest - - I - - - 11 - . f- -,& , . p - . \ '. I I . I , , " I . I • . .\.� 6� in 0 CULVERT ENDWALLS as compression members and galvanized 3/80 steel truss rods . . I . : I P -31ir AtWstable � 1. /I . 1. I I eras Red, (Typ., . I QOUILE OrdVE MIC '. . . , I with turnbuckles or truss tighteners used as tension members. 11 r , I . • � oft gates) . I . � . Width : 12 Illot 700 - Frogia - ! 7/8'0.a Gaw. . _600" . \ .1 I . . , - 600* P"t - 2 7/0" /I • . \ , I . . 0- . . '2%q W OLD, Gov. Pip* Fabric shall be fastened to 6ate Post, Terminal Post or . N I . I . . . I fool . 9: .'w 1. . \ , I . Commitecial locking . ,i % 179 sl/fool 1. . I \ , . � kle--- . . � . , . .. I . I dV#irA . tv . with drop bar . Garner 4" stretcher bar bonds at 6" on \ I I % : ...'. I-— .1 . I -.�.A4 , . . / - � � I , ' .. - 11 . - . ,., - . I center. . FENCING TABLE L Fabric shall be fastened to line post with fabric bonds -.-..-. I "EIGHT 1 1 "EIGHT 2 GHT 3 spaced approximately 14' apart, and to last runner and bottofa n n H 5, I it. 10. apart. DC r_V V_ O S-00 10 IQ - 0 L 20-or i z - s" 3' -a' . fence Tonow 111111or 1 2 we . 04 aft P4* 1 2 74, DADA qw. 0*0 3 we 0.6 ask 0" ten - ASTM designation: A 39LO, Class I. -Pillet - &To Q/ it I &70 I / Ft 7. So a/ FIL Ill cgless 14 I columa Subgrade preparation shall be constructed true to arace and I W a I Ivor I Z we a IW 2 7.16*0.0 Oak 000 ftel 2.70 cross section with compaction of 85% to a aeoth of 0. 50 ft. 0 /Ft t/ Ft. 0 OL ;;: Mein • I Ft. I 711V QU Qwft Nye It 31�' ,a .111011101111111111111110` or Sol 1 2.12 &/Ft 3.45 111i'll't a" *man% Rr"SEV 101/4/811 I WIG HE:V1bLLJVL ,19 "ft I -4W4V,-T-WW Now. 7 ,.. I 9 Gow, 2 iftell lilem. Geer. Aft" lows ftfte .. refte ask After weavi*q. wit"i". ""m" -I" 4" ft-W XM411*0 Telp ANI L---AM - G. 6 R. CHAIN LINK we* I - -:9 I Slate - 1 2 A X "I " I , FENCE 1111111AAM X -1 hone NOTE, 41iII11011111110410111110 When fadowd suburban screen is required. A shall be VW with -_ CITY OF BAKERSFIELD 3, 5 9 ~ town so constructed that the sift we iocked into ' CALIFORNIA S-10 position and min only be remand with use of tooth. i�kcL er" 411111"Wris I 9"91111149SM"a 09PAI"Vew . - . n- I? i J1t4EER * A/ JR I 00 §"-% 00 " W.-I t? -4 rn I ..I - .-- W 3: W 40 I > --ft- 9 8. 0 ,\1> 66. V 6_� = 30C o, --t L" 02 - - S103 .. 00 co n (D bi Of .601 3 Z fy :D W 14 M Lli W I Z 0 Z -i LLJ >_ � LLJ Q Z LLJ .) ary X 0- %0 M 4) 0 411� > Ld 0 0 cl� "Z1.4. LLJ a_ % �- a- A116. < < M pr T_ I r', (::) 00 pe) (y) 1,0 M n LIj (:Y) 0 0 (-) > I I U: < < o 0- (0 (O 0 Z 6 ,11% 00 00 Z _J \el F- LLJ .__�, X C:) - "_ V- M >_ X. CD U_ (0 (0 < C13 X. V') (n q:) (0 Z) I— X .� ,-� CY 5-: LLJ L.Lj . . . M * c) F- Y_ _:i X _:�: n 0 :D < UJ < 3:: LIJ 0) Cn M F- W3: Ne, 0 omfiliallaile LLJ Z 0 . 0 emmm , ".N.. I ... .. 4. -- L JE.IF . I . . - r. M >_ > Q . 0 cc M 5-: LJJ < _;Ip , W LLJ 3:: X < CL X r1 L a , r - r I I I L L I � I I I . I , I \ \ � � � \� \ , co - I - - - - - � - - --- - - . . I - , ' I ' ' ' V,-F r ' , . I Fooric • 9 Gouge, f I I ., I M, .�Oft__l 5/8"0.0 Gary. Pipe : I I I 1-16/ - , 1 abr'c ;a UJ -1_,--/- , , miloh. 2 72 */Ft. 01 . I � moth, "Wonizod '. I I . I • *, , , after weaviagi . I / , . '. I I - e. , , I ft it , < I , , N.' 111111111111■ 111111111111 111111111111111 I , bottom. ,� • � . , , . , Fabric . 9 Gftm� . . -1/ 1� / 1. 1. "Wiloolloil or Diagonal, � I . / I I t , , . . - � brow *nn Irun rodps.%,� . .. / I '.1 I < 175 1' Tennis Fill= j, = _0 ";. �. • .% I < ., . . I me"♦ go*~ _0!:i�74 I tlm= . , I , . I , 11, I Z , , . , - I . I offer ?,- / , . "" , , �,, / i . I . I I - IONNUIL-WALK CIATr a I I , � . 116011milied I end � �. / : W SA"L WALK GA19 - - ,width bollom .- I.. ' Width -71=-' . - 4 feet r-,- I .. - 7 I 1. - t I I , - 4 feet , , moot - 58* or 1`00 , =) - feet .. : , ,� . 11 .O.- . . . " _�- H"n, . t - I Z8 0:0. " / , , , . - � From - 1 7/9 " 0.0. Gow. pipe 1� . .- I I . 4 GON Pipe / I r . I/ . - . � Mori cal or I e- I .� - , . 2.72 0 / foot A I , I . I /< 2.72 a/ too 1. 2 . . r . I I t Diew" (brue - , . 4 . , "is to fork liotch, . \ . swqw 9oft fork I . " I,/ .. I vft Ilw** rods , . . ". I . With lock . I - 14 latch with , I.. . , . lock I 7 I ,/ I / I I It / " . / . . • .1 , I // . le X . �V , d, I " I .. 11111 . . , Dr.,, I '. . . I . ..1. . '.' , '/ - I . . . ,/ / / ,'^Z 'I / "I",/ A:AH 1� ♦ I . , , . . .. I � CL L, 4' • . . . , #:: 0 0. . * • __ __ I- -A- 0. . . . 0 • . ----�_ , ! I , * . . . . . + 8 0 , Closs*e" PC. Cone. .0 0 -Clow"a" PC. Cone. V . , . . . • • , • _;1 _� a -� 1� �.. ..; . q . , - Gals Posts - 3 V20 OLD. .,. F . Got* Post - 2 I/V a DL • � " co GGIV Pipe , A . *. GGIV, Five f, r' F. I . . . . � J_ I U4 7580/1001 J - . . . 5.719 0/foot . . T= . . .0. 4 . . , -1 a- 111111111111111 in 41111111L Mitt. Mitt. UJ 10 FOOT FENCE PEDESTRIAN Im PEDESTRIAN GATE GATE < J* ,-Fabric - 9 G&W, 2"miesh, galvanlixotd / after 1000vinq, knuftlotill too and . < / bottom < 1) co - - I - - - 11 - . f- -,& , . p - . \ '. I I . I , , " I . I • . .\.� 6� in 0 � � .X/ , . / . . X . . I . : I P -31ir AtWstable � 1. /I . 1. I I eras Red, (Typ., . I QOUILE OrdVE MIC '. . . , I LL_ 11 r , I . • � oft gates) . I . � . Width : 12 Illot 700 - Frogia - ! 7/8'0.a Gaw. . _600" . \ .1 I . . , - 600* P"t - 2 7/0" /I • . \ , I . . 0- . . '2%q W OLD, Gov. Pip* CL =J � . N I . I . . . I fool . 9: .'w 1. . \ , I . Commitecial locking . ,i % 179 sl/fool 1. . I \ , . � kle--- . . � . , . .. I . I dV#irA . tv . with drop bar . Z Od <� \ I I % : ...'. I-— .1 . I -.�.A4 , . . / - � � I , ' .. - 11 . - . ,., - . (Z < . a . .. . - 6. . . \ 11 I . .. I . . . - I . ---I a Nwizontot or 4 .2i . \,. Conc. !. .... brace . Class V PC, . " - a- < (3 - I . With tr=M:51_ . ; . . 0. 1--i DOUBLE GATE . . T= W q* I . i � 9 .- , a I z W GENERAL NOTES- . 10 IQ Sub4tollet Preparation shall be constructed true to grade and Chain-Link fence fabric shall conform to the specifications of ASTM :2 LL1 Z > >11111111 cross 11#010" with COMPOction of e5% 10 a depth of 0.50 feet. Designation, A 392, Class 1. I IFM a 00 Concrete ShOil be Class '13' (5 sock) and shall be within 2 V2* to Installation of fencing and gates Shall be in OCCO(dftits with the 31/2" Slump. I 0 W a- f*4Ui(*M0nt% Of Section 80-4 of the Standard Specifications, State 01 Surface Of COACF11110 Shall be IFOW01*41 smooth, and brush fini2had. California, Business and Transportation Agency, Department of Transportation, current edition, and these General Not I es: < I M co Concrete Shelf contain no additives unless prior written approval is obtained front City Engineer. Cubing as specified by C•0-5. Slarillord Growing S-10 moil be continued under q0till. i Z 0 Concrete shall be cured with 0 white pigmented curing compound 0 U-1 !:�. r- - complying to Sectiori. 90- 701 a of the Stondord Specifications. - - a RE,,1i;!_' ) JUL '$� I End. Carrier and C-off Posts shall be braced to the nearest !in* Post with gaivoniZod diagonal or horizontal bracts used as __ - 11111111111110 - --- 40POD•O OT 9" I compression members and gaivontztd 3/8* steel ?fuss rods with 6"V 1111MAN11116 4"N or truss tighteners used as tension member .. Nov 7. 1970. Ngv - T. ,79 Will When redwood suburban screen is required it snail be used will% I - ... 2.L R. 3s 5-9 gouge fabric so constructed that the slats or* locked CHAIN LINK , I into pas+ ►ran and ccn only bs removed with use of Wools r, - - - _X_1__% - Frames GATES irf Cn W 0 snail be made with fittings or welded, with welds .- ctriii-eum" 111CMAS ground smootti, and regolvontz*d. 05,11*41111010`111111 I None - CITY OF BAKERSFIELD I .11 CALIFORNIA S-11 4 La A 4�u I 11" 111*1104111011i" ENGIMMMING DEPARTMENT mumn.j n- IA I . I J1t4EER * A/ JR I 00 §"-% 00 " W.-I t? -4 rn I ..I - .-- W 3: W 40 I > --ft- 9 8. 0 ,\1> 66. V 6_� = 30C o, --t L" 02 - - S103 .. 00 co n (D bi Of .601 3 Z fy :D W 14 M Lli W I Z 0 Z -i LLJ >_ � LLJ Q Z LLJ .) ary X 0- %0 M 4) 0 411� > Ld 0 0 cl� "Z1.4. LLJ a_ % �- a- A116. < < M pr T_ I r', (::) 00 pe) (y) 1,0 M n LIj (:Y) 0 0 (-) > I I U: < < o 0- (0 (O 0 Z 6 ,11% 00 00 Z _J \el F- LLJ .__�, X C:) - "_ V- M >_ X. CD U_ (0 (0 < C13 X. 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L � -;'k`;�,'�'&-,"3: ,---',S..��-.��,"-� , - 0 .", �9=, co :2 T= ,.- , - , r 111111111111111 in UJ L I , I ' Im < , � < < 1) co 1�',i, " - ,,�4 6� in 0 X X LL_ W W CL =J � I w" �? ,�i , �� Z Od <� W < V_ M (Z < V) M %_J a- < (3 - 0) 0 W C.4 0 ft) 00 0 T= W q* _,��,, 1�1'1 '_'-`_;r , z W X 0) -* 10 IQ 11.11.1ff. , , .� '� -T " j :2 LL1 Z > >11111111 0 _r IFM a 00 ,-z',., � IP�` "I"i4l', 11�1�` 11� % � 2 0 W a- :5 011 n (.% to < I M co I 01-11" , � 1 �', �L - - �' u.Ij Z 0 0 , 5; to *#A� 0 U-1 -, �--�� : > 0 M UJ ty I I I I irf Cn W 0 > 0 >_ M (O 0 L \ 0 N r W 1_ N V- I I I I I I < . 0 J1t4EER * A/ JR I 00 §"-% 00 " W.-I t? -4 rn I ..I - .-- W 3: W 40 I > --ft- 9 8. 0 ,\1> 66. V 6_� = 30C o, --t L" 02 - - S103 .. 00 co n (D bi Of .601 3 Z fy :D W 14 M Lli W I Z 0 Z -i LLJ >_ � LLJ Q Z LLJ .) ary X 0- %0 M 4) 0 411� > Ld 0 0 cl� "Z1.4. 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L � -;'k`;�,'�'&-,"3: ,---',S..��-.��,"-� , - 0 .", �9=, co T= ,.- , - , r 111111111111111 in UJ L I , I ' Im co , � < < 1) co 1�',i, " - ,,�4 6� in 0 X , ,.' . , - L S..�a � 0.1 LL_ W W CL =J � I w" �? ,�i , �� Z Od <� W < V_ M (Z < ,�;,,� �e , ., �.,-- ��i"Z��,__, j CL Z 0) 0 W C.4 0 ft) 00 0 T= W q* _,��,, 1�1'1 '_'-`_;r , z W X 0) -* 10 IQ 11.11.1ff. , , .� '� -T " j :2 LL1 Z > >11111111 W_ ( -) n 0 to Z . if) IFM a 00 ,-z',., � IP�` "I"i4l', 11�1�` 11� % � 2 0 W a- :5 011 n (.% to < I M co I 01-11" , � 1 �', �L - - �' u.Ij :2 k cc 0 , 5; to *#A� 11111111111111 L -, �--�� 111111111111111111111111111111111111 PLOT DATE: 12/20/06 JOB NO.: 060026 F1 LE. NAM E: I 060026-07-DETS-SSSD SCALE: N.T.S. SHEET NO.: %-No. 7 OF 8 - _01111111111111111111 7 4EER R 008 00 C=14 > 0, CL z z IEX ---------- ""plb "00040". NNW# AVANON 0 (m) cf) IEWE "ON TRACTORS S FE IT 3 SHA' L 8E PUR 1ECA FOR ER1 iWORX, FOR R N H w _ 1, ro 0 a: P Rr MOUTS WITH RDACIVABLE I�Ter - E -EE 55-4� RA6 TO SURFACE . ......... I IIIt .......... L A!D 'AV T w 04 4. -, L . :1. COMPACM; TO 9 RE LA P�E 00 M PAC WIG RAXIMUM ON THIS DRAWRqG, 'f)Nc' TO RE COW 0) H 1 G\H. P WIT H A I-It , TOP OF 'RO WHEE LATERA "S U Z"RE 140 CURB X 1, OR WHERE WH �'S 8' OR. RE BACK OF CURS, SET A 4 4" 3 -0'7 REMV000 . . MO; a- z 04 0 OD V w (ID z w ui :2 z low A _2 6.6. a J . , 12 F 5 �*x . L I13 0 Z ul cl) uj a_ w to C11N JZOADe�, OF S-1 SH ED GRAD E EXTENDING TED TOP 0 ai "TC.CS p RELAME ?'OtAPAcTr,:,4 0, PAIN rnR ECT MATERIL CO "ChIPACI lk, PROPERIV UNC IFOR !N . F 0:..) (3/ NE ON 4 GRARAJ10 VVER 0'V7-R A' L W EF W AS V FA 4RFr k N SUIR FACE Isr-14VER A IV441TAV N A To A IV v 3/4 MAX. GRACATI!, OR SMIC I W. H�,F R M 2Y C 014PAC' TO 957- RELAU! FRO PNISHEO "p A f'E THE TE r, R V U A YPE .0 DENSI Y AS C' R M, I AS 7 M 'I 5 5 '7 AY EL R N ED Y P L .4. A . L) I *br IN WIDTH III4 t" p 4 IN 3 O PVC PLUG;, iv 1 '4 IIr, I'm T P A , COPAC Xv 90, C -AT! V M SEE TYPE IW,i 4� Lr .,A OPP a AA w* sowx 4 4 IEP ST D "'y .1ftAW belt A 017 "'E A L Wl IEF upir _cE A A 0 R 0 R W,)( R' WHF� M ; V��p 'El PVC PUG, SAME:" Ar.:, 7 '%$� PA R�LUME I'�' L T R TF �YF EGA' 00m, _Alv �WER A#) N S; RELAJ VE "') TO ITf ItV. Cf_ _r 'r t A TYPE 3 P L A N jlAp- [ LA LrTL R I N I- E*3 R & LOW THE PIPE) OR QVERENX*�',A/TLQ U IN V I'ION NORTH OF RIVER SANITARY DISTRICT No. I SANITARY NORTH OF RIVER DISTRICT No. 1 NO SANITARY DISTRICT No. I RTH OF RIVER NORTH OF RIVER SANITARY DISTRICT No. I SEWER PIPE BEDDING SEWER LATERAL TYLP HOUSE. CONNECTION 'BAK MANHOLE FRAME. AND COVER AND BACKFILL DETAILS TYPICAL 01 SHEET ICAL. D-A`*'7� Pr N f, 0/04. G kAYN, aRwl,zllv tways Am 10i 04 S-2 UT E -3 1 '10/04 I10 /04 S -4 AVON" Ilift r lw III'PL A% 5 F. C-1 to 141, Nor&" I'y 0~ IRao q* f J*Wtapft of Tr IW% W Wtq J III0m., attol I a &-%Vft?ft W% -lot r Lip. I;T` t 0 MA14HOLE '4TY QF *,AK- NIA Oft *9*1A*"#1 lot + FOR CITY OF BAKERFIELD STORM DRAIN, ONLY 7 4EER R 008 00 C=14 > 0, CL z 00 0) Of z fy Of m ui z 00 0 ui > UJ n < 0 C:) 00 CD (n '14- 0 b C) C) n 0 00 0 0 x c) w 13 10 — T- LL_ cy- C-0 ::D F_ L.LJ m X c) :D < ED < LLJ cr) M LL_ ��e LLI cm m cl LLI cu m CL z LLI 3:: w < CL L cl) w z 0 (m) cf) w a: co co 0 U- w am z Od w 0) a- z 04 0 OD V w (ID z w ui :2 z Ld > 0 0 Z ul cl) a_ w to cc CO) 0 IN= co P LOT DATE: 11/16/06 JOB NO.: 060026 FILE NAME: 060026-07—DE-TS—SSSD SCALE: N.T.S. H NO.: 8 OF 8