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HomeMy WebLinkAbout1.7-6223 Ph 3LEGEND ABBREVIATIONS GRADING NOTES TWELVE INCHES BELOW THE GRADING PLANE 1N CUT AREAS OR TWELVE EP EDGE OF PAVEMENT FS FINISH SURFACE VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPACTION ,SECTION TC TOP OF CONCRETE OE OVER -EXCAVATION 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES VICINITY MAP FL FLOWUNE FF FINISH FLOOR 7HE MANUFAC7URE'S SPECIFICA77ONS THE WORK CREWS SHALL SHUT OFF CONSTRUC77ON AND STANDARDS PERTAINING THERETO (CHAPTER 33 C.B.C., 2001) 22. QUANTITIES FOR EARTHWORK CL CENTERLINE FC FINISH CONCRETE 0 AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE EXCAVA7701V AND OVER EXCAVA7101V - 152978 CU. YD. ELEV ELEVATION GB GRADE BREAK 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL WI7H CITY OF BAKERSFIELD ORDINANCES STORM DRAIN :MTINGAVENUE AREAS TO + OR- 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR P� CAMINO MMA EMBANKMENT - 211615 CU. YD. - - EXISTING GROUND CONTOUR HCP AREA: 88.21 ACRES 2. 774E DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY IMPORT - 58637 CU. YD. COMPLETION AREA WHERE UNSUITABLE MATER/AL HAS BEEN REMOVED, AND THE OF WALL ti- CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE w FP 100.00 PROPOSED PAD ELEV. `d Q WITH 7HE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES BACKFILLING AND SHALL BE lVOnFlED OF ANY ITEM ENCOUNTERED GRADING PLANE, CONFORMING TO 7HE GRADE TOLERANCE, DOING DURING 7HE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE 7HE SIGNIFICANCE STABILITY SO RECOMMENDATIONS CAN BE MADE BY 7HE SOIL NO WARRANTY OF 7HE AN77CIPA7ED SHRINKAGE FACTOR. IN CASE OF 5;n ASBUILT/AS-GRADED PAD ELEV. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. 3 THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT THE ENGINEER BE PREPARED AND MAINTAINED TO PREVENT EROSION. N.T.S. uj uj SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL. 50 THAT ADJUSTMENTS MAY BE MADE. 7HE CONTRACTOR SHALL NOT INCLUDED IN 774E CONTRACT PRICE PAID PER CUBIC YARD FOR PROPOSED GUTTER FI_OWUNE ELEY. STA 7E CODE REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER USE THESE QUAN7777ES TO BASE HIS BID ON. MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY POR77ON OF THE PROJECT SIE, EXIST. TOP OF CURB ELEV. q SOUTH ALLEN ROAD RESPONSIBILITY FOR JOB SITE COND/TIONS DURING 7HE COURSE OF 23. BUILDING PAD PREPARATION - SUBSEQUENT TO SIR/PP/NG /N FILL AREAS ELEVATION = 364.075 (U.S.G.S. DATUM) 10. 174E WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WI7N 774£ CONSTRUC770N OF THIS PROJECT. INCLUDING SAFETY OF ALL THE UPPER 12 INCHES OF MATERIAL BELOW 7HE EXISTING GRADE SHALL BE �G.� EXIST. GUTTER FLOWLINE ELEV. BE NOTIFIED. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY OVEREXCAVA7ED. AREAS IN CUT SHALL BE OVEREXCAVATED TO 12" BELOW � CONTINUOUSLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS, • AND THE FINISHED PAD GRADE. AF7E�R REVIEW BY 7HE SOILS ENGINEER THE TOP PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL 0/L CONTAMINATED SOIL SHALL BE REMEDIA7ED PROPOSED LANDSCAPE ELEV. CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 774E 12 INCHES OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION VARIES 7' TO 13' TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY THE SHALL BE SCARIFIED, MOISTURE0.315.!' CONDITIONED, AND COMPACTED TO SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. DIRECTION AND PERCENT OF SLOPE LIABILITY, REAL OR ALLEGED, IN CONNEC770N WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY MINIMUM OF 9OX OF 71-1E MAXMUM DRY DENSITY PER AS7M D155Z FOR DRAINAGE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN CURB AND GUTTER PERFORM ANY 07HER FUNCITONS FOR WHICH THE SOIL IS INTENDED. 7H£ ENGINEER. ACCORDANCE WITH 17EM 21 ABOVE. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY EXIST. CURB AND GUTTER 5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH 24. PAVEMENT PREPARATION - GROUND SURFACES SHOULD BE SCARIFIED = 4% 0 TWELVE INCHES BELOW THE GRADING PLANE 1N CUT AREAS OR TWELVE CENTERUNE OF STREET OF THE TRACT BOUNDARY VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPACTION ,SECTION A UNE INCLUDING TELEPHONE, ELECTRIC WATER, SEWER, OIL AND GAS IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM of 90% of INE STOCKDALE HIGHWAY VICINITY MAP F_ MAX/MUM DRY DENSITY AS OBTAINED BY AS7M TEST METHOD D1557-78, 7HE MANUFAC7URE'S SPECIFICA77ONS THE WORK CREWS SHALL SHUT OFF CONSTRUC77ON N LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) METHOD A. AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET PAD COMPACTION LIMITS 0 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF BEYOND 7HE OUTSIDE EDGES OF PAVEMENTS a 0 2 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL 0 STORM DRAIN :MTINGAVENUE AREAS TO + OR- 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR P� CAMINO MMA MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND EXCAVA77ON FIVE (5) FEET OR DEEPER. -nom " TYPE A" CATCH BASIN NTH 3.5 WIDE OPENING UNLESS OTHERWISE NOTED HCP AREA: 88.21 ACRES r� a�X:pWHITE BACKFILL UPON 0 _ �a COMPLETION AREA WHERE UNSUITABLE MATER/AL HAS BEEN REMOVED, AND THE OF WALL ti- a w 30. ?, 0 c� `d Q AND GRADING AC77V/TEs ON THE PROJECT SITE, THE CONIRAC77DRIDEVELOPER SHALL STOP BACKFILLING AND SHALL BE lVOnFlED OF ANY ITEM ENCOUNTERED GRADING PLANE, CONFORMING TO 7HE GRADE TOLERANCE, DOING DURING 7HE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE 7HE SIGNIFICANCE STABILITY SO RECOMMENDATIONS CAN BE MADE BY 7HE SOIL 0 N�O 5;n tioc LWFM 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. PR�Pl 17. ALL SLOPES GREATER 7HAN THREE FEET IN VERTICAL HEIGHT SHALL LANE �� BE PREPARED AND MAINTAINED TO PREVENT EROSION. V SITEco uj uj FOLLOWED AND 774E 7REA714ENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY 107H BENCH MARK: INCLUDED IN 774E CONTRACT PRICE PAID PER CUBIC YARD FOR UNDERGROUND FACIL171ES PR/OR TO BEGINNING CONSTRUCTION AND TWELVE INCHES BELOW THE GRADING PLANE 1N CUT AREAS OR TWELVE CENTERUNE OF STREET OF THE TRACT BOUNDARY VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPACTION ,SECTION A UNE INCLUDING TELEPHONE, ELECTRIC WATER, SEWER, OIL AND GAS IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM of 90% of INE PROPERTY UNE /RIGHT- WAY VICINITY MAP LINES THE ENG/NEER ASSUMES NO RESPONSIBILITY FOR BUR/ED MAX/MUM DRY DENSITY AS OBTAINED BY AS7M TEST METHOD D1557-78, 7HE MANUFAC7URE'S SPECIFICA77ONS THE WORK CREWS SHALL SHUT OFF CONSTRUC77ON SCALE: NONE LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) METHOD A. AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET PAD COMPACTION LIMITS 3' 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF BEYOND 7HE OUTSIDE EDGES OF PAVEMENTS CHANGES 70 7HESE PLANS MUST BE APPROVED, IN WRITING, BY 0 2 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL 29. STORM DRAIN PROJECT AREA. 93.55 ACRES AREAS TO + OR- 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR CA-KER-3967, CA-KER-3968, CA-KER-3969. lF HOWEVER, UNRECORDED CULTURAL 3' MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND EXCAVA77ON FIVE (5) FEET OR DEEPER. -nom " TYPE A" CATCH BASIN NTH 3.5 WIDE OPENING UNLESS OTHERWISE NOTED HCP AREA: 88.21 ACRES ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND 26. SUFFICIENT ACCESS TO THE EXIS71NG AND ABANDONED WELLS SHALL BE MAINTAINED CORRECT THE GRADING AT NO COST TO THE OWNER. IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) • 2'x2' DRAINAGE INLET Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE TO /NVES7TGA7F THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE 1-11-1-- -__-- _-1111-1111__. 1111- _.. _...1111_...._ EXIST. STORM DRAIN GRADING OPERATIONS TO PREVENT 7HE OCCURRENCE OF A DUST IF ANY REABANDONM£N7S ARE REQUIRED, 7HE DIVISION SHALL FURNISH 7HE NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WHICH ARE NECESSARY SPECIFICATIONS TO 7HE PROPERTY OWNER. TRACT BOUNDARY TO REMAIN. 27. AT 7HE INITIAL COIVSIRUC71ON MEETING PRIOR TO GRADING AC77VI7TES, ALL UMITS OF GRADING OUTSIDE 8. EXCAVATION - EXCAVATION SHALL CONSIST OF ALL EXCAVA77ON rrwr�r� i r ulv� CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. OF THE TRACT BOUNDARY INVOLVED IN GRADING THE PROJECT AS SHOWN ON 7HE PLANS, EXCEPT W ,SECTION A UNE ANY EXCAVA770N SEPARATELY DESIGNATED AND PAID FOR AS A 28. W ALL CONS7RUCnON EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE 774 2' SEPARATE I1L�M. 3 7HE MANUFAC7URE'S SPECIFICA77ONS THE WORK CREWS SHALL SHUT OFF CONSTRUC77ON MEDIAN DRAWINGS OR 07HER DOCUMENTS LOT DRAINAGE SYSTEM AS SHOWN ABOVE. EQUIPMENT WHEN NOT IN USE. 3' 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF PER TRACTS CHANGES 70 7HESE PLANS MUST BE APPROVED, IN WRITING, BY 0 2 C0NS7RUC77NG LOT EMBANKMENTS INCLUDING 774E PREPARATION OF 29. MONITORING DURING CONSTRUCTION AC711477ES IS NOT RECOMMENDED AT CA-KER-3963, PROPOSED BLOCKWALL AREAS FOR WHICH 7HEY ARE 70 BE PLACED. 774E CONS7RUCAON OF 2% 4: 1 MAX. CA-KER-3967, CA-KER-3968, CA-KER-3969. lF HOWEVER, UNRECORDED CULTURAL 3' DIKES 107HIN OR OUTSIDE 774E C0NS7RUC770N AREA, 774E PLACING V REMAINS ARE UNEAR7HED DURING CONS7RUCnON, WORK SHALL HALT IN 774E AREA UNTIL i AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION BACKFILL UPON A QUALIFIED ARCHAEOLOGIST CAN ASSESS INE FINDS COMPLETION AREA WHERE UNSUITABLE MATER/AL HAS BEEN REMOVED, AND THE OF WALL CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED a PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES FOR 30. IF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION `d THE CONS7RUC77ON EMBANKMENTS, PREPARING SUB -GRADE AT 7HE AND GRADING AC77V/TEs ON THE PROJECT SITE, THE CONIRAC77DRIDEVELOPER SHALL STOP BACKFILLING AND SHALL BE lVOnFlED OF ANY ITEM ENCOUNTERED GRADING PLANE, CONFORMING TO 7HE GRADE TOLERANCE, DOING DURING 7HE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE 7HE SIGNIFICANCE STABILITY SO RECOMMENDATIONS CAN BE MADE BY 7HE SOIL NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING ENGINEER. OF THE FIND AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERAIION REQUIREMENTS IN 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. AND COMPACTING MATERIAL 777 THE UNE AND GRADES SHOWN ON THE 17. ALL SLOPES GREATER 7HAN THREE FEET IN VERTICAL HEIGHT SHALL APPENDIX K OF 7HE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE BE PREPARED AND MAINTAINED TO PREVENT EROSION. PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS 18. IMPORTED FILL MATER/AL SHOULD CONSIST OF ESSENTIALLY FOLLOWED AND 774E 7REA714ENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY 107H BENCH MARK: INCLUDED IN 774E CONTRACT PRICE PAID PER CUBIC YARD FOR OF GRASSES WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, STA 7E CODE REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER EXCAVATION, AND NO ADDI770NAL COMPENSATION WILL BE ALLOWED MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND TOP OF CONCRETE MONUMENT AT THE FOR SUCH WORK. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY POR77ON OF THE PROJECT SIE, NORTHEAST CORNER OF SECTION 12, 30 26. q SOUTH ALLEN ROAD FOLLOWING CRITERIA. WORK SHALL HALT AND THE KERN COUNTY CORONER SHALL BE NOTIFIED IMMEDIATELY ELEVATION = 364.075 (U.S.G.S. DATUM) 10. 174E WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WI7N 774£ (SECTION 7050.5 OF 7HE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND 774E LOCAL NA77VE AMERICAN COMMUNITY, SHALL PER TRACT 5863 STANDARD SPECIflCA77ONS OF THE STATE OF CALIFORNIA DEPARTMENT C) MAXIMUM PLASAC/TY INDEX........................................14 BE NOTIFIED. OF 7RANSPORTA7101V DATED JULY 1992, INSOFAR AS 774E SAME MAY � APPLY IN ACCORDANCE W17H 774E N07ES HEREON. IN CASE OF 32. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL 0/L CONTAMINATED SOIL SHALL BE REMEDIA7ED STANDARD 18-2). ........... 20 PSF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, HEREON, 7HE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE TO THE SA 7ISFAC77ON OF 774E LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF ENVIRONMENTAL USED IN LIEU OF SUCH CONFLICTING PORTIONS SAND SERVICES - BAKERSFIELD CITY FIRE WA7ER QUALITY CONTROL BOARD AND/OORRTHE CT) IN CONJUNCTION W7H 7HE STATE ALIFORN/A DEPARTWENT OF TOXIC SUBSTANCES LEGAL DESCRIPTION: SPEClFlCA710NS SHALL APPLY BUT NOT BE LIMITED TO THE CONTROL. FOLLOWING: BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 12, 33. PRIOR TO SI7E GRADING, SUBDIVIDER SHALL HAVE A PRECONSIRUC71ON SURVEY CONDUCTED TO TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M.; ALSO BEING A SUBDIVISION A) ALL CONCRETE SHALL BE CLASS B" AS /N ACCORDANCE W17H SECTION R AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE SEARCH FOR NA71VE KIT FDX DENS SURVEY SHALL BE SUBMITTED TO 7HE PLANNING DIRECTOR FOR OF THE REMAINDER OF PARCEL 5 OF PARCEL MAP 10617 -PHASE B STRENGTH AT 28 DAYS. REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOnFICA710N REQUIREMENTS RECORDED IN PARCEL MAP BOOK 52, PAGES 31-34. TO AGENCIES PRIOR TD GRADING LAND CONTAINING DENS B) ASPHALTIC CONCRE7F SHALL BE TYPE "B", MEDIUM GRADED, rrwr�r� i r ulv� 1/2" MAXIMUM AGGREGATE, AND IN77MA7ELY MIXED W17H 5-7% J ASPHALT MEETING 7HE SJVUAPCD RULE 4641 REQUIREMENTS FOR W CUT RACK, SLOW CURE, AND EMULSIFIED ASPHALT PAVING. 3" DRAIN GRATE SEE DETAIL "A" 11. IN THE EVENT CONS7RUC71ON STAKING BASED ON MdlVr0SH & ASSOCIATES' ( ) PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY AN07HER 2' FIRM. McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED 3 FROM ALL LIABILITY ARISING FROM 774E USE OF SAID PLANS, MEDIAN DRAWINGS OR 07HER DOCUMENTS LOT DRAINAGE SYSTEM AS SHOWN ABOVE. 12. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR 3' UNAUTHORIZED CHANGES TO. OR USES OF, THESE PLANS ALL PER TRACTS CHANGES 70 7HESE PLANS MUST BE APPROVED, IN WRITING, BY 0 2 McINTOSH & ASSOCIATES 5' 13 ALL GRADING SHALL CONFORM TO THE RECOMMENDA7701VS CONTAINED PROPOSED BLOCKWALL IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORTS 2% 4: 1 MAX. PREPARED BY SOILS ENGINEERING, INC., JOB NOS. 02-9968 & 02-9969 3' DATED JULY 18, 2002, AND ALL ADDENDUMS THERETO. IN CASE OF V A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS 7HE MORE i STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. BACKFILL UPON m COMPLETION 14. UPON COMPLE710N OF GRADING AND BEFORE 774E START OF OF WALL CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED a Y BY THE SOIL ENGINEER. LOT ELEVATION `d 15. 774E SOIL ENGINEER SHALL REVIEW ALL EXCAVA710NS PRIOR TO SEE DETAIL BACKFILLING AND SHALL BE lVOnFlED OF ANY ITEM ENCOUNTERED 3 DURING 7HE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION LOT ELEVATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY 7HE SOIL ENGINEER. 2:1 SLOPE 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. 17. ALL SLOPES GREATER 7HAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATER/AL SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE 0 OF GRASSES WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, ` DRAIN DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERA77ONS IMPORTED SOILS SHOULD ALSO MEET 774E q SOUTH ALLEN ROAD FOLLOWING CRITERIA. 2% A) MAXIMUM % PASSING 1200 SIEVE..............................50 B) MAXIMUM LIQUID LIMIT ....... ........................................40 C) MAXIMUM PLASAC/TY INDEX........................................14 D) MINIMUM R-VALUE.......................................................50 � E) MAXIMUM EXPANSION INDEX (PER 1997 UBC STANDARD 18-2). ........... 20 PSF w 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, VARIES 7' TO 13' TRASH, BROKEN CONCRETE, VEGETATION, OTHER BIODEGRADABLE 0 o. SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. Z UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF 7HE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUC7URES, OR TO SA7ISFACTOR/LY PERFORM ANY 07HER FUNCITONS FOR WHICH THE SOIL IS INTENDED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 90% OF 774E MAXIMUM DENSITY PER ASTM D1557-78, UNLESS OTHERWISE NOTED. = 4% 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT INCHES IN UNCOMPACTED THICKNESS BROUGHT TO NEAR 7HE OPnMUM 4: 1 SLOPE TO MATCH MOIS7URE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE' WITH 4' EF £CINE COMPACTION AND SOIL STABILITY, AND COMPACTED TO 90% a OF THE MAXIMUM DENSITY PER AS7M D1557-78, UNLESS SPECIFIED OTHERWISE. 2' W oe. VARIES 14' TO 25.40' LANDSCAPE EASEMENT 29, M/N. 4"1"M X 0.5' MIN. R/W PROPOSED 5.5' COMBINA 77ON SIDEWALK 0.45' A.C. PAVING 0.4' CLASS H AGG. BASE - 1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY. 29 2 0 W 0 O 2' a 10' 0.50' 2% PROPOSED CURB AND GUTTER 55' TO 73' VARIES 48' TO 64' PROPOSED PAVEMENT VARIES 55' TO 70' VARIES 48' TO 64' PROPOSED A. C. PAVING 0.75' "-ROUGH GRADING LINE WHITE LANE SECTION A SCALE: 1" 5' ROUGH GRADING LINE SOUTH ALLEN ROAD SECTION SCALE: 1"-5' i 0 0 PROPOSED o CURB AND GUT7ER� y 0 0. 2% 0.45' A.C, PAVING -� 0.4' CLASS II AGG BASE - 1.65' COMPACTED O.G. TO 957. RELATIVE DENSITY. R/W EXIST. R/W PROPOSED 5.5' COMBINATION SIDEWALK 2% Y W o UJ oQo 3 `t 6' 2' a 4i a CA 0 a m 4 INLET HATH 3" DRAIN GRATE SEE DETAIL "A (TYP•) 3" SMOOTH WALL---' PVC PIPE 3" CLEANOUT OUTLET THRGH I FACE OF CURB 2" SMOOTH P.V.C. -CONSTRUC DRAIN PIPE 6" CONCRETE CURB DETAIL "B" NO SCALE 7' 2 rrwr�r� i r ulv� U.O J BLOCKWALL W 3" DRAIN GRATE SEE DETAIL "A" �O ( ) 2' W 3 (NP) MEDIAN OF WALL 2' LOT DRAINAGE SYSTEM AS SHOWN ABOVE. W �D A. C. PAVING 3' 0 PER TRACTS SYSTEM SHALL BE INSPECTED BY CITY 0 2 6087 & 6199 5' 29 MIN. OF BAKERSFIELD BUILDING DEPARTMENT. O 2% 4: 1 MAX. 2X 3' 2' V i cn 3" SMOOTH WALLGRADE TO DRAINAGE EMITTER. m m �' 2' PVC PIPE (TYP.) a Y `d Ilk SEE DETAIL 3 CE Q p �A M 0 ` DRAIN 0 1 2% PROPOSED 5.5' COMBINA 77ON SIDEWALK 0.45' A.C. PAVING 0.4' CLASS H AGG. BASE - 1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY. 29 2 0 W 0 O 2' a 10' 0.50' 2% PROPOSED CURB AND GUTTER 55' TO 73' VARIES 48' TO 64' PROPOSED PAVEMENT VARIES 55' TO 70' VARIES 48' TO 64' PROPOSED A. C. PAVING 0.75' "-ROUGH GRADING LINE WHITE LANE SECTION A SCALE: 1" 5' ROUGH GRADING LINE SOUTH ALLEN ROAD SECTION SCALE: 1"-5' i 0 0 PROPOSED o CURB AND GUT7ER� y 0 0. 2% 0.45' A.C, PAVING -� 0.4' CLASS II AGG BASE - 1.65' COMPACTED O.G. TO 957. RELATIVE DENSITY. R/W EXIST. R/W PROPOSED 5.5' COMBINATION SIDEWALK 2% Y W o UJ oQo 3 `t 6' 2' a 4i a CA 0 a m 4 INLET HATH 3" DRAIN GRATE SEE DETAIL "A (TYP•) 3" SMOOTH WALL---' PVC PIPE 3" CLEANOUT OUTLET THRGH I FACE OF CURB 2" SMOOTH P.V.C. -CONSTRUC DRAIN PIPE 6" CONCRETE CURB DETAIL "B" NO SCALE 7' 2 rrwr�r� i r ulv� U.O W BLOCKWALL W 3" DRAIN GRATE SEE DETAIL "A" �O ( ) 2' W FUTURE (NP) MEDIAN VARIES 12' TO 2 2 4.1 MAX. GRADED SHOULDER R 6" CURB I INLET WITH 3" DRAIN GRATE SEE DETAIL "A" (TYP•) 3" SMOOTH WALL-' ' PVC PIPE 3" CLEANOUT ¢.� Sz TO Mq Cy EXIS77NG GROUND O Y _ Q m ----PROPOSED BLOCKWALL BACKFILL UPON COMPLETION OF WALL 2' LOT ELEVATION 0 5'1 MIN 2.1 SLOPE 3" SMOOTH WALL0.5% MIN. SLOPE PIPE AT POSTIVE 1 PVC PIPE (TYP.)� GRADE TO DRAINAGE EMITTER. , OUTLET THROUGH FACE OF CURB 2" TO 3". REDUCER SLOPE TO DRAIN 2" SMOOTH P.V.C. DRAIN PIPE CURB dt GUTTER TYPE "B" PER C.O.B. STANDARD S-1 TYPICAL FINISH LOT GRADING WITH ALLEY OR CURB, PER DETAIL "B" HEREON. rrwr�r� i r ulv� 3__ UKAIN UKAIt-' SEE DETAIL "A" BLOCKWALL W 3" DRAIN GRATE SEE DETAIL "A" 0.5% MIN. SLOPE PIPE AT POS ITYE ( ) 2' ALL HOMES TO BE CONSTRUCTED WMTHSUBSURFACE COMPLETION (NP) GRADE TO DRAINAGE EMITTER. OF WALL 2' LOT DRAINAGE SYSTEM AS SHOWN ABOVE. W �D A. C. PAVING 3' 0 PER TRACTS SYSTEM SHALL BE INSPECTED BY CITY ma 6087 & 6199 5' 29 MIN. OF BAKERSFIELD BUILDING DEPARTMENT. 2 2% 4: 1 MAX. 2X 3' 2' i cn 3" SMOOTH WALLGRADE TO DRAINAGE EMITTER. CCS m �' , OUTLET THROUGH FACE OF CURB 2" TO 3". REDUCER SLOPE TO DRAIN 2" SMOOTH P.V.C. DRAIN PIPE CURB dt GUTTER TYPE "B" PER C.O.B. STANDARD S-1 TYPICAL FINISH LOT GRADING WITH ALLEY OR CURB, PER DETAIL "B" HEREON. 3' 2" TO 3" REDUCER 5' 14' AND DRAIN CONFIGURATION BLOCKWALL 3' NO SCALE 2X �U_o c�Q_�$ � 2' ALL HOMES TO BE CONSTRUCTED WMTHSUBSURFACE COMPLETION 0 X W p EXISTING OF WALL 2' LOT DRAINAGE SYSTEM AS SHOWN ABOVE. W �D A. C. PAVING 0 PER TRACTS SYSTEM SHALL BE INSPECTED BY CITY ma 6087 & 6199 m 29 MIN. OF BAKERSFIELD BUILDING DEPARTMENT. 2% 4: 1 MAX. 2% HQ 0.5X MIN. SLOPE PIPE AT POSTIVE i cn 3" SMOOTH WALLGRADE TO DRAINAGE EMITTER. CCS m �' PVC PIPE (TYP.) a 3" DRAIN GRATE "A" `d SEE DETAIL 3 Q p �A M ` DRAIN 1 � .i= w PROPOSED 0 o. Z HOUSE -� W o = Z a \V/ORME 0.5% MIN. SLOPE PIPE AT POSTIVE 3" DRAIN GRATE GRADE TO DRAINAGE EMITTER.SEE 3 DRAIN GRATE DETAIL "A" SEE DETAIL "A" (m'•) (rn'•) 3' 2" TO 3" REDUCER 5' 14' V 0 BLOCKWALL 3' BACKFILL UPON 2X �U_o c�Q_�$ � 2' La z 0 - ' FFACE OF CURB SLOPE TO DRAIN 2" SMOOTH P.V.C. DRAIN PIPE CURB dt GUTTER TYPE "B" PER C.O.B. STANDARD S-1 OR CURB, PER DETAIL "B" HEREON. TYPICAL FINISH LOT GRADING WITHOUT ALLEY AND DRAIN CONFIGURATION NO SCALE ALL HOMES TO BE CONSTRUCTED WITHSUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. R/W PROPOSED 14' V 0 BLOCKWALL a BACKFILL UPON AREA �U_o c�Q_�$ � LANDSCAPE/SIDEWALK n COMPLETION 0 X W p EXISTING OF WALL 2' W �D A. C. PAVING 0 PER TRACTS LOT ELENA 110 ma 6087 & 6199 m 29 MIN. 2% 4: 1 MAX. 2% HQ �--- PROPOSED 6' EXISTING MEANDERING CURB AND GUTTER SIDEWALK PER TRACTS 6045, 6087 & 6199 CHAMBER BOULEVARD & WINDERMERE STREET SECTION 1 � -C�aa PN3 SCALE: 1" 5' rn O M M t- ixa O Q Go z u- I Q J W v 3 0 � w to O (A ". N w w Y Q m 0!� 0 04 u 0 cz z Of w w JZ z w to v (V CD j Eo- Q to o 0 W J 3 m m W Y 0 0 1` Q Al 45 � a > U < 0 Z .a U a ♦♦RR V I Z W r 0 o�ir 0 ma m C) �{� ♦♦1 <v/ HQ i cn CCS m �' a `d u� Z .a U a ♦♦RR V I Z W r 0 o�ir 0 ma m C) �{� ♦♦1 <v/ HQ i cn CCS m �' a `d I W r 0 RIW 20' 1 26' 26' R/W VARIES 01 TO 116 20' 1 (.45 VARIES _7 17' 2— f r2 9' TO 17' 2X IN J J_ MIN'2% . % ­1751DEWALK 2 -------------- - ---------- 12" OVEREXCAVA77ON ICCr' AfnTr -771 A— PAD Cumt-Aunuiv 5' SIDEWALK WEST Y4 CORNER LIMITS JO 00 ------ 12 0 0 VEREXCA VA 77ON ROUGH GRADE LINE Ln SEC. 12, 30/26 IS AT 0.3' BELOW FD. 2* I.P. W/TAG (SEE NOTE 23) c77ON 10, FLOWLINE J, 72 PAD COM PA 43M PER RECORD A OF SURVEY BK. 19, k PG. 118, O.R. 01, RIGHT-OF-WAY ICATED �HE b 0 tj / "I— TYPICAL ROUGH GRADING SECTION FOR LOTS GRADED WITH TR 7161 GP f F_. V A f UPDATED 11-1— 2 013 ­Sj 112' -, 10 fP 357.502 19,Q Fp M7 40 01 1cm 01 on, < 3 FF 35720 FINISHED PAD a z 2 TEMPORARY SUMP 0.27 AF STORAGE REQ, 0.29 AF PROVIDED BOTTOM ELEV. 352.50 SIDE SLOPE = 2:1 [1. NOTE: PROVIDE TEMPORARY CHAINUNK FENCE AROUND ENTIRE PERIMETER OF SUMP.,^z AVV!%V1AIIVNZo EP EDGE OF PAVEMENT Fs FINISH SURFACE r1 ' N, ;Lu 17' FP 357.10 TC TOP OF CONCRETE OE OVER–EXCAVATIO! I 357. _j MIR FL FLOWLINE FF FINISH FLOOR CL CENTERUNE FIC FINISH CONCRETE 4- 2! FP 35690 N\ ELEV ELEVATION GB GRADE WEAK 0. % EXISTING GROUND CONTOUR is 1<7 fp 100.00 PROPOSED PAD ELEV. ASBUILT/AS–GRADED PAD ELEV. 30-- 0 T u u Fp M6.70 _/ . PROPOSED GUTTER FLOWUNE tLEV. T 01 1/ EXIST. TOP RV. OF CUB ELE EXIST. GUTTER FLOWUNE ELEV. 17-1Fp J56.50 PROPOSED LANDSCAPE ELEV. 01 P, A ci� I I I I I O sDIRECTION AND PERCENT OF SLOPE 1k, a jl5x FOR DRAINAGE % CURB AND GUTTER 6 0 RK14 FP J57 40 IN, EXIST. CURB AND GUTTER FF im. Jo FP 35680w CENTERLINE OF STREET N. � , . PROPERTY LINE RIGHT–OF–WAY X_ — — — — — — — — — — — PAD COMPACTION LIMITS z N\ si, STORM DRAIN 2 0 0 4 0 8 (K Ljj 7 _771 Z fp 156. 10 FP JW. 70 FP 35730 A TYPE *A* CATCH BASIN W11H 3.5' VIDE F3KN OPENING UNLESS OTHERNSE NOTED i! "A FF 35710 k 2'x2' DRAINAGE INLET En t �g I 5, EXIST. STORM DRAIN > 110' — ----- 15' 5I I TRACT BOUNDARY � s; is LIMITS OF GRADING OUTSIDE Z 8 36 le FP JL56. 10 V, V% TZ7M I a e / > OF THE TRACT BOUNDARY fpM7W 2 7 SECTION LINE FR 356 50 1 M A V, — -- — -- CA 35 tp TAM an IA 91 NOTE: aI 1 I9 1 _), I ALL RETURN SLOPES ARE TO BE 0.50% MIN. 1 — —:: — I rl�.Xmjo I 1 11 1. % ­_ Zo FP M7 10 LOT Nz' FP .356 30 9 1 C14 pit i _TA 11-looe Z, - - �1 I I --1— -1 A % ILL UPON BACKFILL COMPLETION 0 1 I TR 7I b]UNITS I —!D VARIES 16' TO 26' x7 2—' OF WALL GRADING PLAN AND ASBUILT PLAN T1356. 0. ly. MIN. FINISHED PAD Lj7l V11 2% 2 XN P FR FPARATF P1 AKIII� v, Fp j FUTURE WALL 71 I u 30 fPM700 Lj FR J5720 8 NO jr 34 3111, FP P. 356-70 FP J57.0 • 0\ 1 126' 26 FP 35730 I I I 1 `5' SIDEWALK ROUGH GRADE LINE IS AT ax BELOW Z_ It 8v. FLOWLINE SECTION "v - FPI 11 R, FP.357,V 1010- zr I I .�1t 9 TYPICAL ROUGH GRADING SEC A 29 C'Si`26 HORIZONTAL SCALE: "1 " 20' J56.70 5 FP 5' VERTICAL SCALE: 1 AI I . , 11 1 I"e, % " z 7 TING OMARY 48-1 Exis 95 15' 7' k 100" SUMP TO BE BACKFILLED A lot IN ACCORDANCE vAlm SOILS REPORT. 23I 1 2 10110' _\=—�-� s �. fF.357,W —133 1 32ai Fp im. ► FF J57 JOW 28 —A A- QU FP 35730 Fp 357 Nx x rK _A �'s LOT BB FP o sr) A4 e. 41L LoI I' 27 C14 FF 357 30 X. v4__ V 356 FP J57 40 l f 90 35-6 L I FP 35650 0.25%T- 0.25% o.29Z L Aw. ED 1 56.5 s_ DRIW !��;p 21 FP ".0 1,356.61 M A T C H L I N E S E E S H E E T 'ION SCALE: 1 = 50' 50 25 0 50 100 /."7- (63:1-k Pi 3 a) 0 W) ro CD D QE U 2 ED w z LL_ 0 LLIn OD LLJ m LLJ tO N crV) C*4 Lu m ammm Z C-) (L 0 Z ocr. 0 zcj ru cj) 04 a cm< co � OCC 6 ZCD .j .4� D coEn co � c/) R �u Z C-) (L 0 Z ocr. 0 zcj ru cj) 04 a cm< co � OCC 6 ZCD .j .4� D coEn co � c/) R M A T C H L I N E S E E S H E E T 2 N88 ZZ, fF 27 ;{f \' ! I + I I I J57 M I FP J57 40 5 im. 90 c%j c) �I ! - I - __ I -- -- __ -- -- __ _ _ _ _ �+ 356.6 0.25% .11, -_ .. I ­ - 0 x Rim C4 .47% C4 XINU4 �nN INR 21 DRIVE FP J56.90 356 - - - - - - - - - - - - LEGENDI ! 5.55 ,` � ABBREVIATIONS Ia I i I I ; 14 (DI 8 x EP EDGE OF PAVEMENT Fs FINISH SURFACE X FF J5Z90 8 TC TOP OF CONCRETE OE OVER -EXCAVATION FP .3570 ` ±°\ FL FLOWLINE FF FINISH FLOOR x I o LL, 23 2 �-,"` 2 CL CENTERLINE FC FINISH CONCRETE LLJ ---I5 26 ELEV ELEVATION Pr) n ry 7,� 77­� 1 1 Fp. im 00 1 FpJmoo FP 357.90 57.61 G8 GRADE BREAK 7 f j-, EXISTING GROUND CONTOUR R 7161 UNITS 1-5 FP_ 100.00 PROPOSED PAD REV. \ - _ I I O 1 I 17 x x® cl: ASBUILT/AS-GRADED PAD ELEV. i W -:� _,__ Fp mz8o GRADING PLAN AND ASBUILT PLAN I ; I F4�F 357.7 - la� PROPOSED GUTTER FLOWLINE ELEV. _j 0 357.6 '25% 57.46 EXIST. TOP OF CURB ELEV.�s (L PER SEPARATE PLANS -- i r4) EXIST. GUTTER FLOWLINE ELEV. 9 I t -d 1` I ------ ------ --- - - ! + ( 1 Q < > 10' !vto FP J57 70 PROPOSED* LANDSCAPE ELEV. 16 ` I CNI I FP 35Z M amm DIRECTION AND PERCENT OF SLOPE -�- -- -_ __ 1 , I I o IN i 57.62 I 1 "' m 0 FOR DRAINAGE 55' 17' I I I - - - - - - 48' x 7 r; CURB AND GUTTER , ! �2 1 21 1 20 11 19 FP J57,70 I I X�l r7 FF, JW.00 fp. J56. 00 FP J5Z90 EXIST. CURB AND GUTTER x ------- 18 17 CENTERLINE OF STREET ff� 356. > FP J57 60 1010 __ PROPERTY LINE RIGHT-OF-WAY 15 1 I iri r FP 357 60 ----- - - - - - x ----------- PAD COMPACTION LIMITS D- STORM DRAIN 1p -j3nT IP TYPE "A" CATCH BASIN WITH 3.5' WIDE; I LAN ESF ELD _D_ OPENING UNLESS OTHERWISE NOTED , I % ( D ^ 0.25X 7AFN_ _■ m AZ& fxf DRAINAGE INLET Lj� t C 0.25% 4% N 0.33 ----- ------ EXIST. STORM DRAIN TRACT BOUNDARY LIMITS OF GRADING OUTSIDE PIPELINE EASEMENT IN FAVOR OF 14 OF THE TRACT BOUNDARY f P.G.&E. DOC. NO. 0201028900 1 1 180 1 1z I DATED MARCH 5, 2001iO.R. FP 357.10 SEC71ON LINE FF! 357.80 FP J57M 4 23' 23' fF JW. 50 f ( I ! I - - - - - NOTE:I I ! = I � I -- -- -- ' I ALL RETURN SLOPES ARE TO BE 0.50% MIN. 0ip-_,10, PIPE U/G 1 7 717-mr-7 EXISTING IRRIGATION LINE TO BE REMOVED BY OTHER) (TO BE REMOVED BY OTHERS) 37.501 -­4AiEl? .WELL PUMP -(TO� BE/ REMOVED BY OTHERS 1 g FP 37.50' J5720 FF! 55720 38 8 FP 357 60 1 FF MZ60 -J, I ! I I I , I , SERVICE POLE FOR PUMP �W/ELEC. PANEL BOX I [(TO BE REMOVED BY OTHERS) ! - - I ( 17 2 ,ass 70 9. ZI _._ _ - I ! I 11 TZ740' FP 357.40 37 27 15'15' PIPELINE EASEMENT IN FAVOR ui- FP 357 40 FP J57 40 P.G.&E. DOC. NO. 0201028900 26-L 26' 1 I� I I I 1 I !, I DATED MARCH 5, 2001, O.R. Lu I 8' 1 > L-8, 3 '17' 81 _j oily" FF Jim. 90 u.. 10.1 15 95' 15 1011V 22;� 46.50' 1 I I 1 ! kk 46.50' F7� 357 70 ["'EXISTING FENCE TO BE FP J57 J0,11 26 REMOVED BY OTHERS ` I I I I I ! FF 35720 FF J57.20 , I I i w �,_ t 4V 100' i d.. 1 1 I I I I OI ! O I "' __ N UM _j I``f ` I o" 4 14 M 4", f P 357.40 5 3- 2 -1 1;0 1 0 ; 1 1 I I I; i I, ! 25 'C4 z FF im. go FP J57 20 35 FF 35700 I I ! I N I I 1 FP 357. IV E I I I ! - __ __ I __ --- ``` I I l ' I I; I -- Q- - �" -- I I I! I I I I 1 I ! A __j /f ! I 1 24�N , ! ; I I , I !. 1 20 !1FP J57 10 2 ! I FP J56.90 34 !- I FP ".90 5 11 Lo 's, x, 11 < FP 35670 > 0 f :i- I I -- __5�. �J `.�� I I ' ! I I � I I' ! 1 I I i I 1> 0 J- - 33 1 23 II FP JIM. 70 TR 7161 UNITS 1--5 iff of SCALE: 5 FP JIM. 70 50 25 0 50 100 36,00' x -A GRADING PLAN AND ASBUILT PLAN tk !-------- 1--�-_- -- -_! I I r I PER SEPARATE PLANS 1 11 32 22{ '4 MPORARY-!SUMP FF! p JW.50 JW.50 0.26 AF STORAGE REQ. - if 0.29 AF PROVIDED 40 ;03 BOTTOM ELEV, 352.50 SIDE SLOPE 2:1 „ � _( Q / ! - 1 -- g -- -- �� � 18- DRAIN F9 18 _u_ L2 5,'g u D ell NOTE: - - - - - - - - - - _iRAIN ji 1 -0- PROVIDE TEMPORARY CHAINLINK FENCE AROUND PARKERHILL ENTIRE PERIMETER OF SUMP. j DRIVE J3?7T zp MR. 41" PAW; -Z -7I 1 ! I I ----- - --- - --- - --- ----_ -, Fp 356.50 be V K 10 ff� FP 60 5 > tq 21 till 13% 2 29 FF J56.50 1 3 7 28 31 N8815118"if 0 36tOO' FP 10 1 FP J56. 10 FF JW. 00 FF Za 90 FpJZ90 U �r _ ��OMIA I I I d �.-�. m mi I ml"m mm mm mm mm Sim Ell o"Wo 9 FF J56.50 t 1010' 8 FP J56. JO .4 ',at - --- - - I I I = M A T C H L I N E S E E S H E E T 4 FP J56.50 WOOS A "A 356.5 v x 'A .6 12 FP 1% 70 F356.58 13r FP JIM. 70 13*56.55 4; 90' RIGHT-OF-WAY DEDICATED TO THE C.O.B. PER DOC. NO. 0199164895, DATED 11/16/99 FFAXIM2 'M5-6-.16 31 x U5 6. 5 61 Vz x L - - - A� \\x 2� N W N_ ul _o\ 23 AA I 111. \N 73 X w 156.00' UJ 46-11 C Al LOT` AA ui PRIVATE PANK'\ NO. 1 SEE SHEET 7 FOR " PARK GRADING PLANj j v TR 6223 UNITS 11 21 & 4 ASBUILT PLAN �, PER SEPARATE PLANS Q) 7- cliN 24 DRAIN _-0 ------ IF428 co I ! cli ?, 20 I 19 11 18 17 1 /P 356.20 I fp 356 00 I fp 35580 gs I I-V I A�y Ab. LOT FF ME 0ouoo z (L Z cx 41J No d ZCDOC G (n co 0 o �_ J co 0 o �_ J _ M A T C H LINE - SEE SHE E T 3 I + I "� i FP 356 80 / I i I rr ' ' I 1 ' 21 I 1 ' ' i I I I I 'V i ' N88'�5'1 ! I 111_° I I ( I I! - 213X ' 1 1 30 8'W - ( - �. D' - I ► _ _ 1 I.7 28 29 30 I 31 -� i fP�5o 1 I I -f -= _% 1 � I I I W ' i =--- zf 1 -li 11E f --- : 3�_ - - - - I fP 35 f0 1 fP 35f 10 I -- 1 I 1 I 1 fP 356 00 FP 35590 , fP 35590 I U' 2 0 19 1 g I j LU T F r \1 11 7 ''." _ I ri I I , I U N I fP 3J�6Zii i f1� 3562il , 1 I/ , be 1 a2 - 11 I' ■ I I I fp 35600 I fP 35580 N s m00(m _ _� _ _ _ _ 9 o I 1, .-.-.-� I o ' Io _ s �i n I ,, I 1 �. - FP356.50 _.� ..,_ I _... _ I c (�M==ii F_ OF mm��t����l���� ��� - -- ' I ' - - - --- f3__ _ f -- 8 I I� I I - 1010' �- , I ,I—, _� 'lli 11 i;frz #. Izi , I 0 I fP 356 3o I ;� 1 - -- - - - - - _ - ' 1 v I - - ' ' f; 1 I I Io , -"-Wml-W _ 0.25x _ GiB W -0.257 Ipi -- fF 356 f0 ■ j I )�� 1 Iw I I �" I I 5.62X -GB p•25X _ 0.25X ' i 3 3 I — - -- -- - o _ �3.6 I 16 1 15 11 I 1 I - - -- - - - - - - - - - - - - + I �� -� 3s4 s0 ' fp ,3551 11 I FP 35630 �I ---- - �„� I 1 and I 1 0 1' 1i I FI ' , '` I 1 11 I j i% '■ 1 I I 17' - I '�% ��' I 1 @27 , - ' 2s' 2s' I - ' -` - ' I 2 I , , o III z { fF 35610 _. _. 1 ,�'-= N , ' FP 356.00 11 I I I I I I1 Il1 I, -- I I I 1 I I1 28 I I_ 1 11 I t ~ -> I I J8' 1. I t 7' 17' t fF 355 I fp 35620 — -- ' ' I I j ;, ,.., �- I $, 3 0 2 9 1���:�� 2 g 12 7 j ;< j , I I — I T I �rff! 356.20 fP 356.20 FP ,356.00 1 , 4.81' __ .,. _ 1 2s' I 26' I � I I I _I _ a0 __ _ �=---- -- I I. I I 10 10 `` FF 355.60 FP 35570 6' ----r_- _ I— - I I CD 213X -��- - _ ✓ ;, — ti �. 1 I 1 3 2 I I 1 -+ 8• -�- -. , + - _ I ► _ I To.25z t.Q 1`I i �. 1 I, - I fP35630 I 1 I I I - - -- --- -1 r' , I , I 1 I - I , 56.52' ( - r I 1 9' �,� ' - ' I I K �r 1 I I I I l1-11 `-=� ��� I fF35590 1 - - _� �' --------- -- ------ --- ' I I 26 10 10 I �I� i I Y v ��, 1 I _ __ -- �, I x 29 I I , Ico ' I —— _ —_ IFP .� 1 I I I I W o g� , _ _ I , - - - _ - - , _ _ _ _ j I 1 I o 1 FP 35620 ) I 1 ( 4 14 o ' �K w N I 1 1 �� 0.25x D.60% r. ' I I I I I' I fF 35620 w I 0 - _ STILLBROOK D•25x I I 1 I a a � a o - f- _ _ - _ _ _ 1 , �- --_-- _ -_ _ - _ _ _ DRIVE 18' DRAIN 0.2590 , -` _ _ _ _ _ I I I I o °°'r �j a r - _ _ _ I _- _- I ztern ' z�� ,_ 1 I I rn _ - _ _ I _ -- J I .- WO Wp�j f _ __ "� - Q to -W 1 10ul '> I 11 - __ N � - w Y t. I _ _� o _ __ __ -- _ I W zWY� o I r - I _ —_ —�_ _ _-- _ — __ TR 6223 UNITS 1 2 & 4 a3 7, --� --- ------ - - u. > > Sao bio I �J I c�i�` ------ wamw ��� �� . 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CORNER SEC. 12,30/26 �.___ .-_ ___- --__ _...__ :- - - __ _,___ _ -_ ___ _ ____ r A . ._. _._ . _.., ---------- - � -' ---, ._ .�- awl • BRASS CAP MKD. FOR _ __.�._ �._ _.� �_ �__. � -'_------ SEC. COR. L.S. 1911 UP 1" _ _. _ n_ _ e _ _m._ - _ q_ _ ��:.__ _ -� c << ___j'___ RECORD PER FILED MAP _ _-� - _-� ® _ ____� _l__ _ ._.__ _,,.-- _ -- .__._.v_. _.R-... __ - � _. _ PERMANENT SEWER CONSTRUCTION BOOK 6, PAGE 36 EASEMENT GRANTED TO THE E CITY OF BAKERSFIELD, DATED 7/06/1998 f �,,�' PER DOC. # 0198089667, O.R. �� ��` LEGEND` AGRICULTURAL I i / _'______l­j ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE CURB AND GUTTER TC TOP OF CONCRETE OE OVER -EXCAVATION FL FtOMIUNE FF FINISH FLOOR ___--,.___-._-�_-__-=__=____=_____________=,._._ EXIST. 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Z lu 1 2, VARIES 15' TO 34' 2, 1y, MIN. FINISHED PAD f. w lz MIN 12" 0VEREXCA VA 77ON (SEE NOTE 23) 5' SIDEWALK ROUGH GRADE LINE 12" OVEREXCAVA77ON IS AT 0.3' BELOW Pan rOMPACT/nN 10' (SEE NO1E 23) FLOWLINE TYPICAL ROUGH GRADING SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 1 1 2% PROPOSED 5' SIDEWALK SECTION SCALE: 1 =5 1 R/W R/W R 20' 26' 26' VARIES 20' \ I I 0' TO 116' Q- 1 I I =o. I I I o z I17' VARIES 2 FINISHED PAD 2 I 9' TO 17' I 290 MIN. 1 ,- PAD 23 MIN I SIDEWALK 12" 0VEREXCAVATION (SEE NOTE 23) f0' PAD COMPACTION 5' SIDEWALK LIMITS 12" OVEREXCA VA 77ON ROUGH GRADE LINE (SEE NO 7E 23) IS AT 0.3' BELOW PAD COMPACTION 10' FLOWLINE LIMITS TYPICAL ROUGH GRADING SECTION FOR LOTS GRADED WITH TR 7161 GP UPDATED 11-1-2013 12 ALLEY 20' R 10' 10' R 20' tui- 22 VARIES VARIES 22 FINISHED PAD zQ. 8'-10' 8'-10' EQUAL TYPICAL ALLEY SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ------ --=--iii. �I�II . �I 26� 26' LOT AA M :_--- Zl M A T C H L I N E — S E E S H E E T 6 11, ALLEY Z 1' LANDSCAPE --j 10 10 20 I EASEMENT i I VARIES VARIES 1 2% PROPOSED 5' SIDEWALK SECTION SCALE: 1 =5 1 R/W R/W R 20' 26' 26' VARIES 20' \ I I 0' TO 116' Q- 1 I I =o. I I I o z I17' VARIES 2 FINISHED PAD 2 I 9' TO 17' I 290 MIN. 1 ,- PAD 23 MIN I SIDEWALK 12" 0VEREXCAVATION (SEE NOTE 23) f0' PAD COMPACTION 5' SIDEWALK LIMITS 12" OVEREXCA VA 77ON ROUGH GRADE LINE (SEE NO 7E 23) IS AT 0.3' BELOW PAD COMPACTION 10' FLOWLINE LIMITS TYPICAL ROUGH GRADING SECTION FOR LOTS GRADED WITH TR 7161 GP UPDATED 11-1-2013 12 ALLEY 20' R 10' 10' R 20' tui- 22 VARIES VARIES 22 FINISHED PAD zQ. 8'-10' 8'-10' EQUAL TYPICAL ALLEY SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ------ --=--iii. �I�II . �I 26� 26' LOT AA M :_--- Zl M A T C H L I N E — S E E S H E E T 6 11, ALLEY Z 1' LANDSCAPE --j 10 10 20 I EASEMENT i I VARIES VARIES � 2 118,-10, 8'-10' FINISHED PAD ELEVA77ON I =Q. 19; MIN. Q 1 2% co 8"'-� SEE DETAIL "A "-�'I�` o 15' 6" CLASS "B" P. C. C. ROUGH U � GRADE cz 3" AGGREGATE LINE PAD BASE OR APPROVED QLLI EQUAL C� I-12" 0 VEREXCA VA 77ON (SEE NO 7E 23) :OMPAC71ON LIMITS TYPICAL ALLEY SECTION HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 12" 0 VEREXCA VA 71ON (SEE NO 7E 23) ET EASEMENT GRI PUBLIC SIRE OF BAKER SFIEtD To WE CITYDOC• NO. 0 X5902, DATED I -'l-&M 3 M Z a .t J a H O} Q Q d co o a 00 �c!) U � cz O QLLI ma C� C> ZM (.9 U W00 w Y J (D o m C..) 0 3 a� O E v C N Ir 'm w m a m � DIIL- � U O z w v� W W LO Z a J a cz Z o a a: �c!) cz °' ma C� C> ZM (.9 �3 �Q 4; J cz m C..) i/) a� C g W W LO LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERUNE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK - - _ EXISTING GROUND CONTOUR fp 100.00 PROPOSED PAD ELEV. •_ool­ PROPOSED GUTTER FLOWUNE ELEV. V- EXIST. TOP OF CURB ELEV. � T�- , EXIST. 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I �, I -- _ .... - --- - - - - - - _ D --- -- 12' I 11 1523b"1 f suer ��; , _ ` ■ .� D.25X - - _ 24., DRAIN . . . is ;,I /_ �� x.1.1 zf , .,,�el I gg�o.z5z LINCOLNSHIRE (1RI�/E o.2 s'� ,s' DRAIN 6' w�DE 1 j' I BOTToraI -- -- _ 5xROSS �� PARCEL _ GU __ ____ .___ _. ______ _� . _ _ _ _ ___ _ -- _ _ - _. _ - ; - — — _ E I — I- - C-" 1 ` 3 ��PROPOSED RETENTION BASIN I -- = ,., I _ ,� --- - -- - -� --- _ I OLUME RE 1 _ - - _ .. �r ._ v- — PER z I Qb: 11.68 Ac.FT. I' 4 r r. � 1 i �,. -- —_ _ I (�, ;�. I i I 1 - I PARCEL MAP i � 4 VOLUME PROVIDED: 11.83 AC.FT. ' LOT L� i 1 o I WAIVER NO - I f" D.W.S.: �� I 350.00 3 a _ , �' �_ �__._ 1 , , I o I o �, - r. I I z BOTTOM ELEV.: 340.00 ._ it I i t - I v x (91 v.. _ ,n z - .n 11 :; ,;'- ;o i `` >..� o m .. .. � I Ai I 0 0' - - , . _ ,PARCEL �. f?AR�-EL �11 1�= PARCEL PARCEL 1� __ LOT EE , s5' 15' ,2' = I -� 0 � V ,� ��t � � >_, .� „ PARCEL i i5. k --- I I I . » » Ott �I �I 1 » :� F I W _. > �1- � EXISTING m - i t _�_� A �, C I _ _ _PARC _ I ctt 1 15 2 i t� D FL_ _ ��` _� ; - 5 I--- TEMPORARY a , FP 35x 40 PER PAR :� _ 1, fP 355 Z(! fP 70 I. CEL MAP PER, PA MAf PER PARCEL MAP I p _ II »�s I _ � , . RCEL �� PER ARCEL MAP PER PAR I � �� WAIVER NO CEL MAP 2X I 1 --_-_-__.. ; __� WAIVER No. 1 — `�, SUMP __ E ` WAIVE N0,` `, WAIVER N 1 I D z O• WAIVER NO. TYP. 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PR OPOSED P ____ _.__.__._mow_...__ , �__ - -__-._ .____ _ _.. _ _ _ __- _ _� _ __. - - -- , - �_._ - - - _____ _ _, __.- _ __. ___ _ ___._ _ _-___ ._..---_-__ , _ _x �__�.,_ a_._ - - ___ _ _ - - - - - W,_ _. _ _ f___ -`w _ _- _ _Y_ --._ _._ __ - __. _ _-__-_ w.__ __._ _ n___�_ _ _. __. ___-__. --_ ___ _ _. __ .._ __ _ ___ - __. ___ -__ _ _ _. __ _ ___ _._�.. _ _ ___._ __ _ _ ______. _-_ _ _ - - _ _ _.� __ _ a- - . _- F. S s f 11 - -,..._ ... .. _'7___,.___-= ""'-r .__.._ - , ,.. ... -. _ �11_. .. _- _ , . ,. . - .. - -..>,. <.... ..... <....._ .....,�.»_ _"...-,_ ----.__._._._ mow_.. - - .-.4._ -.-_ _ ... _ _.. ._ _.._ ...._ M,..... _.....___�__ i - / ._� .kM. ,x�y ..,,...,-_...,...,. -,v...>__ __...-._....r._ ..........�._..... _.__...� w.-._r�.-..a ...�,__,..-.. ,_r._... .....>-.....�.� .-...._..,..._ ....,,....m,.__ g...__ .,.F ..d,. - ..n.... __... .............�_ .»»._.._..._.... .......,,�,...,._... ._—._,_.._.- ,__...-_� .,.._,�Mm_ �.,....._....._ -..�. _e.,.....v ....._......_..�... ,.-._.�,..a.a.. ._...,.___.,._. ._. t._ ,.._ -__ __- 55' IRREVOCABLE OFFER OF DEDICATION -- - - _.- O THE CITY OF BAKERSFIELD PER �- __ _ ___ __ - -- _- ___ __ ._ - - _ __ __. �. ' it SOUTH N CORNER 8 . ;w„ e -. DOCUMENT NO. 0200023480 �.,_._ - __ -�--�---�-�-°--�--�-- -- _ .._ ._. �_ w_._ i SECTION 12, T.30S., R.26E. DATED FEBRUARY 29, 2000, FD. CONE; -MON. IN L.H. MARKED I L.S. 4383 PER _TR-600.1--PHASE-Oma..-,-ti____ - ___._ �_K__ s I __ i - � R 2s' 2s' I 20' 10' I I I , 1 BACKFILL UPON 13' I =zZ 4 I COMPLE770N VARIES VARIES OF WALL 1 2' 2' . /_ 7' U dad PH -3 9' TO 17' 9' TO 17' r' FINISHED PAD i I jr. MIN. - ,'F FUTURE WALL 19,. MIN 2% I �- 12" 0VEREXCAVA77 N� 0 ,, ,, { �' 'i 5' SIDEWALK (SEE NOTE 23) ROUGH GRADE LINE I 10' PAD COMPACT IS AT 0.3' BELOW I I UMI IS FLOWUNE R IF R 26' 126' 1 20' 10' BACKFILL UPON I COMPLETION , I OF WALL 113' , FINISHED PAD2' I VARIES VARIES 2 ' ( W �_ 1 1A.,17' 1 9' TO 17' I 2 O MIN I _ FUTURE WALL I ' 5' SIDEWALK 29 1 r. MIN. i ROUGH GRADE LINE IS AT 0.3' BELOW 5' SIDEWAL 12" OVEREXCAVA71ON FLOWLINE (SEE NOTE 23) 10' PAD COMPAC LIMITS SECTION 6 TYPICAL ROUGH GRADING SECT* HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' . /_ 7' U dad PH -3 PROPOSED LANDSCAPE ELEV. 0.315X DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER 29 EXIST. CURB AND GUTTER - CENTERLINE OF STREET FP 357.80 PROPERTY LINE / RIGHT-OF-WAY .ACTION LIMITS - 18" WZA- DRAIN m ------------ PAD - - � STORM DRAIN - TYPE W CATCH BASIN WITH &5! WIDE EXISTING IRRIGATION LINE OPENING UNLESS OTHERWISE NOTED TO BE REMOVED BY OTHERS + ■ 2'x2' DRAINAGE INLET -4- . i --- ;; -- -- _---- EXISTSTORM DRAIN I 28 I I TRACT BOUNDARY ( ................. LIMITS OF GRADING OUTSIDE FP 357.60 I I 1 A OF THE TRACT BOUNDARY I - - - - SECTION LINE i I NOTE: ALL RETURN SLOPES ARE TO BE 0.50% MIN. + I I 2 I 7 II FP 357.40 I I I I 1 I I I � I 26 FP 357.20 -- -- -- - 1 I 25 I � M I 5 I t I I FP 357.00 I 23 FP 356.70 77 1 I 2_2 P 356.50 I L----- M62 LN G 79 �_ v ASBUILT PLAN PER SEPARATE PLANS \ _.356.0 11 / �35b.5LOT � / 1 I \ \\ \ \ \ PRIVATE d N 0. + ;lip\ \\ SEE SH PARK GF Il Ii `�-`—� \356°s\ SCALE: 1 " = 30' 130 15 O 30 60 r, `1 r \ J�=, \ v \ \ \ \ i.4 �A PAR T 7 FOR ,ING PLAN 3SQS \ \ \ \ \ \ r vas v Zlo NJ I \ — N. °� \Oo, Ns Ar CONNN WAT�Rr BOXbe/ P �9NC // rA FP354.W -- o __ 30" DRAIN _ =4' DRAIN o -- o -30" pRpatA \\ i 35 F( 0.267L 34 -GB - - - 0.25X 0 �O Al \ I \ / co EXISTING RAID Tr) P /. -G�a3 P I i LEGEND I ABBREVIATIONS Z EP EDGE OF PAVEMENT FS FINISH SURFACE I I O TC TOP OF CONCRETE OE OVER -EXCAVATION I I FL FLOWLINE FF FINISH FLOOR I - CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK „� EXISTING GROUND CONTOUR FP 100.00 PROPOSED PAD ELEV — _ _ - © ZO PROPOSED GUTTER FLOWLINE ELEV EXIST. TOP OF CURB ELEV. 0.33x � J ,n EXIST. GUTTER FLOWLINE ELEV. m � PROPOSED LANDSCAPE ELEV. 0.315X DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER 29 EXIST. CURB AND GUTTER - CENTERLINE OF STREET FP 357.80 PROPERTY LINE / RIGHT-OF-WAY .ACTION LIMITS - 18" WZA- DRAIN m ------------ PAD - - � STORM DRAIN - TYPE W CATCH BASIN WITH &5! WIDE EXISTING IRRIGATION LINE OPENING UNLESS OTHERWISE NOTED TO BE REMOVED BY OTHERS + ■ 2'x2' DRAINAGE INLET -4- . i --- ;; -- -- _---- EXISTSTORM DRAIN I 28 I I TRACT BOUNDARY ( ................. LIMITS OF GRADING OUTSIDE FP 357.60 I I 1 A OF THE TRACT BOUNDARY I - - - - SECTION LINE i I NOTE: ALL RETURN SLOPES ARE TO BE 0.50% MIN. + I I 2 I 7 II FP 357.40 I I I I 1 I I I � I 26 FP 357.20 -- -- -- - 1 I 25 I � M I 5 I t I I FP 357.00 I 23 FP 356.70 77 1 I 2_2 P 356.50 I L----- M62 LN G 79 �_ v ASBUILT PLAN PER SEPARATE PLANS \ _.356.0 11 / �35b.5LOT � / 1 I \ \\ \ \ \ PRIVATE d N 0. + ;lip\ \\ SEE SH PARK GF Il Ii `�-`—� \356°s\ SCALE: 1 " = 30' 130 15 O 30 60 r, `1 r \ J�=, \ v \ \ \ \ i.4 �A PAR T 7 FOR ,ING PLAN 3SQS \ \ \ \ \ \ r vas v Zlo NJ I \ — N. °� \Oo, Ns Ar CONNN WAT�Rr BOXbe/ P �9NC // rA FP354.W -- o __ 30" DRAIN _ =4' DRAIN o -- o -30" pRpatA \\ i 35 F( 0.267L 34 -GB - - - 0.25X 0 �O Al \ I \ / co EXISTING RAID Tr) P /. -G�a3 P Z .a Z �0 a a: O r—♦ I - .•W „� ma © ZO � J ,n CCS m � a w 4 uuu�i Z .a Z �0 a a: O r—♦ I - .•W „� ma © ZO � J ,n CCS m � a w 4