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HomeMy WebLinkAbout1.2-7226 Ph 1-3STANDARD NOTES 1. GENERAL: SEWER CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE INSTALLATION: MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED INLINE ON NEW PIPELINES; CUT IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMETRIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS I, 11 AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. SYSTEM TESTING: A PRESSURE TEST AND MANDRELL TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DESIGN MANUAL CHAPTER 1.3 AND THE RECOMMENDATION OF THE MANUFACTURER. 4. FOR P.V.C. WYE FITTINGS SHALL BE INJECTION MOLDED INLINE FOR ALL LATERAL CONNECTIONS AND BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4, SW -5, AND SECTION 70 -1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22 EXCEPT AS NOTED ON PLANS. 8. COMPACTION TESTS WILL BE THE SUB DIVIDER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 9. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -3, EXCEPT AS NOTED ON PLANS. 11. ALL LATERALS SHALL BE 4" IN DIAMETER, EXCEPT AS NOTED ON PLANS, AND EXTENDED 4' BEYOND R/W LINE. 12. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -1. 13. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 14. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 15. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 642 -2444. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION A 24 HOUR NOTICE TO THE CITY CONSTRUCTION INSPECTION SECTION IS REQUIIRED FOR INSPECTION AND TESTING. TELEPHONE 326 -3049. 17. SEWER LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.50' DEEP AND 7.00' MAXIMUM AT FLOWLINE. 18. VIDEO INSPECTION: PRIOR TO FINAL ACCEPTANCE ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THE PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW & RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 20. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED WITHIN THE PIPE ZONE FOR ALL PVC SEWER PIPE. 21. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS PER A.S.T.M. C 76 & C 443 . GENERAL NOTES 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. NO PIPELINE SHALL BE LAID WITHOUT PRIOR APPROVAL BY THE ENGINEER. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STDS. 4. ALL STATIONING IS ALONG THE CENTERLINE OF STREET. ALL ELEVATIONS ARE BASED ON U.S.G.S. DATUM. 5. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS- BUILT" PLANS UPON COMPLETION OF THE WORK. 7. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO CONSTRUCTION. SEC. 1.3.1 CLEANING PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE -TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED AND ANY DAMAGE TO THE STSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED BEFORE APPROVAL. SEC. 1.3.2 TESTING 1.3.2.1 MANDREL TEST OF PVC PIPE FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE PLACING OF PERMANENT PAVEMENT, ALL MAINLINE PIPE SHALL BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL. IF PIPE DOES NOT MEET MANDREL TEST, VIBRATORY MEANS OF CORRECTING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. & STORM D IMPROVEMENT PLANS 43 ACT UNtTS ;&2 -'7SFIELD CtTY OP7' 'ID3 A K E KE_�'N COUNTY C A L I F 0 Cpl t A NOTE I I IW z > a z o z i) S I~ 0 L LEGEND MH SEWER MANHOLE SDMH STORM DRAIN MANHOLE CO CLEANOUT CB CATCH BASIN SEWER, STORM DRAIN SYSTEM 8c SUMP TO BE CONSTRUCTED WITH UNIT 1 -u ' !EAST BERKSHIRE ROAD 3 MH #36 MH #37 i i I f i I 0 ! j j i 1 2 I 3 y 4 j 5 I 6{ 7 8 i 9 10 ( 11 0 12 ; 13 14 1 15 (16 17 18 19 1 20 21 j! 22 MH #31 MH 32 RUSHCUTTERS BAY DRIVE MH #33 MH #34 MH #35 1321131;130 129 1281127 I 126 1251124i123�122 121 i I `120 119i1181 117 I I I 101 1102I103I1041105 106 I 1 107 {10810911101ill 1112 i 113 114{1115' ,,116 I I , 23 28 1 27 126 I 25 ! 24 i I ( I 29 1 30 31 1 32 1 33 i ' I 34 CO #4 MH #27 MH #28 VANCLUSE BAY DRIVE MH #29 MH #30 W w w Of In z > o: Q 100 W f € € 104 ' 1031102 ; 1011100 99 98 � I 1 ; i 1 99 98 I 97 96 95 94 j 93 192 91 I 90 89 88 87 86 j 85 ; I 11091110 p `: 1 1 t 1 69 1 70 ; 71 172 73 1 74 1 75 ± 76 77 78 79 80 1 81 X 82 (83 84 ' 2.0(0.6m) or more I I i I t I I k i CB #2 i \\ 35 ° 40 ! 39 1 38 37 f 36 '\ 0 a O U ' W 41 ' 42 1, 43 I 44 ( 45 , 46 1 I U CB 41 CO #3 MH #23 MH #24 DARLING POINT DRIVE MH #25' MH #26 1 I i 1 1 1 11 i CE1 #4 CB 43 i 68 167 1 66 1 65 64 63 ] 62 1 61 160 159 58 157 1 56 155 ; 54 1 53 52 i 51 1 50 I 49 48 47 UNIT 1 ' UNIT 1 UNIT 2 1 ! ! I I 1 ! s i I UNi r 2 CB #13 MH #13 78 79 1 80 81 t f 77 1 76 1 75 74 CB #16 SDMH #: CO #1, MH #2 CB #17 CE w 68 0 69 SUMP w -_.- mIMH #1 70 72 1 71 ( 140 ' 141 ' 142 1 143 1 144 ' 145 1 146 1 147 ' 148 i 149 1150 ? 151: 152 ! 153 154 ; 155 1 I 1 � i CO #2 MH #19 MH #20 WOOLRICH BAY DRIVE MH #14 1 1 2 3 4 5 1 6 #21 MH #22 - \7 12 I 11 ; 10 9 I 8 \ SEE TRACT N0, 6333 OFFSITE SEWER PLANS FOR LIFT STATION DATA 'MH #38 EXIST MH W EAST PANAMA LANE z z O OELWTER L OE6E1 x H O 1 " = 200' W f € € 104 ' 1031102 ; 1011100 99 98 � I z 139 j 138 137 1361 135 j 111111 134 133 1 132 1 131 h30 3 r t I 1 129 128 1 127 � 1261125' 124 I I i 108 111 1 112 I I 1 113 1 114 1 115 1 116 i 117 I I 1 1 118 i 119 1 120 11r121 1 122 ; 123 11091110 z both sides O MH #14 1 1 2 3 4 5 1 6 #21 MH #22 - \7 12 I 11 ; 10 9 I 8 \ SEE TRACT N0, 6333 OFFSITE SEWER PLANS FOR LIFT STATION DATA 'MH #38 EXIST MH W EAST PANAMA LANE z z O OELWTER L OE6E1 x H O 1 " = 200' HOSKING AVENUE VICINITY MAP "RECORD DRAWING'" 13 1 14 1 15 1 16 17 CB #5 1 18 r HEREBY STATE THAT THiS DRAWING MH #15 WELCH AVENUE MH #16 SDMH 1 MH #17 MH #18 CONTAINS ALL Ch' ^`?AGES AP - r i � I 1 `� ,9 MO iQ HIS DA [F I 1071106 1 W f € € 104 ' 1031102 ; 1011100 99 98 � I z 82 1 83 CB #14 1 84 185 86 ' 87 1 88 189 90 j 91 1, 1 92 1 93 94 C6 #7 Backfill compacted to 959 relative 1.0'(0.3m) or less EAST BERKSHI E ROAD / *Street TABLE B' z both sides O all but the outer 1.0' (0.3m) of the Iil 6.0" (0.15m) wider I�l Q median areas, and in alleys, within 2.0(0.6m) or more 3.0 - 5.0 1.2' (0.3m) 5.5- 6.5 1.5' (0.45m) the existing, accepted roadway HOSKING AVENUE VICINITY MAP "RECORD DRAWING'" 13 1 14 1 15 1 16 17 CB #5 1 18 r HEREBY STATE THAT THiS DRAWING MH #15 WELCH AVENUE MH #16 SDMH 1 MH #17 MH #18 CONTAINS ALL Ch' ^`?AGES AP - r i � I 1 `� ,9 MO iQ HIS DA [F I 1071106 1 I 105 I f € € 104 ' 1031102 ; 1011100 99 98 � I I 971 96 95 1 82 1 83 CB #14 1 84 185 86 ' 87 1 88 189 90 j 91 1, 1 92 1 93 94 C6 #7 MYi #J CB #12 67 w 58 66 - 59 65 a 60 64 a 61 ° MH #9 63 62 N.T.S. (l d O a i� O R z O E- E- 0 U APPROVED BY Pavement Finish Grade IND TH 101 + Depth varies depending on the n DIMENSION streets Traffic Index (TIJ, See Backfill compacted to 959 relative 1.0'(0.3m) or less Table B' below compaction in roadway areas from 3.0' / *Street TABLE B' (0.9m) beyvnd back of curb, excluding both sides i Zone all but the outer 1.0' (0.3m) of the Iil 6.0" (0.15m) wider I�l TRAFFIC INDEX DEPTH median areas, and in alleys, within 2.0(0.6m) or more 3.0 - 5.0 1.2' (0.3m) 5.5- 6.5 1.5' (0.45m) the existing, accepted roadway 41 - -- both sides both sides - -- 51 improvements. i Backfll compacted to 909' relative - 8.5 OR MORE 2.5' (0.75m) - compaction in all other areas j - 6a Backfill compacted to 90% III a 0.1 CO ill relative compaction Backfill in pipe zone compacted = ° 36 ORDINANCES STANDARDS AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT to 901 relative compaction. \ Ta'�+e A MH #11 44 Sce Ta �'e A / Upper limit of pipe zone shall be 1.0' (0.3m) Backfill material within the pipe ' �pfESS /p REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. I�I 5W I�I above top of pipe bell or the outside diameter zone to conform to notes 1, 2 ,o = - of plain end pipe. and J. U j '# For public utilities , construction \ Haunching requirements as per the Public - /, Utilities Commission General Orders Pipe or conduit 6.0' (0.15m) Bedding Matteriol for flexible Pipe as per ASTM D 4. Testing of backfrll materials shall be in accordance with the 2321 tests listed in Section 6 -,301 of the Standard Specifications, (or ASTM D1557, Method C) for trench width greater than 1.0' (0..3m). NOTES,, if trench width is less than 1.0' (0.3m), backfrll with 2 sack slurry. 1. Backfill for Rigid Pipe. 5. Compaction tests will be required and shall be the respons- Backfill material within the pipe zone shall be free of ibility of the Developer / Subdivider / Contractor. the number deleterious material and shall have a Sand Equivalent of not and location of the tests shall be determined by the City less than 20 and shall conform to the following grading: Engineer. The tests shall be in accordance with the tests Sieve Size Percentage passing listed in Section 6 -3.01 of the Standard Specifications, (or 314' (20mm) 100 ASTM D1557, Method C), No. 4 35 -100 No. 30 20 -100 6. Each layer of backfrll .material shall meet the compaction, This backfrll material shall be placed in not to exceed one sand equivalent and gradation requirements before the next foot (1.0' loose)(0.3m) layers, simultaneously on each side of the layer is placed. pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- 7 For pavement patches within paved areas, see standard acted by mechanical tamping. Backfill material shall be drawing ST-12 in this design manual. properly compacted to springline prior to proceeding. 2. Backfill for flexible pipe. TABLE 'A' Pipe and fittings shall be installed in accordance with the current ASTM specification D -2321. Only Class I and II embedment materials within the pipe zone will be considered suitable. 1Ithin the pipe zone, water flooding and betting shall not be used for backfll compaction for flexible pipe. The bedding and hounching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer mains, Class I bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe. The remaining backfrll in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' (0.15m) thickness. Backfill material shall be properly compacted to springline prior to proceeding. The f0#0 ing shall apply for trench widths: PIPE IND TH IN GREATEST TAMPING CLASS I BEDDING DIMENSION SW -4 OR SLURRY 1.0'(0.3m) or less 1.0(0.3m) wider 4.0" (75mm) wider CB both sides both sides 1.0'(0.3m) up 1.0'(0. Jm) wider 6.0" (0.15m) wider to 2.0' (0.6m) both sides both sides 2.0(0.6m) or more 1.5(0. 45m) wider 1.0(0. 3m) wider 41 - -- both sides both sides FILENAME, ST -13REV J. BGckrlll material above the pipe zone shall be free DATE of deleterious material and lumps or stones exceeding STANDARD 1/11/99 4.0' (75mm) in greatest dimension and shall be °RAC" CCU placed in not to exceed one foot (1.0' loose) (0.3m) TRENCH BACKFILL CHECKED layers and each layer shall be thoroughly compacted AND C ❑ M P A C T I ❑ N M. SHAW by mechanical tamping. REQUIREMENTS ScA�E N.T.S. APPROVED SHEET NO. CRY OF BAKERSFIELD ST-22 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 27 1 26 25 [ 24 123 22 21 ', 20 PUBLIC WORKS DIRECTOR: RAUL M. ROJAS R.C.E. 39880 EXP. 12 -31 -07 DATE N i i fyrf rA w ' ! ' / 4EVIEWED BY ASST PUBLIC WORKS DIRECTOR z 28 ': 29 3 30 31 1 32 33 ", 34 35 t� CB 8 1 G O ��•- P 54 53 KEY MAP \ 38 W J 46 ' 45 y MH # 2 0 1 37 i SHEET INDEX SHEET 1. TITLE 2. BONDI BEACH COURT FORT DENISON AVENUE (WEST) 3. FORT DENISON AVENUE (EAST) PROPERTY LINE DAWES POINT DRIVE RIGHT -OF -WAY 4. MARVIN STREET GROUND 4' HORSLEY PARK COURT ROSE BAY COURT REDWOOD STAKE MIDDLE HARBOUR DRIVE 14 GAUGE WIRE PLUG 5. WELCH AVENUE SEWER LATERAL MARKER DETAIL N.T.S. MANDREL TABLE NOMINAL DIAMETER MANDREL DIAMETER 6" 5.47" 8" 7.27" 10" 9.07" 1.3.2.2 PRESSURE TEST PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD (UPC SEC. 318 -b(4) 1985 EDITION OR LATER EQUIVALENT). CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. MH #4 MH 5 MH SEWER LATERAL MARKER MH #7 MH #8 ENGINEER'S STATEMENT � - SW -4 MANHOLE TYPE "A" CB FRAMES & COVERS CB CB DENISON AVENUE #11 SDMH 2 #10 #9 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION o- 57 :D - -. - -.. 50 o! 49 0= - -- 42 41 - -- 1 EA - -- 51 - 43 56 48 a 40 LF 1 AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD a LF CO _„ _ ° 36 ORDINANCES STANDARDS AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT w 55 MXH O 47 MH #11 44 36 - -- _ ' �pfESS /p REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARDS. 54 53 KEY MAP \ 38 W J 46 ' 45 y MH # 2 0 1 37 i SHEET INDEX SHEET 1. TITLE 2. BONDI BEACH COURT FORT DENISON AVENUE (WEST) 3. FORT DENISON AVENUE (EAST) PROPERTY LINE DAWES POINT DRIVE RIGHT -OF -WAY 4. MARVIN STREET GROUND 4' HORSLEY PARK COURT ROSE BAY COURT REDWOOD STAKE MIDDLE HARBOUR DRIVE 14 GAUGE WIRE PLUG 5. WELCH AVENUE SEWER LATERAL MARKER DETAIL N.T.S. MANDREL TABLE NOMINAL DIAMETER MANDREL DIAMETER 6" 5.47" 8" 7.27" 10" 9.07" 1.3.2.2 PRESSURE TEST PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD (UPC SEC. 318 -b(4) 1985 EDITION OR LATER EQUIVALENT). CITY OF BAKERSFIELD STANDARD DRAWINGS APPLICABLE FOR THIS PROJECT ARE: STD. N0. DESCRIPTION 6. SW -1 SEWER LATERAL MARKER SW -3 PAVEMENT PATCHES SW -4 MANHOLE TYPE "A" SW -5 FRAMES & COVERS SW -6 6" CLEANOUT SW -7 HOUSE CONNECTION ST -22 TRENCH BACKFILL & COMPACTION S -9 STANDARD DRAINAGE BASIN S -10 STANDARD CHAIN LINK FENCE SHEET 18" R.C.P. STORM 6. HUNTERS HILL WAY DRAIN CASTLECRAG DRIVE 7. WOOLRICH BAY DRIVE 8. DARLING POINT DRIVE 9. VANCLUSE BAY DRIVE 10. RUSHCUTTERS BAY DRIVE 11. EAST BERKSHIRE ROAD [F MARTELLO WAY BENCH MARK USED TOP OF CAL TRANS BRASS CAP IN LAMPHOLE © INTERSECTION OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809 ELEV. = 361.36 BENCH MARK SET TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION OF UNION AVENUE & BERKSHIRE ROAD ELEV. = 358.17 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM BENCH MARK SET CHISELED SQUARE 1OP CURB W. SIDE UNION 200' SO. OF C/L BANNOCK STREET ELEV. = 356.33 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM P q DE4 �9���yc ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR r DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND No. 1756 M Exp. 6/30/07 A ICH CORRECTIONS F EFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. � 1f �T9TF OF I C AL,E J ES K. DELMARTER i� STORM DRAIN ESTIMATED QUANTITIES STORM DRAIN MANHOLE 18" R.C.P. STORM DRAIN 24" R.C.P. STORM DRAIN 30" R.C.P. STORM DRAIN CATCH BASIN LF OUTLET STRUCTURE LF CHAIN LINK FENCE LI_ 12' DOUBLE DRIVE GATE .C;.L. _1 /5b4 EX P. UCH -SU -U/ UAIE SEWER ESTIMATED QUANTITIES UNIT 1 UNIT2 - -- SEWER MANHOLE 3 EA 679 LF 163 LF 1752 LI_ 96 LF 40 [F - -- LF 2 EA 15 EA - -- LF 1 EA - -- MAIN 605 LF - -- LF 1 EA TRACT NO. 6420 UNITS c2 s °«s== = =.. -- SANITATION CIVIL STRUCTURAL; _; SEWER & STORM DRAIN PLANS ENGINEERS ......... UNDATnoNS _;;; EXHIBIT E Revised DELMARTER AND DEIFEL DATE: 3 -15 -06 Date By 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 NO, 14090 DRWG BY J.K.t,_ -. `N0 -P N " "c_ SURVEYORS APPR- " SHEET 1 OF 11 " = =- SUBDIVISION -'` -= DRAFTING: DRAWING FILE. TR6520 UNIT 1 UNIT2 SEWER MANHOLE 16 EA 22 EA CLEANOUT 2 EA 2 EA 10" SEWER MAIN 1276 LF - -- 8" SEWER MAIN 3134 LF 3210 LF 6" SEWER MAIN 1272 LF 2916 LF 4" SEWER LATERAL 4736 LF 5446 LF TRACT NO. 6420 UNITS c2 s °«s== = =.. -- SANITATION CIVIL STRUCTURAL; _; SEWER & STORM DRAIN PLANS ENGINEERS ......... UNDATnoNS _;;; EXHIBIT E Revised DELMARTER AND DEIFEL DATE: 3 -15 -06 Date By 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 NO, 14090 DRWG BY J.K.t,_ -. `N0 -P N " "c_ SURVEYORS APPR- " SHEET 1 OF 11 " = =- SUBDIVISION -'` -= DRAFTING: DRAWING FILE. TR6520 M M CV ti 7S S 1 '9j. 72 DELMARTER & DE EL BOTTOM OF SUMP TO BE EXCAVATED °o TO REVEAL SOILS WITH A MINIMUM #&2 fO- ?7 .24 PERMEABILITY OF .000403 CM /SEC AND _ BACKFILLED WITH SOILS HAVING THE CONSTRUCT 6' CHAIN LINK FENCE SAME MINIMUM PERMEABILITY. WORK TO w/ REDWOOD SLATS & 6 "x6" CURB BE OBSERVED BY THE SOILS ENGINEER ON ALL SURROUNDING PROPERTY LINS. WHO WILL CERTIFY THE SUMP WILL DRAIN PROVIDE 12' WIDE DOUBLE DRIVE GATES IN SEVEN DAYS. & DRIVEWAY ® RAMP. LANDSCAPE NORTH ' v - & EAST SIDES FROM FENCE TO BACK SIDEWALK 279.74' `V - - 2 +00.00 Ss.9,, °o 3 OO COURT #&2 fO- ?7 .24 / -3 _ EXHIBIT "E" — SEWER & STORM .DRAIN PLANS 8c PROFILES o° W DRAWN BY J.K.D. DATE 3 -15 -06 ;says_:= :___::... SHEET 2 sArii7nnori:g =_. HYDRAULICS_;- <: -:::. OF 11 CIVIL :STRUCTl1RAL:j ' v - R/W N B 0 N D I 71 f� j ___ . +� N } + M ~ 192.48' O w LLB „..,DELMARTER TOP SUMP = 352.4 39.64' i M DELARTER & DEIFEL > ~ UNLESS OTHERWISE SHOWN 69 68 w Q = HIGH WATER = 350.00 ..... '':: LAND.PLANWI H. SURVEYORS ( = N R.kE.:/'17564 EXPIRES: 6 -30 -2007 cn w w i BOTTOM SUMP = 342.00 BO �R2 P �, `t (n _ z O E in ~ REQ'D VOLUME = 4.26 AF r'� PROPERTY LINE; DATE: �� N VOLUME = 4.39 AF < =-_SUBDI iSIO w U) w SUMP SHALL CONFORM ] 3 \0 1 V) Z w TO C.O.B.STANDARDS �� I W c° D -11, D -12 & D -13 ° � N N I l L =103.0 DELMARTER & DEIFEL 0' OUTLET STRUCTURE 12' z z cn INV 30" = 42.50 c\1 bo m O ' ti 68.90' N M v LL_ ? < m L =7; • 24.29' `r a } _ F W I 5• — 0 �To Q w 10 40' z twn 155'06'46" N 78.01' R w N ik M JZ0 U<m Q w Z < Z < 2 +00.00 Ss.9,, LO B 0 N D I BEACH 3 OO COURT #&2 fO- ?7 .24 / -3 _ EXHIBIT "E" — SEWER & STORM .DRAIN PLANS 8c PROFILES o° o DRAWN BY J.K.D. DATE 3 -15 -06 ;says_:= :___::... SHEET 2 sArii7nnori:g =_. HYDRAULICS_;- <: -:::. OF 11 CIVIL :STRUCTl1RAL:j ' v - R/W N B 0 N D I 71 f� j ___ . +� N } + M ~ 62'48'47" 101'59'52" yi w ' m „..,DELMARTER FORT DENISON AVENUE M DELARTER & DEIFEL Exp. 6% /07 A �� BY: 70 69 68 w U) NOTE. STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE Z 1 2 3 m 4 a O SEE SEC "A " - "A" BELOW 354 V _ . 350 ._ I_ ..... . 1. 348 . .. L _ I ...... 346 V 344 1 342 _ _ 1 _ ........ ....... . 15' 3 5' i5' 15' i 68 67 J 58 57 50 49 J w ~ �- 40.46 LF 30" RCP ® 0.10% �` 00 W � PO ° ^ � c�E� ' °m0? z� Z (if N O ZON LL ZOM ZOO D Z O, U Z Z M I— Z Z t O LLJ Z SUMP O� 0 II � pN II ° I M O � _ -u-) zlm J z O Q = J Z O z M J Z O O Q w LLI \Nm i cn UQm — UQm Q w vam = �mm m �m� w �m� w coca m En to L0 + ate) w La + < � w + a Li w + < in V' z r7 U 2 LL_I (10 to c) 2 N U 2 O O 3 Q:� m Q O NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM CA STREET 2 3 4 5 6 7 8 9 10 11 42 S C ALE S HORIZ: 1 " =50' VERT: I"= 2' 12 INSTALL 77.03 LF OF 24” RCP STORM DRAT INSTALL 268.50 LF OF 24" RCP STORM DRAIN INSTALL 450.00 LF OF 24" RCP STORM DRAIN w SEC A" "A" "RECORD DRAWING" i HEREBY STATE THA'r, THIS DRAWING CONTAINS ALL CW" atiEB APRRQVOQ PitkOR f0 TNiS DA I F 354 ... 1 1 . 1 _35.2. w I ....350 348 = I i Q _ _._ ... ... l . 344 I 1 .1 342__ TRACT NO. 6520 UNITS #&2 fO- ?7 .24 / -3 EXHIBIT "E" — SEWER & STORM .DRAIN PLANS 8c PROFILES OFESS/ R Oyq DRAWN BY J.K.D. DATE 3 -15 -06 ;says_:= :___::... SHEET 2 sArii7nnori:g =_. HYDRAULICS_;- <: -:::. OF 11 CIVIL :STRUCTl1RAL:j �E�M9,� Fy B 0 N D I BEACH COURT -;, ENGINEERS �auNO.A�oris.._:__ & DEIFEL Q iiiiiiiiiiiii� ' m „..,DELMARTER FORT DENISON AVENUE M DELARTER & DEIFEL Exp. 6% /07 A �� BY: 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 J P ..... '':: LAND.PLANWI H. SURVEYORS JAMES K. DELMARTER Tq7 cIVI� ��� F R.kE.:/'17564 EXPIRES: 6 -30 -2007 nND:iEVEUNC OF Ck0i � PROPERTY LINE; DATE: �� =-_SUBDI iSIO c0 . DRAFT1NGj ,JOB NO. 14090 _ = c° ° � N LL_I w to w DELMARTER & DEIFEL N w bi ZOO 3 w z� O cn w � � D-- a II m � W I 0 �To Q w z twn �kF- e I z w N ik M JZ0 U<m Q w Z < Z < = 77 �mLO w 76 of w 75 74 Q Ld m F- 82 83 84 85 86 87 88 89 90 91 92 93 94 m 0 � w 5 M o t V) U U 3$.83 LF 18" RCP ® 7.0. SEE SEC "A " - "A" 6ELOW 22' 40 0.11% .42 LF 1in 8 " RCP ®jR! i I I I I = O m )n i (0 i . t to n t' I r- co 3 O) rn O I ^ N M N + (V N I + + I o + w + + + 00 + + 0) /� ff I I My #s2 cl N $�N FORT DENISON AVENUE o `' 18" 92.61 LF R P ®3.75% 2 +00.00 XpS 3+00 3 +50.91 yyS 4 +83.91 5 +00 6 +00 6 +20.91 7 +00 8 +00 8 +90.91 +00 — 10� — N89'54'30 "E ,1 +0+ 0 1, +56.91 y7�Xs� 12+00 12 +89.91 354 V _ . 350 ._ I_ ..... . 1. 348 . .. L _ I ...... 346 V 344 1 342 _ _ 1 _ ........ ....... . 15' 3 5' i5' 15' i 68 67 J 58 57 50 49 J w ~ �- 40.46 LF 30" RCP ® 0.10% �` 00 W � PO ° ^ � c�E� ' °m0? z� Z (if N O ZON LL ZOM ZOO D Z O, U Z Z M I— Z Z t O LLJ Z SUMP O� 0 II � pN II ° I M O � _ -u-) zlm J z O Q = J Z O z M J Z O O Q w LLI \Nm i cn UQm — UQm Q w vam = �mm m �m� w �m� w coca m En to L0 + ate) w La + < � w + a Li w + < in V' z r7 U 2 LL_I (10 to c) 2 N U 2 O O 3 Q:� m Q O NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM CA STREET 2 3 4 5 6 7 8 9 10 11 42 S C ALE S HORIZ: 1 " =50' VERT: I"= 2' 12 INSTALL 77.03 LF OF 24” RCP STORM DRAT INSTALL 268.50 LF OF 24" RCP STORM DRAIN INSTALL 450.00 LF OF 24" RCP STORM DRAIN w SEC A" "A" "RECORD DRAWING" i HEREBY STATE THA'r, THIS DRAWING CONTAINS ALL CW" atiEB APRRQVOQ PitkOR f0 TNiS DA I F 354 ... 1 1 . 1 _35.2. w I ....350 348 = I i Q _ _._ ... ... l . 344 I 1 .1 342__ i, Z �920 TRACT NO. 6520 UNITS #&2 fO- ?7 .24 / -3 EXHIBIT "E" — SEWER & STORM .DRAIN PLANS 8c PROFILES OFESS/ R Oyq DRAWN BY J.K.D. DATE 3 -15 -06 ;says_:= :___::... SHEET 2 sArii7nnori:g =_. HYDRAULICS_;- <: -:::. OF 11 CIVIL :STRUCTl1RAL:j �E�M9,� Fy B 0 N D I BEACH COURT -;, ENGINEERS �auNO.A�oris.._:__ & DEIFEL iiiiiiiiiiiii� ' m „..,DELMARTER FORT DENISON AVENUE M DELARTER & DEIFEL Exp. 6% /07 A �� BY: 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 J P ..... '':: LAND.PLANWI H. SURVEYORS JAMES K. DELMARTER Tq7 cIVI� ��� F R.kE.:/'17564 EXPIRES: 6 -30 -2007 nND:iEVEUNC OF Ck0i � PROPERTY LINE; DATE: �� =-_SUBDI iSIO . DRAFT1NGj ,JOB NO. 14090 i, Z �920 DELMARTER 8 DEIFEL Q w z Q N W W W W N DELMARTER 6 DEIFEL z = (n m W 0 U) w � = W U) U) w I � I z N z 0 w w Q o 0 _ Z cn m 92 93 94 28 29 30 31 32 33 34 35 Q 63 64 65 66 67 O U U w ~ .5 I I I j I I ' I i 22' � 36.8 LF 18" RCP 0 1.06% i � i I 1 20' n r7 > a0 O c� i N ao d N co 0 ( 6V I 5, t0 N i to N I 01 In I N OD 10 01 i M 1 Ili + + + + + I + + i + I + jj + + + �+ i + R W + + I IT ` 1'- o O .-- _ -- O _ -- _ ___.. .__.. _._. o _ -_ �. ___. _._._ _o ._ _ _... —..___ __ -- -- _ -- ___ -- ._ .._._ .._ _ .._ -- -- 1 ___ __ .___...J4 - -_. ..__ _._.,_ _ o _ .__.., ._._ _._.. _ . . ._ o ._.._ _ " My # 692 My'�' FO R T D E N I S O N AVENUE 2+00.00 o0 2 +00 3 +00' 3 +a W _ _ NOO. 05'30 "W N 11 +00 +56.91 4iJxG 12 00 12 +89.91 13 +00 — 1 p 14 +26.91 15 +p Ngg 54'30 "E 16 +00 17 0�0 18 +00 18 +54.88 �#gi N N >$ p o o, _ DAWES POINT STREET o �. N N j to fXp9 44.21 LF 18" RCP ®1.38 I +O ' +� + N +1 5' <5 a� ; r5' 1 49 J 42 41 � � w r- > �,'��, 62 61 60 59 58 Zoe zo( — zCK � Wzr,1 O a_ a0rq a 01 II 0 0l II O 1 II to r.j O M O vi O J F- F U V7 m Q 1i-i U N m —J \Z U = O �u1m to ms m (0m� m (D mLO I/'1�// r (OUP w W �'= 1: 6i=T . QM +F- Q +Hr's] U Z 0 U 2 w W ly- _ wU) J w � N 0 NOTE: NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20 FROM C/L STREET STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE 11 12 13 14 15 16 17 18 358 _ 356 INSTALL 189.47 LF OF 24" RCP STORM DRAIN NSTALL 71.63 LF OF INSTALL 81.00 LF OF 8" RCP STORM DRAIN_ I 1- 18" RCP STORM DRAII ��' �� ' S TsJ6 ,COQ 352.... �1. F oe oA 1 �4 o 19 0 1 2 3 4 U 6�T.QO co T 6• 0 p� of 6a N 5&0 G8 � kC 0.45% 346 34.4 342. .. INSTALL 13101 LF OF 8" PVC SEWER MAIN I INSTALL 126.99 LF OF 6" PVC SEWER MAIN INSTALL 370.09 LF OF 6" PVC SEWER MAIN SCALES HO RIZ : I"=50' VERT: 1"- 2' 19 .:.......... ....... _ 1 _ .. 358 _1 _....... - __ J M!5-1- -_.1 . ..1...... 354 "RECORD DRAWING" HEREBY STATE THAT THIS DRAWING CONTAINS ALL CPA -wES APPROVED PRIOR FO THIS DA IF QRofE~•SS/pN <cQ�ot°'K fZ�j�(Fy 3Y: F 4z Z w No. 17564 m R'Q.. J Exp. 6/30/07 lk' DATA s,9 CIV1\- lF OF CA\_0 _ 1... 348 .. ..... _ _ ..j. ... 346. j 344 .....1 TRACT NO. 6520 UNITS $&2 74?;K / _ ... - ... _ _ �a. �. _ .. _ .. ............ ..._...... FORT DENISON AVENUE SOUTH: GUTTER PROFILE _...... DELMARTER & DEIFEL DAWES POINT X4-0—�F� DELMARTER & DEIFEL ��` BY: Q 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 ?` ?LAND.._PIANNING SURVEYORS JAMES K. DELMARTER R. E.: 17564 EXPIRES: 6 -30 -2.007 = ANp__:iEVEUN ?PFtOPERTI' LINE; DATE: � LO - SUBDiviS] DRAF. . JOB NO. 14090 m m 350 - = �. m U � m M O ® U = Z m �.. Z: O: - Z N a- Q H U) p U - O Z In K m co � - 00 CJ (n m = U U Q , �; - C13 C4 - �k J U_ �.�, Q ^ U 6�T.QO co T 6• 0 p� of 6a N 5&0 G8 � kC 0.45% 346 34.4 342. .. INSTALL 13101 LF OF 8" PVC SEWER MAIN I INSTALL 126.99 LF OF 6" PVC SEWER MAIN INSTALL 370.09 LF OF 6" PVC SEWER MAIN SCALES HO RIZ : I"=50' VERT: 1"- 2' 19 .:.......... ....... _ 1 _ .. 358 _1 _....... - __ J M!5-1- -_.1 . ..1...... 354 "RECORD DRAWING" HEREBY STATE THAT THIS DRAWING CONTAINS ALL CPA -wES APPROVED PRIOR FO THIS DA IF QRofE~•SS/pN <cQ�ot°'K fZ�j�(Fy 3Y: F 4z Z w No. 17564 m R'Q.. J Exp. 6/30/07 lk' DATA s,9 CIV1\- lF OF CA\_0 _ 1... 348 .. ..... _ _ ..j. ... 346. j 344 .....1 TRACT NO. 6520 UNITS $&2 74?;K / EXHIBIT "E" — SEWER 8c STORM DRAIN PLANS & PROFILES DRAWN BY J.K.D. DATE 3 -15 -06 FORT DENISON AVENUE says: s_:: =:,;: SHEET 3 snriJranori; - =;;_ HYDRAULICS::. - OF 11 CIVIL SlRUCTIJfZAL.:: -�_ =.. ENGINLLNS; RI)A aNS _::_ DELMARTER & DEIFEL DAWES POINT STREET DELMARTER & DEIFEL ��` BY: Q 2901 H ST. #3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 ?` ?LAND.._PIANNING SURVEYORS JAMES K. DELMARTER R. E.: 17564 EXPIRES: 6 -30 -2.007 = ANp__:iEVEUN ?PFtOPERTI' LINE; DATE: � - SUBDiviS] DRAF. . JOB NO. 14090 1,2-- 6520 N F- L'i L'i DL ul Ld DELHARTER L DEIFEL ui U) L-Li L.Li lk > w Z > < < > m Ld o z Ld F- Ld < Ld W Ld z 0 V) Z La m X U) cf) LLI 0 V) z= 0 Ld LLJ �2 V) cf) LLI Ld 0 V) Kim F- V) LLJ U) Z 0 o Ld � z 0 Ld o m -t Z 0 N m n, ry U) N C) Lo 55 N �- ro 56 0 47 m 1-- + < 57 48 0:� 0 m 49 37 38 36 40 41 0 68 LL- 74 81 22' LL- 22' 92.61 LF 18" RCP 0 3.757. 04 5-- 22' 54 1 - --- + N 5' I I R/W + 46 N cy) to 5'— + + r1 I 4 R/W + + R/W + + + C) C14 t 5— Lo 54*53'58 99"58'33 .-:(D,- 5' —0— -04 0 0 -Lo '58" 99*58'33" -c) b 4*5 0 x 1+00 NOO-05'30"W 2+00 3+00 2+00.00 16 -L+96.00 10 — c� SS 0 +00 -05'3O-W3+0O .9 Lo us 0-1 ------ - NOO 2+00.00 A �'-# y 8S 2+80.00 #i-96. �00�i of 40.42 LF 18" RCP @ 0.11% 3+00 3+90.0 12 04 NOO*05'30"W 7f 12 MARVIN STREET HORSLEY 0 PARK -co� COURT &C� -7' T c� \-L+--00.00 1+00 N00*05'30 . w 2+00 3+00 -o 3+80.91 0 X ROSE URT c" 013 Y CO T —kA I r-1 'r c� ,3x ��� 04 — 04 MIDDLE HARBOUR DRIVE (y) in x R/W to 04 R/W c 4 + Sl —T 0 53 -+ 45 + C4 67 R/W '59'52" 62'48-47- + X62'48'47" 101'59'52" i rn 1 82 107 Lli to 50 c� 52 51 0 rl- 42 MI I Z t 44 43 w > ui Lli to 0- > < 0 U) SEE X-SECTION SHEET 2 < Ld ui LLJ , 2: Ld 0 U) F- -T LL, 0 -j Z 0 u Ld Fn m 04 < O m Lo LLJ Ljj LLJ LL] U) N (n It �- rl) m LLJ + < LL) ry 0 LL NOTE: NOTE: ALL CATCH BASIN CURB FLOWLINES STORM DRAIN PIPE LENGTHS ARE TO ARE LOCATED 20' FROM CA STREET SCALES- INSIDE FACE OF STRUCTURE HORIZ: 50' 0 2 VERT: I"= 2 3 4 1 2 13 4 0 1 2 3 3 m 358 .... ......... ....... ........ ..... . ........ ........ ...... 358 r 356 INSTALL 276.14 LF OF 18" RCP STORM DRAIN .... 356 354 354 C3 WEST GUTTER PROFILE Xx WEST GUTTER PROFILE 352 , N Z\ WEST GUTTER PROFILE ......... 0 WEST GUTTER PROFILE SS -13 < co .. ... ... b... 352 C) az 0 350 U) a 0 Z p 0 .. .... ... ....... .... 0 m w w... . .... 0 0 . .... .... 350 < c� 0 cn < 0 '5 z F-- + 0 NtK ro V) (14 0 0.8A% 0 0 (9 z 0 348 co 0� 0 (n U-) 0 C.) tkl\ . .......... .... .... ...... —0.507 'Spy C:) 0 v p - — - ................. . ...... + V) Lr) ..... . .... .. ... .. . ....... . ... .. ..... q 0 zi; 0) .0 .. .... ... ui co 0 + > .0 + /vv 0 ....... ... ......... .......... .... w ....... .......... �cb -346 ...... j q -0-507. 92.61 LF 18" RCP @ 3.75% a 61 p 344 ........ INSTAL.- 195.00 LF OF 6' PVC SEWER MAIN ............... ........ ... 0 Z-4 ..... .. ......... 344 342 a INSTALL 195.00 LF OF 6" PVC SEWER MAIN INSTALL 289.91 LF OF 6" PVC SEWER MAIN 342, q a "RECORD D RAWING" TRACT NO. 6520 UNITS ;&2 %2G I HERE13Y STATE THAT THIS DRAWING EXHIBIT "E" SEWER & STORM DRAIN PLANS & PROFILES CONTAINS ALL CP .4 - - vGES APPFIOVEE) . ..... PRIOR TO THIS DA DRAWN BY J.K.D. DATE 3-15-06 SHEET 4 IF - . ...... .. . . . U CS CIVIL ..9 OF MARVIN STREET ENGINEERS . . . . . . . . . . . . . ...... . . . . . . . . . . BY: rpELMARTER & DEFEL . . . . . . . . . . . . No. 17564 rn Exp- 6/ /07 HORSLEY PARK COURT DELMARTER & DEIFEL BY: rez� 2901 H ST. #3 13AKERsnELD, CA. 93301 >_ R,C-E. 17 ROSE BAY COURT PHONE 327-1486 FAX 327-1452 JAMES K. DELMARTER R.(E.,; 17564 EXPIRES: 6-30-2007 DANNI . ...... RVEYORS F CA0i MIDDLE HARBOUR DRIVE ...... ...... ... ... ... .. DATE: ..................... . ...... . .. ... .... u I VIS /W C WEST GUTTER PROFILE WEST GUTTER PROFILE 0 + ......................... JOB ... ....... NO. 14090 1,2--Q)�20 -4- Ld Ld c/) LLJ Ld �2 Z m i DELMARTER & DEIFEL 000 0 108 109 110 ill 112 113 114 115 116 117 118 119 120 121 < LO 0 (0 00 om '5 1 C14 L 00 to I + + + + LO I n + + + + + + + + 0 04 04 K) R/W 00 OD 0) cf) m 122 123 < 0 13 14 15 16 5 du"� x I + 1 1.38% 0 44.21 LF 18" RCP 0 22' 0 (0 112'1 U) 0 + + + + + ft 00 c� 16+29.82 6+63.82 0) WELCH AVENUE 14+69.82 tr) 18+94.82 ,_-- 7+00 n I a — 4+00 5+00 6+00 8+00 9+00 10+00 11+00 12+00 13 +00 14+00 15+00 -t--nn 1 17+00 18+00 r4) 17 18 40*35'28" 1 Ld tilt > z :2 n -0 Ld 0) 0 (0 W0( , uj m ui U) w Z PO ui I II in (D ::E < ui (uni K5 0 qk �— uj F— C) 0 L.Li uj qh C) m 00 m U-) ti w < 000 0 108 109 110 ill 112 113 114 115 116 117 118 119 120 121 < LO 0 (0 00 om '5 1 C14 L 00 to I + + + + LO I n + + + + + + + + 0 04 04 K) R/W 00 OD 0) cf) m 122 123 < 0 13 14 15 16 5 du"� x I + 1 1.38% 0 44.21 LF 18" RCP 0 22' 0 (0 112'1 U) 0 + + + + + ft 00 c� 16+29.82 6+63.82 0) WELCH AVENUE 14+69.82 tr) 18+94.82 ,_-- 7+00 n I a — 4+00 5+00 6+00 8+00 9+00 10+00 11+00 12+00 13 +00 14+00 15+00 -t--nn 1 17+00 18+00 r4) 17 18 40*35'28" 1 SOUTH GUTTER PROFILE ...... ....... ...... ...... . ..... ... . . ...... ........ ...... ... . tilt n -0 352 ti F '0 100— 0 13" _6 N 0 .......... .... .... . ....... tK- N tK- X5 . ..... Nlp -0 .29- 0) cn 0 ...... 04 5' 04 F-- z 0 ro (0 CN 00 00 0) + to C*4 00 cq 0 fD 04 m 0 04 00 0 00 0 (D 45 26' 04 19 + + + Ln + to + + + + 00 01) + + + + C4 + + + + + + + Ln LO 20' + 117*06'23" 1 78 0,83 a0 0 c� 00 78 79 80 81 Ill 107 106 105 104 103 102 101 100 99 98 97 96 95 27 26 25 24 23 22 21 ry + U) z 0 20 F-- cn q- < 350 cn 0 0 w ry Ld w z 0 U) Ld W < p c� + O 0 LLJ U) < 0 C) Z 0 Q < 0 0� w 0 < z 00 00 0 ;0 n rn + OD 348 cn +— ... ............. ... . .... .. ...... .... ... p + + btK ` �Ao 348 q 0 SCALES NOTE: NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM C/L STREET HORIZ: I"=50' STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE �j VERT: I"= 2' 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 q .. ....... ...... ....... . . .... w p p a ............ . ...... -------- j 358 SOUTH GUTTER PROFILE ...... ....... ...... ...... . ..... ... . . ...... ........ ...... ... . 1 344 1 . . ....... 11 1, .342._1... _ INSTALL 382:00 LF OF 6" PVC SEWER MAIN INSTALL 382.00 LF OF 8" PVC SEWER MAIN INSTALL 380.81 LF OF 8" PVC SEWER MAIN "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL CH' , -,AGES APPROVED QRpFESS /OH PRIOR—f0 TN IS DA I F uj No. 17564 m Z�v Exp. 6/30/07 ' BY: F 7 I IC- EE-:>- 6ar. rql cfvl\� OF c A \L- DATE , — 0.259; ----------- lk\" INSTALL 160.00 LF OF 8" PVC SEWER. MAIN INSTALL 260.01 ILF OF 6 PVC SEWER MAIN 1, 342 1 TRACT NO. 6520 UNITS 4&2 d07,V7es lo--3 EXHIBIT "E" — SEWER & STORM DRAIN PLANS & PROFILES ................. .SANITATION;_... ............................. .... HEET 5 S .. ........ ... DRAWN BY J.K.D. DATE 3-15-06 .......... . .............................. .................. CIVIL OF 11 . . . . . . . . . . . . . . . . . . . . .. .. .. .. . ... . . . . . . . . . . . . . . . . . . ENGINEERS `.-� ......... ............ �)ELMARTER & DEIFEL WELCH AVENUE DELIVIARTER & DEIFEL 2901 HST. jf3 BAKERSFIELD, CA. 93301 -/—K PHONE 327-1486 FAX 327-1452 B Y: JAMES K. DELMARTER ............ .... . ...... . ........ ............... ... SURVEYORS R. .E.: A7564 EXPIRES: 6-30-2007 ND LEVELING . ................................. . ...... . . ... . §icti §Ubum DA .......... JOB NO. 14090 . . . . . . . . . . . ......... 1,2 -6520 tilt n -0 352 ti F .......... .... .... . ....... ..... .. ...... —352 F-- z /"0, 0 78 0,83 a0 0 c� OD 350 + U) z 0 < 350 0 0 w U) z 0 p c� + O 0 U) < 0 C) Z 0 Q < 0 0� w 0 < 00 00 0 ;0 n rn + OD 348 cn +— ... ............. ... . .... .. ...... .... ... p + + btK ` �Ao 348 q 0 0 �j q 0.12% 050% q p 346 .......... ........ ..... .. ...... .. ..... ... ......... . ...... . ..... ............... ..... ......... ... ..... .. .... ...... ...... .... ......... ... ..... ... 0 0 .. .... .. ..... .. ..... — .... . 346 . ... — 1 344 1 . . ....... 11 1, .342._1... _ INSTALL 382:00 LF OF 6" PVC SEWER MAIN INSTALL 382.00 LF OF 8" PVC SEWER MAIN INSTALL 380.81 LF OF 8" PVC SEWER MAIN "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL CH' , -,AGES APPROVED QRpFESS /OH PRIOR—f0 TN IS DA I F uj No. 17564 m Z�v Exp. 6/30/07 ' BY: F 7 I IC- EE-:>- 6ar. rql cfvl\� OF c A \L- DATE , — 0.259; ----------- lk\" INSTALL 160.00 LF OF 8" PVC SEWER. MAIN INSTALL 260.01 ILF OF 6 PVC SEWER MAIN 1, 342 1 TRACT NO. 6520 UNITS 4&2 d07,V7es lo--3 EXHIBIT "E" — SEWER & STORM DRAIN PLANS & PROFILES ................. .SANITATION;_... ............................. .... HEET 5 S .. ........ ... DRAWN BY J.K.D. DATE 3-15-06 .......... . .............................. .................. CIVIL OF 11 . . . . . . . . . . . . . . . . . . . . .. .. .. .. . ... . . . . . . . . . . . . . . . . . . ENGINEERS `.-� ......... ............ �)ELMARTER & DEIFEL WELCH AVENUE DELIVIARTER & DEIFEL 2901 HST. jf3 BAKERSFIELD, CA. 93301 -/—K PHONE 327-1486 FAX 327-1452 B Y: JAMES K. DELMARTER ............ .... . ...... . ........ ............... ... SURVEYORS R. .E.: A7564 EXPIRES: 6-30-2007 ND LEVELING . ................................. . ...... . . ... . §icti §Ubum DA .......... JOB NO. 14090 . . . . . . . . . . . ......... 1,2 -6520 2 358 356 354 352 350 358 356 354 BaAWTER 6 KNU NOTES & LEGEND Kw) N }= M N 1 0' - 0' 1 r r 3 0 1 + INSTALL STREET SIGN PER C.O.B. STD. S -40 + R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. SD C2 — — © b 0 TRACT BOUNDARY 00 `~ 4+00 5+00 6 +00 7 +00 2+ N00'00'58 "W 5 +60.00 t7+1, 0 2 QC1 O C2 C1 Ijt72961 + R /W 1 20 20' 1 ' 108 139 M 12' 18' 18' 12' 0 140 N 68 in Ld M Lii > Z W W Z r (n 0 {n co W tC; W m w Q Q in r> rn to = M n=n ui d m N N 00 -T1- m M w N 1 W M rA m in Z U bi m -� w En W U 2 a LL W MO Q 00 O + n 3 M IR M to M z m U CD — n d m M d w M W M kn z O 0 m + e� 4 5 6 INSTALL 255.02 LF OF 18' RCP STORM DRAIN 0 CENTER LINE NATURAL GROUND !- A CENTER LMIE — 0.281 % - WEST EDGE PAVEMENT PROFlLE 255.05 0 0.117. 7 .,m u u- 026 Z6 o wZ of e ,)V O rim rl �v m v� 0 m O g� M C2 0 10' 20' 20' 10' o M W M 2 > z a m 0 w 0 o O + z + m 0 co � o W L7 Z w J Q 0 255.25 0 0.11% CURVE TABLE CURE DELTA RADIUS ANGENT war CONSTRUCT 6" TYPE 'B" CURB AND GUTTER PER C.O.B. <:=> INSTALL 100 WATT STREET LIGHT PER C.O.B. STD. S -31 20.00' t STD. S -1 WITH 4.5' WIDE COMBINATION TYPE SIDEWALK C2 89'55'28" ? PER C.O.B. STD. S -3 PROPOSED SEWER LINE n n Zn 30.00' 29.77' C4 M I Q PAVE WITH 0.20' AC OVER 0.40' All PROPOSED SEWER MANHOLE 30,23' M in M g _I W w 2 z Ni ah� iz CONSTRUCT WHEELCHAIR RAMP PER CAL TRANS RSP A88A = SD = PROPOSED STORM DRAIN d m u > 0 PROPOSED STORM DRAIN MANHOLE to 0 m ` • CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT Uuj 0 N = PER C.O.B. STD. S -29 T TYPICAL TRAFFIC CONTROL SIGN AS INDICATED Kw) N }= M N 1 0' - 0' 1 r r 3 0 1 + INSTALL STREET SIGN PER C.O.B. STD. S -40 + R/W 30' ACCESS EASEMENT PER BOOK 4801, PAGE 1345 O.R. SD C2 — — © b 0 TRACT BOUNDARY 00 `~ 4+00 5+00 6 +00 7 +00 2+ N00'00'58 "W 5 +60.00 t7+1, 0 2 QC1 O C2 C1 Ijt72961 + R /W 1 20 20' 1 ' 108 139 M 12' 18' 18' 12' 0 140 N 68 in Ld M Lii > Z W W Z r (n 0 {n co W tC; W m w Q Q in r> rn to = M n=n ui d m N N 00 -T1- m M w N 1 W M rA m in Z U bi m -� w En W U 2 a LL W MO Q 00 O + n 3 M IR M to M z m U CD — n d m M d w M W M kn z O 0 m + e� 4 5 6 INSTALL 255.02 LF OF 18' RCP STORM DRAIN 0 CENTER LINE NATURAL GROUND !- A CENTER LMIE — 0.281 % - WEST EDGE PAVEMENT PROFlLE 255.05 0 0.117. 7 .,m u u- 026 Z6 o wZ of e ,)V O rim rl �v m v� 0 m O g� M C2 0 10' 20' 20' 10' o M W M 2 > z a m 0 w 0 o O + z + m 0 co � o W L7 Z w J Q 0 255.25 0 0.11% CURVE TABLE CURE DELTA RADIUS ANGENT LENGTH C1 90'04'32" 20.00' 2_0,03' 31.44' C2 89'55'28" 20.00' 19.97' 31.39' C3 8933'59" 30.00' 29.77' 46.90' C4 90'26'01" 30.00' 30,23' 47.35' 9+00 10+00 MARVIN STREET p i 100 R/W 30' ACCESS EASEMENT -- — — - PER BOOK 4801, PAGE 1345 O.R. + + 11 +00 12 +00-pp 58 "yy 13 +00 11+ - _ C2 D C1 i +/^- > +M It — 132 11['11 2 20' M t0' 2 rn 0 m Q o (V m z acs U _ W W_ `1. ul O L, _I W w to !n z tri M d > N cn as 4 V) M z of U W O 0 + WEST EDGE PAVEMENT PROFILE 0.2547- 101 30' ACCESS EASEMENT PER BOOK 5051, PAGE 873 O.R. 0 4+00 15 +00 N t_� C2 r +M C4 132 11['11 2 20' t0' rn 0 > toto M ° d z U °D `1. ul O m 0 to M tri M %6 M Ld N F- t w Ir- Uuj W Z w w En 2 z f, Z Z + 00 ri iq z K W O C n n rri M 2 Q m 0 m M In R1 -1J (72980 n n rri M z U m O r M + n n to to M z m m m 0 m tp M KJ W1 -7 & OM4-3 MARKER 16 +01.87 C3 34' I l PAINT 12" EMIT LINE USING THERMOP ASTIC Q PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 W Y M Cr- F- W Lu mN w Q W SCALES HORIZ: 1'=501 VE RT: 1"= 2' cC m M z W 0.0,j -• _ - +M C4 W1 -7 & OM4-3 MARKER 16 +01.87 C3 34' I l PAINT 12" EMIT LINE USING THERMOP ASTIC Q PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 W Y M Cr- F- W Lu mN w Q W SCALES HORIZ: 1'=501 VE RT: 1"= 2' cC m M z W 0.0,j -• _ - o O l O ° d n O M to M tri M %6 M N ¢ p�j z Z 2 z f, Z Z to to to vi m Z O a[} LLi m d d W m M w m ap In r7 rt W t M cn O M M O O Z M O O M M M ? M Z 0 � Z z V W ± M d N N zY < m m w m 0 0 w a m ,' X to 0 z to 2 m 0 M 0 +n 0 to 2.X 0.200% -- + U x U + + + U APPROXIMATE NATURAL GROUND 0 p 5 0_ APPROXIMATE NATURAL GROUND -�` 'n w m �n n m w 0 CENTER UNE 0.200% - a - 0 CENTER LINE -- — —� — -- — -� %� �•p�`,�4} —'Z ,� --�` -- — - 0.20076 ^- - -- -- - - -- -- - -- -- — .. —._ — -- `— 0,200% -- -. -- -0 —�� � � �4 ? 1% '�•500X 0.500: ., EAST GUTTER PROFILE EAST GUTTER PROFILE REVISIONS APPROVED: WEST SIDE MARVIN STREET R.C.E. — - "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL C P A AGES APPROVED 4? 4RK.►�" D�q PRIOR, f0 THIS DA fE ��� W No, 17564 w Ew 6/'M/07 R.C.E. �� s'�r CIVIL 358 356 354 352 358 356 354 TRACT NO. 6520 PHASES J&2 07ta /.•3 EXHIBIT "A" — STREET PLANS & PROFILES DRAWN BY J.F.K.2 DATE 6 -19 -06 sunTnoai= SHE: T 6 CIVIL "1 "`"" = -_ OF 14 _ WELCH - AVENUE ENGINEERS Y DELMARTER &DEIFEL DELMARTER & DEIFEL MARVIN STREET 2MHn.# �, CA- »1 PHONE 327 -1486 FAX 327 -M2 JAMES K. DELMARTER SURVEYORS R�C.E.: 17564 EXPIRES: 6 -30 -2007 _ � " -ic - 1 0 +21 DELMARTER & DEIFEL �D z Z�� 0- Z Q 0111 in OD o SEE X- SECTION SHEET 3 ri �k0 z J Z 0 O m a in 0mo 7 rl N=z W L F-- 14- H n 0 � O U 2 W N� Ly O LL NOTE: STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE 0 1 INSTALL 60.52 LF 1- 24" RCP STORM DRAIN �_ 354 1 .. .1 1. 352 .1. 2 INSTALL 256.39 LF OF 24" RCP STORM DRAIN W U) z w W w LO > Q H w W W w x 0 N I Ld U w W Z N a m 2 F Q U 3 004 of 123 124 I j 155 53 i j 84 85 j 22 i ( R/W j Q* r i SO,yy g;, l 0 +00 `04 cNV 5 +60.00 40.83 LF 18" RCP ® 0.11 % N — 2 +80.00 N00'00'58 "W � — 1 +00 — _2++00 — 3+00 _ 4 +00 _ 5 i00 6+ 0 — — 7_ +0� — — 8 +0� 0 J 44.21 LF 18" RCP ®1.38% 40.83 LF 18' RCP ®0.66% CASTLECRAG DRIVE j X _ � � �__ � -___ .— -._ _._.. ..__ _._._ ____ _ ___. _. .. __ .. __ ..__._ -._ __.. � � �. .__ � X - i i R/W i 13 12 i 1 52 41 40 I I i I I W W W > N _ 0 0 � z�O r W w0"' W ~ ~ w0 D aoZr' > 0 II z z 0 II O II L' 'n SEE X- SECTION SHEET 5 Lc) PI) ~ �n SEE X- SECTION SHEET 8 FOR E -W LINES 2 0 Q rj �k0 Z r7 �4k0 ~ J J Z O Z O JZO O = w vvlm UNm m Uv)m a W Q Q N o m ;:Z = m °) O m °i U w w r? W 0( ^Fm U U) OHS o0 2 w ncc) Z z w (DCQ) 2 O U) ll� U) >O Q C 2 NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM CA STREET 1 2 3 4 5 6 2 � a0: _ U) 0 350 _ O 4it ? Z Z_: = Q co U) m O O Q 0 Zo m 0 (n U =. ~Q ¢ U' z I� O 1 U N r F- O O + + 348 rn Q. U 1 346. 1 1 344 .1... 342 1. 340 .1 1 338 INSTALL 270.00 LF OF 8 ". PVC SEWER MAIN INSTALL 280.00 LF OF 8" PVC SEWER MAIN 7 no � 11E 1 i I �\ 8 +40.00 9 +00 1 O^ I t,, I i 5' 29 w C� p CID W W N W (J to W z w W ry n 0 m cn W 0 O�0 00 � w W S zck cr- 0� Z�ro Z -t WZr) N wZ Z O d WZ�") O 1 II ! I 0 1 II 0 1 II � 11 +20.00 10 +00 11 +00 F- in N :2 F- M �N ° M Z O \U5 m Z O \ui m Z w m Om U 0m0? Om0 _ 0) N � FU-M z a U ^~ M O H M OU 2 - D NU 2 c+oU 2 �D z Z�� 0- Z Q 0111 in OD o SEE X- SECTION SHEET 3 ri �k0 z J Z 0 O m a in 0mo 7 rl N=z W L F-- 14- H n 0 � O U 2 W N� Ly O LL NOTE: STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE 0 1 INSTALL 60.52 LF 1- 24" RCP STORM DRAIN �_ 354 1 .. .1 1. 352 .1. 2 INSTALL 256.39 LF OF 24" RCP STORM DRAIN W U) z w W w LO > Q H w W W w x 0 N I Ld U w W Z N a m 2 F Q U 3 004 of 123 124 I j 155 53 i j 84 85 j 22 i ( R/W j Q* r i SO,yy g;, l 0 +00 `04 cNV 5 +60.00 40.83 LF 18" RCP ® 0.11 % N — 2 +80.00 N00'00'58 "W � — 1 +00 — _2++00 — 3+00 _ 4 +00 _ 5 i00 6+ 0 — — 7_ +0� — — 8 +0� 0 J 44.21 LF 18" RCP ®1.38% 40.83 LF 18' RCP ®0.66% CASTLECRAG DRIVE j X _ � � �__ � -___ .— -._ _._.. ..__ _._._ ____ _ ___. _. .. __ .. __ ..__._ -._ __.. � � �. .__ � X - i i R/W i 13 12 i 1 52 41 40 I I i I I W W W > N _ 0 0 � z�O r W w0"' W ~ ~ w0 D aoZr' > 0 II z z 0 II O II L' 'n SEE X- SECTION SHEET 5 Lc) PI) ~ �n SEE X- SECTION SHEET 8 FOR E -W LINES 2 0 Q rj �k0 Z r7 �4k0 ~ J J Z O Z O JZO O = w vvlm UNm m Uv)m a W Q Q N o m ;:Z = m °) O m °i U w w r? W 0( ^Fm U U) OHS o0 2 w ncc) Z z w (DCQ) 2 O U) ll� U) >O Q C 2 NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM CA STREET 1 2 3 4 5 6 2 � a0: _ U) 0 350 _ O 4it ? Z Z_: = Q co U) m O O Q 0 Zo m 0 (n U =. ~Q ¢ U' z I� O 1 U N r F- O O + + 348 rn Q. U 1 346. 1 1 344 .1... 342 1. 340 .1 1 338 INSTALL 270.00 LF OF 8 ". PVC SEWER MAIN INSTALL 280.00 LF OF 8" PVC SEWER MAIN 7 no � 11E 1 i I �\ 8 +40.00 9 +00 1 O^ I t,, I i 5' 29 w C� p CID W W N W (J to W z w W ry n Q m cn W 0 � F � w W S U U) w N 117 I 1 4 ! I i 11 +20.00 10 +00 11 +00 q w Z N H N Z 0 z — I � I i I i I SCALES HORIZ: I"=50' VERT: 1 "= 2' 10 11 INSTALL 81.00 LF OF INSTALL 491.98 LF OF 24" RCP STORM DRAIN: 18" RCP STORM DRAIN __.. _._ _ - _ _ -.. __- _ _ -. ._ _ -- _ .. y5 �� 3.54 -. . 0 COQ WEST GUTTER PROFILE _ _ ` <1�p 352 INSTALL 280.00 LF OF 8" PVC SEWER M INSTALL 280.00 LF OF 8" PVC SEWER MAIN INSTALL 280.00 LF OF 8" PVC SEWER MAIN TRACT NO. 6520 UNITS 3&2 -#4 7Z2e. /,.3 "RECORD DRAWING" EXHIBIT "E" — SEWER & STORM DRAIN PLANS & PROFILES I HEREBY T p� STATE 'CNDI g/►1y` ,` sANirnnoN_= SHEET 6 CONTAIN 4fiA1rlfIN DRAWN BY : J.K.D. DATE : 3- 15 -06_ HwRAuucs_._;;. S AU C' +LIES APPROVIEp QROFESS /pNq CIVIL :'siRUCiuRaL_= _ OF 11 PRIOR F(D DAlr ���F °ASK• DE(yq��"yc HUNTERS HILL WAY qEL M A R TE R& DEIFEL ENGINEERS r otrrrara : __::. Z CASTLECRAG DRIVE DELMARTER 8c DEIFEL w No. 17564 m 2901 H ST. #3 BAKERSAELD, CA. 93301 ay: C w �. s /3o /o7 A BY: / PHONE 327 -1486 FAX 327 -1452 * * JAMES K. DELMARTER i __ �:uiro �P�nriNyc CIVIL �`P R.C. .: 7564 EXPIRES: 6- 30 -2007 �aNO= _LEVEUNC SURVEYORS 9TF �F 1F0� Q PROPERTY LINE: �"��� CAL DATE: �� suBDIwSION: �..�, DRAFTING; JOB NO. 14090 1,2-(0520 N N d' LO N q w Z N H N Z 0 z — I 350 Z w m o v F z a U N + - O + U Ro O U o O k �� S �J (N 0� 5Rp�0 �° + yt1�`p�1 0p to r) . 348 0.29% 00 k�O 0.11% INSTALL 280.00 LF OF 8" PVC SEWER M INSTALL 280.00 LF OF 8" PVC SEWER MAIN INSTALL 280.00 LF OF 8" PVC SEWER MAIN TRACT NO. 6520 UNITS 3&2 -#4 7Z2e. /,.3 "RECORD DRAWING" EXHIBIT "E" — SEWER & STORM DRAIN PLANS & PROFILES I HEREBY T p� STATE 'CNDI g/►1y` ,` sANirnnoN_= SHEET 6 CONTAIN 4fiA1rlfIN DRAWN BY : J.K.D. DATE : 3- 15 -06_ HwRAuucs_._;;. S AU C' +LIES APPROVIEp QROFESS /pNq CIVIL :'siRUCiuRaL_= _ OF 11 PRIOR F(D DAlr ���F °ASK• DE(yq��"yc HUNTERS HILL WAY qEL M A R TE R& DEIFEL ENGINEERS r otrrrara : __::. Z CASTLECRAG DRIVE DELMARTER 8c DEIFEL w No. 17564 m 2901 H ST. #3 BAKERSAELD, CA. 93301 ay: C w �. s /3o /o7 A BY: / PHONE 327 -1486 FAX 327 -1452 * * JAMES K. DELMARTER i __ �:uiro �P�nriNyc CIVIL �`P R.C. .: 7564 EXPIRES: 6- 30 -2007 �aNO= _LEVEUNC SURVEYORS 9TF �F 1F0� Q PROPERTY LINE: �"��� CAL DATE: �� suBDIwSION: �..�, DRAFTING; JOB NO. 14090 1,2-(0520 W W ry z Ill, Q 140 141 142 I II � + I i I s I I I 6 0 +00 I I 11 l I l � I 7 3 I I I 139 138 137 136 135 134 DELMARTER & DEIFEL 143 144 145 146 147 148 149 150 151 152 153 154 155 W CD Q r H UW W W U) � W Q U 1 2 3 4 N 5 NOTE: STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE 356...... X 2 133 132 3 131 130 129 128 127 126 125 124 NOTE: ALL CATCH BASIN CURB FLOWLINES ARE LOCATED 20' FROM C/L STREET 4 5 6 7 12 0 11 10 10 E N. li 7 S C ALE S - HORIZ: I"=50' VERT: I"= 2' 11 12 13 __ _ ... ........:................ _. _ l 356 35.4 . _ _. N : _ 354 .. . . do - SOUTH GUTTER PROFILE o INSTALL 96.00 LF OF 6" PVC SEWER MAIN INSTALL 396.00 LF: OF 8" PVC SEWER MAIN INSTALL 399.99 LF: OF 8" PVC SEWER MAIN "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL C `--j � %'GES APPROVED PRIOR r0 rH DA I t ' f4` R-QF— TRACT NO. 6520 UNITS 1&2 N o EXHIBIT "E" 35.2. QROFESS /pNq DRAWN BY J.K.D. DATE 3 -15 -06 ;sons::.:: SHEET 7 SAN I TAT1 ON ?.:':_. HwRAU�.... -._, CIVIL 'sTRUC�uRnL_>:.:_:;.. OF 11 N 91 K DEL .............. ........ ........................... 0 ENGINEERS OUNA7itiNS: 2 �ELMARTER &DEIFEL U 0 350 0) n + (n O N BAY DRIVE DELMARTER & DEIFEL - O U - 0) rn n O �N$O =: _iaNO:::PnNNnic == SURVEYORS 00 rn S 350. 34. 8 VEUNC o LO r� 34> _ _.. DATE: SUBDiViSION O 24 1p RCp DRAFTING; JOB NO. 14090 O O d� -1 .00 1 �lb1 Ell Fz + LO 348 — 0.359 346 INSTALL 96.00 LF OF 6" PVC SEWER MAIN INSTALL 396.00 LF: OF 8" PVC SEWER MAIN INSTALL 399.99 LF: OF 8" PVC SEWER MAIN "RECORD DRAWING" I HEREBY STATE THAT THIS DRAWING CONTAINS ALL C `--j � %'GES APPROVED PRIOR r0 rH DA I t ' f4` R-QF— INSTALL 260.01 LF OF 6" PVC SEWER MAIN ... 1 . 346. 344, 340. .1 TRACT NO. 6520 UNITS 1&2 N 352 EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES QROFESS /pNq DRAWN BY J.K.D. DATE 3 -15 -06 ;sons::.:: SHEET 7 SAN I TAT1 ON ?.:':_. HwRAU�.... -._, CIVIL 'sTRUC�uRnL_>:.:_:;.. OF 11 N 91 K DEL (j Z O ENGINEERS OUNA7itiNS: 2 �ELMARTER &DEIFEL U 0 350 z _. + BAY DRIVE DELMARTER & DEIFEL O U B Y:r N 2901 H ST. #.3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 0) rn n O �N$O =: _iaNO:::PnNNnic == SURVEYORS JAMES K. DELMARTER rn R.t�,,: 17564 EXPIRES: 6 -30 -2007 \� 34. 8 VEUNC INSTALL 260.01 LF OF 6" PVC SEWER MAIN ... 1 . 346. 344, 340. .1 I, 2-- (�SD) TRACT NO. 6520 UNITS 1&2 07774 /a-y EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES QROFESS /pNq DRAWN BY J.K.D. DATE 3 -15 -06 ;sons::.:: SHEET 7 SAN I TAT1 ON ?.:':_. HwRAU�.... -._, CIVIL 'sTRUC�uRnL_>:.:_:;.. OF 11 91 K DEL ENGINEERS OUNA7itiNS: yS �ELMARTER &DEIFEL w ' '° m WOOLRICH BAY DRIVE DELMARTER & DEIFEL Exp. 6/30/07 -'o B Y:r 2901 H ST. #.3 BAKERSFIELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 * * sT =: _iaNO:::PnNNnic == SURVEYORS JAMES K. DELMARTER 9TF CiviV ��Q R.t�,,: 17564 EXPIRES: 6 -30 -2007 VEUNC OF CAI0�� ����� ;PROPERTY LINE '`= DATE: SUBDiViSION DRAFTING; JOB NO. 14090 I, 2-- (�SD) F-- Ld W z_ Q 1 3 i {�I I 1 � it i \ _O O I 0 +00 j ! — I 0 N�# 5 °o I 1 I I !I I I I DELMARTER & DEIFEL 2 3 4 5 6 7 8 9 10 11 O� � w —J N LLJ tal I— En W m 12 132 131 130 129 128 127 126 125 124 123 122 121 120 NOTE: ALL CATCH BASIN CURB FLOWLINES NOTE: ARE LOCATED 20' FROM C/L STREET STORM DRAIN PIPE LENGTHS ARE TO INSIDE FACE OF STRUCTURE 13 14 15 16 17 18 19 119 118 III 117 > 0 CD Q r Uw w Lu v W V) (n Q U 28 27 26 20 N t 25 21 24 22 42'05'46" 46'13'08" 23 } o: Q D Z D 0 a SCALES HORIZ: I"=50' VE RT: 1" = 2' 356 0 1 2 3 4 5 6 7 8 9 10 11 12 13 says:_;::=:: - SHEET 10 snyirnnoN __: QRpfESS /pHq DRAWN BY: J.K.D. DATE 3 -15 -06 354 MN SpP $ K SK. DE(y9��yc ENGINEERSauf�rsaiaris:__::_ ELMARTER & DEIFEL m ,5c��. ��• w Exp. 6/30/07 �u BY: ! /'�y{� 2901 H ST. #3 BAKERSREL.D, CA. 93301 * PHONE 327 -1486 FAX 327 -1452 JAMES K. DELMARTER / s� :_:sario_PANriNc = SURVEYORS 9TF ���i` ��Q R.0 17564 EXPIRES: 6 -30 -2007 :Nq_ iVEUric `?...................................... OF CAI\F DATE:l O ORE iri: DRAFJI.NG; JOB NO. 14090 354. _ SOUTH GUTTER PR OF I LE ^� � 354 Z U M -- M - O c S 352 + 352 _ _ _ _ _ _ _ ©- ....._.._._ ...... ...... Z ............... ...... ... .._ ... .. -.. _ ...... _ ...... .... .. _- .._ _ ..... ....... ...... . -. M N Z O O M: O 0 : p � N 350 _ _: M E— : to Z O O 350 00 rn 0 kg h – 0.509, ,� + \�•1 (o 0. 5 0 . 348. _ ..... . _ _ _ __.... .. ... _. _0:35 %. tig ��y ya �°����' 348 �� 346 .. _. _... 344 344 342. _ . _ _ _ .._..... .._ ... . . _ _ ......... .. .. __ _ .:.. .... _ _ . __ _ _ .......... :.__...._ ....... _........ . ..... ..... . ._ . ... ... _. _ _ . _ _ _ ......._ .. _....__ 342 1 i 3 9 ti . . 6 � � 5 J .� 340....... _.340._........ ._ . _ __ . ___. . ._ __ _ _ _ . _ _ __._... _ _ _ .. _ _. .. _ _ _ _ _ . . _ _...: .. ...._ _ _ _.:. _ . .. _ _ _..___._. _ :. ... _..._ _ ......_ _._ _ ..... _� :. ._ . _ _ _. _ .. _._ _ VL� 1 0.25% 338 " - -..... INSTALL 303.00 LF OF 6" PVC SEWER MAIN INSTALL 303.18 LF OF 8 °:PVC SEWER MAIN. INSTALL:279.81 LF OF 8" PVC SEWER MAIN INSTALL 260.01 LF OF 6" PVC SEWER MAIN 338 "RECORD DRAWINGn I HEREBY STATE THAT THIS DRAWING CONTAINS ALL Ck'',"41GES APPROVED PRIOR FO Y S DA I BY; , R.C.E. /7 4 ®ATEs ! *-44- 1,2 �oyGO TRACT NO. 6520 UNITS 5&2 e W24 lo,-3 EXHIBIT "E" - SEWER & STORM DRAIN PLANS & PROFILES says:_;::=:: - SHEET 10 snyirnnoN __: QRpfESS /pHq DRAWN BY: J.K.D. DATE 3 -15 -06 CIVIL slriucluRA�. == __:_;;. OF 11 RUSH CUTTERS BAY DRIVE SK. DE(y9��yc ENGINEERSauf�rsaiaris:__::_ ELMARTER & DEIFEL m DELMARTER & DEIFEL w Exp. 6/30/07 �u BY: ! /'�y{� 2901 H ST. #3 BAKERSREL.D, CA. 93301 * PHONE 327 -1486 FAX 327 -1452 JAMES K. DELMARTER / s� :_:sario_PANriNc = SURVEYORS 9TF ���i` ��Q R.0 17564 EXPIRES: 6 -30 -2007 :Nq_ iVEUric `?...................................... OF CAI\F DATE:l O ORE iri: DRAFJI.NG; JOB NO. 14090 1,2 �oyGO Ld o >_ Q DELMARTER 6 DEIFEL O �- w LLI w N W Q (n W H Ld W w DELMARTER 6 DEIFEL Y N ly- w cr� cf) W uj W � m z O C/) C) (n = Q (f) Li Q :�i ry EXIST 10" PVC PER TR. 6333_ r UNITS &&2 Q } F a w w U) m J F W w DRAWN BY J.K.D. DATE 3 -15 -06 N Q CIVIL /ENGINEERS says::. - -, SHEET 11 ssnrilrgnoN _.- NPRAUUCS. =- OF 11 13 356 _. .1 . 354..........1 .. ... 352......... j 344 342 340... 338 -1- 33.6— . j _ . 0 15 16 17 ire 19 20 21 22 23 APPROX. NATURAL GROUND "RECORD DRAWING" I HEREBY STATE THA T . THIS DRAWING CONTAINS A: L C� "oGES APPROVED aFESS, QR a PRIOR, FO'"HIS DAff: o I T w No. 17564 m Ems. 6/30/07 A �J �7►- DATE R.C.E. J �19T ��\P F OF CAO 11 LO f 0 +00 1 +00 — 2t0_ 1 — N00'00'58 "W � �oJ MARTELLO WAY �x 4 R/W 12 I I SCALES r� M M co af 0 u- w N w F En W L, 0 a 4 HORIZ: I"=50' VERT: 1" 2' 24 25 26 0 1 2 R ) J F INSTALL 187.87 LF OF 8" PVC SEWER MAIN . 356 . I j_... 354 _ 1 ....1 . __..352... 344 j- .342 .I....... 340 j 336. TRACT NO. 6520 UNITS &&2 7226 1w,3 EXHIBIT "E'' — SEWER & STORM DRAIN PLANS & PROFILES DRAWN BY J.K.D. DATE 3 -15 -06 CIVIL /ENGINEERS says::. - -, SHEET 11 ssnrilrgnoN _.- NPRAUUCS. =- OF 11 EAST BERKSHIRE ROAD STRUCTURAL.; ::;;. zsurrabys_ . -::__ �LMARTER & DEIFEL M A R T E L L O WAY DELMARTER & DEIFEL `, BY: z /—/— Y 2901 H ST. #3 BAKERSRELD, CA. 93301 PHONE 327 -1486 FAX 327 -1452 JAMES K. DELMARTERnr� ° ^.- PnNyNC SURVEYORS R.0 �V/Ju-+ E E+XPIRES: 6 -30 -2007 DA JOB NO. 14090 2- �wo