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HomeMy WebLinkAbout1.2-6873 Ph 1 - 4SUMMARY OF IMPROVEMENTS - PHASE ONE: 4' SEWER MAIN 5,134 LF. 6' SEWER MAIN 726 LF. 8' SEWER MAIN 965 LF. 12' SEWER MAIN 1,232 LF. MANHOLE (6'-8') 4 EA. MANHOLE (9'-121 1 EA MANHOLE (17'-29') 1 EA MANHOLE (DROP) 3 EA. 6' CLEAN OUT 2 EA. CATCH BASIN (3.5 OPENING) 7 EA. 18' STORM DRAIN PIPE 515 LF 24' STORM DRAIN PIPE 235 LF. 36' STORM DRAIN PIPE 963 LF. MANHOLES 5 EA. TIE-IN 1 EA. SUMP.. RAMBUTAN PLACE OUTLET STRUCTURE 1 EA. 6' BLOCK WALL 578 LF 36' STORM DRAIN 50 LF GATES. 12' OPENING- 1 PAIR W/POST LOCK PER PAIR PLUM RED WAY SUMMARY OF IMPROVEMENTS - PHASE TWO: 23. 4' SEWER MAIN 3,148 L.F. 6' SEWER MAIN 903 LF. 8' SEWER MAIN 1,629 LF. 12' SEWER MAIN 1,419 LF. MANHOLE (6'-8') 4 EA. MANHOLE (9'-12') 2 EA. MANHOLE (13'-16') 2 EA. MANHOLE (17'-29') 1 EA MANHOLE (DROP) 4 EA. STUB & PLUG 1 EA. 6' CLEAN OUT 1 EA. CATCH BASIN (3.5 OPENING) 4 EA. 18' STORM DRAIN PIPE 178 LF 24' STORM DRAIN PIPE 1,195 LF. 36' STROM DRAIN PIPE 1,762 LF. MANHOLES 4 EA. TIE-IN 1 EA. INDEX SUMMARY OF IMPROVEMENTS - PHASE THREE: e SEWER MAIN 3,151 LF. 6' SEWER MAIN 1,066 LF. 8' SEWER MAIN 2,547 LF. MANHOLE (6'-8') 6 EA. MANHOLE (9'-12') 3 EA. 6' CLEAN OUT 3 EA. CATCH BASIN (3.5 OPENING) 4 EA. 18' STORM DRAIN PIPE 1,092 LF 24' STORM DRAIN PIPE 156 LF. MANHOLES 5 EA. SUMMARY OF IMPROVEMENTS - PHASE FOUR: 4' SEWER MAIN 3,215 LF. 6' SEWER MAIN 747 LF. 8' SEWER MAIN 3,080 LF. MANHOLE (6'-8') 10 EA. MANHOLE (9'-12') 1 EA. V CLEAN OUT 3 EA. CATCH BASIN (3.5 OPENING) 7 EA. Ile STORM DRAIN PIPE 1,072 LF 30' STORM DRAIN PIPE 145 LF. MANHOLES 7 EA. STUB & PLUG 1 EA. SHT. NO. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. BANANA CLUSTER AVENUE 4. RASPBERRY AVENUE 5 CRANBERRY WAY 6 STRAWBERRY LANE 7 GOOSEBERRY AVENUE 8. AVOCADO LANE 9. FICKLE BERRY WAY 10. CHERIMOYA DRIVE 11. GRAPEFRUIT DRIVE 12. HONEYDEW DRIVE 13. ITA PALM WAY 14. JUJUBE DRIVE 15. BLUEBERRY AVENUE 16. RAMBUTAN PLACE 17. STAR FRUIT WAY 18. ZUCCHINI WAY 19. TOMATO LANE 20. VOAVANGA WAY 21. PLUM RED WAY 22. CUCUMBER COURT 23. CRAZY COCONUT AVENUE 24. WATERMELON LANE 25. PUMPKIN PATCH LANE 26. JICAMA WAY 27. RACING RAISIN WAY 28. CANTELOPE DRIVE 29. MUSA GROVE AVENUE 30. HOLLY BERRY DRIVE 31. LIME GROVE DRIVE 32. GOSFORD ROAD 33. McCUTCHEN ROAD 34. McCUTCHEN ROAD 35. SUMP LEGAL DESCRIP'ION THE WEST 100 ACRES OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF THE SURVEY OF THE SAID LAND, RETURNED TO THE GENERAL LAND OFFICE BY THE SURVEYOR GENERAL EXCEPTING THEREFROM THE NORTH 40 FEET OF SAID LAND. ALSO EXCEPTING THEREFROM ALL 011., GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES WITHIN OR UNDERLYING SAID LAND, AS RESERVED IN PREVIOUS DEEDS OF RECORD. 07/21/2015 Drawing File: FSEW6873 C1 BERKSHIRE ROAD TY OF-- f TRACT BOUNDARY A E R S F I E L I�IFI TRACT No. 6873 PHASES 1-4 CONSTRUCTION PLANS SEWER AND STORM DRAIN PLANS AND PROFILES BENCH MARK SET: TOP OF CONCRETE MONUMENT ATC L INTERSECTION OF STINE ROAD AND MCKEE ROAD ELEV. 350.28 U.S.G.S. DATUM THE BEARING OF N 00;36'13' E ALONG THE WEST UNE OF THE SOUTHWEST QUARTER OF SECTION 2$ T. 30 S, R. 27. E., M.D.M. ALSO BEING THE C00FRLINE OF GOSFORD ROAD, AS SHOWN ON RECORD OF SURVEY BOOK 23, PAGE 56, RLED IN THE KERN COUNTY SURVEYOR'S OFRCE WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LIST OF C. 0. B. STANDARDS USED HEREIN. - SW -2 - SEWER & STORM DRAIN MANHOLE TYPE SW -5 - SEWER CLEANOUT TYPE "A " SW -3 - SEWER MANHOLE TYPE "A " INSIDE & OUTSIDE DROP D-14 - CA TCH BASIN TYPE "A " SW- 7 - SEWER PIPE CONNECTION D-10 - OUTLET STRUCTURE D-9 - DRAINAGE BASIN SW -1 - SEWER LA TERAL MARKER ST -12 - STANDARD TRENCH DETAIL L TOLL FREE 00-642-2444 .EAST TWO DAYS btFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK USED: TOP OF STATE HWY CONCRETE MONUMENT IN LH. S11NE ROAD AND TAFT HIGHWAY PER KCSFB 721 P. 35 U.S.G.S. DATUM SCALE: 1 1" = 200' KEY MAP BERKSHIRE I ROAD McCUTCHEN I ROAD VICINITY MAP N.T.S. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT MALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1-800-227-2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. E. SMITH RCE 35473 EXP. 9-30-17 NOTE: SEE SHEET TWO FOR ALL NOTES DATE u -` -'a -_--- -- - McCUTCHEN ROAD ORDER IN WHICH PHASES WILL BE CONSTRUCTED: NOTE : GOSFORD ROAD STORM DRAIN (SHEET 32 AND ALL OF AVOCADO LANE STORM DRAIN (SHE T 8) ARE TO BE CONSTRUCTED CONCURRENTLY WITH PHASE 1. REMAINING PHASES TO BE CONSTRUCTED IN ORDER. lV51hU SWER.1%14 Ci ArNo 1D %'RIM PO4 Ptf ftVv 5 A-1 ALL PMASF t41495. 'g'OFESSJO E. w No. 35473 a 9/30/17 �C 7� 4 CIV Op F CAL REVIEWED BY: _ ASSISTANT PUBLIC WORKS DIRECTOR Y i APPROVED BY:_� i NICOLAS FIDLER C. 61069 EXP. 12-31-16 PUBLIC WORKS DIRECTOR ////// JOB SITE 6873 Q Of w Of Of CD w 0 o Q Q u McCUTCHEN I ROAD VICINITY MAP N.T.S. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT MALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1-800-227-2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. E. SMITH RCE 35473 EXP. 9-30-17 NOTE: SEE SHEET TWO FOR ALL NOTES DATE u -` -'a -_--- -- - McCUTCHEN ROAD ORDER IN WHICH PHASES WILL BE CONSTRUCTED: NOTE : GOSFORD ROAD STORM DRAIN (SHEET 32 AND ALL OF AVOCADO LANE STORM DRAIN (SHE T 8) ARE TO BE CONSTRUCTED CONCURRENTLY WITH PHASE 1. REMAINING PHASES TO BE CONSTRUCTED IN ORDER. lV51hU SWER.1%14 Ci ArNo 1D %'RIM PO4 Ptf ftVv 5 A-1 ALL PMASF t41495. 'g'OFESSJO E. w No. 35473 a 9/30/17 �C 7� 4 CIV Op F CAL REVIEWED BY: _ ASSISTANT PUBLIC WORKS DIRECTOR Y i APPROVED BY:_� i NICOLAS FIDLER C. 61069 EXP. 12-31-16 PUBLIC WORKS DIRECTOR SEWER NOTES: 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 CLE ING BALL UNDER HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTI G OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK I COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTE WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMA TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED BEFORE APPROVAL SEC. 1.3.2 TESTING: 1.3.2.1 MANDREL TEST OF ABS AND PVC PIPE. FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIG TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE 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 CORRECT- ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. MANDREL TABLE NOMINAL MANDREL DIAMETER 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) SEC. 1.4.1 GENERAL: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. SEC. 1.4.2 PIPE AND CONDUITS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH- STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 1.4.2.1 VITRIFIED CLAY PIPE (VCP) A. MATERIALS. THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: (1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (2) THE PIPE AND FITTINGS FOR 6% 8% 10% AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425, EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC- TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. (3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 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 IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, 11, 111, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 1.4.2.3 ACRYLONITRILE-BUTTADIENE-STYRENE PIPE (ABS) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D2680 AND D2751. 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 IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, II, ill, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 07/21/2015 Drawing File: FSEW6873 0 1.4.2.4 SYSTEM TESTING. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3, WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 1.4.2.5 LATERALS AND STUBS: A. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. B. WYE FITTINGS SHALL BE IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES: BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -22 ALL EXISTING PAVEMENT AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 1.4.2.7 EXISTING FACILITIES: 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. SEC. 1. 4.3 MANHOLES AND CLEANOUTS (LAMPHOLES): ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -6. SEC. 1.4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES: 1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET IS REQUIRED. 1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY SEWER LINES. 1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE. 1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM. STORM DRAIN NOTES: SEC. 2.5.3 CLOSED CONDUITS: 2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE TRAVELED WAY WHENEVER POSSIBLE. 2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS, AT INTERVALS NOT TO EXCEED 400 FEET ALONG THE CONDUIT, AND AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES OR LESS MAY BE CONSTRUCTED WITH PRE -FORMED ANGLED SECTIONS OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED PIPE. 2.5.3.3. CLOSED CONDUITS, INCLUDING NON -REINFORCED AND CAST -IN-PLACE CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING AND LAND USES. A MINIMUM OF 2.50 FEET AT F/L AND 2.25 FEET AT PA OF COVER WILL BE REQUIRED IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE OR EQUIVALENT NON -REINFORCED PIPE SHALL BE USED IN ALL TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10 FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL SIPHON LOCATIONS AND FOR ALL JOINTS WHERE PIPE FLOWUNE IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET. R 1. ALL COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 661-326-3049 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600) 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. 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 PERMIT. 6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC- TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS- TODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY 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 STATION- ING 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. 7. "A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT, CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE - CONSTRUCTION CONFERENCE." 8. "CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS, AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRAN- SPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER." 9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. 11. ALL STORM DRAIN PIPE TO BE CL III RCP-RGJ TYPE. 12. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES- POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY. 13. TRENCHING TO BE PER C.O.B. STD. ST -22 14. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 15. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 16. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. MH TOP EL 24" DIA. MH FRAME & COVER PER DWG SW -2 - CITY OF BAKERSFIELD PUBLIC WORKS DEPT. (TYP.) x a co n ; a e 7' ID MANHOLE SHAFT SEE NOTE # 1 BELOW a e D 4" MIN. e _ v . CAST -IN-PLACE CONCRETE MH BASE L SEE NOTE # 2 BELOW o . #6 0 12" E/W � fL _ v Q A N I 12" COMPACTED AGGREGATE BASE & WRAPPED IN GEOTEXTILES (TYP.) FUTURE PAVEMENT TOP \ r z u- I I > ui / to _ 0 W �1 CITY OF BAKERSFIELD TRACT No. 6873 PHASES 1-4 CONSTRUCTION PLANS SEWER AND STORM DRAIN PLANS AND PROFILES EXISTING GRADE NOTE If 1 BELOW 24" ID ECCENTRIC FLAT TOP. ° TOP SHALL BE DESIGN TO e SUPPORT AN H2O LOADING 1/2' MORTAR OR "KENT' SEAL BETWEEN SECTIONS 0 MANHOLE SHELVES C SEE SECTION Q e I \ U ' D I I _ ' D o . _ v • 0 0 DETAIL: 84" ID DIA. MANHOLE N.T.S. MORTAR MH SHAFT IN PLACE HOOP (TYP. AROUND PIPE PENETRATIONS) #6 0 12" E/F E/W QROEESSCO--1 s No. 35473 Exp. 9-30-17 CIVIL NOTES: � OF 1. INTERIOR OF MH WALL, CONE & RISER SHALL BE PVC LINED IN ACCORDANCE WITH SECTION 06650. LINING DETAILS SHOWN ON S-16 STRUCTURAL TYPICAL DETAILS. 2. THE FLOW CHANNEL AND TOP OF MH SHELF SHALL BE COATED WITH 100 MILS OF POLYURETHANE OVER EPDXY PRIMER BASE IN ACCORDANCE WITH SSPWC, SECTION 500-2.4., OR OTHER COATING APPROVED BY OWNER. 1 Am I I BACKFILL COMPACTED TO 957o RELATIVE COMPATION BETWEEN EXISTING OR FUTURE BACK OF CURB LINES OF STREETS OR EXISTING OR FUTURE RIGHT OF WAY LINES OF ALLEYS. BACKFILL COMPACTED TO 90% RELATIVE COMPACTION IN ALL OTHER AREAS. ;OMPACTED TO 90% ;OMPATION LIMIT OF PIPE ZONE SHALL BE TWELVE (12) ABOVE TOP OF PIPE BELL OR THE OUTSIDE ER OF PLAIN END PIPE. BACKFILL COMPACTED TO 90% RELATIVE COMPACTION PIPE OR CONDUIT STANDARD TRENCH DETAIL ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS N.T.S. PIPE DIA. A �P , • _ v _ v 1"/FT (TYP.) '--INV. EL ON DETAILS .DETAIL: MH CHANNEL C 1 4gOVESSJ _ E. w No. 35473 mi 9/30/15 CiVI o F CAL .2 Co S -2 4- RIGHT-OF-WAY PROPERTY UNE GROUND ---, '.,, 2 z4 x120 STAKE 14 GAUGE WIRE SEWER LATERAL PLUG 4 I"-- 4.0' MIN. SEWER LATERAL MARKER -SW -1 ILLS. INSTALL AT END OF ALL LATERALS TRACT No. 6873 PHASES 1-4 SEINER & STORM DRAIN PLANS & PROFILE SmithTechA VSA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 (661) 327-8492 FAX 327-8493 ROBERT E. SMITH RCE 35473 DATE JOB NO. - 04-145 SHEET 2 OF 35 SHEETS SCALE: HORIZ. 1" = 50' VERT. 1" = 4' NOTES: OSEWER UNE EASEMENT PER DOCUMENT NUMBER 215068352 3 1 NIS 3 0 1 W W �z � Q SEE SHEET 4 11 20 I X20 11 to 20 0 1 SEE SHEET 4 W LUmz Q Q 36 5 Q) + UTUR- /W1 = rR /t S.D. I S.D. 1( -- --! ZE o FLFUTURE w \ ] { ---- --- to O s C7 F `� c� 0 156.88 LF. 12 SEWER c� 1 ?8.79 L.F 12" SEWER _ 6" Sr WER_� o cL BANANA CLUSTER — -S 84.00'45° E — AVENUE N 89'00'45" W 11 aJ1 -- C J -- -- z N FL 1�kA, O o AFL RE c- 'co IZZC w o — � � l Q0 cyc C' C=> r--- { - CD CD �R/W z �^ 3 7 m z�p (TO W • m SEWER MANHOLE TYPE 'A " J � � -r TYP. TYPE "A" CATCH BASIN CL TYP. a: z STD SEWER PIPE CONNECTION SD. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE �a of Q STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED CL rn Q CL Of D .. s Q + J + ; Q- SEE TR. 6874 FOR SEWER AND C> = Q � O en STORM DRAIN IMPROVEMENTS a $ O�Cp m Go �rl� 1101 20 120 i10' v~i ¢ m Q ¢ p cr) Q_�55 5 1 I I~ I I 36 5 Q) + UTUR- /W1 = rR /t S.D. I S.D. 1( -- --! ZE o FLFUTURE w \ ] { ---- --- to O s C7 F `� c� 0 156.88 LF. 12 SEWER c� 1 ?8.79 L.F 12" SEWER _ 6" Sr WER_� o cL BANANA CLUSTER — -S 84.00'45° E — AVENUE N 89'00'45" W 11 aJ1 -- C J -- -- z N FL 1�kA, O o AFL RE c- 'co IZZC w o — � � l Q0 cyc C' C=> r--- { - CD CD �R/W z �^ 3 7 m z�p (TO I� • m SEWER MANHOLE TYPE 'A " v� � Q -�-� FUTURE \� ( - --- - --rt w o R�W o1 ` T cn cn T 15 I , l n 20 5' 20 10 SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION SEE TR. 6874 FOR SEWER AND STORM DRAIN IMPROVEMENTS w 0 � W Q� Q Q BA YA YA C- I US TER A VE --y UE 10 PHASE 2 11 12 13 4gOFESSIO Nq w No. 35473 mi ROBERT E. SMITH RCE 35473 DATE 9/30/15 OCIVIL������� I' CAL tl! 35473 �,. 9-30.17 t dE E%F �`«E�� LEGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A" -r TYP. TYPE "A" CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A ' C STD SEWER PIPE CONNECTION SD. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE - STUB & PL UC - AS NO TED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. - - - -- -i------ - ----- - -- --- - - -- - - ---- - - - - -- --- -- � I , I 344 I _^�_ ---- -- - --- ' -- -- ---- - - - - -- ---= - -- - -- - - - - - _ _ - -- -- ----------------------� - - - -t- -- - 344 o f 342--- -- - - ,— — — - - - --- - -- - - - - - -- - -- - - — — -�-- -- -- --- 342 I l 1 I J rt i �, -- � � 111 -� - -- - � --� 340 - -- --- ---- - - -- --- --- - -------- --- -- - 340 , --------- ---- 338 �---- - --- - - --- --- -- _ -- �----- --- - -- - --- - ----------- ---- -., 338 �W 336 ------ -- -- ---._- --_ ------ - -- --�--------------�- ---- -----�-------- --- ----- - --. 336 Y - --- - - ----- -- -- — 334 ----- ---- ,------- .---------- �- ---�-------- - ;- -- - --- -- ---- - - -------- -- -- -� 334 -- ---- - - --- -- ---- --------- ----- — — —i — W -- — - - --- -- - --- - -- ' -- - - - -- . -- - -- - - - - --- - -- -• - - - - 332 ---1-------------- -' - - _ ��$ 332 . ��-,4RlA- , -� --- - - - - - -- - --- - �- - - A U�� - - - I - - - - ----- -- --- - - --- -- -- - ---- --. --- --- } �Lu�- 330 ----- -----�--------------_�-------__ ___ _ 330 - Z 1 -- - Ll 328 �- - --- �------- --- I - � �- -�--�- �- -- - - -- ----_---- --- -- t ---- - --- -- --- 328 I --- - - - - ----- — --- --- — ---- -- ( `fl — --- --' ----- -- - - --- -- ---- - ---` -- --- - - - - — -- — -- -- -- -- ------ — ( _ � 1 -- ---- i Of O 00 d co �__... ---- ----i------- ------ -r - - --- - - - -- -- - - - --- -- - - - -- ---- ------ --- - O MM CD Q0 - i ■i��v�i 1tT i O J J c L W w w WWW I Q -_ —} zz> TRACT 637 SEWER TRACT 6374 SEWER --z w� --- - ---- -- P C SEWER MAIN w � `.N_ co 12" PVC R MAIN 1 � w � ~ = I� co N '-'j ! � - - -- --1 - - -R73 PW 2-- - --No- - - --------------- ------ -----��� T. S = +0. 047. S +0.202% -----,---------- I -- �---- - -- ----- IilY — "� •-• SHEET 3 OF 35 SHEETS DETAIL °A" N.T.S. 4 3 W m Z: SEE SHEET 5 SEE FRONT SHEET FOR SEQUENCE OF CONISTRUCION SCALE: HORIZ. t" = 50 VERT. 1" 4• RA ,�pBERRY A VENUE = PHASE 2 10 11 12 13 14 15 16 4g,OFESSj0 E. w No. 35473 x 9/30/15 oCi v 1Ll1o���� F CAL ROBERT E. SMITH RCE 35473 DATE f , C) l; ti `cLc PJo.35473 Exp. 9-301-17 -4: LEGEND: o STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED TYP. SEWER MANHOLE TYPE "A" • TYP. SEWER CLEAN OUT TYPE 'A " -r TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION SD. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �— STD OUTLET STRUCTURE �-- STUB & PLUG - AS NOTED STD. SEWER LATERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. i i ---------�- --- - SH—GRADE PEi - _ ---- - -t--- - - --- --- — - -- -- ------ - --- -------- -F 350t • 350 348 ------ ---- � _ _ — — — — — — — — — — — — — — — — — — _-- -------_— - ---�--------- -- _- ----- --- ----------- - ---- --- - - -— - --- ---- -- - -- - ; 348 3 7 346 ---- — ----------- - _ - ---- - --- -- -- ' 346 344 �t344 342 ----- -- - - — --- -- ----------- - -- --- �----- ---- — - -+--- — --�--- 342 -r- - � - ----- �---Y----------- - _---- ----- ----1-- - ----—_.------------ 340 340 --- - — - --- — - 338 �-�------ ---- - _-----�-------- -- —---------- --- 338 336 t 334 ---- --- --- ----------- --------------- 334 332 ------- ------ ---- ------------------------ 32 330! 330 �-------------- -- - --- -------- —r------------- t 328 --------- ----:-------- _-- - -- ------ — ---- --- ---- --- _�----— ---;--------------------------- - a 328 ------- — I � i MaM ¢= rn cl LO - — - -- -- -- - -- -- - -- - ---4- - ;- -- 1i - - ---- - --- -- - W W 0 tf) J . J ---- - -� -- ---- -- -- }it -h GO W W I 111111 ---- --- - ------ -- --T - — -- -- - - -- -- --- ------ — -- - - - - — - +----------- -- ----- — — — -- -- – --- - j zz &-- z z - ---- - - ------ -- - -- --- - I r ---- ------ - - ---- - p-� F -�► /- N N A • IN TALL 169.91 LF.; A 1 �/ i /`=11 / Y i�. ------- - --- --- - -j- --- - - - ------ -- -- /-�',L-1, -- — - - -- S —+o.2 S & $ = +1.177% — ----- -' - - - ---- - ------ �- RS'P8M"U SHEET 4 OF 35 S EETS SCALE: HORIZ. 1" = 50' VERT. 1" = 4' M W Z SEE SHEET 6 N >- a (TO W cr- Lu `i 0 SEWER MANHOLE TYPE 'A " M ¢ f5 Z OOW cs ¢ t1i J TYP. TYPE , " CA TCH BASIN o prj � � TYP. LO 3 O M O +m o O2 V W v SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION m � z Q� G-- SEE cSEE SHEET 4 10 PHA S --F z 11 12 13 14 4gpVESSJO E. QJ No. 35473 9/30/15 ♦c Civil. il. OF F CAL ROBERT E. SMITH RCE 35473 DATE A f f: a � ,•�J c� No. 35473 -xF• Q-30 ;7 { iw- LEGEND.• o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST. OR EXISTS AS NOTED) TYP. SEWER MANHOLE TYPE 'A " ® TYP. SEWER CLEAN OUT TYPE "A" -r TYP. TYPE , " CA TCH BASIN 0 TYP. STORM DRAIN MANHOLE TYPE "A" O STD SEWER PIPE CONNECTION SD. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE ®- STUB&PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. t I1 I r r ---- ---- - -- ------------------- SH -G -RA BO�fE1t�E__ -_—PROPOSED - ------ -------- - ------------- !- FINISH '-- - - -- - - - - - ---- - —1--- ----- --- GRADE ABOVE PIP � --- --- - - ---------- - ---- ----- .------�--- � --_�-_ -- - 350 ---- - --- _ - ; ----- ----- - - -- ----- - - ----- -- ----- - I ''► - ,,�350 348 -- ---- --- -- ---- - ----- I - - --- - -- - -- - - ---- - - --- -- - --- - ---------- - � -- �- 348 346 a------- ---: - - - -------- ._----- -- ----__ __ __._--_------- -------------- - 346 I 7t LF. 18' i } -- - ---- --- --- 18" INV. __ - --- - — ST M MAIN PIPE ! — - ----- - - _ 344 342 � ---- --- ---L---------- ---------- + - - --- -- -- - ----- - ---- - ---- - - ---- - —�--- 55t "A!r �__----- ---- -- _ -- —�--- — t I 342 18t' INV. 340 i - -- -- --- -- - - -- - -- - N PIPE - - - --- -- ------ - I -- - --- --- t S-- +0.7 7% _-- — 340 ----- -- ----- �-- - - --- — — " i STORM DR IN PIPE — -- - 338 t ---- - - - -- - - - -- - - - - - -- } -- ------------ ---- - fi ——�------- 18 INV. "---- - - - - -- — -- - --- --- 18 INV. ---------- 336 --- 7.50 s/E s - -- - - --1 --_--------------- 338.- - - ---- - -- - -- - -- -- 336 C) ---- -- -- -- --� -LO 337.90 11 �/W I ST 9+95.00 + i o p 334 � ---- ----�- -- --------- ------ �_- -1---- -fi- ---- - � - - --- --- ----- - ---- - - - -- - ----- -- - - ------ - --- --1334 - - --- _ --- - m 332 ----- -- --- - -- - - - ---- - - -- ---- ---- -- - - - - :332 -- - ------------- ----- - - -� ---------------- + - -- I - - - -- -------- - - - - --- - - ' --- -- - - -- 1 L ' � 12" SEWER INV., --- 330 - - - - - - -- - - - -- ----- - - - ---- -- -r- -- -�- ---- -- - ------ - -- -- 331.78 E/W 330 328 �- �-------- ---------- - --- - � --- ---- ----- -- - I--------- --, --- -- ------ - - ----- -�------------- - ---- - I ----- -- --- --------' ► - t t 328 , -- r co ' W Z Z - -- -- --- -Y--- -- -- - i 1 — - -- - - ---- — — --- -- --- Z Z — - --- -- - ---- -- -==C; N N — — --� O M elf Co + W W M — -- ------------------------ ---------- --�---- .1[3 - —1 J ' �. WW W - ---- j-- ----- ------ ----- -- - - - ----- -----�-- — -- - -—------- r----------- ----- -------------- O ---- Z Z Z Z - --- -- -- -- - -- — - - - --- - - -- / Y o— W{y� � ------- � - � W r � � -- — ---- ¢ �°�ZV-CST—_ � I------- --__—_-- f - --T -- INSTALL 310. LF. 12" PVC S WER MAIN +— -- - -- - - - - - ------ -�— --- -- -- ----. Y�L - — - ' S +0.200% � - - ' � --- --- - --- - ----- - - — — ;------y�rN ' - - -- --- -- --- -- --- ---�- -- ---- - t�� 1- -- --- ��14 SHEET OF 35 S ETS • M C z N o = 0 z c � o g Ccl Lu W UN OLO N pQJ O Q + SEE SHEET 8 o N SEE SHEET 7 10 2011 0 1 �' " � L L � 15 � LO � � 10 20 0 1 8 3 5 `� 30' S8� ± 59 60N N 6 1 620'+ 0' 0' 63 64c � 65 66�' `� 6 7 68� ^ 6 9 7 0^ X 7 1 '7 2 W � W 5' 5 7 ,�. TV. Q <C F- F- 1- F-- F- N N N N N N N N fn N N o rn N � os o, o, o, 'o, o, 'a, /W 'o, v, 'o, o, A c� p� p� c. m cc M M M M M M M M M M M M M 9 M M N U 0 5 5 6 N 10+00.00 11 1s_s.D. S 00'59'15" W O 12 C 4• SEWER S 00'59'15" W 19 19,�60 0 ri ..._. 13 14 15 N 16 �� (•) 17 18 L, � — I - I � — -- �— — - - -i _ — to U0. T280:It ac.00 LF. 12" SEWER N 12+80.00 5 340.00 LF. 8" SEWER N 340.00 LF. 8' SEWER � o 0 5 p L ` 5 5 �� :n -+1 N N R W 39' S (p R/W o N N N N N N N DD / O CO JL 1800 N 4 7 4 6 18. 18• 25 X2 4 2 3 X2 2 2 1 � 2 0 19 �� 17 �5 c S. D. < S.D. N 10 20 15 0 10 N N �'V. "�M N Z 1020 01 10 20 Z 20 10 6 SEE SHEET 8 a z — SEE SHEET 7 o SEE SHEET 5 =g N N N o o a. z '� 'n '� cc Lu Cl 9 oc an Lu O � ui ZQ uLOg $ oz + 0 �� V)v �Q U Vii, O ¢ Q Q N N SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION S TRA IrBERR Y IA YE SCALE: HORIZ. 1" = 50' pffA VERT. 1 " = 4' 1 1 lJ71 SE 2 10 11 12 13 14 15 16 17 18 19 350 �---- --- -- 348 ------- -.- 346 `------------ 344 �---- -- __ 342 340 ----------- 338 ------ - 336 334 --- - -- -- --- 332 '------ - 330 :----------- 328 -------- - z 3E OLn (7i WWI. J Zy Z S= Ed z L� N' CO 3Lz N 20 3 N 4gOFESSIp�, E. w No. 35473 9/30/15 �c CI Vlti p��o4�ti� F CAL ROBERT E. SMITH RCE 35473 DATE No. 354'3 i ; - - --- - -+- -- -- - -- ;- ---- -- - 1 LEGEND: o 2 CITY MONUMENT ENCASEMENT 20 3 N 4gOFESSIp�, E. w No. 35473 9/30/15 �c CI Vlti p��o4�ti� F CAL ROBERT E. SMITH RCE 35473 DATE No. 354'3 i ; - - --- - -+- -- -- - -- ;- ---- -- - LEGEND: o STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A " �r TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE C STD SEWER PIPE CONNECTION s o. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED ::i— STD OUTLET STRUCTURE w— STUB & PLUG — AS NOTED STD. SEWER LA FERAL MARKER 4 PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT , ------- ------ - -- PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. ------------ 352 : -----,-----__--------�-- --- - ---- -- ---- - - �-------------- - 350 : - �--------- -------------------�-- ------- � 348 346 ____----.------------- ---------- 344 4 i 340 , ------- ------ - -- ---------- ------ 338 i i i 336 ------------------ -- --------- - - ----- - - : 334 - - r- ------ -- ---- - �------ - ;----- - --- - 332 --- -- ---- � ; ----- �-- --- ------ ----- - 1 330 1 ______ -------------- - _----_----- � -- ------ -- - 328 ; , i T�hglTQA — — 'STj VWEI mith -- ----r-------------------�---------- ------ - -f --- -----------i�--tY--b--t/---it- R73 )[2h rAr�Cr i "It AAl 0- 0 T r) on C71 r— 1 - ��- • i -'- -- — — {- - SHEET6 OF 35SHE TS SCALE: HORIZ. 1" = 50' VERT. 1 is = 4' 350, 348 ;---- ------ ---- 346 52481E �- CL III RCP' 1 /RGI -STORM- li -SPE _ S= -3. i% ` 342 - 340 ,--- - -- Jw— 338 ---- - - -- - - 336 334 ------ ---- 332 �-- - -- --- - 330 �----- - - ---- 328 ! i i 11 ROPOSED i FINISH 3" INV. .5".- 36" INV. 40.50 EM O , O o� �8 ;5 9 cn LL,I M M 6 v TYP. 2°' 5 TYP. rn M ± CN (TO SE CONST OR EXISTS AS NOTED) N N w • TYP. SEWER CLEAN OUT TYPE 'A" -v O Qf 0 TYP. STORM DRAIN MANHOLE TYPE cry t� SEWER PIPE CONNECTION s o. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED Z STD OUTLET STRUCTURE - STUB & PLUG A S NO TED STD. Z M M NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. O C7 O 9 U cq .-. S +J o cn ui CD � �^ 4^ CD +M J O-� n N 107 N OCA $ + + O 4 J � Cn v p O N +N N CN ¢ u' 01 2° LO1 1 Nv N 12 1 3 TYP. TYP. 14 1 5 Q z � 10 N N N N 1W N O 100.00 LF. 6" SEINER O 339.33 LF. 6' SEWER �•�• 1 ♦00.00 11 S 89'00'45" E O 12 HORIZ. 1" = 50' VERT. 1 is = 4' 350, 348 ;---- ------ ---- 346 52481E �- CL III RCP' 1 /RGI -STORM- li -SPE _ S= -3. i% ` 342 - 340 ,--- - -- Jw— 338 ---- - - -- - - 336 334 ------ ---- 332 �-- - -- --- - 330 �----- - - ---- 328 ! i i 11 ROPOSED i FINISH 3" INV. .5".- 36" INV. 40.50 EM O , O o� �8 ;5 9 cn LL,I M M 6 v TYP. 2°' 5 TYP. rn M ± CN (TO SE CONST OR EXISTS AS NOTED) N N w • TYP. SEWER CLEAN OUT TYPE 'A" -v TYP. Qf 0 TYP. STORM DRAIN MANHOLE TYPE cry t� SEWER PIPE CONNECTION s o. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE - STUB & PLUG A S NO TED STD. SEWER LA Tl -RAL MARKER M M NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. O O 9 g cn N HORIZ. 1" = 50' VERT. 1 is = 4' 350, 348 ;---- ------ ---- 346 52481E �- CL III RCP' 1 /RGI -STORM- li -SPE _ S= -3. i% ` 342 - 340 ,--- - -- Jw— 338 ---- - - -- - - 336 334 ------ ---- 332 �-- - -- --- - 330 �----- - - ---- 328 ! i i 11 ROPOSED i FINISH 3" INV. .5".- 36" INV. 40.50 EM O , O o� �8 ;5 9 cn LL,I M M 6 v TYP. 2°' 5 TYP. rn M ± CN (TO SE CONST OR EXISTS AS NOTED) N N DETAIL "A" N.T.S. 11 12 1 d IJ -• �r. • SEWER MAIN cs ¢^ Z tC ¢N W AGO O Z W� Cl 0 = _ = v ~ Z M Q Z Q Z Z N G Q�W O = CJI 0^Z� O MMMJ W NWS M M QQ H MM�J �J c> : - D +M Cl l co U M V'n01 `+ � + o 00 +mMJo rn� Hv M Q� JN + MMOJ If) �tVLiN + +-! N� WN cS L-� SEE SHEET 10 + 3 o t o - o SEE SHEET 6 � v °.-° °•-° s 32' J +mMo �; �; 10 20 0 10 �M �'-�� �a N �. N 10 20 0 10 N g ���� ��. W w N�. 5 7 4 7N 4 g N, .N--4 9 5 NNS z� 1 6 1 7 �° N Q NW a (!? to 5; TYP. TYP. En a `� �5 1 Q Q N cn 4 vs LL Q. . N N ICc " /w dD l D N /W N M M o cv o O A je•S� I N B �B;Sp 300 LF. 12' SEWER �"?9 i ! H 206.16 LF. 6' SE 19+35.49 12, �W "' 89'00'45" �—"' -- n "' } t3FIRLO "S 89'00'45" E L7714+29.33 13 1 ----% S.D. 15 36" S.D. 15+79.33�C �6 36 S.D.O �17 — 7 18 36" S.D. N 19 N 89•ot'13' w 'R/W M M M QI 0� I f C M M M M R/W M LJ N N co + ' I 4 M Q30 2 a 30' 1 W'N 7 2 �°' S 6 55 5 4 5 300 0 cN N N = cn M 5+ N + F- r� + IN 10 20 20 10 = I Nv Q 5 2 cd o N SEE SHEET 9 N N I `V z cn cre) co W >-q. M I Z x M _ J M Q^ I = ao • YCL> oi^ = N C4 N �` Q M U LLJ Q .+. F-- pe mop I � N N Wap I.i LD �'S tC 9No� Q O Zd to �'ZM I M m^ YN Q H F-ZM rl- cn v N}W _ +cn M J M prj ^O M \^ I Q OO vi cn v 3•:O N M\. of 3 AO N v O N . M �+06 co -i IN I ull fn m J Nv " �`� - - - - - - - STORM DRAIN TO BE CONSTRUCTED .- U u-- CONCURRENTLY WITH PHASE 1 (SEE SHEET 35) SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION NOTES: vo A r %-Jr CA D 0 IA YE a CONST. DRIVEWAY APROACH PER CITY STD. 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SMITH RCE 35473 DATE L Plc). 35473 `T, Exp, 9-W-17CIVII f �n ----1---------PRO --GRAD-E-,AB4 P -IP -E----- ------- — -- - ---- ---- - --- — --- --��----------- �-- ----- -,�j -- - ----= �------- 350 .- • v GY 346 SIM DRAIN PIPE - --- - ---,�-�-z^-------- � S= +1.765% ` -�;-� o�--- ---- �------ - -- -- - -- .G.L-I ---- -- 344 342 - --18'-INV. -- - - - 18"- 340 M g ---- ----------- -�------------- - - --- �----�---------- 338 .INV --M am -- A' INV � 3 .70 /W _ - ---- ----- --- ----- -,-- ---- --- -- --- � - - - - 18' INV. 8' INV. 336 336.70 N. - 334 X -M E/W - ---- - ,---------- -- 332 B' — - - -- - - --- -- f - -- - - --,-- --- --- N U N - -- - - -�� ---- ---- --- - - - �----- ----s€c�ow 'c' -- �----------� --- 330 �-- - - �--------- -- 328 I i, -- -- --- - - -- - - - - -- - ---- -- -- - -- I - Is0 0 ID n P A -v n - - ----------- - - - - --- - -- -- - -- -TRA C-NE3. -- 2 ------------ -- --- --- - - - -- - ---- sT�vE� �--S---. i 1 — — ---� --- --- - -- -- - ' / .•+- SHEET 8 OF 35 SH ETS LEGEND.- EGEND.STD. STD. CITY MONUMENT ENCASEMENT (TO SE CONST OR EXISTS AS NOTED) TYP. SEWER MANHOLE TYPE "A" • TYP. SEWER CLEAN OUT TYPE 'A" -v TYP. TYPE "A " CA TCH BASIN 0 TYP. STORM DRAIN MANHOLE TYPE C S TD SEWER PIPE CONNECTION s o. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE - STUB & PLUG A S NO TED STD. SEWER LA Tl -RAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. ----1---------PRO --GRAD-E-,AB4 P -IP -E----- ------- — -- - ---- ---- - --- — --- --��----------- �-- ----- -,�j -- - ----= �------- 350 .- • v GY 346 SIM DRAIN PIPE - --- - ---,�-�-z^-------- � S= +1.765% ` -�;-� o�--- ---- �------ - -- -- - -- .G.L-I ---- -- 344 342 - --18'-INV. -- - - - 18"- 340 M g ---- ----------- -�------------- - - --- �----�---------- 338 .INV --M am -- A' INV � 3 .70 /W _ - ---- ----- --- ----- -,-- ---- --- -- --- � - - - - 18' INV. 8' INV. 336 336.70 N. - 334 X -M E/W - ---- - ,---------- -- 332 B' — - - -- - - --- -- f - -- - - --,-- --- --- N U N - -- - - -�� ---- ---- --- - - - �----- ----s€c�ow 'c' -- �----------� --- 330 �-- - - �--------- -- 328 I i, -- -- --- - - -- - - - - -- - ---- -- -- - -- I - Is0 0 ID n P A -v n - - ----------- - - - - --- - -- -- - -- -TRA C-NE3. -- 2 ------------ -- --- --- - - - -- - ---- sT�vE� �--S---. i 1 — — ---� --- --- - -- -- - ' / .•+- SHEET 8 OF 35 SH ETS 131; SCALE: H ORI Z. lop = 509 VERT. 1 " = 49 W p z z Q J _ = o 0 SEE SHEET 34 S o 0 Z ( 48 o S�+, SEE SHEET 8 38 Qg ao 10 20 ! 2010 25 N v V) �i i 5 W Ir 1 ,>>r� SA , 7 1 /wtc)c'0 � w -A I cr_ FL o —_ — �$» S'D' _— — PHASE ONE 00 1p t S 00'59'15" W 12115.00 "' m oo FL o PHASE TWO U -- o o U R/W LO CD 5 cn V� 7 2 0o x - 5 X59 6 10 2(71,1120 1101 SEE SHEET 34 SEE SHEET 8 W z z W Q J O Uo C1 cr_ U U o .Q SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION TIC4ff_1E BERRY IrA Y 10 18' INV. PffA SE z 11 12 13 172.00* LF. 18' CL III 4gOFESSjoN 9 E. w No. 35473 9/30/15 civi �P C 10 ROBERT E. SMITH RCE 35473 t_ n No. 35473 � Exp. 9 -SO -1 1 / 11".A T i - -i - 350 1 346 - 344 - 342 - 340 -1338 T336__ _= X334 - 332 — 'L LEGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NO TED) • TYP. SEWER MANHOLE TYPE 'A " TYP. SEWER CLEAN OUT TYPE "A" T TYP. TYPE 'A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " C STD SEWER PIPE CONNECTION SD. TYP. RCP W/RCJ CL /// STORM DRAIN PIPE AS NOTED :a_ STD OUTLET STRUCTURE �— STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER * PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 11".A T i - -i - 350 1 346 - 344 - 342 - 340 -1338 T336__ _= X334 - 332 — 'L N Z Q _ 0Lu 0 M W rn ^ � j J O M SEE SHEET 12 N v 0 20 0 10 W .n v 0 rn 00 00 N S 00'59'15 W FL 36' S.D. :° s 00'59'15' W 36' S.D. �` o to LO 2 y ( N 11 291.04 LF. 12' SEWE 12 12+91.04 13 T 14 280.00 LF. 8' SEWER 15 0 15+ • 1 c ±7069+ cn cn .sw 0 10 20 20 0 0 SEE SHEET 8 W N J o , 0 oS 0 Q O v OR O Q N SCALE: ' H ORI Z. 1'9 = 50' VERT. 1 of = 4' L 0 N N NR/W N N N N�j p N 06 8 6 7 �.w M66 65 2,v v 6 4 6 30 N Co Q C 1 o N N N d d to p N N N z 0 Ot 0 O a$ N v SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION CffERIiVOYA PffASE W Q W W o TYP. SEWER MANHOLE TYPE 'A" �- J � � o D W � o V x CN � Q N SEE SHEET 8 SEE SHEET 11 + J NOTE: 10120 1020 010 a� 17 18 v 73 9 2 O+°'o N Lu in v C�' Dcl cy) /W 00 W /W to _ c" N N Z Q _ 0Lu 0 M W rn ^ � j J O M SEE SHEET 12 N v 0 20 0 10 W .n v 0 rn 00 00 N S 00'59'15 W FL 36' S.D. :° s 00'59'15' W 36' S.D. �` o to LO 2 y ( N 11 291.04 LF. 12' SEWE 12 12+91.04 13 T 14 280.00 LF. 8' SEWER 15 0 15+ • 1 c ±7069+ cn cn .sw 0 10 20 20 0 0 SEE SHEET 8 W N J o , 0 oS 0 Q O v OR O Q N SCALE: ' H ORI Z. 1'9 = 50' VERT. 1 of = 4' L 0 N N NR/W N N N N�j p N 06 8 6 7 �.w M66 65 2,v v 6 4 6 30 N Co Q C 1 o N N N d d to p N N N z 0 Ot 0 O a$ N v SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION CffERIiVOYA PffASE STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) W W o TYP. SEWER MANHOLE TYPE 'A" �- o � Z CID x W � [l. c E. 9 CN CIO O STD. SEWER LATERAL MARKER SEE SHEET 11 + J NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND 1020 010 a� 17 18 v 73 9 2 1; N Lu in v C�' cy) /W 00 W /W to _ N Z Q _ 0Lu 0 M W rn ^ � j J O M SEE SHEET 12 N v 0 20 0 10 W .n v 0 rn 00 00 N S 00'59'15 W FL 36' S.D. :° s 00'59'15' W 36' S.D. �` o to LO 2 y ( N 11 291.04 LF. 12' SEWE 12 12+91.04 13 T 14 280.00 LF. 8' SEWER 15 0 15+ • 1 c ±7069+ cn cn .sw 0 10 20 20 0 0 SEE SHEET 8 W N J o , 0 oS 0 Q O v OR O Q N SCALE: ' H ORI Z. 1'9 = 50' VERT. 1 of = 4' L 0 N N NR/W N N N N�j p N 06 8 6 7 �.w M66 65 2,v v 6 4 6 30 N Co Q C 1 o N N N d d to p N N N z 0 Ot 0 O a$ N v SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION CffERIiVOYA PffASE 36' S.D. L 0 S 00'59'15' W ;F g — � — — 71.04 16 4 SEWER 17 N 18 388.96 LF. 8 SEWER 19 19+60.00 LMER&S (nrn.) o ' ' N 76 . 31 pf � N N N N N N ��_ 8 2 N _ m 6 2 1&W X 6 1 6 00 � X 7 6 7 5 4-N N N N + r c z o� uj n Lin C) �o Lei °7 4 73c� i� Q N O + 5 101 201 0 0 N SEE SHEET 7 z STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) W W o TYP. SEWER MANHOLE TYPE 'A" mm 4ROFESSIpN T TYP. TYPE A" CATCH BASIN CID TYP. STORM DRAIN MANHOLE TYPE 'A " N STD SEWER PIPE CONNECTION s ° TYP RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED E. 9 STD OUTLET STRUCTURE -- STUB & PLUG — AS NOTED STD. SEWER LATERAL MARKER PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. z w No. 35473 nj _ 9/30/15 ROBERT E. SMITH RCE 35473 DATE o �r ���T� CIVIL ����~� OF C kt co J ill uJf1 T Q Q y 00 to 5 9 7 7 N 20' 20' cn 7 8 + J ago 7 9 �' 8 0 No. 35473 �. ,�. M Exp. 9-30.17 8 1 _A4) Si /w M egi . '��'+ ��1 "F CFI���� CD 36' S.D. L 0 S 00'59'15' W ;F g — � — — 71.04 16 4 SEWER 17 N 18 388.96 LF. 8 SEWER 19 19+60.00 LMER&S (nrn.) o ' ' N 76 . 31 pf � N N N N N N ��_ 8 2 N _ m 6 2 1&W X 6 1 6 00 � X 7 6 7 5 4-N N N N + r c z o� uj n Lin C) �o Lei °7 4 73c� i� Q N O + 5 101 201 0 0 N SEE SHEET 7 z STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) W W o TYP. SEWER MANHOLE TYPE 'A" mm TYP. SEWER CLEAN OUT TYPE T TYP. TYPE A" CATCH BASIN CID TYP. STORM DRAIN MANHOLE TYPE 'A " N STD SEWER PIPE CONNECTION LEGEND: o STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) 8 3 0 TYP. SEWER MANHOLE TYPE 'A" • TYP. SEWER CLEAN OUT TYPE T TYP. TYPE A" CATCH BASIN 0 TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION s ° TYP RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED — STD OUTLET STRUCTURE -- STUB & PLUG — AS NOTED STD. SEWER LATERAL MARKER PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 10 11 12 13, 14 15 16 17 18 19 20 21 ! ! : i : 352 - --352 ---- ------ PROPOSED FINISH 350 PIPE -- -_-----01 --- -------------- - ----------- ---- ----------------- - 0 ��-- r�, � -- - -- 35 r 348 f-----.�------�--------- - ---- -_____ - ---- '------- ------------------- -- +--------------------- -- - 348 -�-- -- -- , 60 .D.M.H. — a 346 344 � ---- --- ---- --- --- ----- - ----- - -_ --_--- - - --------------------- -------------------------------- - .344 -- CL- RCP — ! --- --� - 18' INV.INV. - -- -• - ----- ---- - ---- - -- -- ---- - 2801 LF. 36 IN RCP 18' INV - ---___-�_ -- -- !---__-- W GJ STORM DR N PIPE 36' INV. �- ---- _ W GJ STORM D N PIPE 34270 . W GJ 343.W� W. - S-_+0.111% 342.00 S/E S= +0.22 - 34011i-- - ---- ---- ---- -����_ - -- - -- --- ----- - -- --------------- - 340 o . ---I--- - -- ---�-- -i---- -�fi' CNV � �n 36' INV -I- - �-�-----r----------- ------ -- -----------+----- ----- - --- ---�-------- • + 338 --- - -- - --- - - --- -- - - - - -- - --- --- - - -_ ---- ---- - 338 �- —}-- ,-- :50- - — � � 34�so s -- - � � a N cn 336 ' N ___----- ------------ ------ ------ ------ - ----- -- E- ----- - --- ---�-- -- - -----�---- - ---- -- �---- - 336 4. 334 ----------- - -- -- - - ----- ------ ----------- - 334 : I L 332 ---- - - ---- - ------ --- - -------------- ------ ------------ --- - - -- ----- ------ _- : 330 330 328 ------ --- ___ _ - - ------------- -- -- �---- ---- -- ; -- - ----------------- -- 328 -- - -- -------- --- - --- - - -- 1 t � 1 � z LJ 3 z • vi 3 z z z 3 Z vi La Z NM O QZ tD ax �CCo NM - --- ----- `tA AIN • of vi s ---- - MMM 25 MM MM - - -- - ---------- Q- 0 J J +- -- - -- - -- '- --- --- -- - t�F- Fi -tt- - - - - —�--- ----- - ------ W W J ^ > - - -- W W - ---- ------ -- A Or -- ----- �----- �� + Z W — - - --- z z z N z z �'- W z i- - - - -- - ---- - - - - Q - - - - -- - —�-— - -- N a �- -- .. - -- --- — N - ---- -- ---- - -- - - - - I N N - - - PVC-- — — -- - – S = +0.2 3% S = +0. 0% S = +0.5587. Il�Gl11 -r- /�+rr •jj� r. SHEET 10 OF35 SHEE S 0 C7 LO �$ U-5 4 1 4 0 N N 7F- 3 9 SCALE: HORIZ. 1" = 50' VERT. 1 " = 4' 352 -------- -- 350 ----- - ---- 348 -------- -- --- 346 -_------�-- --- 344 - ----- - --- 342 ------- _- ---- 340 --------}-- --- 338---------�- --- 336 ---------- -- - 334 ------- -.---- 332 __------� - -- 330 ------- ;- ----- 328 326 324 --.-----.- -- 322 ---------- --- 320 --- --_� -- _ O SEE SHEET 13 ct r )201120 10LO 8 2N w 8 1 5 i+ 3 Cn N pp O N 300.00 LF. 12' 12 Op 4= SEWER LATERALS (TYP.) 5'— A ' 2 6 )20 2010 0 SEE SHEET 13 U Q CL 10 2 5 N STD. CITY MONUMENT ENCASEMENT 352 350 348 346 344 342 340 338t 336 334 332 330 328 326 324 322 d- BE CONST. OR EXISTS AS NOTED) • TYP. a ';9.00 • 0 Z SEWER CLEAN OUT TYPE 'A" = N V TYP. Nz Q_ c LLJ O TYP. U00^ t1 O J C 0 tG 1'7 - Gog sa. 3 M 4 �- STD ♦ M O cc C-3 G2 ■— STUB & PLUG - AS NOTED O a v STD. SEWER LA TERAL MARKER in PT N Q COO 75� + 74 MI . ♦ J 14 L LO N N N 16+57.15 fo7lT 6 7 N v Q a ± 0 N 79� N 7 8 7 N 20' N 7 20' 7 6 ¢8 a ,�. N (j (j +1I NI rR,W �i1 a�V1 300.00 LF. 12' 12 Op 4= SEWER LATERALS (TYP.) 5'— A ' 2 6 )20 2010 0 SEE SHEET 13 U Q CL 10 2 5 N EWE o 367.15 F. 12= SEWER N 13 S 89'00'45" E 14 1- T- 5 o L n R/W A N2 4 2 3 2 2 2 1 r h TYP. TYP.Q Cn M + N N N SEE FRONT MEET FOR SEQUENCE OF CONSTRUCTION GRAPEFRUIT PHASE > 11 12 13 - -I-----{-----------4---_ 24` Cil STD. CITY MONUMENT ENCASEMENT 352 350 348 346 344 342 340 338t 336 334 332 330 328 326 324 322 0 BE CONST. OR EXISTS AS NOTED) • TYP. a ';9.00 • pJ O SEWER CLEAN OUT TYPE 'A" = N V TYP. Nz Q_ c LLJ O TYP. U00^ t1 O J C 0 tG 1'7 - Gog sa. 3 M 4 �- STD ♦ M O cc C-3 G2 ■— STUB & PLUG - AS NOTED a v STD. SEWER LA TERAL MARKER in PT N Q COO 75� + 74 MI . - 17 3 N N N EWE o 367.15 F. 12= SEWER N 13 S 89'00'45" E 14 1- T- 5 o L n R/W A N2 4 2 3 2 2 2 1 r h TYP. TYP.Q Cn M + N N N SEE FRONT MEET FOR SEQUENCE OF CONSTRUCTION GRAPEFRUIT PHASE > 11 12 13 - -I-----{-----------4---_ 24` Cil 2 0 19L 18 N N N 14 15 16 lr - 343.40 EE STA. 16+07.16 C.B f13 I SEE SHEET 10 TF 68� s Z 17 ,r Div. cn c1 4gOFESSION E. Q7 No. 35473 9/30/15 �c CIVIL o�����~� F CAL ROBERT E. SMITH RCE 35473 No. 35473 Exp. 9-30-17 LEGEND: -/7 DATE © STD. CITY MONUMENT ENCASEMENT 352 350 348 346 344 342 340 338t 336 334 332 330 328 326 324 322 0 BE CONST. OR EXISTS AS NOTED) • TYP. �G • pJ O SEWER CLEAN OUT TYPE 'A" = N V TYP. SEE SHEET 10 O TYP. 102011 C 0 10 sa. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD 5 ■— STUB & PLUG - AS NOTED ,66 STD. SEWER LA TERAL MARKER 0 PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND MI . - PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. N 18'2so.N2V 'cD 16+57.15 fo7lT 6 7 2 0 19L 18 N N N 14 15 16 lr - 343.40 EE STA. 16+07.16 C.B f13 I SEE SHEET 10 TF 68� s Z 17 ,r Div. cn c1 4gOFESSION E. Q7 No. 35473 9/30/15 �c CIVIL o�����~� F CAL ROBERT E. SMITH RCE 35473 No. 35473 Exp. 9-30-17 LEGEND: -/7 DATE © STD. CITY MONUMENT ENCASEMENT 352 350 348 346 344 342 340 338t 336 334 332 330 328 326 324 322 (TO BE CONST. OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE 'A" • TYP. SEWER CLEAN OUT TYPE 'A" 'r TYP. TYPE "A" CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A" C STD SEWER PIPE CONNECTION sa. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �- STD OUTLET STRUCTURE ■— STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER - PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT - PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. - ------------ _-- -------- �- - ------ ---- --------_---------------�---------------,- -- ---- ----- -I - -------------- -----------�--.-----------t--------------�------------------- ----------=-- -_ ----- --- - _--------�-------------- - -- -------------- - -- - --- --- - ---�----------- -- ; -----------_-- -- --- ----; - --- ----T - ----- ---t - ---- -- --- - -- -- -�- -----------`-------------- r ; ------ --- ----�- ---------- ----- 1 �------- ---- ----� _---------------- ------------------__ -- - ----------- -- ---- - ------------.---- 1 ---------- ------ ~--------------- i � ---- -- -- --- �---------------- - � --- ----------------�------------------ ---_.------- -�- - - -------- ----- --- - t----------------.-- ------- ------_ ---------------�---------- --- ------------:----------------- -- -- ------------- -- ---- lqA gmilTeac "Ll -- - -- -- -- TT ��TT //�-� n ��77 DD -----------------�--t-fV X-ti-R--f— l{i## SHEET 11 OF 35 SHEETS 352 350 348 346 344 342 340 338t 336 334 332 330 328 326 324 322 - - - - - - - - - 320 - — - - - - �gOFESSIp,I, cno�ggZ E. S�J�� - Z - w No. 354ROBERT E. SMITH RCE 35473 DATE 9/30/155 �' N Q a N CIVIL OF OAco j,Z��Sxd�,� x _ i K z W cc No. 3.15473 2 � -� U N 1= + 1_J W Exp. 9-30-17 SEE SHEET 13 N SEE SHEET 10 Ln + � SEE SHEET 14 + � + m "' o N 3 � C� vA " F J Cy J cy J CO C i W N to 10 20 120 10 g 1 5 2 1.- ui$ 10 20 0 10 ge q 5 7 5 8 10 201 0 10 - cn U -iv (n N `i 5 6 1 29' S 3 5 � 5 2n ``' N 29' 46LO '� ffi i'n N p g co O � 18' S.D. •°° o 240.00 LF. 6' SEWER 0 365.15 LF. 8' SEWER c' 29' N 4 5 — — --- �p t -j S 89'00'45' E 12 13 1 S 89'00'45" E �' X� FL N �2kg2� E 4' s (.) ,5 N - 16 ,6k��,� bi 6 2 3 •�� 10 LEGEND: ! I M R/w M M M M R/w M M M W o STD. CITY MONUMENT ENCASEMENT oC)l OF co r 4 4 5 ± ti ,a• 20• 30• --�5 N 6 o (TO BE CONST. OR EXISTS AS NOTED 8 30 8 4 8 5Q Q 8 6 8 7 . 8 8 89 Q a 9 0 9 1 a o 9 2 5 TYP.SEWER MANHOLE- TYPE 10 20 20 10 0 N N N N N 10 20 01101ni LO ul)• TYP. SEWER CLEAN OUT TYPE 'A" SEE SHEET 13 SEE SHEET 10 a Q go N T TYP. TYPE "A " CA TCH BASIN i— En cn N N ♦ F= n » o 0 TYP. STORM DRAIN MANHOLE TYPE A vLO C STD SEWER PIPE CONNECTION SEE FRONT SHEET FOR so. TYP. RCP W/RGJ CL 111 STORM DRAIN PIPE AS NOTED SEQUENCE OF CONSTRUCTION STD OUTLET STRUCTURE �-- STUB &PLUG - AS NO TED VF, H R I » —HOYEYDEIr STD. SEWER LA TERAL MARKER SCALE. HORIZ. . 1 50 — VERT. 1 �� _ 49 PT RADIAL TO CENTERLINE STA. - AS NOTED PHAS—i—E NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 10 11 12 13 14 15 16 17 18 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. e : f � , i - -- - ------ i fABRE PIPE DE___�-RADEi PROPOSED INISHROPOSED INISH ; -------- -- -i- --- --- --.—�_ -- -- -- ------ - --- -- --- --- - - - --- - ------------- - ---------------- - - �a Ar" - - -- --- -- - --- - -- -- -- -- -- ----- - -- -- - 352— -- --- - --- ---- - 352 350 ------ ---- ---- ----__ — — — — — — 350 rI - - - ---------- - 3 ----- t ' 45f V. 18' � I- ------- - 348 - CL NI RCP W HAL - - T -- - ---- -- - 348 -----j------- - ------ --NORM- DRAIIJ-SIRE ----- S= -6.000% - -' 346 346 ------ _�—.- - -- i ----- _ 18� INv. --f ----. ---- --- ---- -------------------------- - — 345 80 E —___- -r---- --------- 344 344 ---;--------_-__ , --------------}----------- 342 -------- -- — ------------�—----- --�-- -- ----__ - _ ---------------__------ _-------�---------------------- - 342 I + N AINV. - --- -- - L— — -- --- --- - — - — - -- - - A -- - --- -- - -- - -- -- -- - - -- 340 - — -- -- - -- ------__ _ _ — - - -- - - - } -- -- ---- ----- - --- -- 40 338---- ----- -----�___ -�_ -- ---- — ---�---_------- - �------__-- -----�------------------------- - 338 336 --------- --�-----------{--- -- - - ---- -_---- - - - - -, - 336 ---- -- �, - -- - ------ - -- - - ----- -- --- - ----- -- - 334 334 - ---- --_ _ --- �_-- -------- — --- --___ — - --- - Ids us uj - - ---------- j = c co `r o - - ---- i O O in M L6 W CO MA,. W im} ui O W W --- - — - - - - - ----� --- _ C1 + - --------- - --- — rn cn oO STALL 2400.00 F. 6! PVC SE MAIN "' `� �' cn INS ALL 365.15 LF. 6 *6! PVC SEWER MAIN _ oO °D S = 1.042% S = -0. 53% i SM_jtjjTpvb J.N.-A. IPOICTTED r i - -_ - - ---- - -- ---- A -a. - --- -- -- -- I - - ---- -- i S- �} ,Q� - - --- -- --- - -- - - - J / \ UG �. -- --------------------- ------ --- YVEN VE �• �' �•• SHEET 12 OF 35 SHEETS y� V 0 z mft C11 W z 0 W Y J GO n (V ^ rn Q O Z W C2 U U z v a cp' w� SCALE: HORIZ. 1" = 50' VERT. 1" = 4' NOTE: n EASEMENT TO BE PROVIDED ON FINAL MAP ITA SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCnON PALM XA Y PHASE > Lo G Q U 0 10 4gOFESSIO E. S� <�� w No. 35473 tni x 9/30/15 T CIVIL OF F CALI ROBERT E. SMITH RCE 35473 f�. No. 35473 J _ZZ' DATE 10 11 12 13 14 15 16 17 18 19 20 " }-------------- PROPOSE FINISH -GRADE ABO_ -PIPE .� 352 -------------- - - -- 352 ------ — — 1—JV6 /? ,�c$ ----- 350 ---- _--=- ---� ---- ----- - -- -------- ---- -- - --- ----------- - ---- 350 -------- --- -- ------------- 348 --348 �- -- ---- - - - --; -- ---- - -- = 348 346 ------ - --- ---- _ 346 T� - 344 _ I 342 --- --- --__ _ ;-_ - ---- 342 - -- - _- 340 --- --- - - -- �-- ---- - T -LOCK L NED MH - --------�-- ---- ---- - 40 SEE Sf1EET 2 FO _ DETAILS --- ---------- �- - - 338 ----- - ---� � ---------------- _ - - --- - ---------- ------ - - _ -- 338 I - - - ---- --- 336 ---- - - -- � --- --- --- �---- - - - - - - -- ---- - ----- ---- ,------------- _ ---- -- 336 I- - --- - ---- -------- - ---- 334 ---- -- - � -- ------------- -- ' ---- - - '-------- ! - I i --- �- 334 ' 332 - ----- --� � � � -------- �------- -------------- -T ---_-- ! 332 ; 330 _ " -- - - - --- -------- - ---- - -------------- - 330 , — I 328 � �-__--_- ____ _ ------------_--------------------------- - 328 326---- ------------- - ----- - -------- ---- _ --�- - _ ---- ' ---- --- -----�-----------_� _� 326 i 324 - - ---- - - - - 324 i 322 � _ � - -- -- -------^--------�-------------- ----- ----- ------------ 322 - --i -- -� ----- --------� - ^ - - - - N W -f Z =Z I _ Z tn� Z N i � lt _—i - ---- J M — S N Z `� N �— -!- Z ly CO N i" - - - - -- — — G - --- --- - - -- -- --- -- - - ' — ----- !- O N N cV ---- - - + --- - - - - ---- -- --ull - N-1- - - — i , co co M W cno' -- --�ji - - -- --- -------- --- p �--- 04 W W Z f'- -- - -- - - - ---- -- ----- - {� - ------ - -- ' -- - -- - ^ I� 41 CIftW yj W - � W W ,}. W - - --- — � NV. + - -� ; -----... --- - -- N W LLAa a W N NOON • COt0 • N tC - - - - - ---- - -- - -- - t- -- ---- --- -- ---- __— INSTALL 258.69 LF. 12 VC SEWER MAIN INSTALL 2 00 LF. 12 PVC SEWER MAIN INSTALL 280. LF. 8 PVC WER MAIN _, — — N INST LL 178.96 LF. PVC SEWER MAIN - -- - - ---- - --+- -- - - - --- — ---- - _- �1 _ ---- -�—I SHEET 1 OF 35 S EETS -- - - 1 S = +0.437 = +0.435% _ +0.350% S = +1.'40% As ,�.�- LEGEND: o STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A" T TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " 0 STD SEWER PIPE CONNECTION s T YP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �-- STD OUTLET STRUCTURE �— STUB & PLUG - AS NO TED ' STD. SEWER LA TERAL MARKER * PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 10 11 12 13 14 15 16 17 18 19 20 " }-------------- PROPOSE FINISH -GRADE ABO_ -PIPE .� 352 -------------- - - -- 352 ------ — — 1—JV6 /? ,�c$ ----- 350 ---- _--=- ---� ---- ----- - -- -------- ---- -- - --- ----------- - ---- 350 -------- --- -- ------------- 348 --348 �- -- ---- - - - --; -- ---- - -- = 348 346 ------ - --- ---- _ 346 T� - 344 _ I 342 --- --- --__ _ ;-_ - ---- 342 - -- - _- 340 --- --- - - -- �-- ---- - T -LOCK L NED MH - --------�-- ---- ---- - 40 SEE Sf1EET 2 FO _ DETAILS --- ---------- �- - - 338 ----- - ---� � ---------------- _ - - --- - ---------- ------ - - _ -- 338 I - - - ---- --- 336 ---- - - -- � --- --- --- �---- - - - - - - -- ---- - ----- ---- ,------------- _ ---- -- 336 I- - --- - ---- -------- - ---- 334 ---- -- - � -- ------------- -- ' ---- - - '-------- ! - I i --- �- 334 ' 332 - ----- --� � � � -------- �------- -------------- -T ---_-- ! 332 ; 330 _ " -- - - - --- -------- - ---- - -------------- - 330 , — I 328 � �-__--_- ____ _ ------------_--------------------------- - 328 326---- ------------- - ----- - -------- ---- _ --�- - _ ---- ' ---- --- -----�-----------_� _� 326 i 324 - - ---- - - - - 324 i 322 � _ � - -- -- -------^--------�-------------- ----- ----- ------------ 322 - --i -- -� ----- --------� - ^ - - - - N W -f Z =Z I _ Z tn� Z N i � lt _—i - ---- J M — S N Z `� N �— -!- Z ly CO N i" - - - - -- — — G - --- --- - - -- -- --- -- - - ' — ----- !- O N N cV ---- - - + --- - - - - ---- -- --ull - N-1- - - — i , co co M W cno' -- --�ji - - -- --- -------- --- p �--- 04 W W Z f'- -- - -- - - - ---- -- ----- - {� - ------ - -- ' -- - -- - ^ I� 41 CIftW yj W - � W W ,}. W - - --- — � NV. + - -� ; -----... --- - -- N W LLAa a W N NOON • COt0 • N tC - - - - - ---- - -- - -- - t- -- ---- --- -- ---- __— INSTALL 258.69 LF. 12 VC SEWER MAIN INSTALL 2 00 LF. 12 PVC SEWER MAIN INSTALL 280. LF. 8 PVC WER MAIN _, — — N INST LL 178.96 LF. PVC SEWER MAIN - -- - - ---- - --+- -- - - - --- — ---- - _- �1 _ ---- -�—I SHEET 1 OF 35 S EETS -- - - 1 S = +0.437 = +0.435% _ +0.350% S = +1.'40% As ,�.�- 4gOFESSIO w No. 35473 ROBERT E. SMITH RCE 35473 DATE 'm7:' 9/30/15 FZ� LICu, 'f civi c OF C 1, X� W C14 + 04 ul) No. I C14 rl. ca CC + + + E.x C) SEE SHEET 15 SEE SHEET 12 10120 1 0 10 V-- 10 20 1 20 10 cn —5 2V V 2 1 �,r r.:.: 5tpi Ix Q 13 8 6 5 2 5 3 rT;. 5 4 :3= CL a_ (-R/W C�l En cn -712, �0 87 \-FL xAl ti0 —1I N 00*59'15' E 12 C14 13 j S 6( Lo ui 4! SM 378.96 LF. 8' SEWER T 2 0 'n LATERALS CFL c:0 CD ;a 00 CD C4 R/W p ui 00 cn 8 85• 17 32! w 5 6 5 5 - '5-0— �8 UCA 14 TV. 00 C> C4 1 9 Le 10 20 0 .10 u') 10 20 20J10 r Of f/7 + + F j LEGEND. SEE SHEET 12V SEE SHEET 15 S TD. Cl TY YONUMEN T ENCA SEVEN T Go STA. 12+24.90 U-1 (TO BE CONST. OR EXISTS AS NOTED) U.Ei L u U.J�! ca::) • TYP. SEWER MANHOLE TYPE- 'A" io ar TYP. SEWER CLEAN OUT TYPE 'A Go + -cp C> LO t2 TYP. TYPE A" CATCH BASIN + C> m ; -ge v 0 TYP. STORY DRAIN MANHOLE TYPE C STD SEWER PIPE CONNECTION ui SEE FRONT SHEET FOR S.D. SEQUENCE OF CONSTRUCTIONTYP. RCP WIRGd CL /// STORY DRAIN PIPE AS NOTED STD OUTLET STRUCTURE STUB& PLUG - ASNOTED JuJu.fljE DRI r STD. SEWER R L A TERA L MARKER SCALE.- HORI Z. 1 — 50 PffA SES 3 PT RADIAL TO CENTERLINE STA. - AS NOTED VERT. 1 — 4' NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 10 11 12 13 14 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. ,PROPOSED FINISH GRADE ABO V- PIPE c 352 --T 350 1350 348 48 13 346 346 30 344 342 11342 '340 340 338 338 CN CN 336 1336 3� 1 :i Li Cl 0 LLJ 10 614a— INSTkL 378.96 LF. r PVC SEWER 'lqA MithTntib I I k/ %all 11 E D IR A— UA Tq I i SE-WE-ff-&--S-.0.--Pbl1v dc rITUrILEI JUJOE SHEET 14 OF 35 S,iEETS 87 M N Z z W U rn 0- + J..z cm SEE SHEET 16 g 1012 120 10 i + cncn2 4 2 3 2 2 2 16 N c �ss N N rRIW N i O 30.97' 4 SM 7 ; 10+00.00 j u�tERnis (tw.) 310.00 LF. r SEWER �1• S 89'00'45" E Lo 11 O — 12 N L 8 o CO M M R/W M M a 13 101 TV. „v.� LO �n N + +Ilk: F- N cn cn ttpp N N v A 0 0 + J Fo- to LO O C4 Q2019a cn t9 N■ N• SEE SHEET 14 W cn it! cn ` >o LF. LO 14 �°� �� 1 S 16 M � o 35 N d z TYP. SEWER MANHOLE TYPE 'A " • TYP. 0 TYP. cnv CV v Q� O N SEWER PIPE CONNECTION `~ rn ^ RCP W/RGJ CL 111 STORM DRAIN PIPE AS NO TED �- STD OUTLET STRUCTURE + S,TUB & PL UG - AS NOTED STD. d- ppJ PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER Q O cn PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. ^ + J O �N �� 00 �' 1 1 7 � N cn N W W I ui 0 Q of N�2 2 = 6' SEWER ' 8 O 1 165.15 S 89700'45' E 14 N � / `RAW STD. 14 �°� �� 1 S 16 M � o 35 N N TYP. SEWER MANHOLE TYPE 'A " • TYP. rn ^ TYP. cnv CV TYP. Q� O N SEWER PIPE CONNECTION v r BIj UEBERRY A VENUE SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION SCALE: HORIZ. 1" = 50� VERT. 1" = 4' PffAY-F �j 10 11 12 13 14 15 DETAIL 'A' N.T.S. �gOFESSjp�� w No. 35473 � 9/30/15' CI V Iti pF c J'xl � ROBERT E. SMITH RCE 35473 DATE T E. Q ti No. 35�! 73 Exp. X9-30-17 nTM1 �. LEGEND.- SID. EGEND: © STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A " TYP. TYPE 'A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " O S TD SEWER PIPE CONNECTION S °. T YP. RCP W/RGJ CL 111 STORM DRAIN PIPE AS NO TED �- STD OUTLET STRUCTURE �- S,TUB & PL UG - AS NOTED STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. I I I i I i I i----------------- PROPOSEtu-TM"RADE ABOVE -PIPE 354 - ----- - -- -- - - - -- --- ------ ---- - 4 ry �• I i— ' 354 _`t—._ — mac ----`i-------- - -- --._--------�-------_-i— -- - �-t- - -- -- - - - -- ~ i rt ------------------- 350 r---- � ---- - - ------------- ------�---------------�------------�--------- --- s350 , 348 � --- --- - --�----�__--- - - -- ---- - ------+--------------�----------- --- --- -------�---------- -- 348 I 346 � � I � , - - ----- -- -- --;-------- �------- -- -;----------- . -- 346 344 - �----------- �------------�- --------------; ---- ------ ---- ' 344 I 342 ' � �-- --- - - ----'-------- - ------ -------_------------------------ -- 342 , j t I 340 __-- --- � - . _---- -----�---------------------- --- -- -r-------- -- --;- - - - -- - �- ' 340 — I i - 338 1 1 I —r--- 1 , I 338 41 1 N � Z 4ai Z 3 W cN , OD--- , • --- ----- - ---- --------�--------------------- � I — WWW i - O � - --- -- _ ---- ------ ----- --- !-------------- T-- — ----- ---------- -- ------- + W + W IIi , i d INSTALL 16 .15 LF. d I cn co cn `� --� -- - - -- LF.PVCSEWERN ; . e I1pph f _—� S–�1 I � I -- - - , D.8 UK SHEET 15 OF 35 SH ETS DETAIL W N.T.S. SCALE: H ORI Z. 1 " = 50' VERT. 1" = 4' LO + -� Q N .ui SEE SHEET 15 ww W Z mQ N N 4 SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION J?A HB UTA Y PIA CE _P _ff- A S_ F_ 3 10 11 12 13 14 15 16 17 4gpFESS10�.q E. w No. 35473 9/30/15 clvlti OF CAL ROBERT E. SMITH RCE 35473 LEGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A"' T TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " 0 STD SEWER PIPE CONNECTION so. TYP. RCP W/RGJ CL 111 STORM DRAIN PIPE AS NOTED �— STD OUTLET STRUCTURE �— STUB & PLUG — AS NOTED j STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. %.7 DATE 1 i t �- ---------------- - 4 - i I PROPOSED T4 ISH - --- ---- --- - ---- - ---- ---- --- 354 354 ------ --- ---- ----- I ' g �h 350 ------- - -- �--- - - - - - --;------- - tr - - - - - ------ ---------- --------------- 350 352 _ _ _ _ _ - ----- - -- ------ - ---- ----- 2 .79 LF. 18" - ----- --- 348 -�---�---- K�.�.. - ► H. �-�� Rp-V��------------�-------------- 348 _ N- I 034 7X ; — ---- --�. ----- – — - ----- – kqTA- 346 i 1W INV. W/�tGJ STOR DR PIPE 46.10 w/S i8`INV. t�/vt-- - -- ------ - 3/� S= +0.125% i 344 ------------�-----,----------344 { _-- -- S A. 12+95.00 --- ----- --- - -- -- -- -- ---- - ---- --- - - ---- — - STA: -1 t g0 - - - -- ---- — _ CA 3 342 -- --- - - -- --- -'-- --- y--- -- - -- -- - - - - -- --------------------- 8* 342 --- ------ 340 ------ ---, - ----- - ----- - / - -- ---- -- - µ--- ----- -------- --- 340 LJ 338 , 1J------ -;-------- --------------- --- --- __ ----------------.------------ 338 — i N - --- --- -------------------------- — ---- o 0 A A Z Z sEcnav A Nr�? M C3 I � Mtj MM� p S WW WWW --- -- --- — -1 - — — "-------- -- ----- -- -" PVC MAIN " R ----- __ � INSTALL 300.00 L.F. PVC SEWER MAIN NSTALL 290.00 I.F.F. 6 PVC SEWER MAIN - ------------- - _- - --------'----'- -- ----_ -- op � . oo c0 ao . � S = +0.350% S = 0.500% S = +1.(=% --------- --- � III - - - - --- ----- i - --__ _ — - - --- --- - -- - - --- ----- - - - - -----..- - I- A� -4- Z P 0 R A F E D- - - P77 L01-JACr __� ___ -- --- - ----- ----- - --- -- -- - - - ----- T4CT--N© , 01 4A 000001 ---- -- - ---- --------- — -- I ----- -- SHEET 1q OF 35 S ETS -- --- -- 2' 9+80.00 CONST. TYPE 'A' C.B. w/3.5 OPENING (#3) -9 FL 350-50 DEP. 350.33 (14.26 RL) C4 SCALE0, HORIZ. 1 50' VERT. 1 4 352 350 348 -i- - -- - - - J-- 346 344 342 340 3 E. ,Q,OFESSIO E. W No. 35473 W. 9/30/15 Lu ROBERT E. SMITH RCE 35473 DATE "cc iK uj Wjcivi CN 12— tX1 Op c Z 'si 6 SEE SHEET 19 1 No, ?x-473 U5 101 201 V0 110 oc- - ac LO rsv�� 5 SEE SHEET 16 0ix - r 04 2 1 V0 1101 N I o 5 Ni cn 31 5L-. 78 77 ino 00) CR/w -co Lc) p 10 00 O+ C) rn 3 Ullt C> 310.00 LF. 8* SEWER 0 8c U'> LO 37— —12 TD— S 89-7113yr- qE cel FL 4! SEWER LATERALS (TYP.) 04 R/W W C 04 5 2 9 LEGEND.• Go C V) o STD.s, clTy MONUMENT ENCASEMENTENCASEMENTV) 0 5 w 2 6 2 7 2 8 (TO BE CONS[ OR EXISTS AS NOTED) J2 20 10 60 ul TYP. SEWER MANHOLE TYPE SEE SHEET 16 114cn TYP. SEWER CLEAN OUT TYPE mT TYP. TYPE A " CA FCH BASIN �E 0 TYP. STORY DRAIN MANHOLE TYPE ,CC cr- C STD SEWER PIPE CONNECTION SEE FRONT SHEET FOR —SD. TYP RCP W/PGd CL /// STORM DRAIN PIPE AS NOTED SEQUENCE OF CONSTRUCTION STD OUTLET STRUCTURE STUB &PLUG — AS NOTED STAR FRUIT IrAY SID. SEWER LA FERAL MARKER PffA ko). bp 3 PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 10 11 12 13 14 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. MWA 310.00 LF. 18- PVC SEWER R = +013S9% .. CN 3E 2i C't N 8 c? Lo Ui 00 co OF 35 Sf EETS -i L i -1352 -11350 -�--348 - 1AA %,-TV 344 342 340 i I -N-A, - ith CT -Na- - 57AR SHEET 1 OF 35 Sf EETS -i L i -1352 -11350 -�--348 - 1AA %,-TV 344 342 340 SCALE: PAD 53.5 z PAD N 53.4 „Y 1 52.9 HORIZ. 1" = 50' VERT. 1 of = 4' 10 11 Z Q W �U W VT a 0 N v 6' Crain -Link Fence w/6 Redwood slats PAD 8 0 1;"4d BOTTOM = 346.00 CAP. PROVIDED .41 AC.FT. CAP. REQ. .12 AC.FT. TEMP. SUMP DE TA IL 12 NOTES: OTEMP. FLOWAGE &DRAINAGE EASEMENT PER DOCUMENT NUMBER 215068231 N C = z a N Z C1 = wv^ �W co 0:::p c� o U M m J w W Q� = U a o h o17* o SEE SHEET 32 < ± � �0 J SEE SHEET 16 4$ I 7 0 3 o 3 0 10 20 ` 20 11 O] w O O 8 7 a +°° M 112 �� N v �Vii�i 5 L33.11 i + STD. Cl TY MONUMEN T ENCA SEMEN T ��- 12� BE CONST OR EXISTS AS NOTED) X I w LO 0 i�f { SEWER CLEAN OUT TYPE 'A " I I moo _C It 0 STORM DRAIN MANHOLE TYPE 'A " Z �Z SEWER PIPE CONNECTION <, S;. r S . r i .`12 �o X STD OUTLET STRUCTURE N 89'00'45' W N18* 18• S.D. 18• S.D. I v \ o O cV — 12 A ,Y >71 PAD 53.5 z PAD N 53.4 „Y 1 52.9 HORIZ. 1" = 50' VERT. 1 of = 4' 10 11 Z Q W �U W VT a 0 N v 6' Crain -Link Fence w/6 Redwood slats PAD 8 0 1;"4d BOTTOM = 346.00 CAP. PROVIDED .41 AC.FT. CAP. REQ. .12 AC.FT. TEMP. SUMP DE TA IL 12 NOTES: OTEMP. FLOWAGE &DRAINAGE EASEMENT PER DOCUMENT NUMBER 215068231 N C = z a N Z C1 = wv^ �W co 0:::p c� o U M m J w W Q� = U a o h o17* o SEE SHEET 32 < ± � �0 J SEE SHEET 16 4$ I 7 0 3 o 3 0 10 20 ` 20 11 O] w O O 8 7 a +°° M 112 �� N v �Vii�i 5 L33.11 i + STD. Cl TY MONUMEN T ENCA SEMEN T (TO BE CONST OR EXISTS AS NOTED) O I � O C' I w LO 0 • w R�Wlu��T SEWER CLEAN OUT TYPE 'A " v I O I moo O It 0 STORM DRAIN MANHOLE TYPE 'A " Z �Z SEWER PIPE CONNECTION O TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �o X STD OUTLET STRUCTURE N 89'00'45' W N18* 18• S.D. 18• S.D. I SEWER LA TERAL MARKER o O cV — 12 A RADIAL TO CENTERLINE STA. - AS NOTED W I LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT L xlo` N l I 12 O Cr i 00 X w3 Lu RAW N i I� 0 I w 6 ± IZ to Im i 59 Q SEE SHEET 32 op oCk-- N 3 a J 3 9 J W m W co W SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION SEE SHEET 16 Sv N C Z m ZUCCHINI WAY PHASE 3 10 11 12 13 4gOFESSIO�, E. w No. 35473 a l 9/30/15 1 x T �f OI v i'll O F C AL I.� _OtOBERT E.SMITH RCE 35473 DATE r Yo.35473 Exp. 9-30-17 LEGEND: o STD. Cl TY MONUMEN T ENCA SEMEN T (TO BE CONST OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE "A" • TYP. SEWER CLEAN OUT TYPE 'A " T TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " O S TD SEWER PIPE CONNECTION S° TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED }- STD OUTLET STRUCTURE �— STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 1Q TEMPORARY SUMP TO BE CONSTRUCTED WITH PHASE 1 SEE DETAIL THIS SHEET . , I -- - - - - �- ---- ------ ------ ----- -- - ---- --- -- _... _ -- — - ---- --------- — — -- S --_ -� --- — - - - -- - -- -- - -t - -- - - -- -- ----- -- - ---- t ----- -- _—--ONRR€ -- fi i, i I PROPOSE) f-t1�ClS�fi SAD � - - -- t-- ------- - _- -- -- -- - - ----- P OPOSED- F�NlSH---- - --- -- - - ------------------- - -� -- --- - - - - ---------- --���` -- --- --, -_- 7GFADE ABODE_ PIPE 6;Chain-i Fence - - -- -- - ' - - -------- -- -- -- - - - -- - ---- - - -- - --- - - - -- In 352 - --1-- — [- -- -- - - - - - ---352 - -- ----t - ----- — ----- ---- - —�� - i + CL III RCP W/RGJ 351. - - -- ---- - -- - --- - ---- - - -r-- - HAL I N H. 350 s= -o,axDR UN I - -- - -- - --- ---- - -- - - --- -- - -- --- - - - -- ---- - - - --- -i- - ------ -�-- - -� f - ---- - - - - - - - - - - - - y CL III RCP GJ - -- - ---------- - - -- -- -- -I -- - - ------ --1---- --- - -�- - -,-- - ---- - 348 �- ------ -- _ -- , 348 I 1 171 IF. 11r - -- - --- I------- tr CNV — w-[>: 1 a lu CP P SUMP _ - -- -- VR' P_E_.— --1-- - -- -- - -- - -- a- - --- ---- -- -- - -- - ---- - -- - -- - --- ------ t nw 9� Ir III RCP� i 346 - - ---- - - ---3�7.to tc - �- ---G[ STQRM DRAT 346 _ _ 346.00 s-.�o E - -- - ---- - -- - --- ---- 10 ------- - — ts' INV. M - SX--- t v =---- -- — --.-- - -- -- --- -- - - -- - - - -- -- -- --- - -- /€-.uv� TIk:1t28:4� S}. END - f€fµ 3�►s.2o w — -- - -- o 344 + 34s.ta w - + — �., STA. 11+92.43 N _ o i o - -- - - - -- -- - +-- -- ---- ---- - - -- criF , : ------ C.B 12 CS ----- 342 — - - - ---- - - - - -t-- -- - - ------ - - -- , a 340 ------- - -�- - -�---- --- —�-- _ -------------- --- - ------------- -—.-------------------- i ------ fVl ��IL k/ 1-111 Id IJIA --- -- I : - ---- : ---------No--— — �4CT --- — - — a------ --� - ---- ----- -- ----- -----.-- - --- --.--- - --- ----- i —___-__ _ __ __---.--__—._.______-_ i I - , v �✓ SHEET 113 OF 35 SI EETS , �. N � O cll�* z E _ fN cn g SEE SHEET 17 -F J 101 2 1 0 10 Q g 2 5 c" I- -CID �5( 0 o N Jv to 77 2 8 of 00 M N X I 7 2 S 00'59'15" W 14 300.00 LF. 8' S W CL SEE SHEET 21 10 2 0 1 h 1 7 1I PC) W /_ 00 � rn ) ['. 0 O) N 15 LO u" M 34 3520' 20' ± �,�. ,�.� 36 3715:� Cn + Cn tet' N N SCALE: / H ORI Z. 1'9 = 50' VERT. lop = 4' TOH2 i f i i I i i 352 �----- - i 350 - - - i 348 i 346 ;-------- ` - { 344 # ----- - - i 342 �---- -- - -- i 340 - ---- - i t z 10 11 12 13 14 In CD + N 10+00.00 ¢ ^ A ' ��• BE CONST OR EXISTS AS NOTED 00 C SEWER LATOW (TYP • TYP. _. _ 7A Z ,I � vIM C1f TYP. ,— I O = � SEWER PIPE CONNECTION Z M � Z 348.35 ____ �-- c g;, n. 2288' O ^ o _ N_ �a v ^ 4' SEYMER LATERALS (TYK) C> NOTE: O O C1\QOil J RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT �� PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 11+50.00 300.00 LF. 8' SEWER `- J ±m JN ♦ + cilW 5 CUCNN N N Q o W O + 7 6 7 5NT..N 7 4 7 3 Q S \Ok S \P2 9 Of cn R�W 4 12V42 En En N 30' Nco � C14 N i�m 20' A 31 TV. In , 00 M N X I 7 2 S 00'59'15" W 14 300.00 LF. 8' S W CL SEE SHEET 21 10 2 0 1 h 1 7 1I PC) W /_ 00 � rn ) ['. 0 O) N 15 LO u" M 34 3520' 20' ± �,�. ,�.� 36 3715:� Cn + Cn tet' N N SCALE: / H ORI Z. 1'9 = 50' VERT. lop = 4' TOH2 i f i i I i i 352 �----- - i 350 - - - i 348 i 346 ;-------- ` - { 344 # ----- - - i 342 �---- -- - -- i 340 - ---- - i t z 10 11 12 13 14 In CD + LO CD ♦ 10+00.00 18 S.D. A ' ��• BE CONST OR EXISTS AS NOTED 00 C SEWER LATOW (TYP • TYP. _. _ 7A �,� ,I 4 7 TYP. ,— I O STD SEWER PIPE CONNECTION SD 348.35 ____ �-- N C-R/W g;, — —� 2288' O ^ o _ N_ �a 4' SEYMER LATERALS (TYK) C> NOTE: SEWER O FL RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT �� PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 11+50.00 300.00 LF. 8' SEWER cilW 5 III N N N W O cri S \Ok S \P2 9 Of cn R�W 4 12V42 � N' � o N 30' Nco � C14 3 0 20' v 31 TV. In --�5N cn co 3 2 3 M 00 CN 3 + TYP. 10 20 20 10 �' 15 p M. - °F SEE SHEET 20 + N '- N In p 1= c=0 M Cn o Q .� a Q N (n NIn 'Q O uj M �o co 0:: ap o g N Li NIts 00 M N X I 7 2 S 00'59'15" W 14 300.00 LF. 8' S W CL SEE SHEET 21 10 2 0 1 h 1 7 1I PC) W /_ 00 � rn ) ['. 0 O) N 15 LO u" M 34 3520' 20' ± �,�. ,�.� 36 3715:� Cn + Cn tet' N N SCALE: / H ORI Z. 1'9 = 50' VERT. lop = 4' TOH2 i f i i I i i 352 �----- - i 350 - - - i 348 i 346 ;-------- ` - { 344 # ----- - - i 342 �---- -- - -- i 340 - ---- - i t z 10 11 12 13 14 In CD + LO CD ♦ ♦ gv CID BE CONST OR EXISTS AS NOTED 00 p h X v X38 • TYP. 1_5: 5 1 �°' 5 0 4 9 4 8 4 7 TYP. C z O STD SEWER PIPE CONNECTION SD 348.35 LF. 8' SEWER �-- N C-R/W g;, 4 6 STUB & PLUG - AS NOTED O ^ o _ N_ to CID S 00.59'15" W CITY MONUMENT ENCASEMENT 18 N (TO BE CONST OR EXISTS AS NOTED • to 3 9 X38 • TYP. 1_5: Cn co TYPE 'A " CA TCH BASIN N TYP. C z O STD SEWER PIPE CONNECTION SD 348.35 LF. 8' SEWER �-- STD S e7 CV STUB & PLUG - AS NOTED O ^ STD. �a 4' SEYMER LATERALS (TYK) C> NOTE: SEWER O RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. Ln v SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION TO _1A YE PHA S_,_F 3 17 S 00.59'15" W CITY MONUMENT ENCASEMENT 18 N (TO BE CONST OR EXISTS AS NOTED • 19 SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A " 'r TYP. TYPE 'A " CA TCH BASIN 0 TYP. STORM DRAIN MANHOLE TYPE 'A" O STD SEWER PIPE CONNECTION SD 348.35 LF. 8' SEWER �-- STD OUTLET STRUCTURE e7 CV STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER 4' SEYMER LATERALS (TYK) RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER O RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 5 III N N N W :2 80 R { 1-I Of cn 40 4 12V42 30' 4 3 cn Q TV. TV. In cn co CA t + + Go G M 15 z 10 20 20 N V) Cn SEE SHEET 23 �o co 0:: ap N Li 15 16 17 18 l�J 4 5 4gpFESSIp�9 w No. 35473 9/30/15 �' CIVIL �~� OF CALXJ� ROBERT E. SMITH RCE 35473 E. ILL No. 354'73 mi EXp.9.30-17 j' Civj\_ fi\� LEGEND: Aywvlm o STD. CITY MONUMENT ENCASEMENT (TO BE CONST OR EXISTS AS NOTED • TYP. SEWER MANHOLE TYPE 'A " • TYP. SEWER CLEAN OUT TYPE 'A " 'r TYP. TYPE 'A " CA TCH BASIN 0 TYP. STORM DRAIN MANHOLE TYPE 'A" O STD SEWER PIPE CONNECTION SD TYP RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �-- STD OUTLET STRUCTURE - STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. i a 1 ---_— - - - I I __---- _ ---11 ------ PRO i' -- P OABOIPESH -V — — - - - -- --- --- ------ -- -----_-- -- ---- -- E_- OVE_-PIP__ — - -- --- -' i zs c" 7 ------—jam — * - I—--— — — — — — — — — — — — - - --- - - -- -- - ---- ---��----- — ---------- — — — — --- -- ----- - ------------- r ' ---- - - ----- -- --- ------ --- 22.67 LF. 18' ; - 18' INV. 150- LF 18' CL III - -- — - ---- - itt itCP iN--------- • ' STORM DRAIN PIF?E � • 345.50 N/W RAIN PIPE10 5= +0�44T%-I.to E. - -07267Z 24 INV. STA. 11+45. V. TAE 4A r - is -- - - -- — 0 0 ------------------- ----- - --- Qi- + Ln N -- - --- - --- ----- - -- -- - - - j - A "- — — -� - --- ----- - - F OV co r--- ---- ---.. -- ---- ---- NCV ui M� W J W W W W W Pz Z : : : 1100 : ; 00 00 00 00 00 10 �- — —t--- -- iNsJTAtI - --- - ------ - - - f--- - - ------ — -- j — _ r 70M �. •�,� Q�p�� /� �! � SHEET 1 _ 350 348 346 344 342 340 m SCALE: HORIZ. 1" _ 50' VERT. 1 " = 4' 6 4 78i— IN [M W U U SEE SHEET 22 11 20 1120 11 41. rn N z mi 5 2 300.00 LF. 8" SEWER C> St 89'00'45" E O » --c, CN C> N� vb. M R JW M 7co jr 6 8 -v v 6 9 70+ +� N r� N I�G1' 5 1 C0' w SEE FRONT SHEET FOR SEQUENCE OF CONSTRUC110N Lo O M I -J Q 0 V)v N N N PLUM )?ED PHASE 3 11 12 0 Q Z 0 'Q � J SEE SHEET 19 101201 L0 110 SEE SHEET 19 0 q W � Z oQ � J 29' 3 9 0 1 3 7 XA Y 13 Im 4gOFESSI09� E. 5,� j�� w No. 35473 9/30/15' CIVIL 9TH op CAL11 ROBERT E. SMITH RCE 35473 DATE - No.33473 Exp. 9;t0-17 �wfi0r CAilF� LEGEND.- SEE EGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST: OR EXISTS AS NOTED • Lo SEWER MANHOLE TYPE "A" • � SEWER CLEAN OUT TYPE T' Lo of TYP. TYPE , " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD 00 so. TYP. �4 �-- STD 3 �-- STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED ��x�•3 OD LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. of0 1101in 20 0 10 SEE SHEET 19 0 q W � Z oQ � J 29' 3 9 0 1 3 7 XA Y 13 Im 4gOFESSI09� E. 5,� j�� w No. 35473 9/30/15' CIVIL 9TH op CAL11 ROBERT E. SMITH RCE 35473 DATE - No.33473 Exp. 9;t0-17 �wfi0r CAilF� LEGEND.- SEE EGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST: OR EXISTS AS NOTED • TYP. SEWER MANHOLE TYPE "A" • TYP. SEWER CLEAN OUT TYPE T' T TYP. TYPE , " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION so. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �-- STD OUTLET STRUCTURE �-- STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. i t i _—_.----- — - - - -- - -- t - I i 1 ' I I i PR POSED FINISH GRADE ABOVE PIE --------- - - ----- - i 354 RZ 352 ---- --- -----�------ � - � � --------------- --------- ----- � ------ -------------- - 354 ------ i � I i 350I352 ---;------- - ----- ------- ------t- --- -- ---- -;- --- - --------------- - 350 348 �--------- - -----_______�_____ ' � � � ---- -------�--------- --------------- - �- - - r 346 � - - ----------__------_-----------� ------ - At --- -- -- ------------- 346 344 �------- - _-_----�------r-.--- � - 344 , - ------ W z �, - ----- ----- ---- -- - -- ------ ----- -- ,---------------------- - 342 I WW J� M i ----------- ----- i — - - i � I -- M --it - -- - —— i i SE-- - --- --- ----- - - --- --- - -+ CA -c -S SHEET 2 1 OF 35 S EETS Fill �.OvEssjo E. S*/, No. 35473 w 9/30/15 ROBERT E. SMITH RCE 35473 DATE Civil. + OF CAIXl —00 + + 04 C14 L0 L0 + 35 10- Ot Q: No- 354,13 5 Go cq CN .8 -17 + + ui %9-V/; 6 5 �? — t2 5 9cn /0 e" 6 6 + 6 4 6 3 6 2 6 1 + 6 0 --_ 2'� �, ,.1 ,��� . a� ,9 U-) cn cn cn cn tx&/ in, Cl . I !/W 6" SEWER %P 001 ...................... Z§ 10+00.00 <e, 11 C%4 t S 00-59'15" W 13 '11 iv 2a LO 'OETAL 'JAV 6 7 Y 04 350.97 LF. 6' SEWER 'C SM LATERALS (n?-) 100.00 LF. 6' SEWER C> 6 8 c%f n ch R/W C14 u0p 8 DETAIL "A" 4&W + + 5 2 v v N.T.S. :11 5 3 5 4 5 6 LEGEND: ul w C> Ile C> cl 15 w !i! %0 + b� ZSTD. CITY MONUMENT ENCASEMENT co cn (TO BE CONST OR EXISTS AS co _F_4 — I NOTED) 1101420-1 6c; en cn mi - VO 101 3� TYP. SEWER MANHOLE TYPE 69 SEE SHEET 21 R a- LO TYP. SEWER CLEAN OUT TYPE 'A Lo r + n C> + TYP. TYPE A " CA TCH BASIN C> CC Ln TY 0 TYP. STORY DRAIN MANHOLL PE cn v C STD SEWER PIPE CONNECTION M =.'> so. TYP. RCP WIRGJ CL /// STORM DRAIN PIPE AS NOTED SEE FRONT SHEET FOR STD OUTLET STRUCTURE SEQUENCE OF CONSTRUCTION STUB & PL UG — AS NOTED SCALE.-) HORIZ. 1 50 STD. SEWER LA TLRAL MARKER VERT. 1"= 49 CucuffBllp COURT PT RADIAL TO CENTERLINE STA. — AS NOTED PffA S -i -E 3 NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 10 11 12 13 14 15 16 D oppinp flui - ---- - R I VJL ---------111c9l G kDE—ABOOVEL-70-11-PE 354 354 35 ---------------------- 2 352 350 350 348 348 • 346346 344 cn 342 O 342 O W La INSTALL 100.00 LF. Ca C0 c, lolo IINSTIAl"I 350.97 LF 6!!-IIVC SEWER-MAIR SEWER--MAIN--- R73P AQr_ 1 1.0 i%..;L- A I -SEWER--&-S.-D. Pt 4 / v rry E------- _cuc uAlfflK icu:u T SHEET 22 OF 35 S6EETS T m SCALE: HORIZ. 1" = 50' VERT. 1 " = 4' W Q J Z M W z Wye z � _ Z� _ Q O!! 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SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. i I �_---- - - - --�--- - - — -- - � - -- � ----------- - --------------- --------- — --�--- - --fir-- = r { j f } t i __ _PROPOSED FIN SH " _ --�----- IS AE3E -A$ VE- :qPM --- - - +______ GRA E ABOVE PIPE 352 � —� — --- ---—�---------- —t— r� ��---,------- j__- --_— - - --- ----- --- _ _-- — - - -- ------ ; —------- ---- 1352 -— o 350 r -- — ,��� -------------- _--- ---_ --_— -----— 350 348 - -- -- l—R w8 - --- --- ----- - =— -- -- - — -- 348 S= +0.762% -- ---- - - -- �---------- - - - --- -- - - --- --- ----- - _- ' --------------i j- 346 ------- -rt -------------- ------ - ----- ------ - ----- ---- --- --- -- ------ - --- --- --- ------- 18' I V. A 345'00 S. le INv --- --- -- --- --- ---} ---s ---- —t ---- - - ---- ------ -- - -- - - - - - -- -------- 1344 — ----- — j 344 -------- ---------------Sl-A-.--W4—--—_+05.00 A. -- ---- ------ — - - I — — — —— — ---- ---- 1ai 342342 K Ir SEWER -------- 4 340 �---�---- t r � 340 ! �- SEC710h &A t I Z z INSTALL 339.09 LF. 8' PVC SEWER MAIN a —�' 0D *cc i I S = +0.351% i - -- - -- ---------------- ---- " - --- -- -- ----- - --- — - - - r - --- --- --- -- - - -- - ------ - - .r- -- - - it - --- --__._--__ -dip-- S i q - - ------------ - — - - ---- �. l �t'I'' - - — --l'--SHEET ?�5 OF 35 SH ETS 352 350 348 346 344 342 M C z x 0 0 N SCALE: ' H ORI Z. 1'10 = 50' VERT. 1 of = 4' Z � E•V- Z = Q [L 0- SEE SHEET 25 mi OR N M r— N SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION CANTELOPE D)?Ivf PHASE 4 10 11 12 13 14 15 VI VV GRADLE I 1 , , ---- — — Ic cd -FNSTALL 323.85 LF. W PVC SEVIER MAINI ALL M" --LF. S"-V� -t-- ----St - 483509. 16 cow` 1 LA � SEE SHEET 29 Lu z C Q 17 4'OVESSIO E. w No. 35473 9/30/15 CIVIL OI' C ALLl ROBERT E. SMITH RCE 35473 DATE LEGEND.• o STD. CI TY MONUMENT ENCASEMENT (TO HE CONST OR EXISTS AS NOTED • TYP. SEWER MANHOLE TYPE 'A" �► TYP. SEWER CLEAN OUT TYPE 'A " T TYP. TYPE "A " CA TCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " C STD SEWER PIPE CONNECTION s D TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED ::I— STD X TLET STRUCTURE mt— STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 1rl ' i --------------- - I j i t -- -------- '------- ---- i 1 + I i --�-------------�--------------r----------------------- - 352 , i--- -- — ---- -- - --- - - - ---- ------------ - — -- - 350 - --t---------------Y-___ - ------------------------------------- - 348 -- ------------ - - - �---_---------�----- -------�----------- �-------------- - 346 ------------;- 344 ---�-------------------------- ___�----------_------------L- 342 i cd _ ----- ---------------- ------------------ - i co .i cc -------------- i _ -�-e- - -------- -� - -- -- - - ' - - --- - -- -� �T -G- 4- 8 -�- - -- - -^ ---- -- -- - ---- — - - - - - - ----- G -No. r --- --- -- ---- -- - - - --SEWEh S-.- rff Ur IL - - -- --------------- ------------ -------- i SHEET 28i OF 35 SHE TS SEE SHEET 28 Lu a z U 0 M N N SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION O d- SCALE: I SRT. 1" = 40 HUSA CR O VE A VENUE PffASE 4 10 11 12 13 14 '15 4g,OFESSION E. w No. 35473 9/30/15 SCIV IV iv CF C'lk X1 ROBERT E. SMITH RCE 35473 DATE E 361/57 f V10. 35473 E -,p.:-30.17 C f w,. LEGEND: o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST. OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE "A " • TYP. SEWER CLEAN OUT TYPE 'A " T TYP. TYPE "A " CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " 0 STD SEWER PIPE CONNECTION SD TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �-- STD OUTLET STRUCTURE �— STUB & PLUG - AS NOTED STD. SEWER LA TERAL MARKER PT. RADIAL TO CENTERLINE STA. - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. i i — I I -------- ------ I � E r- - i ---------- -- ----- 4 i i pr - -- -- - - -- ----- --pp^ i^qrm r V( ADE-�AB E—P------- -- - - --- -- - -- -- - - — — — -- ---- --- - r i o i 354,y17 1354 -- --- --------- - - - - - ---------- 352 -- - - - __ - - - - - --- ! - --- -- - -- - - -------- --- ---- ----- ' 352 ---------- --- ---- ---- - ; 350 1350 348 r----- - - ---- - -- ---- 348 346 346 344 __----------- -- --- --------�----.------------------ �____-- -- --___ ------ ---- -� - --- - --- - fi 344 : j Go M O — ----- --- --- ---Lai USZ — --- -- – -- -- - ri - — Go - O M O ----- - ----- -- O O -- — -- - — J w O LLJ J — -- — — ---------- — = z Z -- -- - - 1-- -- — --- --- ---- -._>- . - --- - -- — - --- -- - ------ - �• N 1,0 6" PVC SEWER MAIN N coi _ ? - NS ALL 5.00 F. 6 _PVC MAIN INSTALL 100. L . ------ — —�- - -- - - --- -- I - i i Mj - --- -- - -- --- --- - - -- -- -- --- - --NAC -No--� �-�€-4 - -- -- --_ - ----SEWER Vic- ��. -f� E---- - - // .,� ------ %�, --.- -- ----- --- SHEET 29 OF HEETS ` ( • r � � � �--t it-__ o SEE SHEET 26 c SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION q cn 0 N d a N m U Q m S 1 P A R K ff011Y BERRY DRIVE SCALE: H ORI Z. 1 " = 50' VERT. 1 " = 4" PHASE 4 10 11 12 13 14 15 16 17 t ---------- --- t I TINSH 354 -------- - -- -----------�------------�----- -- r--------- ------ — - — ---- — - -- -- 352 - _-- - - --- - -- �---4---------------:---------- — �- ,, --� y� � ti -------- ,� 350 I }------- �------- - --- 0/4 ---- - -- -- -1------ ---- ------ -------- - - �------- -- a- - - - - - - - - - - - - --------- ---- -- 348 -- -- -- ---- -------- I f 346 ----- --- - - ---- H344 - ----- -- -41 ---- -- -- - fi------ - RCP w i STORM DRAIN PI -r ---- - .90;N/E 342CD ---- - --- - - - � - �---------�- --- ----/342 -�- . 340 -- - - ----------------------------- O co.�- - - ) N N -- ----- -- --- Z N -- ---- - ----'- --- ---? --- -- - 0�-- O - -- m --- - --- G3 i Ej > > Z -4- ^ Z tD 00�p N co - - - i------------ - ---- ----- - -- -- INSTALt 0 LP 6" PVC SEWER MAIN -- fiNST 165.E t -F. 6" PVC -SEWER MAIN i - - - -- ---------._-.----------- -S - f -- -1 —S- *i=030%---- -- --- i i ( I i i 4gOFESSJON E. w No. 35473 9/30/15 civi' O��o��~� F CAL ROBERT E. SMITH RCE 35473 LEGEND: 'LL -l-1) DATE o STD. Cl TY MONUMENT ENCASEMENT (TO BE CONST. OR EXISTS AS NOTED) TYP. SEWER MANHOLE TYPE 'A" • TYP. SEWER CLEAN OUT TYPE "A" T TYP. TYPE "A"' CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION SD. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED :-- STD OUTLET STRUCTURE STUB&PLUG — AS NOTED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. , i i ------------------------------------------------------ ----------------- t i r- I t I I i f i Ithr M1 - -- - _---- ----- --TT- r-/� -TR-AA�-T-*.---6874 - - - -- - - - -- - -- - — E -W R -k -S fl. SHEET J,( OF 35 SffETS 354 352 _350 348 3.46 344 342 340 NOTES: O NOTE: CONTRACTOR MOULD VERIFY LOCATION OF EXISTING UTILITIES. ®EX. POLES AND OTHER UTILITIES TO BE N N � RELOCATED BY DEVELOPER (TYP.) q CIVIL PRIOR TO PLACEMENT OF A.B. z z `nom ti� _ _ OF CALt��4 0 0 C v N 00 + + N N - M 4gpFEsslo* E. w No. 35473 m w 9/30/15 :;0 ROBERT E. SMITH RCE 35473 EX. MONUMENT �� EX. EP 6 ------—----------- 9 — EX_EP�-----3---- v — —�----------------- `�`— ----------�s� — — — — — t , -------------- »——— — —�— -- ----- ----- N 00'3613 E N 00°36'13" E GOSFORD ROAD 25 --------- zs�o� -A---- 27 --EX. EPS --. 28— '- - —-----29 A -- -- 30 --------- 31 ------ 32 33 34 35 36 --------------------- 3613¢.95 _ tvx'� .n Try ___ ------------------ Jr�v ter tv ;1 ri�� �,.N EP -— ��U� Q0 CCS m 3 ;�, s w� �� 1s_S.D_9-- � �' �' � — �n'��NO� N 00'35 45 E go o�� sN �� TRACT 0- A N� I� �1 A CENTERLINE BOUNDARY > SCALE: " H ORI Z. 1 " = 50' VERT. 1 It = 4' 25 0 P Ici 00 L-Ae Z) �G aZ 5 87 86 85 84 \P�- SEE 66 65 64 63 m 3 ui0 20 0 10 SHEET 18 Z U N 26 ry 27 m USO.—. � Ki-: N 3M00 + m J co NCiu-,::!� TO BE CONSTRUCTED CONCURRENTLY WIiH PHASE 1 FORD R OA -D PffAk-Y-1 3 N 30 le INK m ME LEGEND: asRT E s' z No. 35473 EXP. 3-33-17 l3 - DATE o STD. CITY MONUMENT ENCASEMENT SD TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED (TO BE CONST OR EXISTS AS NOTED) :-- STD OUTLET STRUCTURE • TYP. SEWER MANHOLE TYPE 'A" mt- STUB & PLUG - AS NOTED • TYP. SEWER CLEAN OUT TYPE 'A" „ „ � STD. SEWER LATERAL MARKER T TYP. TYPE A CA TCH BASIN * PT RADIAL TO CENTERLINE STA. — AS NOTED O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 31 32 33 34 35 36 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. I AlQAl Jr T-- I --} I II i I 356 354 ---- i — - �. I - - - ; -- --.--------------------- ---------- ----, 352 - — r_-- - - -- - --- - --- - - - - 17.07 LF. le --- — 350 -- ulc� w- --- - - - ----- -- -- - - ---- --- - ----- ---- -- - STOR1 DRAIN PIPE - r — ----- �- I � - -- -- ---------------- ----- - 348 I — 347.6 N. -- --- - — - -- 346 co----- — N — —---- — — -- --------- — — -- cs + + s 1 ----- , f cs i -- • ' i A SE -0770N "AT S-Mit-hTc-lob -f--- - - ----- - - -=_- -- -- - - -- - --- - -- - ----- -- �- E -�-Rn.--- --- - ------ ----- - — — --- - ---- — --{— — -- —RA T Ik 7/W3 41 SHEET 32 OF 35 S, EFTS } EX. SUMP m 3 m = co ti 11 38 BERKSHIRE ROAD LEGEND: asRT E s' z No. 35473 EXP. 3-33-17 l3 - DATE o STD. CITY MONUMENT ENCASEMENT SD TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED (TO BE CONST OR EXISTS AS NOTED) :-- STD OUTLET STRUCTURE • TYP. SEWER MANHOLE TYPE 'A" mt- STUB & PLUG - AS NOTED • TYP. SEWER CLEAN OUT TYPE 'A" „ „ � STD. SEWER LATERAL MARKER T TYP. TYPE A CA TCH BASIN * PT RADIAL TO CENTERLINE STA. — AS NOTED O TYP. STORM DRAIN MANHOLE TYPE 'A " O STD SEWER PIPE CONNECTION NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 31 32 33 34 35 36 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. I AlQAl Jr T-- I --} I II i I 356 354 ---- i — - �. I - - - ; -- --.--------------------- ---------- ----, 352 - — r_-- - - -- - --- - --- - - - - 17.07 LF. le --- — 350 -- ulc� w- --- - - - ----- -- -- - - ---- --- - ----- ---- -- - STOR1 DRAIN PIPE - r — ----- �- I � - -- -- ---------------- ----- - 348 I — 347.6 N. -- --- - — - -- 346 co----- — N — —---- — — -- --------- — — -- cs + + s 1 ----- , f cs i -- • ' i A SE -0770N "AT S-Mit-hTc-lob -f--- - - ----- - - -=_- -- -- - - -- - --- - -- - ----- -- �- E -�-Rn.--- --- - ------ ----- - — — --- - ---- — --{— — -- —RA T Ik 7/W3 41 SHEET 32 OF 35 S, EFTS OTE:ONOTE.- (D EXISTING TEMPORARY SUMP TO BE BACKFILLED AND COMPACTED ��� ��gZ E. 8411 PER SOIL REPORTS RECOMMENDATIONS OR AS DETERMINED BY�� ev f,�& 19 CITY ENGINEER. SUMP TO BE BACKFILLED SUBSEQUENT TO THE C14 COMPLETION OF THE STORM DRAIN.w No. 35473 ROBERT E. SMITH RCE 35473 DATE z a Q ABANDONED STORM DRAIN FROM EXISTING MANHOLE TO PLUG. 9/30/15 x' X = W C,0�1 _ N EASEMENT TO BE PROVIDED ON FINAL MAP Q^ CIVIL ?.,. L' o� ``'viii F CAL ; <.'r;.w'� 0 I s;::. N1- Z�W ZZOO W wO� 00 ao 0 cV �I�J OYNN QF: CIA N �Wa O W n M M Os U H X �-. rn 2 d W d Z Q W M \oO C co W W N f= O O G O. :`,i,? Vi O N 3� co ♦ J W J ly,� + J n U �.•� _ J i... ; V) ull)M N 1 S O Q r7 Qi ^ O H V i 's _ 933-', 7 + O �- ~ N Z F-.. EX. STREET .- ci �� vQ~i z c``'i� Q L b 3 , 00 0 F= co�. �® • . t�,� N v 45 J clN 3 3 2 f ,r 3 i o 9 8 6 5 4 3 C -#--4 N �- 10 • 19 F F �cfl- I R/W `s ly 2I IMI; MH EX. 60" SEWER �I EX. 60" SEWER FL R/W ,7 350.09 ! EX. 60 SEWER � AQ� A — — — — — 397.00' 18' S.D. — — — — — — — — — — — — — — — — — — — FL — _ 18 S.D. l� QQ �� I p F o N 397.03' 18" S.D. ao �, LEGEND HIS o �. I - 2 �„� �$,z9 N 2�N cv d crD j r� 60'' r 7 McCUTCHEN 1b+OO• _ lu ' TRACT BOUNDARY CEN�RUNE I ��F� _ �� EX_J 60" ;EW' Ex. 60" SEWER o STD. CITY MONUMENT ENCASEMENT ROAD °` MONUMENT'°� 12 13 ,�� 14 15 �` 16 17 ,s (TO BE CONST OR EXISTS AS NOTED F z �Q P� w tiJ��� \ o �4 co � X �10 W „ �, `" �F\� ➢� EX. 18" S.D. — EX. 18" S.D. — _$ — — M EX. ,8° S.D. w g e TYP. SEWER MANHOLE TYPE A --- - ----------------— 50 Fk P N ��.. • TYP. SEWER CLEAN OUT TYPE nA " �o� Ris£R C w _ EX FL EX. 42" SEWERH ?. Ass-, MN, '24111 125 FX FLLu T TYP. TYPE "A" CATCH BASIN - 3�• - OL o= O TYP. STORM DRAIN MANHOLE TYPE 'A" � A<`� EX RjW /� EX. CHAIN LINK FENCER RjW so'�a O /j,• O s R, o STD SEWER PIPE CONNECTION L tiF : o �� SD• TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �— STD OUTLET STRUCTURE STUB &� PLUG AS NO TED SEE FRONT SHEET FOR EX. STREET ± SEQUENCE OF CONSTRUCTION � J STD. SEWER LA TERAL MARKER �� GOSFORD AVENUE ± J i ' 06 * PT RADIAL TO CENTERLINE STA. — AS NOTED SCALE: HORIZ. 1 = 50 N Mc C UTCHEY R OA D N v EX. SEWER MANHOLE — AS NOTED VERT. 1 = 4' NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND PffAS.�' ONE RIGHT OF WAY LINE, ENSURE 4.5 MINIMUM COVER AT PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 10 11 12 13 14 15 16 17 18 19 20 --------------------- - ---------------- I � , PROPOSED-fINISH - -----�-- ---- -- -- --- _- - - - - -- ---- Gf�ADE ABflVE-PIPS ROPOSED TNI GR DE ABOVE PIE - -- -�C4 c1� I I -�---- — ---- ---- - - -- - -- - - --PIPE­--- GRADE - - ---- AB e� O `Z I R eta -352 So�y----- ---- ------------------- — ---- --- -------------- -- z - -- -- ---- - --' -- - --- -------�y--- --- 1'L - -- '- ------ — — — — ( t � J 348 65.72 LF. LU CL Ili RCP W, GJ --STORM DRAt�t PIPS --- - �-- f S - --- J o -- ----- - - , 0 L -- - - - -- - - - � - 1 r � 1ht8 � -� I H.G.L r P�� rry T�►NS �- --- -- H.iZ TORM DRAIN PIPE --- -- - --- ----- - ---- - - +1.417% , --- - r-- — - - — 344 D' ? — — — — — — — — — — — — — — — N I 18 I V. 3'7 18 3 i INV. -- — - - —- - - - -- ---- - - - - -. ? 3.23 LF. 18 I 34183 E S .30 LF. 18' CL III RCP p -� -- -- -- _ - --- ------ -- --- - —341.75 I - - -- —mw ? 341.83 C-- - --- - - --+ — -- - ---- -- -- - _ W/R IPE t - - A ST DRAIN PIPE - - -- - - --- ------ - -- -------- --- ----- - - -- ---- - , --i-,340- 4- Lu '� — - ----- ------------- - --- ----- ----.. -------- ------ --- '-- - M Y-- �'-- - - - ' -- - - - ------ ----- ----.�_L_t3 S 0112% S- 0112% + + ^ I -V------ --} M I _ _ _ + _ ! + 341.31 E �; 18 IN340-.86AF Z E-- + C� N p M _ ? QIS Q '� I 00 W = :,i j •� FQ- NGV RR I a ~ I ; ----- -- -- ----=--------- - -- -- SE-C770N--�--'--...---------- i -- T—i ► �c - --- --- — - — - -- -- -- - -- - -- -- - - – – - --CA©N-' 'Uf\ .3� - _- _---------- -- — - - - -- -- — GRADE PE - ----- - -- -------- -- - - - - --- - ----- --- - ---- ILLPROPOSEDABOVE BOVEE PI rt - -- - - — --- ----- _- -- ------ F� � F> ----------- �_�- j __ M4 5��g --- - - - --- - — - - - - ----- — — ------------� ----- --- -- - --- - --- -- ---- - - - — - --- ~� 5 - r� --- ----- -- - ------ I -330 -1----- - —�- - I I - ------ - - 2$ 12.00 tF. 18' -! X. 26.56 LF. 18" CL III RCP W _ I - - t I �--------- I -- - k--- --- --- -- , �8t� --- -- - -- - ---- - --------- ; c ---� - - - - ---- --- ---- ---- ---- !- --- - - TA. 12+34.62 T LOCKED UNED M NO. 44 S- -6.583% F-1�' -- --- - -- 2� I EX. 60 f -- F— - — — II R W/R — - -- t— -- — — - L I GJ , 2 INV. EL. 326. 2 N. 9� W. ( - v - S= 1.65 - + -- -- - - -- -- - ---- 2 STA. 8+66.21 EX. M.H. 18 INV. I I I— - - ---4 -- -- ------s - ----- — -- - -- — -- °- Tyr - + - -- — — --- - ----- -1 -- ----- EX. 60 INV. EL. 323.76 E. ; EX. 60" INV. L. 322.46 S. S�fi4+69.06X. INTO EX. 8 STORM D AR IN • f ----------.—.- — lNV EL-3j23-29_x_—� __ U 3A EX. 60" INV. EL. 3'122.99 N. j j I EX. 60 INV. EL. 319 96�N340 18' INV. - j -- -- -- --V, EL.- 319.-- - -------------------+---------------------------- ' mIt e� 10 21 IN�CORPO ATED -- -- - ._ - ------ - ---- - --- ---_ ? _ .M. 343.87 S. NA6 / m0. EX. 95.00 L.F. 6 " PVC 8"PR F-- -- -- —� ---- -- - —�— -- --- 0�-PVA I .: a 1 INV. -- - - '-- -- - -- • EX. 160.34 L.F 60 PVC SEWER MAIN -- --- -- -- 340.86E WI - --- --- -- - -- I ��� -�-- - -- --- +--- --- t ----- ---- f----- --- - o - _ - --------- — - ---- I - - - - - - --- -I -, C ROAD i I �' �' " SHEE 33 OF 35 SHEETS j SCALE McCUTCHEN ROAD W ORIZ. .ERT. ■; W S.D. N _ 20+46.77 20 ■ ■ ' c j 21 i T 22 NOTE: O SUMP NOTE: EXISTING TEMPORARY SUMP TO BE BACKFILLED AND COMPACTED PER SOIL REPORTS RECOMMENDA11ONS OR AS DIRECCTED BY CITY ENGINEER. SUMP TO BE BACKFILLED SUBSEQUENT TO THE COMPLETION OF STORM DRAIN. 5 51 5 4 * S 3 5 2 R/W m Q� M5SUMP C' 0 EX. SEWER A— - �o CEN7ERUNE-� 23 24 TRACT BOUNDARY CHAIN LINK FENCE 5 1 SUMP SEE TR. 6873 SEWER PLANS FOR SUMP DETAIL 25 LOT A °°WS 0 z UMP LEGEND: +Of STD. Cl T Y MONUMENT ENCA SEMEN T z ck� BE CONST OR EXISTS AS NOTED) • FOR SUMP DETAIL SEWER MANHOLE TYPE 'A" w TYP. = m TYP. W z O �- W Q STORM DRAIN MANHOLE TYPE "A " W F L L >- SEWER PIPE CONNECTION z TYP. n U CL OUTLET STRUCTURE w-- STUB LOT N o SEE SHEET 9 ------ 0 20 20 0 SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND 5� O OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 1 PROPERTY J rn -J L 00 o C% N t2AD `. N �, v R/W I N McCUTCHEN ROAD W ORIZ. .ERT. ■; W S.D. N _ 20+46.77 20 ■ ■ ' c j 21 i T 22 NOTE: O SUMP NOTE: EXISTING TEMPORARY SUMP TO BE BACKFILLED AND COMPACTED PER SOIL REPORTS RECOMMENDA11ONS OR AS DIRECCTED BY CITY ENGINEER. SUMP TO BE BACKFILLED SUBSEQUENT TO THE COMPLETION OF STORM DRAIN. 5 51 5 4 * S 3 5 2 R/W m Q� M5SUMP C' 0 EX. SEWER A— - �o CEN7ERUNE-� 23 24 TRACT BOUNDARY CHAIN LINK FENCE 5 1 SUMP SEE TR. 6873 SEWER PLANS FOR SUMP DETAIL 25 LOT A °°WS 0 z UMP LEGEND: +Of STD. Cl T Y MONUMENT ENCA SEMEN T (0, o SEE TR. 6874 SEWER PLANS BE CONST OR EXISTS AS NOTED) • FOR SUMP DETAIL SEWER MANHOLE TYPE 'A" w TYP. SEWER CLEAN OUT TYPE T' T TYP. TYPE A" CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " W F L L >- SEWER PIPE CONNECTION sD- TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED t STD OUTLET STRUCTURE w-- STUB LOT STD. o-- z ------ EX. SEWER MANHOLE - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 29 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. 00 - -- - V ---- --- t R/W FL C=l � Q EX. SEWER - -- — cc Ck:: 26+53.88 26 27 ~ 28 SEE FRONT SHEET FOR SEQUENCE OF CONSTRUCTION YV,c CUTCff.FY LOAD PHASES ONE & TWO 20 21 22 23 24 25 26 27 28 'g'OFEssjo E. w No. 35473 a 9/30/15 CI V IL OI�o4��� F C AL ROBERT E. SMITH RCE 35473 DATE I I I j I ' i i oma- _ �' - _ - - -- --�--- - �-----------�-�----- ------ ----- ----- PROPO D FlNISH G---RAD-E---A--B--O--VE ABOVE PIP - ���? P°} ^`' I - -- -- -- - - --- - t --- - -- - ----- ---_ --- ---- --- ---- -- --� --- -- - ---- - -- ---- n o z I 141.77 LF. I it 346 ------ - -� -- --- -; --- -- — ------ ! a m RCP GJ E '- --a - -- - --- --- - - HAL -Ll- ----- - -- ---- - ----44- 00 18' INV. w X. 497.47 L.F. 6 " PVC SEWER MAIN z EX. 1 `.:11.46 L.F. 60" PVC SEWER MAIN -- N - - - -- - -- --- -- -- ----- --- 340-- Mc-CUfiC ---- --------- STA. 2b+41.77 = - o ---- S = -0.09 -r- - -- -- -- -- - - 3352 _ — - -- - -- `n + ' ``' LLj" LL j LLj " � -- - - ------ -- ---- - --- ��SL_ LLJ • J --- - - C:> is ------------ - -- -- - ------------- w -- - - - --- ----- ---- 336-_ Qo W --- - - - - --- -- 4 ------- ------- - - -- - -- - - -- - - -- --- - - --- -- -- — — -- -- -- -- -- - - 6 kyi� i ISM I --- - -- ---- --} -— ---- -- 1- - --- - --- - - - - -- ---- – ----- ---- ----- Irnz _ -_ ---- - -- 332__ jC/) co - - -- ---------------;--- -- - i t ---- ---I - - --- - ---- -- -- - --- - ----------------- t 330-- 330 I ; I I I 2�-=--- --- - -------------------- I --- - -- ----- - - --------------- -324 I I*1 To A - --- --- -- -- - - i — ------------------------ IiI11 3A,322_ i IN C 0 R P 0 R A T E D ---- - --+ 320 — ---- - ---------- - - - TRAClNo.---57THASP 7 A 2_2Q _ -- - - - -- --- - - + -- ----SEWER PLAN--&__ P FILE - - -- - - -- . - -- -- ----- -I --McCUTCHEN-100 I - SHEET 34 OF 35 SHEE LEGEND: o STD. Cl T Y MONUMENT ENCA SEMEN T (TO BE CONST OR EXISTS AS NOTED) • TYP. SEWER MANHOLE TYPE 'A" w TYP. SEWER CLEAN OUT TYPE T' T TYP. TYPE A" CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " 0 STD SEWER PIPE CONNECTION sD- TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED :i- STD OUTLET STRUCTURE w-- STUB & PL UG - AS NO TED STD. SEWER LA TERAL MARKER PT RADIAL TO CENTERLINE STA. - AS NOTED EX. SEWER MANHOLE - AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 4.5' MINIMUM COVER AT 29 PROPERTY LINE, 2.5' AT GUTTER FLOW LINE. I I I j I ' i i oma- _ �' - _ - - -- --�--- - �-----------�-�----- ------ ----- ----- PROPO D FlNISH G---RAD-E---A--B--O--VE ABOVE PIP - ���? P°} ^`' I - -- -- -- - - --- - t --- - -- - ----- ---_ --- ---- --- ---- -- --� --- -- - ---- - -- ---- n o z I 141.77 LF. I it 346 ------ - -� -- --- -; --- -- — ------ ! a m RCP GJ E '- --a - -- - --- --- - - HAL -Ll- ----- - -- ---- - ----44- 00 18' INV. w X. 497.47 L.F. 6 " PVC SEWER MAIN z EX. 1 `.:11.46 L.F. 60" PVC SEWER MAIN -- N - - - -- - -- --- -- -- ----- --- 340-- Mc-CUfiC ---- --------- STA. 2b+41.77 = - o ---- S = -0.09 -r- - -- -- -- -- - - 3352 _ — - -- - -- `n + ' ``' LLj" LL j LLj " � -- - - ------ -- ---- - --- ��SL_ LLJ • J --- - - C:> is ------------ - -- -- - ------------- w -- - - - --- ----- ---- 336-_ Qo W --- - - - - --- -- 4 ------- ------- - - -- - -- - - -- - - -- --- - - --- -- -- — — -- -- -- -- -- - - 6 kyi� i ISM I --- - -- ---- --} -— ---- -- 1- - --- - --- - - - - -- ---- – ----- ---- ----- Irnz _ -_ ---- - -- 332__ jC/) co - - -- ---------------;--- -- - i t ---- ---I - - --- - ---- -- -- - --- - ----------------- t 330-- 330 I ; I I I 2�-=--- --- - -------------------- I --- - -- ----- - - --------------- -324 I I*1 To A - --- --- -- -- - - i — ------------------------ IiI11 3A,322_ i IN C 0 R P 0 R A T E D ---- - --+ 320 — ---- - ---------- - - - TRAClNo.---57THASP 7 A 2_2Q _ -- - - - -- --- - - + -- ----SEWER PLAN--&__ P FILE - - -- - - -- . - -- -- ----- -I --McCUTCHEN-100 I - SHEET 34 OF 35 SHEE NOTES: SUMP TO BE CONSTRUCTED PER CITY OF BAKERSFIELD STANDARDS D-10, D-11, D-12, AND D-13 SCALE: FLOWAGE AND DRAINAGE EASEMENT RECORDED PER DOCUMENT 215068230 NOTES: Q CONST. DRIVEWAY APROACH PER CITY STD. ST -2 M N AVOCADO LANE SEE SHEET 8 BOTTOM = 332.00 CAP. PROVIDED 11.11 AC. FT. CAP. REQ. 10.07 AC. FT. BOTTOM = 38,141 MID = 48,409 TOP = 58,648 H ORI Z. 1 to = 50' VERT. 1" = 4' 3 8 55 oQ m 3 CO LAJ W McCUTCHEN ROAD N 89°01'13" u' c nn 3 47— — 0 . 77 t-- 24 CHAIN LINK FENCE TAIL 4 NOTE: STORM DRAIN & SUMP TO BE CONSTRUCTED WITH TRACT 6873 PHASE 1. FLOWAGE AND DRAINAGE EASEMENT RECORDED PER DOCUMENT 215068232 18" S. D. CARAMBOLA PLACE QgpFESSICNA� 35473 9/30/15 t' CIVIL QTR OF CALt1�4 ROBERTSMITH RCE 35473 �a No. 35 7.73 EAP. 9-30-17 j C/Vit TGF CAL`r�Q'��" DATE R Q 1. OVEREXCAVATE TO A DEPTH OF 31 FEET BELOW EXISTING GRADE AND BACKFILL WITH N 4 s'WALL AROUNDUND SUMP z TRACT (SEE WALL PLANS) TO BE SUBMITTED VERIFYING THAT THE SPECIAL REQUIREMENTS IN THE SOILS REPORT HAVE Lu� BEEN MET. A SOILS ENGINEER IS REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE SUMP. LEGEND: o STD. CI TY MONUMENT ENCASEMENT BE CONST OR EXISTS AS NOTED NOTE: SUMP TO BE CONSTRUCTED(TO ���� ��tc ® TYP. SEWER CLEAN OUT TYPE "A" z -r TYP. TYPE A" CATCH BASIN 6873 O TYP. STORM DRAIN MANHOLE TYPE "A " 0 pe) Q [V ?- �— STD OUTLET STRUCTURE ■-- STUB & PL UG - AS NO TED ♦ m r—ULiN M N AVOCADO LANE SEE SHEET 8 BOTTOM = 332.00 CAP. PROVIDED 11.11 AC. FT. CAP. REQ. 10.07 AC. FT. BOTTOM = 38,141 MID = 48,409 TOP = 58,648 H ORI Z. 1 to = 50' VERT. 1" = 4' 3 8 55 oQ m 3 CO LAJ W McCUTCHEN ROAD N 89°01'13" u' c nn 3 47— — 0 . 77 t-- 24 CHAIN LINK FENCE TAIL 4 NOTE: STORM DRAIN & SUMP TO BE CONSTRUCTED WITH TRACT 6873 PHASE 1. FLOWAGE AND DRAINAGE EASEMENT RECORDED PER DOCUMENT 215068232 18" S. D. CARAMBOLA PLACE QgpFESSICNA� 35473 9/30/15 t' CIVIL QTR OF CALt1�4 ROBERTSMITH RCE 35473 �a No. 35 7.73 EAP. 9-30-17 j C/Vit TGF CAL`r�Q'��" DATE i -- - - - -- BLOCK WALL BLOCK Wj ILL i BLOCK WALL - - -T - -- MST. — — — — -- BLOCK WALL -- i - - (SEE -.--- ---- - ---- ----- � ---- + --- - - WALL -PLANS � ---------- --+ -- — — t ---- -- - - --- +-------- -lz - 350 35 - -- - - ----Y--- - - -- — 0 - _- --- ----_ - - --- - -- ---- ----- ---- - �- - -1----- - -- — 1 --- --� - — - --t - -- ----j — - I , ��► � ------ — - - -- - -------���� �� --- -- - � ----- --- ---- � 348 z -----a--------�------------- � � 346 --- 3 -- - -- - --- -- - - - - - - - ----- - -- - ---- -- - 6 346 i � f 44 344 ----- H - ---- -- -- --- - ------------ - i - _ - - ----- --�HAL : �- ---------�-------------------—�------ 342 342 - -----_ - — - HIGH WATER 3,113.42 003HIGH WATER 343.00 / HIGH WATER 342.00343.10 E. 340 - - - --- ------------------- - ------ — — —_ W 340 - -- - ---- - --- - -- - - - ` --- ------ --- ---- - 340 �— f 338 y - ' - - - ---' -- - - HAL T 338 I r7 i 26 Z -- - - -- -- - 36 336 ,�- wpip 6 ___ _ - - - - -- - - - -- - - - :----- - ---- - -- _ - -- 334 -- -- --- -- -- ---- - . INV. - - -- - - --- ---a 5 w ----� - ---- - --- -- - 334 ;�SM 9+32-5 - -�---- — - ---r------- ---------— � ! � 15.84 RT. INV. 333.00---t---—ST01�1_flRA � -- ---- - +-- -- — -- --• ----- -- ---- — -- ---- - -- ------------- --- - --}— — s- .,s1 -- - -- 3,N� -- --- - - 332 - ---- - - +-- -- - —----.-- -- ----� _ SUMP BOTTOM 332.00 SUMP BOTTOM 332. - ----- -- — -- - -- - -. -- . - - --- . - --- 332 SUMP BOTTOM 332.0 3 �u N/w R o 330 --- - ----------------- — --- -- - 330 -r _ --- ------ - 3 . ----— -� - -- -- - -- -; - -- _ -- - ------ 328 328 -_-------: --- --- ---- i� �------�-------- - -----------------__ _____ ----�-------------- -- 326 326 ---- -- — �- - - -- - --- . -- - - --- -- --+--- .------- - ---- -�--- -- - - — -- 324 --- --- - -- --- -� --- --- - - - - . - - - ---. ----- -- - -- - -2 32 t t ' ' � -� --- --— - -------------- ----- ------------------------------------ -� 322 32232 --- -- i--- --------- ----- — -- - - -- - - --- -- -- - ---- — 320 --- --- - -- , ------------ -- - - - 320 30 t _ I _' -- -�- — � - -�----------- - OVER EXCAV. B TTOM 318.91 _ ----1--- "--- -- -- _- - - -- - - --- -- - ----- - ----�---- fi--- - ---- -- ---- -- -- - - -- ------ - E D 318 318 --- --- 31 i t A A — r --C--- ,SX%% AN - -- 1 - --- -- - -- -- -- - — f _- ---- — ---- -- �-- - -- - -� -- - - - - -- -- --- — -- V lVl SHEET 35 OF 35 1 SHEETS NO TE.- 1. OVEREXCAVATE TO A DEPTH OF 31 FEET BELOW EXISTING GRADE AND BACKFILL WITH CLEAN COHESIONLESS SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATION SYSTEM TO ENSURE ADEQUATE PERMEABILITY FOR WATER TO DRAIN IN SEVEN DAYS OR LESS. s'WALL AROUNDUND SUMP 2. PRIOR TO A NOTICE OF COMPLETION, A LETTER FROM THE SOILS ENGINEER IS REQUIRED (SEE WALL PLANS) TO BE SUBMITTED VERIFYING THAT THE SPECIAL REQUIREMENTS IN THE SOILS REPORT HAVE BEEN MET. A SOILS ENGINEER IS REQUIRED TO BE ON SITE DURING CONSTRUCTION OF THE SUMP. LEGEND: o STD. CI TY MONUMENT ENCASEMENT BE CONST OR EXISTS AS NOTED NOTE: SUMP TO BE CONSTRUCTED(TO �► TYP. SEWER MANHOLE TYPE 'A" WITH TRACT 6873. ® TYP. SEWER CLEAN OUT TYPE "A" MICU TCHEN ROAD -r TYP. TYPE A" CATCH BASIN O TYP. STORM DRAIN MANHOLE TYPE "A " O STD SEWER PIPE CONNECTION so. TYP. RCP W/RGJ CL /// STORM DRAIN PIPE AS NOTED �— STD OUTLET STRUCTURE ■-- STUB & PL UG - AS NO TED i -- - - - -- BLOCK WALL BLOCK Wj ILL i BLOCK WALL - - -T - -- MST. — — — — -- BLOCK WALL -- i - - (SEE -.--- ---- - ---- ----- � ---- + --- - - WALL -PLANS � ---------- --+ -- — — t ---- -- - - --- +-------- -lz - 350 35 - -- - - ----Y--- - - -- — 0 - _- --- ----_ - - --- - -- ---- ----- ---- - �- - -1----- - -- — 1 --- --� - — - --t - -- ----j — - I , ��► � ------ — - - -- - -------���� �� --- -- - � ----- --- ---- � 348 z -----a--------�------------- � � 346 --- 3 -- - -- - --- -- - - - - - - - ----- - -- - ---- -- - 6 346 i � f 44 344 ----- H - ---- -- -- --- - ------------ - i - _ - - ----- --�HAL : �- ---------�-------------------—�------ 342 342 - -----_ - — - HIGH WATER 3,113.42 003HIGH WATER 343.00 / HIGH WATER 342.00343.10 E. 340 - - - --- ------------------- - ------ — — —_ W 340 - -- - ---- - --- - -- - - - ` --- ------ --- ---- - 340 �— f 338 y - ' - - - ---' -- - - HAL T 338 I r7 i 26 Z -- - - -- -- - 36 336 ,�- wpip 6 ___ _ - - - - -- - - - -- - - - :----- - ---- - -- _ - -- 334 -- -- --- -- -- ---- - . INV. - - -- - - --- ---a 5 w ----� - ---- - --- -- - 334 ;�SM 9+32-5 - -�---- — - ---r------- ---------— � ! � 15.84 RT. INV. 333.00---t---—ST01�1_flRA � -- ---- - +-- -- — -- --• ----- -- ---- — -- ---- - -- ------------- --- - --}— — s- .,s1 -- - -- 3,N� -- --- - - 332 - ---- - - +-- -- - —----.-- -- ----� _ SUMP BOTTOM 332.00 SUMP BOTTOM 332. - ----- -- — -- - -- - -. -- . - - --- . - --- 332 SUMP BOTTOM 332.0 3 �u N/w R o 330 --- - ----------------- — --- -- - 330 -r _ --- ------ - 3 . ----— -� - -- -- - -- -; - -- _ -- - ------ 328 328 -_-------: --- --- ---- i� �------�-------- - -----------------__ _____ ----�-------------- -- 326 326 ---- -- — �- - - -- - --- . -- - - --- -- --+--- .------- - ---- -�--- -- - - — -- 324 --- --- - -- --- -� --- --- - - - - . - - - ---. ----- -- - -- - -2 32 t t ' ' � -� --- --— - -------------- ----- ------------------------------------ -� 322 32232 --- -- i--- --------- ----- — -- - - -- - - --- -- -- - ---- — 320 --- --- - -- , ------------ -- - - - 320 30 t _ I _' -- -�- — � - -�----------- - OVER EXCAV. B TTOM 318.91 _ ----1--- "--- -- -- _- - - -- - - --- -- - ----- - ----�---- fi--- - ---- -- ---- -- -- - - -- ------ - E D 318 318 --- --- 31 i t A A — r --C--- ,SX%% AN - -- 1 - --- -- - -- -- -- - — f _- ---- — ---- -- �-- - -- - -� -- - - - - -- -- --- — -- V lVl SHEET 35 OF 35 1 SHEETS