Loading...
HomeMy WebLinkAbout1.2-7231 Ph 1 & 2SEWER NOTES: SEC. 1.3.1 CLEANING.- PRIOR TO THE ACCEPTANCE OF ANY SEINER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE -TYPE SEWER CLEANING BALL UNDER, HYDROSTATIC PRESSURE. ANY STOPPAGE, DIRT OR FOREIGN MATTER SMALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEATER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE 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 PRIOR 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 SHALE.. 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 1' 00 9.07 1.3.2.2 PRESSURE TEST: PRIOR TO FINAL APPROVAL ALL SEA LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOVE 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 -8(4) 1985 EDITION OR LATER EQUIVALENT) SEC. 1.4.1 GENERAL: ALL MATERIAL WHAT 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 SPEcinCATIONS. 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 DESIGNA11ON 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 NTH THE CURRENT ASTM DESIG NA11ON C -425. (2) THE PIPE AND FITTINGS FOR 6 ", 8", 10 ", AND 12" SANITARY SEDER. 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 SEINER 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). (see additional notes on sheet 2) THE EXISTENCE AND LOCATION OF AMY UNDERGROUND UTILITY PINS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KMOWILOGE ME ATE 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 GATHER LIKES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF AMY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT ,SHALT. BE CONTACTED TWO 'WORIONG 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 . T HAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLAINS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL DE CORRECTED DURING CONSTRUCTION. If, Draining File: FrSEW7231 01/31/2014 RCE 35473 EXP. 9-30-15 Ww'A TRACT No. 7231 PHASES 1 & 2 CONSTRUCTION PLANS SEWER AND STORM DRAIN PLANS AND PROFILES BENCH MA*RK USED* TOP Of CONCRETE,MONU1MENT AT THE CENTERLINE INTERSECTION OF T(lRI LORQNE AVENUE AND ABfGIAl. WAY. PER TRACT N0. 6152 PHASE 6 GRADING PLANS U.S.G.S. DATUM PANAMA , LANE Q a ct: C3 Of HOSKINO ROAD cow z PROJECT S1 TE TAFT HiAY VICINITY MAP SUMMARY OF IMPROVEMENTS- N. TS. PHASE ONE: 6" SEWER MAIN &IQ LF. 10 BAKERSFIELD, CA s �81 a,r te � LANK FAMILY, LP INDEX CLEAN €n. 17 18" STORM DRAIN PIPE 24" STORM DRAIN PIPE 18 LF. 549 LF SH T. NO. SHEET DESCRIPTION CATCH BASIN 1 EA. 1. TITLE SHEET MANHOLE 1 EA. 93312 SUBDIVIDER: WIBLE INVESTORS II, LLC 2 NOTE SHEET WAY X300 3. CHISOLM TRAIL AVENUE ENGINEER: SMITHTECH/USA, INC. 4• RIO GRANDE LANE SUMMARY OF IMPROVEMENTS— 5• RIO LOBO LANE PHASE TWO. 6. McCUNTOCK ROAD 7• SIRAVIHIX1S€ TRAIL ROAD 6' SEWER MAIN 336 LF 8' SEWER MAIN 19386 LF. MANHOLE (6' -8') 5 EA. 6' CLEAN OUT 3 18' STORY DRAIN PIPE 73 LF. 24' STORM DRAIN PIPE 372 LF. CATCH BASIN 3 EA. MANHOLE 4 EA. LEGEND ADDITIONAL NOTES OWNER: SMITH REVOCABLE TRUST a 00 z Q flWT No. 6152 PHASE 5 M15_ 57 pb- 504.23 S 359"24'41" E TRACT BOMARY 9 1424 17tH STREET 10 BAKERSFIELD, CA 93306 OWNER: LANK FAMILY, LP L 21 20 4805 CENTENNIAL WAY #301 17 BAKERSFIELD, CA 93312 OWNER: IMBLE INVESTORS II, LLC N 0005546" E 4805 CENTENNIAL WAY X300 BAKERSFIELD, CA 93312 SUBDIVIDER: WIBLE INVESTORS II, LLC 4805 CENTENNIAL WAY X300 BAKERSFIELD, CA 93312 ENGINEER: SMITHTECH/USA, INC. 1424 17TH STREET BAKERSFIELD, CA* 93301 a 00 z Q flWT No. 6152 PHASE 5 M15_ 57 pb- 504.23 S 359"24'41" E TRACT BOMARY 9 9 10 11 12 13 1 L 21 20 19 18 17 16- 1 Lff A LLA. #0-0557 PER CE-RflfI 66MPLIANCE PER DOG. x{0106033630, OR. • S M C/IY MANUMENT ENCASEMENT PER COB SID S T- 13 (TO BE CONST OR EXISTS AS NOTED) t 1]P. SE#ER MAIN & MANHOLE TYPE i1' PER COB SID SW -4 TYP. SENER MAIN k CLEAN OUT TYPE '4' PER C014 STD SW -5 T TYP, TYPE ;4' CATCH BASIN PER COB STD D -14 � RCP WIRW Ot 111 & MANHOLE TYPE A "PER COB STD SW -4 • M FRAMES & COVERS FOR MANHOLES AND CLEAN, OUTS PER COB STD SW -6 EX. EAIS-17NG MANHOLE OR SE#ER �- - - EAIS77NG SENER MAIN &MANHOLE TYPE `0A " PER C06 STD SW -4 S.D. RCP JYIRGJ C1 /U STORM DRAIN PIPE AS NOTED �- STD 0117ZET STRUCRIRE PER COB SID D -11 SID DRAINACT BASIN PER COB STD D -11 �-- STUB & PLUG - AS NOTED — S ID. SE#ER LATERALS PER COB SID SW- 1 * PT. RA DIA L TO CEN TERL INE STA. NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. ADDITION NOTES ON SHEET TWO %b O UcN '25; ! = rat t t r4. r- /^; /- f i t !-%% T t -% e r THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT NO. 05-0981 AS PER THAT CERTAIN CERIFICATE OF COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT NO. 0206177575 OF OFFICIAL RECORDS. S 359 °03343" E 575.00 A.P.N.: 514- 020 -58 SCALE: 1" = 100' -m E01111111 0 FT 50 FT 100 FT 150 FT PAR6& PAR6& MAP NO. T197 PW. �0, P6. 14 � _a W J m f S.E. COR. OF SEC. 35, 30/27, M.D.M. CALIF. DIV. HWY. BRASS DISTANCE &BEARING TABLE CAP IN L.H. LINE DISTANCE BEARING E1 234.72 S 89 °24!41" E (2) 84.37 S 96 °27'26,= E 28.81 S 69 °24'41" E 30.00 S 142 *58'24" E 17.72 N 0005546" E ORDER IN WHICH PHASES WILL BE CONSTRUCTED: NOTE : PHASES 1 & 2 TO BE CONSTRUCTED SIMULTANEOUSLY 4gOFESSIpN E. � r w No. 35473 W 9/30/15 �C CIVIL OP F CAL X� REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: n RAUL M. ROJAS RCE 39880 EXP. 12 -31 -15 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD � TRACT ]Vi 7231 — PHASES 1 -2 SEWER &STORM DRAIN mi ech� USA PLANS &PROFILES INCORPORATED THE HABERFELDE BUILDING / 1424 17TH STREET BAKERSFIELD, CA 93301 RO k_ T E__ SMITH RCE 35473 DATE (661) 327 -8492 JOB N0. — 72 -105 SHEET 1 OF 7 SHEETS 7c,2 3.1 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, lit 111, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 1.4.2.3 ACRYLONI TRILE-BU TTADIENE- 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 -1N 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 I, I19 ill, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 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.. • TRACT No. 7231 PHASES 1 8c 2 C PLANS SEWER AND STORM DRAIN PLANS AND PROFILES 1.4.2.5 LATERALS AND STUBS: o 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 as AT PROPERTY LINE. ADDITIONAL B. WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL � LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 1. ALL COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND CENTERLINE OF THE MAIN, zo LOCATION OF REQUIRED TESTS SHALL BE DETERMINED PIPE OD BY THE CITY ENGINEER. C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL 1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES: COMPACTION FOR FLEXIBLE PIPE. BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -13 ALL EXISTING PAVEMENT AND 3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN CONSTRUCTION INSPECTION DEPARTMENT SHALL- BE GIVEN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 24 HOURS NOTICE. 661 -326 -3049 1.4.2.7 EXISTING FACILITIES: 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, DAYS PRIOR TO CONSTRUCTION. (1- 800 -227 -2600) FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF SEC. 1. 4.3 MANHOLES AND CLEANOUTS LAMPHOLES : BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH CITY OF EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A BAKERSFIELD STANDARD DRAWINGS S -7 AND S -8 AND SECTION 70 -1.02H SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. INSURANCE AS REQUIRED SMALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S -20. 6. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS SEC. 1. 4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES: PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION 1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3608, IN ORDER TO FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. (10) FEET IS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC- 1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER EL EVATION THAN NEARBY TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS- TOW FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY SEWER LINES.. PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE 1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT SPECIFICATIONS, A RECORDED VIDEO CASSETTE, COMPLETE "CHAIN LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE. OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION - ING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL 1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM. CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 7. "A PRE - CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. STORM DRAI N NOTES: CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR (661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED SEC. 2.5.3 CLOSED CONDUITS: START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE - 2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 CONSTRUCTION CONFERENCE." INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE 8. "CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL TROL ALONG CITY STREETS TRAVELED WAY WHENEVER POSSIBLE. FOR TIME DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS, 2.5.3.2. THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE AS PRACTICABLE. MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS, GUIDLINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRAN- AT INTERVALS NOT TO EXCEED 600 FEET ALONG THE CONDUIT, AND SPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE OR LESS MAY BE CONSTRUCTED WITH PRE - FORMED ANGLED SECTIONS FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES, OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY PIPE. ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION 2.5.3.3. CLOSED CONDUITS, INCLUDING NON - REINFORCED AND CAST -IN -PLACE BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND BY THE CITY ENGINEER." EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT 9. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING SEWER PIPE WITHIN THE PIPE ZONE. AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY 10. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE OR EQUIVALENT NON - REINFORCED PIPE SHALL BE USED IN ALL 11. ALL STORM DRAIN PIPE TO BE CL III RCP -RGJ TYPE. TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10 FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL 12. -ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES- SIPHON LOCATIONS AND FOR ALL JOINTS WHERE PIPE FLOWLINE POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY. IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET. 13. TRENCHING TO BE PER C.O.B. STD. SW -9 Drawing File: FrSEW7231 01/31/2014 BACKFILL COMPACTED TO 95% RELATIVE COMPACTION BETWEEN EXISTING OR FUTURE BACK OF CURB LINES OF STREETS, EXISTING OR FUTURE RIGHT OF WAY LINES OF ALLEYS, BACKFILL COMPACTED TO 90% RELATIVE COMPACTION IN ALL OTHER AREAS. FINISH GRADE I'%__1 o `L 0 °- w a as �a U- � =o 0 a- w ~ zo PIPE OD 2" MAX. 12" MAX. 6" MIN. 1 6" MIN. w� cN BACKFILL COMPACTED TO 90% RELATIVE COMPACTION UPPER LIMIT OF PIPE ZONE SHALL BE TWELVE (12) INCHES ABOVE TOP OF PIPE BELL OR THE OUTSIDE DIAMETER OF PLAIN END PIPE. PIPE ZONE, BACKFILL COMPACTED TO 90% RELATIVE COMPACTION PIPE OR CONDUIT STANDARD TRENCH DETAIL ST - 22 7RENCH BACKH AND COMPACTION REQUIREMENTS N.T.S. �gpFESSIO�, w No. 35473 � W 9/30/15 'Ic 4 OF C ALZ� RIGHT OF -WAY PROPERTY UNE GROUND 2x4 xis" STAKE 14 GAUGE WIRE SENER, LATERAL, � PLUG I I --) F--- 4.0' MIN, SEWER LATERAL MARKER N.rs INSTALL AT END OF ALL LATERALS I 1 4. 000", --7c;l -3,1 elk /, d'--, c) CJFESSIO '150 No. 35473 354 3 ROBERT E. SMITH RCE 354731 DATE 9/30/15 � C.> ui .�; civiv - o a G ± �- 1-7)� 10 —{— t 20 1 20110 No I — 3 V c:1 -F �� 3 2 /�f) i �— loo Lis') L3J - Z I Q } to �, r, 4 M � (M.) rt £ l i _4__ a I LO Py. i CD 0 V) LEGEND coo I LO An, . LF• SEW I j k r L Q J 89 • • V Sm "X tt (�rjv I rr- t �- CL n STD. CITY SUR'vJEYENCASEMENT PEA" COB Sr-lJ m 0- �- _ _ �- (TO BE CONST OR EXISTS` AS NOTED) :¢ cN CIO N N N N c � � a 1 �. -- -�- T�p SER MAIN MANHOLE & TYRE A PER COB S7D SW-4 8 9 4` 1 o tL j, >< �►�- T SEXER d CLEANOUT PER COB ,TDB SW-6 12 18 18 r18 12 co . �. c qr No- cn � • cs� � ci ► S / STREET LIGHT 9500 L EN E'ER COB S ST- 1 4 SEE V �- _ i - STD. CITY S77?fET NAME SICK' PER COB STD T- � z V/ x ` E- f STD* WHEEL CHAIR RA MP' PER COB S 7D S T-9 AND -t AS REMISED CAL TRANS STD A A -��\ L� r DRIVEWAY PER COB STD ST-4 AND T-12 + C> V V_ LO if�� I TYP* TYPE A CATCH BASIN REP` CCD STD D�-14 c RCP WIRGJ CL �� MANHOLE TYPE A PER COD S7Dw SW 4 - - Rcp WIRGJ l �I STORM DRAIN PIPE - AS N07ED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT SCALE: HORIZ. 1" 50 RIGHT OF WAY LINE, 2,50 s AT GUTTER FLOW LINE. VERT. 1 f I _7 t j E f _- _..-- ._- _._.- �___._.. _-_ ._____- _- ._--- ___- _.____._..___ ` —_._..-"-._.______._ ___._-- ___._.- .- ___�_.�__._ -�._ _- ._.- ____�__.. I _._--_ _._..._- __.._.- ._.___- _._._.___ — .__- _- __--- -_._.___._____� � __.- ,-- _._.__ —._.— ___. i ______- .____.._._.— —. — —___.. _�_..__ � ______. _-._ t —. �._.. -_-_— ._ { _- ___•_ ^^_ _— t -_. - -_ -- -__ -__ -_.-. } _. -._._ ----- __,__ --_ -_ k - - -- - - � - _ ( ( t f f I t i t I I f ' t ! i f _�_ f f _� f ! —�_t �_ i t � �--- ---- -- � -- r----- - -•-- � � i ____. ._._— .___'i'- ___._..�.._M...,_. —.� i _4— t s t ( I I { I � i i I I r t { i • ApitI f AULi 348 i t i I I I 4 e ` ! .} �r/� O•. _ t • E , FINIZiH k7mADL i 1 j ! i 1 { 1 { { i { f I s i E i 348 � � } E } � �``� � } � • ! j ! � I V "` j �ri� � `�� } �� � i : i {4 � f�— I � } � i 1 I I 346.11 i t I i i E E i _� I i { f ; � I �� # � ��i�' { i t j �?c�? '�' z ; y t 346 } � ( i � � i ► Ii1 j I 3 t E r � t i i _ � ! I i i ! } � ! 3 -4— 342 i1 � ( � � 4 ( � � 1 i � I I � f� i I � ( � � t I I C 342 " ( � i i � { � i t ( d ( t i l } i ! 3401 t 340 EX. 18" N i { � F ! ( i i � i ! I � � � i I i i 338 i i } _ t C E ! ! ► I ► I 340.25 I V. S } 338 INV 00 I 1 --- } } ( { ( { zz 1 336 -- �' 1� ��r -- i ( 1 1� � S CIO 336 : 3136.25 , } %� i i �-- _ - - — t ( LF I i STORE' f 30 _ 4 1 — ' --. 1 �r (fr z I---- ► r I I 334 —0.686 334 I { I I +- j �►r� I EX. 30"' INV. { E ! I { i I 332 332 I { 4 s s f i i a i � ` i t i i r ' �--E- { { f (- - - - -- - —4— 4 ( } { Q W! cam? M E E ( ( - + i cc Cc if f i i t ( i —� } INS 100.00 LF. , �-- • £ II j E 1 i >� •• a Go { i E , , (��. 6 -� a a a { ! t I 0 t iTO Alp MsQN �I !. -0.51 E i I s Ei ,2\f S-11-1 ( { ; { f i //f)q NO* 1Z%) I —"A bt UNt { t So I PLAN i I i ( ( ► ( if rFD A TT OPliff TL _T_ ; t t } E c I ( I SHEET OF 7 HEETS c) C4 �-•. w No. 35473 � ROBERT E. SMITH RCE 35473 CRATE, c,; z o 9/30/15 c IV cj Sri 0 M , C> UM Op c A X' = o w cw C4 QD SEE i EET cn a + cn 11 2-� 18 18 A 12 21 cn cn 44 No 20 r cn + + C4 C4 �. 1 19 1 8 + 17 1 6 pr) cn y —115 ` !L-i-j i ! . t f� r�� Vi Vi \/j C ) A k1 / I L l \ \\ Z M M tf M M M W M W M �' tS } 1 i I } ,.� 4!SM LA (TV.) W CD 0 ...� I _ cn 110+W00 p FL C%4 S 8900'1" E ry = -< -- cl- 75.0 LF. 12 13 212.48 LF. 6" SEI cwt FL C ~ — ;- - MONUMENT � LO i TO BE CONST OR EXISTS AS NOTED PHASE ONE • O Vi N tV nE C4 C �— ~/ uj cr_l �` } } - f TYP. SEWER MAIM MANHOLE TAPE A PER COB` STD SW-4 PHASETWO2V 21Y 15 24 0 .+t- �- Uj o � Lu :m F TAP. SEWER MAIN CLEANOUT PER COB STD SW-6 12 18 18 12 �. c r• 9 �. c f .� _ S . STREET LICE' T 9500 L OE PER COB S TD ST4 SEE SHEET 6 C> �` + + + � .► z o STD. CITE' S77?EET NAME SIGN PEA' COB S7D T-1 � . c CD � CD STD. WHEEL CHAIR RAMP PER COB STD ST -9 AND AS REMISED CAL TRANS STD A -88A D RIt ST- _ A PER COB STD 4 AND T 1 -� TYPE A CATCHBASIN PER COB STD D-14 -�- RCP WIRGJ CL N MANHOLE TYPE A PER COB STIR. SW -4 SA RCP RAJ CL S TORE' DRAIN PIPE - AS VOTED NOTE. SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LIME, ENSURE 2.25' MINIMUM COVER AT SCALE: H OR I Z* 1 50. RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LIFE. VERT. 4 F 7— i k j ----------- r f —T 4-- I� f APPROX. } # 3481 cv �• UVL r. 4 t ; 1 t ^'� E F � F T 348 I 346 346 7/^f 344 3 342 342 41) 3. � _ k I j ! � -- I f ( j{ tl � E F ! F ! ' I � I i ( i t t # 340 338 E e CN � � f 338 i E I C/ QD C) 0 1 f F � t 336 336 Now • I i � 1 i � � j F } i } i i ' � �1 t _ �� �` �_ t �► 1~ '` = t � � j j I f � � ;T i � � i � f 3 - Ik i I {f i 1 i �._J ' E { ( f e I i I I —T { _ —� - - -- —�— f tj s t � � f t1 i �•y t I j! ( j If i i k } I r�� 1 � L ri [�'�}► k t� `-E—� E t!} 3j � y }� �V i.J 1.�� t s LL � t € _�._� -- F iii j F I kf ( jjj f t j Q j t ( La f �' f �_ z L ' R F- z =F •`�.� � { ' f k 00 00 — j— ' - - - - -- ` — �A _ 1t ! ! F k �- x i — �L pli 1 iC 97' f iC X c �-F..� E. s �. L� EJ.J }< (..�( [.F.. [ 11 A#% A'F% 01 —6wz s —ii557% t I 11CU 1. 3A I NO* F f , i ! i ► ! } ! F & S *D'oI D E TV ! t F 11 t t SHEET 41 OF 7 HEETS SCALE. 0 0 _j C> . Is W Me tg _ CD 0 Lci LJJ m qqr cf) W CA C*4 C3 c> 00 Lei r**- U) a- CL Go r*-- -*. - CD = C� LLJ C) & qd-. Go qd- CD + C> C> v! CD� C�l Ir- C:) + m 00 00 0 qvp-, qr— C.3 V) to cf) CF) cli r*-_ C4 CFJ 03 =E Lin C) C4 SEE SHEET 6 cn cn 12 1 11 12` V 2 3 TYP. TYP, .4 .9 cn Li A' : f 2 dn C%4 o 29 3 '00 24!' S. D. 12 4! SEM SAT ,10+OD.00 U-) T L4 1 9603143" E 00 4M♦00 LF. Ir SM 8 tx 2W 10, Ln r4l C> + ;z 26 4W 10! ILI, 25 24 23 121, 18 F-18- 12 co Lf cc cn a + �t © + C> C4 C4 SEE SHEET 6 lw_ 40 cn cn CAIL z C> EA SEMEN T TO BE PRO V1 cm N M TO RECORDATIt OF ETA Cn L" C> 0k, 13L R Ec, 1144 Ln 10, 10* 4m C.> + 01 Lq C) c 3: LO c 14- -c> q4" . " C> cn + M 0 STA. 11 +89.68 INSTALL PLUG Go C> C EL .s __j V_ (180 ♦00' RT.) :Ps HORIZ. 1 = 50' VERT. 1 = 4 1.0 11 346 i cb• ii 4F 344 ! t � f 34 2 r I INV 3 .90 w/ 340 338 �i I • 11 +BV.bt$ 348 i VL DEP. 34*.�3 � �i1 R 346 i __T !Zfl!tc a a r_! off 3 Cl.., 11 RCP 5MM UM PE s a. RCP W 3 i j i 18r INV R 'dow 18" INV 10 E. i _ ____!___ __ — 340 +0*141% __sTK 338 C.B.# 4 2e NV 18 INV ►i 2e INV 338.70 WE 339.20 SM t � f %136-bu N/t ;t 336r 334 co 330 ♦ tG ♦ Ln I + L" cm • 12 cr. 339006 N/S .4c TR. BNDY♦ m LF. 24•w m CPA a ICJ w. S = rloei� SECTION 'B' 13 t$UUNUAKT 1 14 344 I C> 342 340 - ------------ 338 INSTALL r F_ 247 INV FINISH (GRADE ABOVE I PIPE RG F-Z w 3pr� �� 6�1_VJZZ L 15 16 1-7 LINE BEARING DISTANCE Ll N 63*24'59" W 32.16' L2 S 63*24159" E 43.27' L3 S 00*56'17" W 15.00 L4 N 00*07127" W 25.00' #4 BAR (SEE NOTE) '.EINFORCEMENT FOR 'ONCRETE PLUG =. LENGTH OF PIPE GROOVE le • Af 7-97, 3� _.j �0 Go 19 Nz- �l .Q.3 W., Qc_ CSE L_LJ Q_ -REINFORCEMENT FOR CONCRETE PWG PK Sa Bm DWANM C—C s 18"-331* #2 12" BOTH WAYS 1/2 T 36"—W #3 12n BOTH WAYS 1/3 T 60n-84" #4 12s BOTH MAYS Ys 1/4 • took- V_-A No. 35473 9 9/30/15 �' 15 C civili CAL ROBERT E. SMITH RCE 35473 LEGEND 3 DATE • STD. CITY SURVEY MONUMENT ENCASEMENT PER C-08 S1U ST -13 (TO BE CONST. OR EXISTS AS NOTED) —� TYP, SEWER MAIN &MANHOLE TYPE A °PER COB S1U SW-4 TYP. SEWER MAIN & CLEANOUT PER COB STlJ SW-6 <> STD. STREET LIGHT 9500 LUMEN PER COB S1U ST-14 ♦ S1U. CITY STREET NAME SIGN PER COB SIU T-1 �� S1U. WHEEL CHAIR RAMP PER COB STD ST-9 AND AS REWSED CAL TRANS S1U A —88A � � DRIVEWAY PER COB STD ST-4 AND T -12 -r TYP. TYPE ;4' CATCH BASIN PER COB S7U D -14 RCP W /R6J CL MANHOLE TYPE "A" PER COB S7D. SW-4 J*D* RCP W/RGJ CL 111 STORM DRAIN PIPE AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 225' MINIMUM COVER AT RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE. NOTE: STEEL HANDLE FOR REINFORCED CONCRETE PIPE PLUG HALL BE -LOCATED 1/4- I.D. ABOVE CENTER POINT OF PLUG. TWO STEEL HANDLES WILL BE REQUIRED ON PLUGS OF 36" PIPES OR LARGER AND SHALL BE PLACED 1/4 I.D. APART AND 1/4 I.D. ABOVE CENTER OF PLOD. to - c; C4 cm ate C4 C4 cni Coco n t r1 U n n_ FL 34.73 N 5.00± LF, 18* an 9% Aft IN , KW N RM DRIB 187 INV 339430 S. STA. 10+47.77 0 O ECTION "A' R 34♦76 25*01 LF* 1 u ng%n U.0 ill KW 0�',v/r STORM DRAIN 18" INV 9.30 N. STA. 10+48.2 , m fflft U. ti. f L 4" INV a 0* -W*T We'll SHEET 5 OF 7 SHE! 346 344 342 340 338 336 334 332 330 1` 4 TA ( { N o. 6 4 ( 0 Q) r) ( t j u1 A I PEE_ Cam€ i. ICA { OF 'COMPLIANCE _R F) Doc. f f ZJ '...I 6 tl c i .J 0 j i,.f' . SCALE.* HORIZ. 1" = 50' VERT. 1" = 4' 3448 346E 344 ' 342 '- 340 3381— 336 3341- - 1 Q� c ci Lo ei ± +m G E.3 LA_ 10 11 12 PARK SITE TRACT BOUNDARY 1VIcCLINTOCK 0 PRASE 1 13 14 ! ! E .cl — LF• 24! ! 0 1 .4C ANA 2 15 16 ti f SEE SECTION 242mi— I F� 24' — —I-- 0 sea 1. 7 N 00 *35'19" E S.D. uNE TABLE D�STAtV�E L(NE u� BEARING BEARING DISTANCE L1 N 82'57'15" E 17.00' wwwwwwwwo TYP. SEWER MAIN & CLEANOUT PER COB STD SW -6 PARK SITE TRACT BOUNDARY 1VIcCLINTOCK 0 PRASE 1 13 14 ! ! E .cl — LF• 24! ! 0 1 .4C ANA 2 15 16 ti f SEE SECTION 242mi— I F� 24' — —I-- 0 sea 1. 7 N 00 *35'19" E D�STAtV�E L1 N 82l�7'15" E 17.Q�' PARK SITE TRACT BOUNDARY 1VIcCLINTOCK 0 PRASE 1 13 14 ! ! E .cl — LF• 24! ! 0 1 .4C ANA 2 15 16 ti f SEE SECTION 242mi— I F� 24' — —I-- 0 sea 1. 7 N 00 *35'19" E CD ff W-e O w­.ft i L E E � n C`.; { Lf 11 19 4gpFESSIpN w No. 35473 � � 9/30/15 OF C A 1 LEGEND 4z joy ROBERT E. SMITH RCE 55473 DATE • S v7D. CITY SURREY MONUMENT ENCASEMENT PER COB S 7D ST -13 iiiiiiiiiiiijillIlIllIiiiiii mmy + TYP. ` womolow wwwwwwwwo TYP. SEWER MAIN & CLEANOUT PER COB STD SW -6 S`7D. { ♦ { 4 ! WHEEL CHAIR RAMP PER COB S7D ST-9 AND AS REWSED STD A -88A r DRI VEWA Y PER COB S 7D ST —4 AND T -12 T TYP { ONO== RCP c ?t RCP WIRGJ CL 111 STORM DRAIN PIPE — AS NOTED t 4 { € ! EX » Q INV - E ! { Go ! + i - fi- Lit I mv # --- ! 3 -- ` Rai ! E l cn Si � f � � i ( cn cn ! CL { 1 t cn O Ln • • co 1 t i f Lo _ Q f i- ! of L" LAJ W j 3 j . E • E- tom! CL ! f i � i � i � ( I • � � F 1 � � } 1 cn = cc INSTALL 155.21 . 6 PVC SEVER ; MAIN tE? s INSTALL 1! { 9.79 LF. RV SEVO MAIN ' ( s f C 1.031% j i.7 CD ff W-e O w­.ft i L E E � n C`.; { Lf 11 19 4gpFESSIpN w No. 35473 � � 9/30/15 OF C A 1 LEGEND 4z joy ROBERT E. SMITH RCE 55473 DATE • 187 INV N d mac', N . g­ts cn 9 9 4` i.s • ww 11� RCP as no +3.52 s • r- .. q vl'tivlvs 1 i i o. SHEET 6 OF 7 S�EETS mms 346 J 1 3444 342 340 338 336. 334 { f �f ti t i 4 { i F i I TWO 7�31 �E- ) �--- S v7D. CITY SURREY MONUMENT ENCASEMENT PER COB S 7D ST -13 (TO BE CONST OR EX /STS AS N07ED) + TYP. SEWER MAIN &MANHOLE TYPE "4 °PER COB S`7D SW -4 �-- TYP. SEWER MAIN & CLEANOUT PER COB STD SW -6 S`7D. S`7REET LIGHT — 9500 LUMEN PER COB S7D ST -14 ♦ SID. CITY STREET NAME SIGN PER COB STD T -1 S7D. WHEEL CHAIR RAMP PER COB S7D ST-9 AND AS REWSED STD A -88A DRI VEWA Y PER COB S 7D ST —4 AND T -12 T TYP TYPE A" CATCH BASIN PER COB STD D -14 -<> RCP WIRGJ CL 111 MANHOLE TYPE ;4' PER COB STD. SW -4 S °= RCP WIRGJ CL 111 STORM DRAIN PIPE — AS NOTED NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIGHT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT RIGHT OF WAY LINE, 2.50' AT GUTTER FLOW LINE. 187 INV N d mac', N . g­ts cn 9 9 4` i.s • ww 11� RCP as no +3.52 s • r- .. q vl'tivlvs 1 i i o. SHEET 6 OF 7 S�EETS mms 346 J 1 3444 342 340 338 336. 334 { f �f ti t i 4 { i F i I TWO 7�31 �E- ) �--- �- I; a -��3i p� r -2-