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HomeMy WebLinkAbout6.2-716 Revision1. ALL IMPROVEMENTS HALL BE IN<ACCORDANCE WITH THE KERN COUNTY DEVELOPMENT STANDARDS AND OTHER LL SCOU A COUNTY ADOPTED POLICIES. MANHOLE FRAME A COVERS SHALL BE ALHAMBRA A-127 R APPROVED EQUAL, CONFORMIN TO ASTM A48-83 CLASS 2. A HOLE AND CO S S L 0, O QU 35B AND H2O-44 HIGHWAY LOADING. CAST INTO THE TOP OF THE COVER SHALL BE THE LETTER DESIGNATIONS "SEWER" AND H E B P VI ED IN THE COVER, ONE PI KH LE iN THE BODY OF THE COVER AND ONE KCSD .ONLY TWO PICK OL S SHALL E RO D CO , O C O PICKHOLE ON THE EDGE OF THE COVER. 3. MANHOLE STEPS ARE REQUIRED AND SHALL BE M.A. INDUSTRIES MODEL PS-2- PF OR APPROVED EQUAL POLYPROPYLENE COATED MANHOLE STEP. THE TOP STEP SHALL BE NO MORE THAN 34 BELOW FINISH STREET GRADE AND NO LESS THAN 20" BELOW THE TOP OF THE ECCENTRIC MANHOLE CONE. THE BOTTOM STEP SHALL BE 10" TO 20" ABOVE THE MANHOLE FLOOR. STEPS SHALL BE 12" ON CENTER AND SHALL BE VERTICAL ALIGNMENT OVER THE OUTGOING SEWER. 4. ECCENTRIC MANHOLE CONES SHALL BE USED, WITH THE STRAIGHT VERTICAL SIDE POSITIONED OVER THE OUTGOING SEWER. 5. BUILDING SEWERS TERMINATING IN SEWER MANHOLES SHALL BE A MINIMUM OF 6" TO A MAXIMUM OF 12" ABOVE THE INVERT OF THE OUTGOING SEWER. 6. WHERE A CAST -IN -PLACE MANHOLE BASE IS USED, PLACEMENT OF REINFORCING BARS AND WATER STOPS SHALL BE APPROVED BY THE SEWER INSPECTOR PRIOR TO POURING OF CONCRETE. 7. THE LETTER "S" SHALL BE SCRIBED IN THE TOP OF CURB DIRECTLY ABOVE EACH BUILDING SEWER. 8.. DROP MANHOLES, WHERE ALLOWED, SHALL HAVE INSIDE DROP SECTIONS. 9. A REPRESENTATIVE OF THE SANITATION DISTRICT SHALL BE PRESENT AT SEWER PRECONSTRUCTION MEETINGS AND SHALL BE NOTIFIED TWO WORK DAYS PRIOR TO START OF SEWER CONSTRUCTION. 10. PRIOR TO FINAL ACCEPTANCE OF THE SEWER, THE COUNTY SERVICE AREA SHALL BE PROVIDED WITH ONE SET OF "AS -BUILT" DRAWINGS IN MYLAR. 11. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE LIMITED TO 7:00 A.M. TO 7:00 P.M., MONDAY THROUGH FRIDAY. CONSTRUCTION WILL NOT BE ALLOWED ON WEEKENDS OR ON FEDERAL HOLIDAYS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE KERN COUNTY PUBLIC WORKS DEPARTMENT/BUILDING & DEVELOPMENT DIVISION. 12. ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY AND ROUTINELY MAINTAINED, AS RECOMMENDED BY MANUFACTURER MANUALS, TO CONTROL EXHAUST EMISSIONS. 13. CONSTRUCTION EQUIPMENT SHALL BE SHUT DOWN WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME TO REDUCE EMISSIONS ASSOCIATED WITH IDLING ENGINES. 14. ELECTRIC CONSTRUCTION EQUIPMENT SHOULD BE USED WHENEVER POSSIBLE IN LIEU OF FOSSIL FUEL -FIRED EQUIPMENT. 15. FUGITIVE DUST EMISSIONS FROM ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE STABILIZED USING WATER, CHEMICAL STABILIZERS/SUPPRESSANTS, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR PLANTED WITH VEGETABLE GROUND COVER. 16. FUGITIVE DUST EMISSIONS FROM ALL ON -SITE UNPAVED ROADS AND OFF -SITE ACCESS ROADS SHALL BE STABILIZED THROUGH THE USE OF WATER OR CHEMICAL STABILIZERS/SUPPRESSANTS. 17. FUGITIVE DUST EMISSIONS FROM ALL LAND CLEARING, GRUBBING, SCRAPPING, EXCAVATION, LAND LEVELING, GRADING, CUT AND FILL, AND DEMOLITION ACTIVITIES SHALL BE CONTROLLED BY APPLYING WATER OR PRESOAKING. 18. WHEN MATERIALS ARE TRANSPORTED OFF SITE, ALL MATERIALSHALL BE COVERED OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. 19. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS. USE OF BLOWER DEVICES IS EXPRESSLY FORBIDDEN). 20. FUGITIVE DUST EMISSIONS SHALL BE CONTROLLED WITH THE APPLICATION OF SUFFICIENT WATER OR CHEMICAL STABILIZERS/SUPPRESSANTS WHENEVER MATERIALS ARE ADDED TO, OR REMOVED FROM, OUTDOOR STORAGE PILES. 21. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. BENCHMARK USED: CENTERLINE MONUMENT ON SLIKKER DRIVE APPROXIMATELY 215' EAST OF THE INTERSECTION OF SLIKKER DRIVE AND CALLOWAY DRIVE. ELEVATION = 382.51 BASIS OF BEARINGS: ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP UNLESS OTHERWISE INDICATED ARE RECORD OR CALCULATED FROM RECORD PER R.O.S., BK. 22, PG. 109 IN THE OFFICE OF THE KERN COUNTY RECORDER. ENGINEER LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 .CONTACT: MICHAEL DAUSTER THEFOLLOWING COUNTY OF KERN STANDARDS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) STD. NO. DESCRIPTION COUNTY OF KERN STANDARD DETAILS ® S-1 TYPICAL TRENCH SECTION IN PAVED AREAS ® S-5 STANDARD PRECAST MANHOLE ® S-6 CAST IRON MANHOLE FRAME AND COVER ® S-8 STANDARD MANHOLE FRAME AND COVER ® R-67 BACKFILL REQUIREMENTS ON A.C. STREETS CITY OF BAKERSFIELD STANDARD DETAILS ® ST-12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS TO BE CONSTRUCTED BY ENCROACHMENT PERMIT FROM KERN COUNTY ROADS DEPARTMENT F411MAI W ff 1p fj r "A lilt 11710 CALLOWAY DRIVE KERN COUNTYY CALIFORNIA SECT10,N 29, T.29S., R.27E., M.D.M. a INDEX MAP NOT SHOWN 1 " 5A1 j- yn U ofI l"ads' Av b, Lin fy'Ad PROJECT LOCATION .r ty11Rt =j iir4ihri4l F, 67 1 a, r iF i ,mt ra no Re-- :. VICINITY MAP. mn MATERIIALS ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER STANDARD SEWER MANHOLE(S) 5 EA 8" SEWER MAIN (PVC) 1039 LF 6" SEWER MAIN (PVC) 52 LF 4" SEWER LATERAL (PVC) 132 LF PAVEMENT PATCH PER R-67 5,858 SF TIE-IN 2 EA 6" CURB AND GUTTER 100 LF 4" THICK SIDEWALK 140 SF SHEET INDEX: SHEET SW1 - TITLE SHEET SHEET SW2 - SEWER NOTES SHEET SW3 - PLAN AND PROFILE - STA: 10+00 TO 15+50 SHEET SW4 - PLAN AND PROFILE - STA: 15+50 TO 21+25.77 DOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NODES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO.92-08-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. UTILITY NOTE: NOT ALL UTILITIES WERE LOCATED BY THIS SURVEY AND LANDMARK SURVEYING AND ENGINEERING ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND PIPELINES. ADDITIONAL NOTES: 1. A STREET PERMIT FROM THE CITY OF BAKERSFIELD IS REQUIRED FOR ANY WORK WITHIN CITY OF BAKERSFIELD RIGHT OF WAY. 2. PROPOSED 8" SEWER MAIN WILL BE MAINTAINED BY THE COUNTY OF KERN. THIS PLAN SUPERSEDES THE PLAN THAT WAS APPROVED ON 1110212020 BY THE CITY OF BAKERSFIELD AND ,THE COUNTY OF KERN C APPROVED BY:f7- CRAIGZ... M. POPE, RIC.E. 37035 1 DATE KERN COUNTY DIRECTOR OF PUBLIC WORKS REVIEWED BY: STUART PATfESON, 'R.C.E. 44898 DATE CITY OF BAKERSFIELD ACTING DIRECTOR OF PUBLIC WORKS THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH COUNTY OF KERN ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORYAGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED -TO THE COUNTY ENGINEER. SUBMITTED BY: JOHN H. HULSON, SR. R.C.E. 38265 DATE 6.2-716 Rev X:\LAND PROJECTS\1681.19 PAUL DNANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT BARE - OFFSIT 00` MOU c4 LLI UY , Q - - W � Z co g. YW m� O 1- W 0) 00 _c wLL M U� a:, W P J C -J L C00 O J `') w p oa. . U z m o z' O U Z' a U a w z IL W O cn 4 W � 4 z 0 N W. �p o c`fl �— w °z" QRp "ESS/d 'NULspti`�2 cri Gr w C 8265 m FOF C W � z C) QF- ww w w H J � ~ V u. O U. 0 ti JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 06/17/2021 DRAWN BY: JPO CHECKED BY: JHH SCALE: NO SCALE SHEET swi 1 OF.4 SHEETS SEW _R-PLAN - REV 4.DWG 6/17/2021 12:18 PM 1311011111• • 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE OFFICE OF THE COUNTY ENGINEER SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE: (661) 862-5100. 2. COMPACTION TEST NOTE - COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TEST SHALL BE DETERMINED BY THE CITY ENGINEER. 3. FOR THE LOCATION OF EXISTING UNDERGROUND UTILITY LINES THE CONTRACTOR SHALL NOTIFY BOTH THE COUNTY OF KERN DEPARTMENT OF PUBLIC WORKS, AND UNDERGROUND SERVICE ALERT (USA) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. USA PHONE: (800) 642-2444 COUNTY OF KERN: (661) 862-5100 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM THE OFFICE OF THE CITY ENGINEER FOR ALL WORK TO BE PERFORMED IN CITY RIGHT- OF -WAY. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY ROADS DEPARTMENT. 5. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. CONTRACTOR ASSUMES ALL LIABILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE, AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 6. ANY TRENCHING CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE COUNTY STANDARD DRAWINGS. 7. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE COUNTY ENGINEER. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ENGINEER, CITY OF BAKERSFIELD AND THE COUNTY OF KERN HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, THE CITY OF BAKERSFIELD AND THE COUNTY OF KERN. 9. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH COUNTY OF KERN STANDARDS, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE COUNTY ENGINEER. COUNTY OF KERN - SEWER NOTES 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION AND TESTING OF SEWER IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS AND SPECIFIED IN THE BIDDING DOCUMENTS. 2. POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D-3034 SDR-35. PIPE 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 AND APPLICABLE ASTM SPECIFICATIONS. WHERE PVC PIPE CONNECTS TO PVC, DI, OR OTHER EXISTING SEWER LINE MATERIALS, USE COUPLINGS APPROVED BY THE COUNTY OF KERN. C) INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 3. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. EXCAVATION SHALL BE SUPPORTED IN CONFORMANCE WITH THE RULES, ORDERS AND REGULATIONS OF THE INDUSTRIAL ACCIDENT COMMISSION AND THE PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA. SHEET PILING AND OTHER TIMBERS SHALL BE DRAWN IN A MANNER THAT WILL PREVENT CAVING OF THE WALLS OF THE EXCAVATION OR OTHER LOAD ON THE PIPE OR CONDUIT. 5. WYE FITTINGS SHALL BE IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND. SHALL BE ROTATED A MINIMUM OF 230 ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE COUNTY OF KERN STANDARD DETAILS AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 7. ALL RODDING & FLUSHING CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COUNTY OF KERN STANDARD DRAWING. 8. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELD. 9. 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, AT THE FULL EXPENSE OF THE CONTRACTOR. 10. CLEANING: A) PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE COUNTY OF KERN, CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE-TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE. B) ANY STOPPAGE, DIRT, OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. C) ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. 11. TESTING - MANDREL TEST OF PVC PIPE: A) 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). B) A RIGID MANDREL, WITH A CIRCULAR CROSS SECTION, CERTIFIED AS HAVING A DIAMETER CONFORMING TO COUNTY SPECIFICATIONS, 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 ODD NUMBER OF RIBS, NUMBERING NO LESS THAT 9, SPACED EVENLY AROUND THE MANDREL. C) IF PIPE DOES NOT MEET MANDREL TEST, VIBRATORY MEANS OF CORRECTING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHODS WILL NOT DISRUPT ADJACENT PROPERTY. 1.2. TESTING. - PRESSURE TEST: A) PRIOR TO FINAL APPROVAL ALL GRAVITY SEWER LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. B) TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN UNI-BELL PVC PIPE ASSOCIATION'S PUBLICATION ENTITLED "UNI-B-6 RECOMMENDED PRACTICE FOR LOW-PRESSURE AIR TESTING OF INSTALLED SEWER PIPE" AND THE COUNTY STANDARDS. C) IF PIPE DOES NOT MEET PRESSURE TEST, PIPE SHALL BE UNCOVERED AND THE DEFECTIVE JOINT OR PIPE REPLACED. SECTION OF PIPE SHALL BE RE -TESTED UNTIL PRESSURE TEST IS PASSED. EXCAVATE FOR BELL 0. D. + 16" 0. D. + 10" e,,rnr-= ni inrenr Q W d 0-Oa- M OU N O E I FOUNDATION FOR UNSUITABLE MATERIAL 6" MIN. IF REQUIRED PLorIM 02/25/2010 s-1Ahro Revisions DATE: Date Desc 6-16-1995 COUNTY OF KERN PLATE NO. 6/4% k". Cw@oWcn Depth DESIGNED BY- STATE OF CALIFORNIA TYPICAL DRAWN BY: DEVELOPMENT TRENCH SECTION A.LUNA STANDARD CHECKED BY: IN PAVED AREAS S -1 RDM 26.25" 1.0' 25.25" " 0.75" R 1.5" 0.625" Ln 1.375" _ E DETAIL "A" 3.0 qq- 10" CLEAR OPENING 0.5" 2.0' AI 17" CLEAR OPENING o 32.5" 1 _ 1 !• 1 1. 1= 1 1 !• N /=1 1 1 r s� IN ROADWAY a • • • 1, 011 BASE wALL 3" MIN. SLOPE SHELVES ' TO DRAIN 13" d , ' d 00 SIDE VIEW • :A A. �'• 911, o (t_ 00 Oa 8" MINA BARS A 12" O. C. W 00 00 00 00 6" MIN. OF O.G. 0 95% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 -3/8' REI ATNE COMPACTION 0 0 0 0 0 0 0 0 0 0 0 0 SECTION TOP VIEW (POLYPROPYLENE STEP WITH 1/2" INTERNAL STEEL BAR) MANHOLE STEP DETAIL GENERAL NOTES 1. MANHOLE STEPS WHEN REPUIRED PER SECTION 302-8 SHALL BE STANDARD POLYPROPYLENE STEPS. THE TOP STEP SHALL BE NO MORE THAN 34" BELOW FINISH STREET GRADE AND NO LESS THAN 20" BELOW THE TOP OF -THE ECCENTRIC MANHOLE CONE. THE BOTTOM STEP SHALL BE 10" TO 20" ABOVE THE MANHOLE FLOOR. STEPS SHALL BE 12" ON CENTER AND SHALL BE IN VERTICAL ALIGNMENT OVER OUTGOING SEWER. 2. STRUCTURAL BACKFILL IMPERVIOUS MATERIAL 95% RELATIVE COMPACTION. 3. ALL CONCRETE SHALL BE CLASS "2" MINIMUM. 4. MANHOLE HEIGHT SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PLOMMI 02/25/2010 k\ \ \Osv Rs✓�08\ \' '3\S-'� 9 Revisions Date Desc DATE: 8-18-1995 COUNTY OF KERN STANDARD PRECAST PLATE NO. 4/9/09 RtVISED DESIGNED BY: STATE OF CALIFORNIA A.A. DEVELOPMENT MANHOLE DRAWN BY: D.M. STANDARD S - 5 CHECKED BY: G.F. O z 00 7 \ V w < W a ' C) 2 z (D a- OU !6- (D 3;W O z 00 of p Q (n 0 FW_Q_ C)2 z� W U az6 a0 a 2W ` Q O> O>_ UQ�Q W W (n u) J~ � _j U a g z u- W O W w _I Y� _j W H =g QO / z O N J 00Q0 �j Vj W - W Q 00000 X // \� H W m W 00000 \� \/\ w � Q (� %0J 00%J 0 ��j � / - WIXW U)_ \\� �, o � O O O�� N NZ1w-� �0 wwzw > 00o N 0 / = p0 op° \� \\ W W 2 X J °O°O 0000 % \ j -W< �ztY 0 0 �� �'� W O°0°ououo �/ \/ W o » � - w o°o°\/ �/� UW0I �W(D 000 00 \\� /\ Q Q O X z 2 W 00 a-Wt-w o 0 i1 = Q co O� WWp WZ() Z� JW NXQ�W mZJ z(D�� � a zzgU2-611 -WOQz`QWQW 0E--OOf i~DgjW< W0 _ W�z U_u-zW m_zQVQmWQWWI cWDQH� _1-W �J��H0U)0 - Q �W Fz�z �W�za_jzco0UmQ 0- 6i 0W MW�� QQ(Yj- 0 owz PWLu O (D <(gIt_Q �X Q JQI-== 'SRO z aQ ma02 a)W�c•, QU(nU() <al- N d- L6 Revisions DATE: 61a-1995 COUNTY OF KERN Dote Desc STATE OF CALIFORNIA DEVELOPMENT PLATE NO. 10/12/09 REVISED DESIGNED BY: A.A. BACKFILL REQUIREMENTS DRAWN BY: STANDARD ON A/C STREETS R-67 D.M. CHECKED BY: G.F. ••• I SLOPE SHEL I TO DRAIN A L A REMOVE PORTION OF DROP PIPE TO CONNECT AS SHOWN STOPOVED WATER 3/8" DIA. ALUMINUM STRAP ALLOY 6061-T6 WEIR DETAIL THEN PERMITTED 'TION 302-8 W 7 TOP OF PIPE BELL ) SERVE AS WEIR _E DETAIL THIS SHEET. L 3/8" DIA. ALUMINUM PIPE STRAP (TYPICAL, NOT TO EXCEED 4' ON CENTER SPACING) DROP TO BE THE SAME SIZE AS THE INCOMING SEWER, SHALL BE CONSTRUCTED OF P.V.C. SEWER PIPE AND SHALL BE CONSTRUCTED SO AS TO BE REMOVABLE BY MAINTENANCE CREWS FOR CLEANING WHEN THE DROP SECTION BECOMES PLUGGED. THE BOTTOM ELBOW OF THE DROP SECTION SHALL BE IN AN OPEN TROUGH SLOPED TO THE OUT -GOING SEWER. v #4 BARS 0 12" O.C. v / 1 6" MIN. O.G. ® 95% ••,/ RELATIVE COMPACTION SECTION B-B SECTION A -A KOM. 02/25/2010 �\ \ •\�-�\�"%�\�-�\3\S-+mow Revisions DATE: Date Desc 6-14-1995 COUNTY OF KERN PLATE N0. os/ RIDIM DESIGNED BY: STATE OF CALIFORNIA-STANDARD DRAWN BY: ` AA DEVELOPMENT INSIDE DROP D.M. STANDARD S - 4 CHECKED BY: MAN N 0 LE G.F. Future Streets or Existing Paved Knish Grade Unpaved Areas Street /Alley Existing Pavement 2.5' of 959 relative compaction in paved streets and alleys ' Backfill compacted to 907 relative compaction ' -see Tdle Below Taye Brow Upper limit of pipe zone shall be 1.0' Bockfill in pipe zone compacted above top of pipe at its highest point. to 9011. relative compaction. _ _ Spring/ine See Note 3 on page 2. _--- - _- --_ - Pipe Haunch 6.0" Bedding Material Pipe or Conduit for Flexible Sewer Pipe, Outside diameter O.D. of pipe as see Note 3 on page 2. i PP measured at pipe bell. NOTES 1. All workmanship and materials shall conform to the applicable sections of the specifications entitled 'State of California, Department of Transportation, Standard Specifications", hereafter known as `Standard Specifications ; current City approved edition. 2. A current Street Permit issued by the City of Bakersfield Public Works Department must accompany all work within the City right-of-way. SEE PAGE 2 FOR ADDITIONAL NOTES TRENCH WID TH REQUIREMENTS PIPE SIZE ADDI TONAL TRENCH WIDTH (-W-) Inside Diameter of Pipe Compacted Select or Native Material Bockfill Class / Material (gravel) or 2 Sack S/urr Backrill less than 12" 12 0" 4.0" 12" up to 24" 12.0" 6. 0" larger than 24" 18.0" 12.0" x F. p °o O My rnW v� o� wo E: z W Y W m� o� c- M W0) 00 co w w " z w Q M Urn w J C6 LO �Co z o � J M F- = IW- o � > C:)Q CL U Y z m O z a Z V W W W a 5; of Z O W CL U) > a) Z O of > W c 4 tl N 0 N W O (0 0 w QROF ESS/0�, U L SONG �Fy O N � m Lu RC 38 5 M s-1 C' V ,\, FOF CAk-�F E I� JOB No.: 1681.19 FILE: SEWER PLAN DATE: 06/17/2021 DRAWN BY: JPO CHECKED BY: JHH SCALE: NO SCALE SHEET r., SW2 6-.2-716 Rev 2 OF 4 SHEETS XALAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 4.DWG 6/22/2021 11;36 AM V € STUB SEWER LINE ' 5' PAST RNV INV ELEV = 376.06 W W G CARDALL HOLDINGS LLC APN: 368-190-57 W 00 I uj jj( I v co I Q _.,. w 0 E z KOREAN PRESBYTERIAN CHURCH c g MORENO INVESTMENT INC I SAGERIDER WEST LLC w o0 OF BAKERSFIELD INC Y w 3 I APN: 368-190-66 APN: 368-190-38 I m 3 ' I APN: 368-190-36 I � I o� ' I w - OD I w� z n INSTALL 5 L.F. 8 SDR-35 PVC N SEWER LINE STUB (PLUG AND I D DL�W jW STA: 12+58.33CAP FOR FUTURE CONNECTION) STA: 13+77.44 STA: 15+12.35 co INSTALL 22.9 L.F. 4 SDR-35 PVC SEWER LINE @ S=0.01EXISTING INSTALL 22.5 L.F. 4" SDR-35 INSTALL 22.5 L.F. 4" SDR-35 z o___fF WATER MAIN PVC SEWER LINE @'S=0.01 PVC SEWER LINE S=0.01(FUTURE) @ c i w FUTURE FUTURE wW W W® INSTALL 5 L.F. 8" SDR-35 PVC � I �= `�" _ � G p � G G I - � �� ��~ S00° 49' S9"V G G SEWER LINE STUB (PLUG AND INSTALL 52 L.F. 6" SDR-35 I CAP FOR FUTURE CONNECTION) PVC SEWER LINE @ S=0.01 __--- S8 ss S8 S8 S ss - ss ss S8 00 S06-5Vi4rF __-- _ S8 18" STORM DRAIN INVERT = 376.38 QQ Ss 8" SEWER INVERT = 375.55 INSTALL SEWER LATERAL _ WYE AND STUB TO EDGE OF A S8-- A STA: 11`76.94 37.80 LT. TRENCH FOR FUTURE INSTALL 285.3 L.F. INSTALL 179.2 L.F. B C CONNECTION BY OTHERS 8" SDR-35 PVC SEWER LINE Ss 8" SDR-35 PVC SEWER LINE I CON TRUCT SSMH #2 RI ELEV. = 382.81± (TYPICAL IN COUNTY RM) WEST LINE OF SECTION 29 8" INV N.-S. = 374.92 8" INV E. = 375.02 A - - - - - - 12+50 - - 13+00 - - 13+50 14+00 B C STA: 10+00.00 - 38.94 LT. -- - 11 +50- CONSTRUCT SSMH #1 RIM ELEV. = 382.52± 11+�40 "I .................. -1 8" INV N.-S. = 375.37 f 10 50 6" INV E. = 375.54" 10+00 CALLOWAY DRIVE (CO RD NO. 360) 9+50 CONMUCT ON NOTES CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER TYPICAL TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN STANDARD PLATE NO. S-1 AND BACKFILL TRENCH AND PATCH PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO. R-67. © INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 C INSTALL CAST IRON MANHOLE AND FRAME COVER PER COUNTY OF KERN STANDARD S-8. D INSTALL 4" SDR-35 PVC SEWER LATERAL WYE AND STUB TO EDGE OF TRENCH FOR FUTURE CONNECTION BY OTHERS REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 AND SIDEWALK PER COUNTY OF KERN STANDARD R-53. CONTRACTOR TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. F CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER TYPICAL TRENCH SECTION IN PAVED AREAS PER CITY OF BAKERSFIELD STANDARD PLATE NO. ST-12 AND BACKFILL TRENCH AND PATCH PAVEMENT PER CITY OF BAKERSFIELD STANDARD PLATE NO. ST-11. ©REPLACE CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST-1 AND SIDEWALK PER STANDARD ST-5. CONTRACTOR TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. INSTALL 4" SDR-35 PVC SEWER LATERAL PER CITY OF BAKERSFIELD STANDARD SWA. 390 388 386 384 382 380 378 376 374 372 370 368 366 364 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 NOTE: CONTRACTOR TO PLACE IDENTIFICATION TAPE OVER SEWER MAIN AND LATERAL WITHIN THE RIGHT OF WAY 20 0 10 20 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' CIL INTERSECTION STA 1 �0+00.00 +62.45 - CALOWAY DRIVE STA: - SLIKKER DRIVE 0 CALLO DRIVE STA: 10+00 TO 15+50 3.1 9 > `ID L = w E o S8 S S8 S8 o d W_ << STA: 14+58.77 - 32.50 LT. B C A V ,J a CONSTRUCT SSMH #3 RIM ELEV. = 382.59± v ♦a Y 8" INV N.-S. = 374.21 V 0 8" - �• Q oa z 15+00 15+50 Q o 0 a INSTALL 5 L.F. 8" SDR-35 PVC SEWER LINE STUB (PLUG AND CAP FOR FUTURE CONNECTION) LEGEND: AC - ASPHALT CONCRETE EP - EDGE PAVEMENT FL - FLOWLINE CL - CENTERLINE TOP - TOP OF BASIN BOT - BOTTOM OF BASIN DEP. - DEPRESSION STA. - CENTERLINE STATION EX. - EXISTING R/W - RIGHT OF WAY BCR - BEGIN CURB RETURN ECR - END CURB RETURN SDMH - STORM DRAIN MANHOLE SSMH - SANITARY SEWER MANHOLE -$- - STREET SIGN - EXISTING FIRE HYDRANT i-�-. IT - STREET LIGHT, 150W HPS - EXISTING SPOT ELEVATIONS - EXISTING WATER LINE - EXISTING SEWER LINE EXISTING OVERHEAD ELECTRICAL LINE - EXISTING STORM DRAIN LINE EXISTING IRRIGATION LINE -- - EXISTING JOINT TRENCH - EXISTING IMPROVEMENTS W - PROPOSED WATER LINE S , - PROPOSED SEWER LINE SD - PROPOSED STORM DRAIN LINE U1 - PROPOSED JOINT TRENCH G - PROPOSED GAS LINE IRR - PROPOSED IRRIGATION LINE - EXISTING GATE VALVE (4"-12") BUTTERFLY (>12") ►� - NEW GATE VALVE (4"-1211) BUTTERFLY (>12") U?O -! � U*) MIN 06 (� (� M 0 O W w w o P w EXISTING PROFILE @ CENTERLINE w 06ItY -' O Z - z : �+ (0 p� 0� �0- HUU <CU 36" MIN COVER. i 36" MIN COVER --- ----- ----- _--_ ------- EXISITNG8 WATER MAIN --- j ------ - - -- E ISITNG8"WATERMAI ------ ----- - --- ------ �- --- ----- ----- ----- ----_ 1 EXISTING 18" STORM DRAIN LINE INV = 376.38 TOP = 1 OF 8" SEWER 375.55 8" PVC SEWER MAIN (S=0.9025) J 8" PVC SEWER MAIN S=0.0025 Hj G 1�lb JG�• I 3 Arc ,,�� I INSTALL 179.9 L.F. PVC SANI ARY SEWER I I INSTALL 285.3 L.F. PVC SANITARY SEWER 390 388 386 384 382 w 380 v, 378 rw^^ 376 374 372 llV 370 368 366 364 z U w w w o z 0 W � z w 0 w w z g 0- ■■■■■ems QRpFESS/0N HUL q q�F w R 38265 m X C I V 1 \. 9�FpFCp,L\Fp�- < W LO 0 + • i, • C cl) zc) < z c) U) < JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 06/17/2021 DRAWN BY: JPO CHECKED BY: JHH SCALE: 1 "=20' SW3 3 OF 4 SHEETS X:\LAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 4.DWG 6/17/2021 6:37 PM 6.2-716 Rev OD 0000 C) 0 0 DIAZ FAMILY TRUST 2005 APN. 368-190-37 �D RETIREMENT TRUST APN., 368-190-45 MUKAND S. & TEJEANT K, SANDHU Ce) 0 uj 0)(0 0 APN. 368-190-46 SANDRINI CALLOWAY INC E: z co V I APN. 368-190-48 C> ZS w t= JH co =) co co _(0 FD STA- 16+22.60 STA: 17+37.64 STA: 19+46.15 - 61.54 LT. EX SSMH TIE-IN w INSTALL 22.5 L.F. 4" SDR-35 PVC SEWER LINE @ S=0.01 (FUTURE) I EXISTING INSTALL 13.5 L.F. 4" SDR-35 PVC SEWER LINE @ S=0.01 (PLUG AND CAP FOR - RIM ELEV. = 381.19 8" INV S. 369.79 8" INV W. 369.89 C14 00) W I - _j d) Lo WATER MAIN CONNECTION BY OTHERS s s CO .-. 1 0 DO DO 0 cy) W ;WON 0 -------------- 0 Bu 0 DO DO G G Gj - G %_0�5-r � G G 10 G G L6 G - G G VV G INSTALL 29.0 L.F. W w uj 68 S8 S8 S8-- 8 S8 S8- S8- S8- G S8 S8 G�oo. -46,55.W G G 8" SDR-35 PVC SEWER LINE G S8 G G INSTALL SEWER LATERAL INSTALL 425.9 L.F. co to S8 F C) > WYE AND STUB TO EDGE OF 8" SDR-35 PVC SEWER LINE INSTALL SEWER I F STA: 18+84.66 - 32.50 LT. INSTALL 61.8 L.F. flo w a. TRENCH FOR FUTURE LATERAL TO FACE EO OF CURB ONLY c� CONSTRUCT SSMH #4 RIM ELEV. = 381.07± 8" SDR-35 PVC SEWER LINE STA: 19+46.48 - 32.50 LT. C) < CONNECTION BY OTHERS CONSTRUCT SSMH #5 (TYPICAL IN COUNTY R/W) 8" INV N. 373.15 8" INV W. = 370.39 INSTALL 46.5 L.F. 8"SDR-35 PVC SEWER LINE RIM ELEV. = 380.77± 8" INV S. 370.29 co 8" INV E. = 369.97 15+50 16+00 -16+50 17+00 co 8" INV N. = 370.07 1 17+50 18+00 18+50 9+00 19+50 20+00 z 4- 20+50 < 126 z 0 CALLOWAY DRIVE (CO RD NO. 360 C/L CALLOWAY DRIVE STA: 18+55.54 REPLACE MEDIAN CURB & STAMPED CONCRETE (D z C/L HARVEY COURT STA: 10+00.00 L F PER COB STANDARD ST-2 & L-12 I.- w U) W L CITY OF BAKERSFIELD w 0 z 0 COUNTY OF KERN w a. Fn > cf) Z 0 W W w CALLO DRIVEQ ::�. I z g X CONSTRUCTION NOTES STA: 15+50 TO 21+25.77 REMOVE PLUG AND CAP AND CONNECT TO EXISTING 8" VCP DRY SEWER LINE PER TRACT CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER cl) NO. 4794 IN HARVEY COURT. INSTALL RC LEGEND: c1q C) w FA-i TYPICAL TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN STANDARD PLATE NO. S-1 AND BACKFILL TRENCH AND PATCH SERIES 8 COUPLER OR APPROVED EQUAL. AC - ASPHALT CONCRETE Q I- C) I. - < PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO. R-67. ELEVATION = 370.69± (VERIFY) EP FL - EDGE PAVEMENT - FLOWLINE CD C> RB INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 CL - CENTERLINE > TOP - TOP OF BASIN 0 z INSTALL CAST IRON MANHOLE AND FRAME COVER PER COUNTY OF BOT DEP. - BOTTOM OF BASIN DEPRESSION KERN STANDARD S-8. - STA. - CENTERLINE STATION f E S slo INSTALL 4" SDR-35 PVC SEWER LATERAL WYE AND STUB TO EDGE OF ❑ TRENCH FOR FUTURE CONNECTION BY OTHERS EX. - EXISTING a,() VAUL8 e Y\- 0 R/WHOFWA CR - BEGIN CURB RETURN (P REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 ECR - END CURB RETURN nE AND SIDEWALK PER COUNTY OF KERN STANDARD R-53. CONTRACTOR TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. SDMH SSMH - STORM DRAIN MANHOLE - SANITARY SEWER MANHOLE CE 3 265 m e - STREET SIGN s RF CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER STA: I �cy i - EXISTING FIRE HYDRANT C I V IL `�'OFCA TYPICAL TRENCH SECTION IN PAVED AREAS PER CITY OF BAKERSFIELD 7+55.00 -STREET LIGHT, 150W HPS STANDARD PLATE NO. ST-12 AND BACKFILL TRENCH AND PATCH EXISTING SSMH #3 PAVEMENT PER CITY OF BAKERSFIELD STANDARD PLATE NO. STA 1. RIM ELEV. = 379.04± J - EXISTING SPOT ELEVATIONS 8" INV E. 371.15 FGi REPLACE CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD 8" INV W. 371.19 - EXISTING WATER LINE STA AND SIDEWALK PER STANDARD ST-5. CONTRACTOR TO REMOVE - EXISTING SEWER LINE AND REPLACE TO NEAREST EXPANSION JOINT. - EXISTING OVERHEAD ELECTRICAL LINE 0INSTALL 4" SDR-35 PVC SEWER LATERAL PER CITY OF BAKERSFIELD - EXISTING STORM DRAIN LINE - EXISTING IRRIGATION LINE STANDARD SW 1. - EXISTING JOINT TRENCH Ell - EXISTING IMPROVEMENTS n i INSTALL STANDARD INSIDE DROP MANHOLE PER COUNTY OF KERN --------- W -PROPOSED WATER LINE STANDARD S-4 S- - PROPOSED SEWER LINE -SD- -PROPOSED M DRAIN LINE NOTE: 20 0 10 20 Ul - G - - PROPOSED JOINT - PROPOSED GAS LINETRENCH w CONTRACTOR TO PLACE IDENTIFICATION IRR - PROPOSED IRRIGATION LINE - EXISTING GATE VALVE (4"-12") BUTTERFLY (>12") > I TAPE OVER SEWER MAIN AND LATERAL HORIZONTAL SCALE: 1 20' - NEW GATE' VALVE (4"-12") BUTTERFLY (>12") z WITHIN THE RIGHT OF WAY VERTICAL SCALE: 1" = 4' I I IiL < W 0 N U. + ��0T W W CN 390 I.-: g +1 F Lf) +1 F,� z * I-- T- 390Q 3: IL 0 _j C) a F% _j C) X: rl- q w its C) LO W 0 388 cy) c') (D I (y) (0 388 O. z c) LO I F- 0 F-❑ OD > U) w + 386 EXISTING PROFILE F- w co_j Iq F_ co X 111 11- w i 386 Q - Z LO @ CENTERLINE co z + 0) z + U) 'r- 384 384 U. _- U) c 0 ♦� 382 382 36" Mill COVER 36" MIN COVER ❑ 380 -------- 380 EXISITNG 8' WATER MAIN EXISITNG 8" WATER MAIN 378 378 Lu mwmw*jr� 376 374 --"VC­SEW`ER-'111%fl1� 374 [5: 5 71 JOB No.: 681.19 Z 372 372 DWG FILE: SEWER PLAN 8" PVC SEWER IMAIN (S=0.0033) DATE: 06/17/2021 to PVC SEWER MAIN (S=0.0036) DRAWN BY: JPO 8" 370 \e1*1 370 0 I A.e` �`�,�. !261 CHECKED BY: JHH SCALE: 1 =20' 368 Z�Q U g 368 SHEET ti ; 1 INS:! LL 425.9 L.F. PVC SANITARY SEWER INSTALL 61.8 L. F. PVC 366 1 364 SANITARY SEW R 366 364 SW4 15+50 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 4 OF 4 SHEETS XALAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 4.DWG 6/17/20216:37 PM 6.2-716 Rev