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HomeMy WebLinkAbout6.2-716STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE KERN COUNTY DEVELOPMENT STANDARDS AND OTHER COUNTY ADOPTED POLICIES. 2. MANHOLE FRAME AND COVERS SHALL BE ALHAMBRA A-1270, OR APPROVED EQUAL, CONFORMING TO ASTM A48-83 CLASS 35B AND H2O -44 HIGHWAY LOADING. CAST INTO THE TOP OF THE COVER SHALL BE THE LETTER DESIGNATIONS "SEWER" AND "KCSD". ONLY TWO PICKHOLES SHALL BE PROVIDED IN THE COVER, ONE PICKHOLE IN THE BODY OF THE COVER AND ONE 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 MATERIAL SHALL 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. LANDMARK SURVEYING AND ENGINEERING 3101 N. SILLECT AVE, SUITE 103 BAKERSFIELD, CA 93308 PHONE: (661) 859-1923 CONTACT: MICHAEL DAUSTER THE FOLLOWING 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 OFFSITE SEWER PLAN 1710 GALLOWAY DRIVE KERN COUNTY, CALIFORNIA SECTION 29, T.29S., R.27E., M.D.M. I I �I I VERDUGO LANE II PLANNED SEWER AREA BOUNDARY I] C SLIKKER DRIVE II PROJECT 0 I BENCHMARK ELEVATION = 382.51 uj uj2 IW co I I I I W 4,w-1:5 SHELLABARGER ROAD— i I � I Q F COUNTY OF KERN 71I � CITY OF BAKERSFIELD I co I I I -- -- I W HARVEY COURT co co LL I L. I I I I I I �I I I i_j INDEX MAP NOT SHOWN PROJECT LOCATION -en•: rrtlNr D. j _ L a - - t /Air's; . 41 T`rr. VICINITY MAP NO SCALE MATERIALS LIST 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 Ile][" IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), 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. e APPROVED BY:''{, P CRAIG M. POPE, R.C.E. 37035 DATE KERN COUNTY DIRECTOR OF PUBLIC WORKS - REVIEWED BY. 10-3a -Zo 2c7 STUART PATTESON, R.C.E. 44898 DATE CITY OF BAKERSFIELD ASSISTANT 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 ADVISORY AGENCY 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: % `.%�� /� ``"�•' HN H. H SO , SR. R.C.E. 38265 DATE QR/OF ESS/ON Y\.HULg09<1� co p� L 2 s c 3 z w RCE 38265 m J�gTFOF CAL\FO��\P Lu z Q 0 LLI Q Lu Lu 3: �: = O Lu W Lu _I LU J F- 0 ILL CD LL 0 r JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 09/21/2020 DRAWN BY: JPO CHECKED BY: JHH SCALE: NO SCALE SHEET swi 1 OF 4 SHEETS X:\LAND PROJECTS\1681.19 PAUL DHANENS - DR CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 2.DWG 10/6/2020 8:26 AN CeOG W Ln W LD Cie ..n QR/OF ESS/ON Y\.HULg09<1� co p� L 2 s c 3 z w RCE 38265 m J�gTFOF CAL\FO��\P Lu z Q 0 LLI Q Lu Lu 3: �: = O Lu W Lu _I LU J F- 0 ILL CD LL 0 r JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 09/21/2020 DRAWN BY: JPO CHECKED BY: JHH SCALE: NO SCALE SHEET swi 1 OF 4 SHEETS X:\LAND PROJECTS\1681.19 PAUL DHANENS - DR CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 2.DWG 10/6/2020 8:26 AN COUNTY OF KERN - GENERAL NOTES 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) 862-5000 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM THE OFFICE OF THE COUNTY ENGINEER FOR ALL WORK TO BE PERFORMED IN CITY RIGHT- OF -WAY. 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, 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/CITY OF SHAFTER. 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, II, 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 23° 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. 12. 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, w > w Revisions Date Desc J Q Ef, 1.0" PATTERN_�l 1.0" PATTERN cif LETTERS, 0.125" LETTERS, 0.125" .625" PATTERN w _ Q cV Z COUNTRY OF ORIGIN HIGH Q d Of I C:) U O [ifQ SURFACES N Q Fh W a- _c)f LTJ a < TAPER OVER V1 n N IN A QUICK -DRYING, JET-BLACK ASPHALTIC COMPOUND TO FRAME J _.M�..!t�1'I' top it Pyre be cY LIfC t1�LmErer U Q 4. ALL FRAMES AND COVERS SHALL BE GRAY CAST IRON, FREE EXCAVATE FOR BELL STREET SURFACE SEE BACKFILL REQUIREMENTS STREET STANDARDS PER PLATE R -67/R-68 Z O Uft� w QUJLl COCl 0 : LL - U c"l 0 000 a) F F- �1 I FOUNDATION FOR UNSUITABLE MATERIAL 6" MIN. IF REQUIRED PLOTTED: 02/25/2010 :\D-Mrg\M ht-\DEV_STD\REVD_09\Dgk_J\J\S-1.d�q Revisions DATE: Date Desc 6-16-1995 COUNTY OF KERN 6/02/05 Imr. Compaction DWth DESIGNED BY: STATE OF CALIFORNIA TYPICAL DRAWN BY: DEVELOPMENT TRENCH SECTION A.LUNA STANDARD IN PAVED AREAS S-1 CHECKED BY: RDM 1.375" EE 2.0' T CLEAR OPENING o 32.5" 1.0' 10.5" 0.75" 0.625" DETAIL "A" 3'0" n 10" CLEAR OPENING 0.5" 17" 1.0" PATTERN 1.5" SELF LETTERS, 0.125" DRAINING BLINDHIGH PICK HOLE 2.0" PATTERN LETTERS, 0.125" A HIGH A E SEWER NOTE 11. 1.0" DIA. CENTER HOLE NOTCH LID TOS SEE NOTE 11. Revisions Date Desc FIND PICK HOLE COUNTY OF KERN STATE OF CALIFORNIA DEVELOPMENT STANDARD 1.0" PATTERN_�l 1.0" PATTERN - 5 LETTERS, 0.125" LETTERS, 0.125" .625" PATTERN HIGH HIGH. LOCATION FOR LETTERS, 0.125" COUNTRY OF ORIGIN HIGH NOTES: CHECKED BY: G.F. 1. ALL FRAMES AND COVERS SHALL BE TESTED FOR ACCURACY 1/32" OF FIT AND SHALL BE MARKED IN SETS PRIOR TO DELIVERY. MACHINED .,d&4v SURFACES 2. THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS SHALL BE MACHINED FOR A SMOOTH NON -ROCKING FIT BETWEEN 10.5" THE TWO CASTINGS. TAPER OVER 3. CASTINGS SHALL BE THOROUGHLY CLEANED AND DIPPED TWICE IN A QUICK -DRYING, JET-BLACK ASPHALTIC COMPOUND TO FRAME PROVIDE A PROTECTIVE COATING. _.M�..!t�1'I' top it Pyre be cY LIfC t1�LmErer t r� Ll P T7P to I t 1r DETAIL "A" 4. ALL FRAMES AND COVERS SHALL BE GRAY CAST IRON, FREE FROM WARPS, CRACKS, HOLES, SWELLS AND COLD -SHOT, AND SHALL HAVE A WORKMANLIKE FINISH. 8. MANHOLE COVERS SHALL HAVE A SELF DRAINING BLIND PICK ?tf�'tAJ j'ti�7l':s5; tr Ij�'/fy l�?fT:; HOLE UNLESS OTHERWISE APPROVED BY THE DIRECTOR. 5. CASTING SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR GRAY -IRON CASTINGS, SERIAL DESIGNATION ASTM: A-48 9. THE 2.0" PATTERN LETTERS ON THE MANHOLE COVERS (LATEST REVISION), CLASS NO. 30B. SHALL HAVE ONE OF THE FOLLOWING DESIGNATIONS: DRAIN OR SEWER 6. THE NAME OF THE MANUFACTURING COMPANY SHALL BE 10. ASSEMBLY SHALL BE DESIGNED FOR HIGHWAY LOADING OF HS 20-44. ON THE UNDERSIDE OF THE COVER. jGc ASN L� .�'' ,1fEti�nd "L I�u ?few-* Imd#i su�vfe'' r6ml o- 7. MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 LBS. 11. 2.0" X 1.0" DIAMOND MAT 0.125" DEEP. NOR MORE THAN 250 LBS. THE COVER SHALL WEIGH S. �L',t_r.Y•T'� rft"mow *A' 1ti�t 81 Lard -.W the (er�.T��+iVR- NOT LESS THAN 120 LBS. NOR MORE THAN 200 LBS. 1�Lh�LLATpl Ltflp1l [he 'LI7.ttL Y� l� OP j S W ,,� �:'[ ♦caNYrvP F/ l?Y.T rI'Lt�[4,: it.1C fitrGw Revisions Dote Desc DATE: 02-24-1995 COUNTY OF KERN STATE OF CALIFORNIA DEVELOPMENTS STANDARD (rlyt0erl: rht !tet. rrrLT t.Ls h1 tlr• htto" wffi h4: fw,6 STAN DAR D FRAMES AND COVERS FOR MANHOLES & CLEANOUTS -- - -8 2/26/09 REMO DESIGNED BY: A.A. A DRAWN BY: D.M. t XOJ ww 4Y tk%70y (mtl'• Tal :J`iAy 0 _rill I ftl'' t�!L=ISR' 17117iflilL� 't�17t� Ap 1^-1Cfl� i'I fiY1r ki E4fC#5 d c 1E' CHECKED BY: G.F. rix (*,a'' kwe..) a-- h!?aAr•1.mv ), ,10 ,wfi ii* of the, CONE (GRADE RING) PRECAST �5 3/4ECCENTRIC CONE ' O 4'-0' GROOVED & MORTAR �'> r 3- MIN. O �I 8" MIN. BARS • 12" 0. C. 6" MIN. OF O.G. O 95% RELATIVE COMPACTION 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. LOCATE MANHOLE - COVER OVER OUTFLOW BRANCH SHELF SASE WALL PLAN SLOPE SHELVES TO DRAIN 13" `o SIDE VIEW m 10 . . . . . . . .. . j . . . . n rn 7793/8- . TOP VIEW (POLYPROPYLENE STEP WITH 1/2" INTERNAL STEEL BAR) MANHOLE STEP DETAIL PLOTTED: 02/25/2010 I:\Droftirp\Archive\Dev_Std\Rev'd-09\Diela_3\3\S-5.d"p Revisions Date Desc DATE: 8-18-1995 COUNTY OF KERN STATE OF CALIFORNIA DEVELOPMENT STANDARD STANDARD PRECAST MANHOLE - 5 4/9/09 REVISED DESIGNED BY: A.A. .3.0, be)E it boot a( cut, e+. 6iL*V �{ :�ileffif F't DRAWN BY: D. M. CHECKED BY: G.F. 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CONSTRUCT SSMH #1 RIM ELEV. = 382.52± 8" INV N. -S. = 373.49 6" INV E = 373 66 STUB SEWER LINE 5' PAST R/W INV ELEV = 374.18 -- W .STALL 52 L.F. 6" SDR -35 PVC SEWER UNE @ S=0.01 Ss S8 A cc CARDALL HOLDINGS LLC APN: 368-190-57 W Ir Y J Uj w S8 I �L- S08o2=„E, S8 A I � x I I W MORENO INVESTMENT INC I KOREAN PRESBYTERIAN CHURCH SAGERIDER WEST LLC I OF BAKERSFIELD INC APN: 368-190-66 I APN: 368-190-38 I - APN: 368-190-36 t I I _ Ln I � I Q STA W - 0 -S$ -- _S8 B CONSTRUC110N NOTES 00 �2 U) M m INSTALL 5 L.F. 8" SDR -35 PVC SEWER LINE STUB (PLUG AND CAP FOR FUTURE CONNECTION) STA: 12+58.33 INSTALL 17.94 L.F. 4" SDR -351. KI STA: 13+77.44 I STA: 15+12.35 I I ,_ STA W - - W -S$ -- _S8 B STA: 11+76.94 - 37.50 LT. PVC SEWER LINE @ S=0.01 EXISTING INSTALL 17.52 L.F. 4 SDR -35 INSTALL 17.51 L.F. 4" SDR -35 III , � (PLUG AND CAP FOR WATER MAIN PVC SEWER LINE @ S=0.01 I PVC SEWER LINE @ S=0.01 CONNECTION BY OTHERS) (PLUG AND CAP FOR (PLUG AND CAP FOR T4- - - - - - - - CONNECTION BY OTHERS) - - I CONNECTION BY OTHERS) w W w w W w w I -- I I- E _ S00° 49' 59"W E w w w -------�-� -� L -E ill S S8 SB S8 S8 S8 8 S8 S S8 S8 INSTALL SEWER LATERAL A 10 u+ (WE ONL YY) FOR FUTURE INSTALL 285.3 L.F. A CONSTRUCT SSMH #2I " I 8" SDR -35 PVC SEWER LINE CONNECTION BY OTHERS Ln INSTALL 179.9 L.F. RIM ELEV. = 382.81± STA: 14+58.77 - 37.50 LT. B C J 8" SDR -35 PVC SEWER LINE I 8" INV N. -S. = 372.87 M CONSTRUCT SSMH #3 WEST LINE OF SECTION 29 8" INV E. = 372.97 RIM ELEV. = 382.59± f 8" INV N. -S. = 371.88 V 12+50 13+00 8" INV W. = 371.98 11+50 11+00 I - ��� - �- CALLOWAY DRIVE (CO RD NO. 360) 9+50-- -� - - -- - - 13+50 14+00 14+ - T �- - + - - - -- - - -I- - �_ - 50 15+00 - - 15+50 Q CIL INTERSECTION STA: 10+00.00 - SL/KKER DRIVE I INSTALL 5 L.F. 8" SDR -35 PVC SEWER LINE STUB (PLUG AND CAP FOR FUTURE CONNECTION) JIB N 00U% 00 � U) II I o =)W oI w � + w Z ry �O F U 1 1 36" MIN COVER 36" MIN COVER - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - EXISITNG 8" WATER MAIN EXISITNG 8" WATER MAIN r -EXISTING PROFILE @ CENTERLINE J* I N +I - F_�'�� = 00 J 390 I L0 0 C14'0 0 LEGEND: CONSTRUC110N NOTES 00 �2 U) M m CALLOWAYDRIVE 8" PVC SEWER MAIN (S=O.0035) AC ASPHALT CONCRETE � AC0 r )c" -- ---------------- W CIof EP -EDGE PAVEMENT + 386 u)� NOTE: �Zo o FL FLOWLINE 0 CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER I STA: 10+00 TO 15+50 CL CENTERLINE 0 TYPICAL TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN CONTRACTOR TO PLACE IDENTIFICATION 8 �A,�B 372 TOP TOP OF BASIN 370 STANDARD PLATE NO. S-1 AND BACKFILL TRENCH AND PATCH INSTALL 179.9 L.F. PVC SANITARY SEWER 368 INSTALL 285.3 L.F. PVC SANITARY SEWER BOT BOTTOM OF BASIN PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO. R-67. TAPE OVER SEWER MAIN AND LATERAL 364 15+00 DEP DEPRESSION 9+50 WITHIN THE RIGHT OF WAY 10+50 11+00 11+50 12+00 STA. CENTERLINE STATION © INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 EX. -EXISTING RNV RIGHT OF WAY ©INSTALL CAST IRON MANHOLE AND FRAME COVER PER COUNTY OF BCR BEGIN CURB RETURN KERN STANDARD S-6 AND S-8. ECR END CURB RETURN SDMH STORM DRAIN MANHOLE INSTALL 4" SDR -35 PVC SEWER LATERAL TO R/W AND PLUG AND CAP SSMH SANITARY SEWER MANHOLE FOR FUTURE USE BY OTHERS, STREET SIGN EXISTING FIRE HYDRANT REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 EE] AND SIDEWALK PER COUNTY OF KERN STANDARD R-53. CONTRACTOR STREET LIGHT, 150W HIPS TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. 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 20 0 10 20 U1 PROPOSED JOINT TRENCH G PROPOSED GAS LINE IRR PROPOSED IRRIGATION LINE EXISTING GATE VALVE (4"-12") BUTTERFLY (>12") HORIZONTAL SCALE: 1" = 20' ►� NEW GATE VALVE (4"-12") BUTTERFLY (>12") VERTICAL SCALE: 1" = 4' JIB N 00U% 00 � U) II I o =)W oI w � + w Z ry �O F U 1 1 36" MIN COVER 36" MIN COVER - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - EXISITNG 8" WATER MAIN EXISITNG 8" WATER MAIN r -EXISTING PROFILE @ CENTERLINE J* I N +I - F_�'�� = 00 J 390 I L0 0 C14'0 0 CN t` c+ 00 �2 U) M m U) 8" PVC SEWER MAIN (S=O.0035) II c 388 � AC0 r )c" -- ---------------- W CIof W +cn_� + 386 u)� W �Zo o 0D' 0 � � I U 384 /Q?,OFESS/ON HUISOq! 'L �2 s, w R 38265 m > CIV �TFpFCA0- 0 W 1681.19 8" PVC SEWER MAIN (S=0.0034) DATE: 382 DRAWN BY J CHECKED BY: JHH 8" PVC SEWER MAIN (S=O.0035) 372 G !� � AC0 (9A ?8 )c" -- ---------------- 378 II I �I LL p Q W 376 o 370 a- 374 SA,Q� 368 8 �A,�B 372 6 /tisL 370 INSTALL 179.9 L.F. PVC SANITARY SEWER 368 INSTALL 285.3 L.F. PVC SANITARY SEWER 366 366 364 15+00 364 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 /Q?,OFESS/ON HUISOq! 'L �2 s, w R 38265 m > CIV �TFpFCA0- 0 W 1681.19 DWG FILE: SEWER PLAN DATE: 382 DRAWN BY JPO CHECKED BY: JHH 7 W Q Q 380 J -- ---------------- 378 II I �I LL p Q W 376 o a- 374 J 8 �A,�B 372 6 /tisL 370 Z 368 ULL_Q 366 L.L_ 15+00 364 /Q?,OFESS/ON HUISOq! 'L �2 s, w R 38265 m > CIV �TFpFCA0- 0 W 1681.19 DWG FILE: SEWER PLAN DATE: 09/21/2020 DRAWN BY JPO CHECKED BY: JHH 7 W Q Q -J J + LL p Q W Q� o a- Ov)Zo ~ Q Z ULL_Q LL O L.L_ � JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 09/21/2020 DRAWN BY JPO CHECKED BY: JHH SCALE: 1 "=20' SHEET SW3 1 3 OF 4 SHEETS X.\LAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 2.DWG 10/6/2020 8:26 AM DIAZ FAMILY TRUST 2005 I � MD RETIREMENT TRUS r MUKAND S. 8 2 I TEJEANT K. SANDHU APN:368-190-37 W W y APN.368-190-45 APN:368-190-46 I I °= LL Y W IOLa SANDRINI CALLOWAY INC 0 cc I APN.368-190-48 LAJ � s I D I I Z ❑ S STA: 16+22.60 STA: 19+46.15 - 61.54 LT. I I t7 INSTALL 17.50 L.F. 4" SDR -35 STA: 17+37.64 STA: 18+84� EX SSMH - TIE-IN 2c PVC SEWER LINE @ S-0.01 INSTALL 17.50 L.F. 4" SDR -35 I INSTALL 17.50 L.F. 4" SDR -35 RIM ELEV. = 381.19 (PLUG AND CAP FOR PVC SEWER LINE @ S=0.01 PVC SEWER LINE @ S=0.01 8" INV S. = 369.79 CONNECTION BY OTHERS) I EXISTING (PLUG AND CAP FOR I (PLUG AND CAP FOR 8" INV W. = 369.89 WATER MAIN CONNECTION BY OTHERS ... CONNECTION BY OTHERS) I + i - -- - - - - - - - - - - LV 7L W W W W --J- _ WJ W __ _ _ I'1 E ' W W W W W W W W -- S00° 51' 46"W L\_�g o w w w w ,N - SS S8 S8 S8 S8 -S8 S8 S8 S8 - S8 - S8 G S8 S00° 46' S5"W G 8" SDR -35 PVC SEWER LINE S8 INSTINSTALL 425.9 L.F. F JSTA: 18+84.66 - 37.50 LT. 8" SDR -35 PVC SEWER LINE B C INSTALL 61.8 L.F. CONSTRUCT SSMH #48" SDR -35 PVC SEWER LINE r ` r� RIM ELEV. = 381.07± STA: 19+46.48 - 37.50 LT. FB ­C V I " 8" INV N. = 370.39 INSTALL 51.5 L.F. CONSTRUCT SSMH #5 8" INV W. = 370.39 I �, I 8" SDR -35 PVC SEWER LINE RIM ELEV. = 380.77± 15+50 I 8" INV E. - 370.39 co 8" INV E. = 369.97 16+00 - 16+50 I 17+00 1 8" INV S. = 370.29 8" INV N. = 370.07 - � - --r- 17+50 18+50 $ 0 � � - �---- - 19+00 19+50 - 20+00 20+50 21+00 I I CALLOWAY DRIVE (CO RD NO. 360) REPLACE MEDIAN CURB & STAMPED CONCRETE C/L GALLOWAY DRIVE -STA: 18+55.54 C/L HARVEY COURT - STA: 10+00.00 L F PER COB STANDARD ST -2 & L-12 L - - - - - - - - CITY OF BAKERSFIELD ------------- COUNTY OF KERN ----------------------0-- --- U � I CALLOWAYDRIVEcc 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 caw TYPICAL TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN NO. 4794 IN HARVEY COURT. INSTALL RC ❑A STANDARD PLATE NOS 1 AND BACKFILL TRENCH AND PATCH SERIES 8 COUPLER OR APPROVED EQUAL. I390 388 (Y� 386 I 384 uj 382 w Z380 Imo' JI �I 378 "J 376 374 J 372 370 W - W 21+50 I - 4 - PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO R-67. \ ELEVATION = 370.69± (VERIFY) LEGEND: AC ASPHALT CONCRETE © INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 NOTE: EP -EDGE PAVEMENT CONTRACTOR TO PLACE IDENTIFICATION FL FLOWLI INSTALL CAST IRON MANHOLE AND FRAME COVER PER COUNTY OF © LKERN STANDARD S-6 AND S-8. TAPE OVER SEWER MAIN AND LATERAL CL CENTERLINE TOP -TOP OF BASIN WITHIN THE RIGHT OF WAY BOT BOTTOM OF BASIN INSTALL 4" SDR -35 PVC SEWER LATERAL TO RNV AND PLUG AND CAP DEP. DEPRESSION FOR FUTURE USE BY OTHERS. I I STA. CENTERLINE STATION EX. EXISTING REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 RNV RIGHT OF WAY [E AND SIDEWALK PER COUNTY OF KERN STANDARD R-53. CONTRACTOR BCR BEGIN CURB RETURN TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT ECR END CURB RETURN SDMH STORM DRAIN MANHOLE F CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER SSMH SANITARY SEWER MANHOLE TYPICAL TRENCH SECTION IN PAVED AREAS PER CITY OF BAKERSFIELD STA: 7+55.00 I e STREET SIGN STANDARD PLATE NO. ST -12 AND BACKFILL TRENCH AND PATCH EXISTING SSMH #3 I EXISTING FIRE HYDRANT PAVEMENT PER CITY OF BAKERSFIELD STANDARD PLATE NO. ST -11. RIM ELEV. = 379.04± i - STREET LIGHT.. 150W HIPS REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 8" INV E. = 371.15 © AND SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5. 8" INV W. = 371.19 EXISTING SPOT ELEVATIONS CONTRACTOR TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. -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 20 0 10 20 S -PROPOSED SEWER LINE SD PROPOSED STORM DRAIN LINE U1 PROPOSED JOINT TRENCH G PROPOSED GAS LINE HORIZONTAL SCALE1" = 20' IRR PROPOSED IRRIGATION LINE : VERTICAL SCALE: 1 4' EXISTING GATE VALVE (4"-12") BUTTERFLY (>12") " = I I ►� NEW GATE VALVE (4"-12") BUTTERFLY (>12") 1 36" MIN COVER - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- -_----------------- EX-TNG8"WATER MAIN - 368 366 - 364 15+50 8" PVC SEWER MAIN (S=0.0035) INSTALL 425.9 L.F. PVC SANITARY SEWER EXISTING PROFILE @ CENTERLINE J OLo O UI I 1 I.- 00 c) w v F- W +C/)� z� O U) 1 �I0 W + W rn cr QI H U) 390 388 386 384 I I 1 382 36" MIN COVER 1380 - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - EXISITNG 8" WATER MAIN - - - - - - � 378 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 / /Q\OFESS/p ' 1 �.NULSOl w RC 38265 m � z * -9, -L, yTCIV 1V ��\P �cOFCA0 W 374 JOB No.: 1681.19 I DWG FILE: SEWER PLAN 7 Q LU ~ 372 J_j a' DATE: 09/21/2020 LO LL + Q Lj CHECKED BY: JHH N 3: �: 368 O O LU SHEET 10� Qv 1'1 Q�, z U � Q C) LL a- 0 vJ 19+50 20+00 20+50 21+00 364 21+50 SW4 4 OF 4 SHEETS X:\LAND PROJECTS\1681 19 PAUL DHANENS - DR CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 2.DWG 10/6/2020 8:26 AM 374 JOB No.: 1681.19 I DWG FILE: SEWER PLAN 372 DATE: 09/21/2020 8" PVC SEWER MAIN (S=0.0033) DRAWN BY: JPO 370 CHECKED BY: JHH �s9 9> 8'oL �.I,� I 8A�9iti 368 SCALE: 1"=20' CST OGTS SHEET 10� Qv 366 19+50 20+00 20+50 21+00 364 21+50 SW4 4 OF 4 SHEETS X:\LAND PROJECTS\1681 19 PAUL DHANENS - DR CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN - REV 2.DWG 10/6/2020 8:26 AM