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HomeMy WebLinkAbout6.2-716 Revision (2)p m o d ® d F� f A • 7R Yi o A R p m II p. 11® � r * a Ali' i ®• d� ® � p d M ; � p p� 8q p p b i� j* i O p ��- � A a � A x i 0 A .� • +�"' 9P m `' N - w11 i� � p � 1 ® ": " !dam' • � � � i/ ® W 1 p • p p *. � p Yl M p � Y: 1M d' # A ® p w !� p i i• • p p • p p. s .! p P i! M � ei p a �p p •p• e - ® p � p It • ® ig6� ! i ■ � p g� Y�r ` p M i. 9�i j. � �p • :0� i • }, s� p � � ,a A s r ru.. g. � .. p d p mp � p ar ® R p Yi M y o A. � p , ,. Y� M w .® �a r � $ m s psi® p � � d • � p r � ® i • p r d. • p. d • d � � �� � 1R w� ��V � � p � 21`. VEGETATION COVER ON THE SITE SHALL BE RETAINED UNTIL CONSTRUCTION BEGINS. TLY 2'15' EAST OF THE � � � p � � +� p 4 d � . �; ;� LANDMARK SUR1/EYING AND ENGINEERING 3141 N. SILLECT AVE, SUITE 'I{l3 SAKERSFIELd, CA 93308 PHONE:. {661 } 859-1923 CONTACT: MICHAEL DAUSTER THE FLLC.�Wi1l� C3t,IIU � KERB T'�7.R HALL. E �C�l1QREC1 DART �F THEE F'LAIV, �(�lTA7`C�R TQ QAW'°LA7�E'E1°"1(�il TNE'REC�F} STD.I�O. DESCRIPTION COUNTY OF KI=R�1 STAIC}ARI� DETAILS ® S�� TYPICAL TRENCH SECTI©N IN PAVED ARIvAS S-5 STANDARD PRECAST MANHOLE` S-Ea CAST IRON �i1ANHOLE FRAME AND COUER � S-$ STANDARD MANHOLE FRAME AND COVED ® R-6% BACKFILL REQlIREMENTS ON A.C. STREETS CITY OF BAKERSFIELQ STANDARD DETAILS � ST-12' TRENCH BACKFILL AND COMPACTION REQUIREMENTS �h.. �� r` INDEX MAP sad~ �r ,"�� ��� �: a b� ��.<�� �� �� ��,N,�� �. � �F=..� " � � -� �; „"�, � �a W E� ���h �;�µ � u,. " .. .. � .., �, �.�,� �,r.., r.,.. r!. - � � ". � .. L�3 �— � r- � � �, �� � .; �" �� W ``. W Y �ry ���� � �i�� � �� � � `tom, �' ,.. � ��� `��' `"� J �u,�.��re� �. �' M LL! '�-- �.�a`�" �' a ms��$ ��a�Z �z �r �' �. �. �. +v `� ¢� ,.:�« z w" �. �* �- �. �" Sd �"" � �. � ,: ,.y ' c., � ate., i; r °` n.., �",. s ¢i,� '. sue, #»r��' � "` ��Y 'y�,z g �'ro' q 93.. x4i" ,+ a xi .. .., .� t � w tx*' 4 mt : s.> ax .. .,. rv. //yy�� ;a . NO SCALE � � � � ESTIiVIATEQ QUANTITIES N©T TO BE USED FOR '�ID�ING PURPOSES � '� � �, O � � � � 4 � d s� � - p � A � � d � � � i # d � l � , • , i ! • p i r # d � � � �+�y I I eh'.i` ! Y ` Q s SKEET S1` -TITLE SMEET �' S1-�EET SW2 -SEWER Nt�TES ��p�ESS/Q !./6 i�� i WV ! R.� �� �R•����L T�. � � �� T� �.. V j�� i` Q:::- .. j�� ;�� si-�E�T s�%�. � 14r�� �Re����E - T: '� �"�`c� T� � `�".�� '�P ^^+. `� � . 1J VtJ ;. �� ���� IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEIi� (NPDES}, A "NC}TICE t3F :INTENT" �Iti101) T© C;OIPLY WITH THE TEFt11�S OF THE GENERAL PERMIT TO EISCHARGE STOR�11 WATER ASSOCIATED WITH CONSTRUCTf4N ACTIVITY {1+�lQ ORQER NO. 92-QI�-Q � MUST BE FILED WITH TAT AT NTR � BOARD IN SACRAENTC3 BEFORE S E W ER RESOURCES CO O THE BEGINNING CIF ANY CONSTRUCTIf3N ACTIVITY..... COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A ST�?RM WATER POLLUTION PREVENTION PLAN {SUPPF'} BE`PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR' PUBlIC INSPECTION' DURING NORMAL CONSTRUCTION HOURS. T NOT AL:I_ UTILITIES 1iUERE LOCATED BY THIS°SURVEY AND LAND�IIARK SURVEYING AID ENGINEERING ASSllMES NO°RESPONSIBILITY FOR UN£3ERGROUND UTILITIES OR FACILITIES NOT SHO OR FOR INFORMATION C7�TAINI=C} FROM t�UTIDE �iOUIE��; CONTRACTOR SHALL VERIFY LOCATIC7NS OF UNDERGROUND UTILITIES AND PIPELINES. DTI .. T" �. A STREET PER'IT FROM THE CITY QF BAKERSFIELD IS REQUIRED FOR ANY RIB WITHIN CITY (3F BRKERSFIELD RIGHT OF WAY.. Z. PROPOSED $" SE1tUER MAIN WILL BE :MAINTAINED BY THIS COUNTY C}F KERN. TH F'LAl�I SC�PEREC�E THE 'LA1V TH�4 i W� APF�R C �E% � ?/212C�2� �Y SHE CITY c� B,�ER��EL� � SHE iT C �CER� /��% �: �' CRAIG �tl. POPE, R .E. 37Q35 [� F I�CERN COUNTY DIRECTOR OF PUS�IC WORKS ..�� �- RViEVVE � Wu STUART PATTESfJN, R.GE. 44898 'DATE CITY OF BAKERSFIELD ACTING DIRECTOR OF PUE3LIC Wt)F2KS A.. THESE PLAINS AIVL? 5PECIFICATI011I5 `WEf?E PREPAREL) BY E OF? ClllliER Y JOIN Na,: fa$1�9 , U KIV ' W EflGE �IUL� �� ! � �' IT IRECTIC�IV, �IVL) TO THE BEST OF � i� L �, E CC) LY � H DEG F[LE. SEWER PLAN � [ p�/ p� �/ T I!f �' HIV �E ICI RITE COUiUTY OF KERN OR;a/IVA�ICES, S A �� Q� S G RI,�, �]V IIVCLUI�E ALL I�PROVE�'E�T REQClIRE�EIUTS OF THE At�VISORY,4GE�iCY` �}R aATE, ®�3I1 ?1�Q21 OTHER REVIEW BQARC}. � W� BY. JPO .*�, , A+^1�V^YERRCiRS, ©MISSfO1VS OR {�ThfER�#V^�IC}Lf-1T�ICl1i� CIF pT�f-I��i}pSt,{'�C�F�C?litgl�.�,�I^,Ep�'';jy �+g� ��E[) �'�(: JNF� s.71 ft�Hl���.? VR LJ��Il7� I,rFTIT�I�I� �t�1✓�1 �R� ��Ti�t�V i.r�Tlit�.iTl1,lI� �?1'i�L.� 11A��, ���' �\✓A�� BE CORREOTEL7 AiVL7 SUCH CORRE'CTIO/VS REI~'LE�`TEC� O/V CORRECTE`L3 P..,II1l SI�EET.�w_....+ SU�II�ITTE© TQ THE GC?UIUTY ENGI/VEER OHN' H. H LS N, SR, R.C.E 3�2�5 DATE 1 aF 4 :HEET'S x.��.,�►�vo PRaa�c-rs��ss��� PAu� ©�v�s - ��. c�RaA��. s � L��Q ® oAc.�.'uR c�R� - c��� � � �a.aw� r��t� �:�� � ��' �; �� 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) ss2-5100. 2. COMPACTION TEST NOTE -COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPERI SUBDIVIDERIGONTRACTOR. 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 ANDIOR 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, EC�UIPMENT 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: P#PE 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 I11 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 FIEINGS 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. CLEAhIING: 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. -STREET SURFACE SEE BACKFILL REQUIREMENTS STREET STANDARDS PER PLATE R-67/R-68 w (i�'j J � <c � INITIAL �- w � � BACKFILL o a. E CL �"} ® Q w �_ 0_ � D_ I Q- � CL � Qom.. E- �` b ; Li o r CL - \Q � D- w � w Q p�� HAUNCHING � � a .Q cn o- � � -� U Q BEDDING 6" MIN. FOUNDATION FOR EXCAVATE FOR BELL 0. D. + 16" MAX. UNSUITABLE MATERIAL 6" MIN. IF REQUIRED 0. D. + 10" MIN. ism: oz/�/2o�a ��Vw�awe�o�v-sml�vr+-os�oa��s-�.d� Revisians DATE: Date Desc 6-16-1995 COUNTY OF KERN PLATE N 0. s o�In DESIGNED BY: STATE OF GALIFORNIA TYPICAL DRAwN BY: DEVELOPMENT TRENCH SECTION A.LUNA STANDARD S + � CHECKED BY: RDM I N PAVED AREAS A 1.5� a � e= 1.375" _1___I____ EE DETAIL �A" 2.0' CLEAR OPENING 32.5" � ., . i i•. t, • � � '' IIr .�����. ♦���1�►����� �ih�°'' t �` • � .��♦�4w i � ., � ., . ._...• r � ! ! � ' `♦! ' y ` � i ' r � i, � . �� � ,, r rr� r f � " � � �r try � t •� � '•� tt ••t �, • , ' t r r r • • t' a � i Fri i ' � � ,...� E M . f.. � � .' ` i' /' t i ` ! 1 1' i' #! -_ � .° �.' .gat � r � � ssEl �. � 5��� � = ' ! ` ' � 1 i � � ®® t •�� - '!� `.. ,.. PRECAST � / /� ECCENTRIC .i' f s � ` � 3/4" •� n ' CONE �/ ' ,�'r BASE v' ` CJ � � 4 WAIL �. ,. a ' : }, .. -� :A 'r*. • • '� PLAN .. "4. 4'-�}" . -s ♦. .'. �• �v. �' GROOVED dt t�RTAR� a � 3" MIN. .� '�M .4 ,, � �. . .� .. °o 0 8" MIN. 4 BARs ® 12" o. C. °' o0 0° 00 0° MIN. OF O.G. ®9596 0 0 0 0 0 0 0 0 0 0 o a o 0 9 3 8r REIATNE COMPACTION o 0 0 0 0 0 0 0 0 0 0 0 S ECTI 0 N T0� ��.� (POL.YPROPYlENE STEP WITH �/zp I s~rEEL sAR) GENERAL NOTES MANHOLE STEP DETAIL 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 SHA#!L BE 12" ON CENTER AND SHALL BE IN VERTICAL ALIGNMENT OVER OUTGOING SEWER. 2. STRUCTURAL BACKFILL IMPERVIOUS MATERIAL � 95q RELATIVE COMPACTION. 3. ALL CONCRETE SMALL BE CLASS "2" M#NIMUM. 4. MANHOLE HEIGHT SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. atrn,fn: ox/�/zoo Revisians DATE: Dote Desc 8-18-1995 4/9f09 REVISED DESIGNED BY: A.A. DRAWN BY: D.M. CHECKED BY: G.F. _, �. o s.- sE ®® ®® • i ,� � . , 1 1' � ' iii CI p a � w I- I- � U � W � � Ug z c� a � 4 O>_ X CV � a G�� w � J J U �� � ' Uo \, °° m rn ve � �� 'NIW '0'tt „•b . ' . o a• I, DESIGNED BY: AA. DRAWN BY: D.M. CHECKED BY: G.F. .-.`., s � • i ♦ � • s w i • f a s � . . . . i � ♦ � i . . • � • R . . . . .•.•.� s s t ♦ • 4 . . •�••s+ . . .•.'.` .•.•.` .'.•.' • s t i M � � a • s . . . . .'.`.` .•.•.' ♦ • r� •���- •,_ �■ i• � i' _ � Q d Z o � �t � Z O° ¢� �Q vim � °- U � Z r w � a � � °- ° dZ J~ tt)a Z�- w J � � w o .,.,, w �CWL' O-W WX� QI=- mrn �'- dm© �w H � -� � j Z = � Q a i j rv� � E-tLtO!) WQ E �Ww mw �'/ // J NN /� \ N©� �� W /� � �;°-wa aZa \�. / Wp�C� �Q� � / IU-WZt� �WZ .� � alpOW �Qw CC) t`r- �\ ,,\ O w DU 4 �� LL;� w�-© wwcn H Z<C C�_ N o�W E�� ���zw c �� u� I-a,� ��c.� aZc".��tw ¢1--Q � crw� mI' QU C31; UQv�j m,�z m� �Z�� ��u z �w�l`O "'QU Ow �Wp� � �� pa'�WZ I�-Ww w E-CiG ���w u_�Q� ?u-�tL _�;_ F- C`3 C.? O- H EL' }- m ...� -� Q CY O V t-- O �C'3 �t�B-'�'� �>C '� JaCF-�Z '��O z Qd ma.0� cnw�c�l ¢UrnUv� u¢�al-- .- tV Pt? d- its �' � �_ I• � � it � r r " • ��� EB SLOPE SHEL TO DRAIN A A J i 2" O.C. v l ., ....... O.G. � 95% RELATIVE COMPACTION SECTION B-B SECTION A -A Pt,arrEa: at/ss/��o Revisians DATE: Date Desc 6-14-1995 }I�f DESIGNED BY: A.A. DRAWN BY: D.M. CHECKED BY: G.F. COUNTY OF KERN STATE OF CALIFORNIA DEVELOPMENT STANDARD REMOVE PORTION OF DROP PIPE TO CONNECT AS SHOWN �EEEi�i+Y STOPOVED WATER 3/8" DIA. ALUMINUM STRAP ALLOY 6061-T6 STEPS WHEN PERMITTED PER SECTION 302-8 T SET TOP OF PIPE BELL TO SERVE AS WEIR SEE DETAIL THIS SHEET. 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. � 1 � � � � �'�` PLATE NO.I S-4 Future Streets or Existing Paved llnish Grade --� Unpaved Areas Street f Alley �-- Existing Pavement 2.5' of 95�' relative compaction in paved streets and alleys Backfil! compacted to 90�' relative compaction ' "�' - �e P' O.D. '�'" - Tie Below Tie Below ' Upper limit of pipe zone shall be 1.0' Backfill in pipe zone compacfed � above top of pipe at its highest paint. to 90q relative compaction. � _ _ Springline See Note 3 on page 2. � , °' - - -- - - Pipe Haunch 6.0" Bedding Material Pipe or Conduif for Flexible Sewer Pipe, � Qutside diameter O.D. of r e as see Note 3 on page 2. � � pP measured at pipe bell. NOTES 1. AN 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 SpeciScations ; 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. I SEE PAGE 2 FOR ADDITIONAL NOTES TRENCH WID TN REQUIREMENTS• P/PE SIZE ADDITIONAL TRENCH WIDTH ("W") Inside Diameter of Pipe Compacted Select or Notive Material Back>itl C/ass /Material (gravel) or 2 Sack S/urr 8ackfr/I less than 92" 12.0" 4.On 12� up to 24" 12.0" 6.0" larger than 24" 18.0" 12.0" ■ E►- .. -��•r �. i co � M ° M Li1 C� � UY Q W G1 �gva ¢w m� th ti O P w �, � u, ao �� «a _ �, w `" �� z� a U� //� ��.,� Y/ I1-V Z� � J M W E■�■��� • � � �. .. � � � • • • i � • • N � • i '� �� • � r �I .. � _ .. � I I � ■®EE©EE QRO I+ E S S/pN F..``���� HULS�2`�2 �- w E 3$265 m s��r � rV ,� t���\er FpF CALF i E .. � JOB No.: 1681.19 FILE: SEWER PLAN DATE: 06117/2021 DRAWN BY: JPO CHECKED BY: JHH SCALE: NO SCALE �•� SW2 2 OF 4 SHEETS X:\LAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LINE\DWG\DR CARDALL URGENT CARE - OFFStTE SEWER PLAN -REV 5.DWG 11/5/2Q21 2:33 PM . -� INSTALL 5 L.F. 8" SDR-35 PVC SEWER LINE STUB {PLUG AND CAP FOR FUTURE CONNECTION) 390 388 386 384 382 380 378 376 374 372 370 368 366 364 g+50 iCtiREAN PRESBYTER/AN CHtlRC/,t t7F t3AiCERSF/ELD /NC APfN: 3&8-990-36 STA: 15+12,35 LEGEND: AC -ASPHALT CONCRETE EP -EDGE PAVEMENT �0����U� �a7 ��: FL - FLOWLINE ST : 1 + T 1 + � � �� � � rJ0 CL -CENTERLINE CONTRACTOR TO PLACE IDENTIFICATION TOP -TOP OF BASIN CONTRACTOR TO SAWGUT AND REMOVE EXISTING PAVING PER TAPE OVER SEWER MAIN AND LATERAL BOT - BOTT©M of BASIN TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN DEP. -DEPRESSION ®TYPICAL STANDARD PLATE NO. S-1 AND BACKFILL TRENCH AND PATCH WITHIN THE RIGHT OF WAY STA. - CENTERLINE STATION PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO. R-67. EX. - EXISTING R/W -RIGHT OF WAY © INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 BCR -BEGIN CURB RETURN ECR -END CURB RETURN ©INSTALL CAST IRON MANHOLE AND FRAME COVER PER COUNTY OF SDMH -STORM DRAIN MANHOLE KERN STANDARD S-$. SSMH - SAN#TARY SEWER MANHOLE ---f3— -STREET S#GN ©INSTALL 4" SDR-35 PVC SEWER LATERAL WYE AND STUB TO EDGE OF '� - EX#STING F#RE HYDRANT TRENCH FOR FUTURE CONNECTION BY OTHERS � tiYo `i� --�---• � � -STREET LIGHT, 150W HPS REPLACE CURB AND GUTTER PER COUNTY OF KERN STANDARD R-52 OV D B D E i f 0 AND SIDEWALK PER COUNTY OF KERN STANDARD R-53. CONTRACTOR TO REMOVE AND REPLACE TO NEAREST EXPANSION JOINT. J 4 `�+� h �7` irl +.S '� �'"° -EXISTING SPOT ELEVATIONS � � � - � r - - EX#STING WATER LINE - EXISTING SEWER LINE CONTRACTOR TO SAWGUT AND REMOVE EXISTING PAVING PER TYPICAL TRENCH SECT#ON IN PAVED AREAS PER CITY OF BAKERSFIELD APPRO ED BY: MA REST S. BEHL, P.E. 89fi98 A E - EX#STING OVERHEAD ELECTRICAL LENE STANDARD PLATE NO. ST-12 AND BACKFILL TRENCH AND PATCH - -- - - -EXISTING STORM DRAIN LINE PAVEMENT PER CITY OF BAKERSFIELD STANDARD PLATE NO. ST-11. - � - - EX#STING #RR#CATION LINE �..___ - EXISTING JOINT TRENCH REPLACE CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD - -- -EXISTING IMPROVEMENTS © ST-1 AND SIDEWALK PER STANDARD ST-5. CONTRACTOR TO REMOVE W -PROPOSED WATER LINE AND REPLACE TO NEAREST EXPANSION JOINT. S -PROPOSED SEWER L#NE SD -PROPOSED STORM DRAIN LINE #NSTALL 4" SDR-35 PVC SEWER LATERAL PER CITY OF BAKERSFIELD 20 0 10 20 U1 -PROPOSED JO#NT TRENCH STANDARD SW-1. G -PROP ED 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' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 390 388 386 384 382 380 378 W 376 "iJ 374 '"'�. J 372 V 370 '� 368 366 364 15+00 p � � W � ..� CY U � �g uu w o w � g ® Qw � m� �= o � e t 4�� T � W �i � jd'i V/ P �./ �1/ �� Q e � F- N U� °' /( Lys W --R rn '� to ��� �� M � H ������� ��io� s • • � • • i i 1 ,• � + • i � i I 4gptr ESSipN ��4��?� NUCSOZ�F2 .n ,-► ui � RCE 38265 m FOF GAL�F i "' i � � • � r -rf # � � JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 06/17/2Q21 DRAWN BY: JPO CHECKED BY: JHH SCALE: 1 "=24' SW3R1 3 OF 4 SHEETS X:\LAND PROJECTS\1681.19 PAUL DHANENS - DR. CARDALL SEWER LiNE\D1NG\DR CARDALL URGENT CARE - OFFSITE SEWER PLAN -REV S.DWG 11/5/2021 2:33 PM �n "� � � 11 trvlvlvc�.l lulu cr v 1 nctta � t�" SUK-35 F'VC: �C1NCK LINO LATERAL TC3 FACE `— . �� � ��� � (TYPICAL IN CQUNTY RIW) � $" INV N. = 373.15 (� j IN TALL 61.8 L.F. 1 _ OF CURB ONLY ( � 8" SDR-35 PVC SEWER LINE 8 INV W. = 370.39 15+50 16+00 16+50 � 8" INV S. = 370.29 —;---- -- � 17+00 _,. 18+00 � � _. � n _. v �, . � . �� z , �. ... --,-- _ _ � _ � � 17+i �o — — --;- _ � 1 s+5o ��9+00 20+00 w �. .� 19+ 1 - �_ �� -- -+- I — -,_ _._. _ _ - + y � � 20+50 _ II � CALLOVIrAY DRIVE (Ct) RD 1Y0.3�0) I I _ ���.. ; C/L CALLOWAY DRIVE � STA: 18+80.54 I� I _. w . �,,, � .. _ C/� HARVEY COURT � STA: 10+00.00 I°° I . w _� EXISTING LANE � CfTY tJF EAKERSF/ELD I ' STRIP/NG (TYP.) �....�. �..� ....� �..�...� ... � � � � .� �. � .r ....� ......® .....� ._ ... � i Ct1UNTY t)F KERN �� � ,� I ��. � I I �� II cor��uC-n r��s STA: 15+50 TQ 21 +25.77 _ _ v I I CONTRACTOR TO SAWCUT AND REMOVE EXISTING PAVING PER �� , I ���� TYPICAL TRENCH SECTION IN PAVED AREAS PER COUNTY OF KERN \ � I STANDARD PLATE NO. S-1 AND BACKFILL TRENCH AND PATCH \ *j U PAVEMENT PER COUNTY OF KERN STANDARD PLATE NO. R-67. Q; '�C © INSTALL STANDARD MANHOLE PER COUNTY OF KERN STANDARD S-5 �+ 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 STA: 7+55.00 STANDARD PLATE NO. ST-12 AND BACKFILL TRENCH AND PATCH EXISTING SSMH #3 � PAVEMENT PER CITY OF BAKERSFIELD STANDARD PLATE NO, ST-11. RIM ELEV. -' 379A4t REPLACE CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD $" INV E. = 371.15 © ST-1 AND SIDEWALK PER STANDARD ST-5. CONTRACTOR TO REMOVE $" INV W. = 371.19 AND REPLACE TO NEAREST EXPANSION JOINT. INSTALL 4" SDR 35 PVC SEWER LATERAL PER CITY OF BAKERSFIELD STANDARD SW-1. I INSTALL STANDARD INSIDE DROP MANHOLE PER COUNTY OF KERN I STANDARD S-4 i+��; 20 0 10 20 CONTRACTOR TO PLACE IDENTIFICATION � TAPE OVER SEWER MAIN AND LATERAL HORIZONTAL scALE:1" = 20' � WITHIN THE RIGHT OF WAY VERTICAL SCALE: 1" = 4' I ! _ _ _ � .a� 16+00 16+50 17+00 17+50 18+00 1$+50 STA: 19+46.48 � 29.50 LT. B C CONSTRUCT SSMH #5 � ��, ,w ., , ��� _ v:y w a, . RIM ELEV. = 380.77� , � �-� _ � � � �. 8" INV E. = 369.97 8" INV N. = 370.07 `— REPLACE MEDIAN CURB &STAMPED CONCRETE - � � �� � - ��� ��� � �� � �- � x PER COB STANDARD ST-2 & L-12 rw �� R _ �_ EXISTING LANE ......�.�......_�_.v�_.�---■---....��.�....��._®.�...®._.�—STRIPING(TYP.).�.�..r.�.,�.,.. ..— REMOVE PLUG AND CAP AND CONNECT TO EXISTING 8" VCP DRY SEWER LINE PER TRACT N0.47941N HARVEY COURT. INSTALL RC SERIES 8 COUPLER OR APPROVED EC2UAL. ELEVATION = 370.79� (VERIFY} I I I , I ;; PPROVE BY: DATE r /. 1 � �y� l� � it + � � � � C� _ _ �. r" . ® � ; � d' _ ia. W �r- - � 1-_ � CVO 11 Cp= 11 CO L� > tt tt7 � L�1 ! �� + fl) � + W =�- � .. Z ,� O � __ � _ H � � H � cn f _ � • �� 36" MIN COVER �� J ,� ...... ........ ........ ..... ........ ........ .................... 19+50 20+00 20+50 LEGEN�� AC -ASPHALT GONCRETE EP -EDGE PAVEMENT FL - FLOWLINE CL -CENTERLINE TOP -TOP OF BASIN BOT -BOTTOM OF BASIN DEP. -DEPRESSION STA. - GENTERLINE STATION EX. -EXISTING RNV -RIGHT OF WAY BCR -BEGIN CURB RETURN ECR -END CURB RETURN SDMH -STORM DRAIN MANHOLE SSMH -SANITARY SEWER MANHOLE —C3— -STREET SIGN -EXISTING FIRE HYDRANT I—�"---• ,I. -STREET LIGHT, 150W HPS - EXISTING SPOT ELEVATIONS _EXISTING WATER LINE w� __ . _ �._.. �.�- -EXISTING SEWER LINE �� ._ ��� � -EXISTING OVERHEAD ELECTRICAL LINE ..� . �_ -EXISTING STORM DRAIN LINE �- � �� � -EXISTING IRRIGATION LINE �� � � - �� -��� -� -EXISTING JOINT TRENCH -� - � -EXISTING IMPROVEMENTS �,► -PROPOSED WATER LINE S -PROPOSED SEWER LINE SD -PROPOSED STORM DRAIN LINE Ui -PROPOSED JOINT TRENCH G -PROPOSED GAS LINE IRA -PROPOSED IRRIGATION LINE -EXISTING GATE VALVE (4"-12") BUTTERFLY (>12"} ►� -NEW GATE VALVE {4"-12"} BUTTERFLY (>12") 21+00 390 ��� 386 384 382 380 378 376 t�.7 � o �M'' w °' N _.... cs� � W wo W �g `� Y m "' a � IUIIII � m_ M� Qn �J r � W m � � N � W — CC �... x "� W LL. Q..�. M '�"" U � W w� � �-. W ,�� V'y M H ������� 11�0� Z w � � � � � o � �,�, � M z z :� � U vi � a Z Z U � � > � W � cn Z Z 4 tj) a � O � � p w 1s. ; w z � z `� tL � ,� �\, �"' r e- o W N � d � o r N e- � Z 4�p�ESSlpk �����,NULSO�I�y �' �' G% w RCE 3$265 rn � ® e G "� ti�q� C i V ,� O¢��Q- FpF CALF 1 • � , (i -rl -4 1 � r i 374 372 370 ��� JOB No.: 1681.19 DWG FILE: SEWER PLAN DATE: 06/17/2021 DRAWN BY: JPO CHECKED BY: JHH SCALE: 1 "=20' SHEET 366 364 21+50 4 OF 4 SHEETS X:�LAND PROJECTS�16$1.19 PAUL DHANENS - DR. CARDALL SEWER LINEiDWG�DR CARDALL URGENT CARE - OFFSITE SEWER'PLAN -REV 5.DWG 11/5/2021 2:33 PM G.a-�f�