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5.2-11810 Rev
REV)SION I PAR CEL 1 10 MAP NO. 1 8 — el, � 9 -`9J /y CITY OF BAKERSFIELD HOLSON RGE X265 (EXP 3- 3t DAl E HN H. 7 } M A� R�vE'C� 13Y: MARION P. 5� -t,4W. RCE32i78 (EX[' )2/3 DA�� APPROVED BY: ENGINEER'S STATEMENT: HEREB Y CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THA T THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE AD VISOR Y AGENCY OR OTHER REVIEW BOARD. l AM RESPONSIBLE FOR ALL CAL COLA TIONS AND DRA WINGS ON THESE PLANS, AND ERRORS, OMISSIONS, OR VIOLA TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT T. SWANSON DATE RCE 43032 (EXP 3- 31 -16) APPROVED BY: - V-"� �* - " �c NJ NICOLAS FIDLER PUBLIC WORKS DIRECTOR RCE 61069 (EXP 12/31/14) REVIEWED BY: 1z k-u DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE .............. ........... ......... ... .... ... . ... ..................... . .......................... ............................. . . . .... . . . .... ........................................ . ...... . ........................ . . . . . ............................................................ . .................................. E E PACHECO ROAD E t i t E i i i t t i E t i c t t t I co Q ry O � E JF HARRIS ROAD ry w o > r 0 t i LtLn V/ 0 E i E O t PROJECT t / E SITE j it t -N- E it t t PANAMA LANE t E VICINITY MAP NO SCALE \ ' ,. . ........ ....... . _... .... ..... ____ . _ ..... .... ._... ............... - 1 E Al' \�_ ........... _.._.. _....�.....�.._ ................ .,. .......... ......... -._. � . � � ..�.......... w� _ �..� _........... � � _........... _�....� � �� _ tt .. _ .... --- ,, ---- — --- RRIS ROAD .... �. ..� � ............. .....� „_......... .w�.....- .......,..�...... .. ........- ...�..... ......,.w . ww. .�.........,..�..w»..�......... ww.. .. ....,.......ww..........., -..... ........, ..... .. .::. ...........v .. ............ .... ........ ....................... ............ �... m ............. ....E......... ...... ......... w ......... ;w r I - � ................. ` t : E ; E TYPICAL DETAILS - GENERAL NOTES O3 PANAMA LANE (PLAN AND 1 W 1 PROFILE) STA. 22 +66 - 36+21 6", SEWER MAIN LATERALS YOUNG STREET (PLAN AND .._ ...................._, 24 STORM DRAIN YOUNG STREET (PLAN AND PROFILE) STA. 23 +20 - 36 +57 PARCEL 3 LUCY OLIVER PLACE (PLAN PARCEL ,2 ...... ------- Q 1 SR� SCARLETT DANIELLE COURT (PLAN AND PROFILE) ` cc {— . ..... .... ...... —a` ........... ........................... ..... .. S . ........ t O t } t 1 f M 0 cr 1 .. 1 ----------- - - - - -Q o< CB 3C a: 'it CL ------------- - - - - -- 1�S O Q ................. � _..- :: E t M C8#4 N N 1 I PARCEL 4 PARCEL 5 ; .......... _ -..... .... �... ..... r r`- ............. ........ .......... ...,_..... .......}'J — . - ----- - - - - - -� it d PARCEL 6 .............`... - - ----. f m Y - .............. E : t � r t PARCEL 8 PARCEL 7 _ ............................._, ~I m :Y ' }� SCARLETT B ANIELLEC I I i :..... _ t H M 4 8 O 6 ................... f .t t t E low— CB #8 ...................... E E 4 E PARCEL 9 PARCEL 10 � • P'E EY i i � it E :E :..... r }. PARCEL 11 , 1 CB #10 PARCEL 12 Iit ----------------------------------- . �..... ! �. uw ......... E _ ...... _ ---------------------------------- CB 11 �... ............ .......... w w .. ........... PANAMA H _._ ........ .......:..... .�. . .. ...........: W.. w. ..........._.. ::........� i \ \ \ lit ►RCEL 13 \ \ \ I t €t \ \ 3 E 14 PARCEL 15 \ \ \ EE E? E \ \\ X11 a . . .......... .... .W-- . ...._..... ..... . . .......... ..... � ......... ....... . _........ .... . ....w~... ......... .......... . ._._..... .... . . .... . ..._..... .......... ..... S S \ \ \ 13 \ \ \ E \ \\ 11 17 PARCEL 16 \ \ \ E: \ \ \ 1 Ill \ E� \I ARCEL 18 I LEGEND o IE Q 3 O SHEET INDEX NUMBER O #12 SEWER MANHOLE W /NUMBER ® #12 STORM DRAIN MANHOLE W /NUMBER I i PROPOSED SEWER MAIN OR STORM -DRAIN �2 11 0 EXISTING SEWER MAIN OR STORM -DRAIN 1 o PARCEL 20 0 1` 1 E; .'r• ____________ . ..... .. ........ ....wr _.... .... .......... .... .— . ............... 1 • € 1 ii PARCEL 21 • E; E .......... .... .- .. .......... .... � -_.. . � — ...... _...� ..... .......... ..... _____ _... ..... .......... ... � ....... ..... . . .__...... .... . . . -..... It......... 11 } E iE i ' ARCEL 23 Ei 3 � 1 h I I1 } PARCEL 24 -- -- -- ----------- - - - - -- I ----------------------- ..... ..._.. .. <............ f • 3 4 1 EX s O ............ _..... ............... ......_ ............. O � ...... .. ��.............. -. -.. ._..� �...w� ..............�._ W �w _...... ��..........._....... ........... ...... ��..- _ ............. .W�.v. saa,,,Paa;a.,r ,: »:..: ::.P •u�,.•a�w...a�aw.-: »vw- .:•a:.... - »r »,r- ,_; - »... _....:::: • �::•::._......w.. ... ii...C..... w.......w. .. � �•:% ::: :� »: # ?i KEY MAP- - "- SCALE: 1' =200' EER TITLE SHEET EA O TYPICAL DETAILS - GENERAL NOTES O3 PANAMA LANE (PLAN AND PROFILE) STA. 16 +94 - 22 +66 vs 4 PROFILE) STA. 22 +66 - 36+21 6", SEWER MAIN LATERALS UTUTY NOTES NOT ALL UTILI TIES WERE LOCA TED ON THIS PLAN AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN FOR FOR /NFORMA TION OB TAINEO FROM OU TSIDE SOURCES. CONTRACTOR SHALL CONTACT ALL COMPANIES WI TH UNDERGROUND FACILI TIES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCH TION AND DEPTH OF ALL UNDERGROUND FACILITIES AND UTILITIES USA 1 800 642 -2444. BASIS OF BEARINGS THE BEARING S 00 °39'02" W SHOWN AS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST. M.D.M. (ALSO BEING THE CENTERLINE OF GOSFORD ROAD) AS PER PARCEL MAP NO 10465 -D RECORDED IN BOOK 51 OF PARCEL MAPS, A T PAGES 194 -196 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK USED: CHISELED "0” AT NORTH END OF NORTHEAST CURB RETURN AT THE INTERSECTION OF GOSFORD ROAD AND HARRIS ROAD. ELEVATION = 360.48 (USGS DATUM) SHEET No. INDEX O TITLE SHEET EA O TYPICAL DETAILS - GENERAL NOTES O3 PANAMA LANE (PLAN AND PROFILE) STA. 16 +94 - 22 +66 O¢ PANAMA LANE (PLAN AND PROFILE) STA. 22 +66 - 36+21 6", SEWER MAIN LATERALS YOUNG STREET (PLAN AND PROFILE) STA. 10 +00 - 23 +20 24 STORM DRAIN YOUNG STREET (PLAN AND PROFILE) STA. 23 +20 - 36 +57 7jj LUCY OLIVER PLACE (PLAN AND PROFILE) uj Q 1 SR� SCARLETT DANIELLE COURT (PLAN AND PROFILE) ` cc TRAFFIC CONTROL PLAN (GOSFORD AND PANAMA) MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES qFWFR SEWER MANHOLE(S) 15 EA 12" SEWER MAIN 2p748 LF 10" SEWER MAIN 1, 050 LF 8" SEWER MAIN 1;594 LF 6", SEWER MAIN LATERALS 1, 267 LF gTnr?KA nRAIN STORM DRAIN MANHOLE(S) 11 EA TYPE "A" CATCH — BASINS) 11 EA OUTLET STRUCTURE(S) 3 EA 36" STORM DRAIN 12010 LF 30" STORM DRAIN k 735 LF 24 STORM DRAIN 95 LF 18" STORM DRAIN 950 LF NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE NO. 326 -3049 ER TlFICA TE OF M COPL IANCE WILL REQUIRE A C 1 Q 2. ALL MA TERIALS SUPPLIED F OR THIS PROJECT STA TING THA T THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CI T OF BAKERSFIELD HA VE BEEN MET J. COMPA CTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBIL TY, NUMBER ANO LOCH TION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINE ER. m 3 I � 3 } N 0 -• U O � o W 4 3 ai Q� v z W o� 1 3 1 � F; 3 z uj Q V w cc ........................... ..... .. S . ........ t O t } t 1 f m 3 I � 3 } 1 E � � i � 3 3 5 s i s � O 0 J J CL W 4 3 ai z W o� 1 3 1 � F; 3 I uj Q � 0 m V- Q) U. cj) O 0 J J CL W ai z W CL CaC uj C)�, cc —i W ai LL 0 0 cr 0 > o< : a: CL U � O Q UJI M N N D U. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY, PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE 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, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. SWANSON ENGINEERING, INC.WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC.. 16. SEE GRADING, WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD SEWER NOTES 1. AL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE: A. MATERIALS: PIPE AND FITTINGS 12" AND SMALLER IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR 35. PIPE AND FITTINGS 15" AND LARGER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679, T1 OR T2. 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 OR SADDLES ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF THE JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM SPECIFICATION D2321. ONLY CLASS I OR CLASS II EMBEDMENT MATERIAL SHALL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE, IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ABOVE THE SEWER MAIN FOR ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED OVER SEWER LATERALS EXTENDING FROM THE SEWER MAIN TO THE RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON THESE PLANS.. 6. WYE FITTINGS SHALL BE INJECTED MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 450 ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLUG OR CAP (SOLVENT WELDED). 7. ALL LATERALS SHALL BE EXTENDED A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF 4" IN DIAMETER, EXCEPT AS SHOWN ON THESE PLANS. 8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS, LATEST EDITION (SEE GENERAL NOTE 2). MANHOLES FOR PIPES 15" AND LARGER IN DIAMETER SHALL BE LINED BY A METHOD APPROVED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 10. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS /CU. YD. OF CEMENTATIOUS MATERIAL AND HAVE A MAXIMUM WATER /CEMENT RATIO OF 0.50. CEMENT SHALL BE TYPE II. 11. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AS ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 -HOUR MINIMUM NOTICE SHALL BE GIVEN TO THE CONSTRUCTION INSPECTION DEPARTMENT FOR TEST AND INSPECTION. 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360° IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTYOF THE CITY. CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE, OR PLASTIC LINER. 2. PRIOR TO THE -INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. 5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. CITY OF BAKERSFIELD STORM DRAIN NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A.REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICITIONS. (SEE GENERAL NOTE 2) B.JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C.CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. D.IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. CITY OF BAKERSFIELD TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND /OR PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING AND WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. THE FOLLOW/NG CITY OF BA KERSFIEL D S TA NDA RD DRAW /NGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR 70 OB TA IN LATEST E91 TION THEREOF) CONCRETE SADDLE DETAIL NO SCALE NOTE.• CONCRETE ENCASE SEWER MA IN 5' (FEET ON EACH SIDE OF PROPOSED STORM DRAIN LINE. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN PRCJFCT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MA Y REQUIRE REMO VA OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS 911- a -llF7o _ CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® SW 1 SEWER LA TERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS F-I SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE F-1 D -7 RIGHT OF WA Y FOR CONSTRUCTED CHANNELS El 5W -3 PA VEMENT PA TCHES F-I D -8 RIGHT OF WA Y FOR LINED CONSTRUCTED CHANNELS ® SW- 4 MANHOLE, TYPE 'A " WITH DROP CONNECTION ® D -9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNDERDRAIN ® SW- 6 6" CLEAN OUT ® D -11 DRAINA GE BASIN F-I SW- 7 HOUSE CONNECTION WITH VCP SADDLE F-I D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP F-I D -13 CHAIN LINK GA TES El SW -10 SAND TRAP ® D -14 CA TCH BAS /N, TYPE 'A " ❑ SW-11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BAS /N, TYPE 'A -1 " ❑ SW -12 SEWER L /FT STATION I/AL I/E BOX ® D -16 GUTTER DEPRESSIONS F-1 D -1 INTENSI TY VS. DURA T/ON CURVES ❑ D -17 JUNCTION BOX El D -2 RA TIONAL METHOD RUNOFF COEFFICIENTS ® D -18 MANHOLE, TYPE 'B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE 19 ❑ D-4 CHANNEL PROTECTION ® ST -22 TRENCH BACKF /LL & COMPACTION ❑ D -5 RIGHT OF WA Y FOR NA TURAL CHANNELS ® ST -6 STANDARD PA VEMENT PA TCHES CONCRETE SADDLE DETAIL NO SCALE NOTE.• CONCRETE ENCASE SEWER MA IN 5' (FEET ON EACH SIDE OF PROPOSED STORM DRAIN LINE. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN PRCJFCT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MA Y REQUIRE REMO VA OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS 911- a -llF7o _ o 3 ......... .......... i ..........t........ 1 } I f 1 7:1 � own- 0 m n ........ � 3 ......... .......... i ..........t........ 1 } I f 1 E s 0 0 ........ �i Q 0 SEWER—STORM DRAIN LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER OUTLET STRUCTURE PER W-0- M., | ' "c m | c� . o ci | zc 7T 1 r, 7, r:. -,- —15:4n r,, - _z7 18" INV=/ CONSTRUCT 103 L.F.± 18" CL 3 352.37 RCP STORM DRAIN W/RGJ @ 2.0% rA"'� C R 0 S S' SECTION NO SCALE TMH 356.9± PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANDUT PROPOSED STORM DRAIN MANHOLE ----'ss ----- PROPOSED SEWER LINE ~/SIZE - -----so ----' PROPOSED STORM DRAIN VV/SIZE PROPOSED WATER (SEE WATER PLANS) 70 PROPOSED TYPE "A" CATCH-BASIN ---------' PROPOSED RIGHT-OF-WAY 8D STORM DRAIN STATION 85 SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER OUTLET STRUCTURE PER W-0- M., | ' "c m | c� . o ci | zc 7T 1 r, 7, r:. -,- —15:4n r,, - _z7 18" INV=/ CONSTRUCT 103 L.F.± 18" CL 3 352.37 RCP STORM DRAIN W/RGJ @ 2.0% rA"'� C R 0 S S' SECTION NO SCALE TMH 356.9± TMH 356.7± 18" U zc �� ---���F---=��---------------------------�---------------------------------�� < Z _J' Ln m 000 Li cn PARCEL 24 PARCEL 12 CN OTY OF BA ;K tA SEMEN T(S) 1 15 151, Li PROPOSED R/W ---------- ----- - %4, . . . ........ .............. . . ..... . . .......... ....... 77' ..... 12 19 21 2 20 N89014914519W 15 N89 16 Ste PANAMA LANE EX 011- LINE.) 01L I INV BY 0 FUTURE IMPROVEMENTS (BY OTHERS),\ FUTURE IMPROVEMENTS THE RS) �-- --- �r--------------------------------------------------------- PANAMA LANE is CL-3 RCP w/RGJ NOW- STORM DRAIN @ 0.20% 365. . . . . . Of . . 0 . . . . . . . . . . . . . . . . . . . _ . . . . . 360 ' ' - . . . - ' .................. . . . ---o---- ------ _. - - . . . . . . . . . . . . . . . . . . . . . . . . . . . 355� ' ' ' FI(7��/��- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ap . . . . . . . . . . . . . . . . 350. . . . ��.��\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .���~ . . . . . � ��/. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT TO L. F.: '12^ PVC SEWER. v� (l1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 345 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ____�_______ .......... ........... .......... .......... ..... .......... .......... .......... .......... .......... �.......... VULCAN MATERIALS '� ` `'�~' `' ` '`'' ` ' ^-' `'' `�^~ 17+00 1 19+00 ~ 21+00 22+00 PROFILE < Z < - LL Lij U7 - N—HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' -����� . . . . . . ^�`�^� . . . . . . . . . . . . . -���/l `'�`' . . . . . . . . . . . . . ' ' ' 355 ' . . . . . . . . . . . . . . . . . . . 350 . ��. . . . . . . � �� i. LJ -� /1�� ^'-'^� U'.. c� _J ' uu' UT 34/l 23+00 24+00 . � co z 10 ui mmx I I| ^3| uz IRCP STORM DRAIN W/RGJ @ 0.20%) :2 cn 352.54 18" INV= rB_�� CROSS-SECTION Q.0) NO SCALE TMH 356.7± 18" U zc �� ---���F---=��---------------------------�---------------------------------�� < Z _J' Ln m 000 Li cn PARCEL 24 PARCEL 12 CN OTY OF BA ;K tA SEMEN T(S) 1 15 151, Li PROPOSED R/W ---------- ----- - %4, . . . ........ .............. . . ..... . . .......... ....... 77' ..... 12 19 21 2 20 N89014914519W 15 N89 16 Ste PANAMA LANE EX 011- LINE.) 01L I INV BY 0 FUTURE IMPROVEMENTS (BY OTHERS),\ FUTURE IMPROVEMENTS THE RS) �-- --- �r--------------------------------------------------------- PANAMA LANE is CL-3 RCP w/RGJ NOW- STORM DRAIN @ 0.20% 365. . . . . . Of . . 0 . . . . . . . . . . . . . . . . . . . _ . . . . . 360 ' ' - . . . - ' .................. . . . ---o---- ------ _. - - . . . . . . . . . . . . . . . . . . . . . . . . . . . 355� ' ' ' FI(7��/��- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ap . . . . . . . . . . . . . . . . 350. . . . ��.��\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .���~ . . . . . � ��/. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT TO L. F.: '12^ PVC SEWER. v� (l1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 345 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ____�_______ .......... ........... .......... .......... ..... .......... .......... .......... .......... .......... �.......... VULCAN MATERIALS '� ` `'�~' `' ` '`'' ` ' ^-' `'' `�^~ 17+00 1 19+00 ~ 21+00 22+00 PROFILE < Z < - LL Lij U7 - N—HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' -����� . . . . . . ^�`�^� . . . . . . . . . . . . . -���/l `'�`' . . . . . . . . . . . . . ' ' ' 355 ' . . . . . . . . . . . . . . . . . . . 350 . ��. . . . . . . � �� i. LJ -� /1�� ^'-'^� U'.. c� _J ' uu' UT 34/l 23+00 24+00 . � co z 10 ui mmx I I| ^3| SEWER—STORM DRAIN LEGEND . PROPOSED SEWER MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS -.4) - PROPOSED SEWER CLEANOUT OTHERWISE NOTED. - PROPOS T RM RAIN MANH ALL SEWER LATERALS ARE �$$ UNLESS OTHERWISE NOTED . E1 S • •LE ss PROPOSED SEWER LINE w /SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER SD PROPOSED STORM DRAIN W /SIZE FLOWLINE. . .......... __..... ..... ---- ...- -.. 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( ,, � : t : Q _1_: '.. ;; :t.; . _��_)l : 1-1-1 : ;l -- : �, _z- : . -, : _J ..................................................... ............................... ........................................................... ............................... .... ............................... 30 )rr Fes. 1 4'. y . . . .A 4F_ . ,� ���� � / � /r ° ��� . . . . - ._.......- .�......,.__ ...�. . . �: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /,Z�/)�, OA��-I� w . - -,r. ..�..,.�,.:,.,�.. �.....� .. �: ..,- _ �..r. M...� � -� _ � . . r� �... �... �. W. �� ...� �.� .W w ---r, - _ �r. -----Y .M..�- r•�-- ---- ----- --r^,. ,..�r., _�..-.�..•. ...rrr..r....�-..�......�,- r- ---W.. `'�o . � W��.... � � � � . �.,. � � � � � . -,-r------ �...�.._._..�.....- .....�.. ----.---_ .--- -..... - ....- r....... -�, r••.�..r- ...- .- .. -ww-. ..-...--r-- ... . r.�.�., __t_ . �......... ------v-- . ---..... r. _ , � � � .rwr , �� � •: --..• :-- .- rr,.:.��.:..-_ v--,-�' _... � . � . k � � , 355 ....................... .1...1...1...1................. ..1...1...1...1...:...:...:...: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t I ................................................ ............................... .... ............................... :.....355 . . . i Uk.i .)vi.v .r.= UUIVJIKUI:I 00/.0 Lr.J_- 12" PVC SEWER C� 0.12% . 12° PVC SEWER @ 0.12% 12" PVC .SEWER CAD 0.12%. 335 :...:...: .................................................................................................................. ............................... ....................... 335 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 nnnrii r r- � I RIV. 1� � Y ", 4N v _." • '• C" v� . . cl) , .: -f– nr � > CD ; 0, �1_ . 0 6., lcs_ ' 0 ,-�l 1. .- Ll4 <.� 'Ilk, , 41 11 `�', 38 I" 10"6 IN i 17: : : : : : : : . . . . . ..................................................... . 350 .................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... .......................................................... ............................... ........................................................... . . . . . . . . . . . . . . . . . . . . . . . . . ............................... ... ............................... ............................... ............. ......................1... . . . . . : . . . . . . i ., . I I . � . . . : : : 350 � t � t f : � s : . Q � . . 7; W �' W .... .............................................................................................. ..............................: . I I . . . . . Q z = . v I : <z- Q - 345... ............. ....... ............................... .............. .......... ... .............................. . . . ............................... ............................ . ....34.5 Q W W i ____ CONTRACTOR TO VERIFY IN FIELD �. (f) . . . . . ��, . t i PRIOR TO ANY CONSTRUCTION i ' oQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �/ . . . �� ON THIS PROJECT, AND NOTIFY :: i . .: ENGINEER IF THERE ARE . . J �, llb ,11� \ i� �4i' ANY t ;, A DISCREPANCIES. . . . . 340 . . . . . . . . . . . . . . . + I . . . . . . . . . . ,.b- - . . . . . . . . . . . �,\ � �: : �.. : :. ......... ............................... ., �x* w N 340 . . . . . . , r -; ?� t � 'b 'l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . ;T `+. wl . . . . . . . . . . . . . . . . . . . . . . . . . . . Uk.i .)vi.v .r.= UUIVJIKUI:I 00/.0 Lr.J_- 12" PVC SEWER C� 0.12% . 12° PVC SEWER @ 0.12% 12" PVC .SEWER CAD 0.12%. 335 :...:...: .................................................................................................................. ............................... ....................... 335 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 nnnrii r r- � I RIV. 1� � Y ", 4N v _." • '• C" v� . . cl) , .: -f– nr � > CD ; 0, �1_ . 0 6., lcs_ ' 0 ,-�l 1. .- Ll4 <.� 'Ilk, , 41 11 `�', 38 I" 10"6 IN i 17: : : : : : : : 3 t t t t t i t 3 : 1 MM� QV : : � t � t f : s : t p I 3 E i E i i O E n� ` i v : � �J : i t Q i W L oQ 5i (o V Lt W ONME 0 CN n 0 Q O SEWER —STORM DRAIN LEGEND sQ-- PROPOSED SEWER MANHOLE �-- PROPOSED SEWER CLEANOUT Q F— w PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w /SIZE SD PROPOSED STORM DRAIN W /SIZE Q F— w PROPOSED WATER (SEE WATER PLANS) �a PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT -OF -WAY SD STORM DRAIN STATION ss SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE F-) rr\ ii C"I'li nK I LSON RCE 38265 (EXP 3- 31 -15) CONSTRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W /RGJ 0 0.20% INSTALL CAP ----, ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLI N E. APWROVED BY: MART /N P. SHAW. RCE32178 (EXP 12/31/14) A 360 . ................ . ............. 355 . . . . . . . . . . . . . . 350 . . . . . . . . . . . . . . 345 . ............. �0 . ......... 340 . . . . . . . . . . . . . . DATE . 1z *rvc StwtK a Q.iz7 iz rvc; �twtK 0 U. zr 335. ............ ............................................ ............................... 10 +00 11+00 12 +00 13 +00 14 +00 _00 ° ° z ' CONSTRUCT 15 L.F.f 18" ( z I p p0 CL -3 RCP STORM DRAIN I m o I . W /RGJ @ 0.20% s I ti� U z 18" INV= 18" I N V 347.70 i CONSTRUCT 29 L.F.f 18" z I I C( CL -3 RCP STORM DRAIN 'Sc� s I m a' I W /RGJ 0 0.20% o � . •�. I = zo I — Q — — U 18" INV= 347.77 " SWR INV= CONSTRUCT CONCRETE 1\ \ 24 INV= 5.71 PIPE SADDLE PER DETAIL A 2 36" INV= 345.01 343.96 A CROSS— SECTION �TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W /RGJ ® 0.20% INSTALL CAP INSTALL CAP W. ........................ _ — ............... 10° INV N= 346.27. 36" INV W= .. T-43. 00.............. . ... �.. .... � ...................... . LLJ Q0. .(n W. ....:....:....� x:345 �78 "�IKV.E_ Z Li 00 12° INV S= 3Ra� ...:.........:....:....:........: ....:..... ....:....:....:....:. ...:. 3�.2z.... z I_ z Q F— w F 0 ry w o - 343.00 . . . . . . . . . . . �=3w U T 18" INV= 18' INV 347.58 347.52 CONSTRUCT 28 L.F.f 18" CL -3 RCP STORM DRAIN W /RGJ @ 0.20% *LATERALS TO BE MAINTAINED PRIVATELY o© V' z s � ss CONSTRUCT 42 L.F.f 18" CL -3 RCP STORM DRAIN W /RGJ @ 0.20% 0 INSTALL CAP a — 18" INV= 347.60 12" SWR INV= CONSTRUCT CONCRETE 345.53 PIPE SADDLE PER DETAIL A 24 INV= 2 345.26 RCEL 6 _ 620S.,; j w� ss 24 10 56 05 „ass w ss w `•,'''— Z _ 3" STUB & CAFE' ::D w )% -_. __ `` _ 0 Cn PARCEL 18 I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' .360 .................... :355 ................ . /7 U7L .......................... ............................... .. ... :. .:. .:. .:. . ". . ". . ". . ". ... ... ... ........................ _ — ............... 10° INV N= 346.27. 36" INV W= .. T-43. 00.............. . ... �.. .... � ...................... . LLJ Q0. .(n W. ....:....:....� x:345 �78 "�IKV.E_ Z :350 12° INV S= 3Ra� ...:.........:....:....:........: ....:..... ....:....:....:....:. ...:. 3�.2z.... • � N. 24" INV -E= z i 343.77. . � W W . o - 343.00 . . . . . . . . . . . 18" INV S= . . . � . . 343.77. i to . 36" INV .S= 18° INV N= w D z 343.00 .343.0 LL z ................................... �.. ......�..........._�....�...... . �................�....... �...................... . . . . . . . . . . �. ...........................�... . . . . . . . . :340 . .......................................................................................................................................................... CONSTRUCT 412.8 L.F.t CONSTRUCT 350.0 LF:t W Lo CONSTRUCT •350.0 LF.t . 12 PVC SEWER O 0:12 � � � � ................................................................................................................................................................ � � � � 10" PVC SEWER 0 0.15% � � � � � 10" PVC SEWER 0 0:15 ............................... . 335 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 W PROFILE F_ a■ �r. 924.14 coot vQ DATE: T DRAWN BY: z i JHH SCALE: c z - «0 CN i a■ �r. 924.14 co to CD ROLL DATE: T DRAWN BY: MED i JHH SCALE: NO SCALE z - «0 CN i to • LD w D z w� i LL z c) U) < F W Lo T_ U) CID a r z to U. v W a■ �r. 0 j,�q pFES S /pr.HULS0ti`F2 � z m * 31/15 \C FoF CA4\F 924.14 FILE: ROLL DATE: 0911812014 DRAWN BY: MED i JHH SCALE: NO SCALE z CN i • cL m i LL z c) U) < W n T_ < U. v F_ 1 v C/) Z z 0 CL w Of z w VJ z //� w 0 U) < r 2 0 ) r i g l 0 j,�q pFES S /pr.HULS0ti`F2 � z m * 31/15 \C FoF CA4\F JOB NO.. 924.14 FILE: ROLL DATE: 0911812014 DRAWN BY: MED i JHH SCALE: NO SCALE 00 CN i • cL i LL z c) U) < W n t < U. cl) 1 t C/) JOB NO.. 924.14 FILE: ROLL DATE: 0911812014 DRAWN BY: MED CHECKED BY: JHH SCALE: NO SCALE SHEET 5R OF 9 SEETS r Mg. M' CM n LU o... Cn MAINTAIN 12 FOOT TRAVEL LANE GV3HV >180M OV08 aV3HV 03SO10. JVI I.H91b OV3HV 0`3SOX0 3NVIIHOW 03SOI0.3801-3 4 3NVI V3NVI3 ............ ------- JA31 aNvoemotm 0-:3SO13 MAI ----------- ............. J.431 d33)1 LU +) tz FA --- -------------- ----- - Prime Gin r c car: FS Land Services Job Number-: Fiel"d Contact: Randy Bergquis�t Plan Number: 1 3C077 Contact. Number: 661 -808-.5997 Permit Number: Sol 0 IWAM Speed Min. Merging, ...................... _1 Length (L) in Feet Min. Number of Devices ROAD WORK AHEAD a a Taper Length, Number of Devices, and Device Spacing iable (Imperial) CAMUTCD ...... ... ... . ... . . . . ......... ... Speed Min. Merging, Taper Length (L) in Feet Min. Number of Devices .... ... . .......... ..... . .. . . . . .. . . . ............... Maximum Device Elluilhelix j6pacial ...... Lane Width (W) in Feet Lane. Width (Y1) in Feet 4.4.... --------- Spacing in Feet .... .......... ------------_-- 44404,410 NONON ..... %k ........... ... ................. ....... ...... ....................... wo .................... ....... --- ......... . ........... Along Along MPH 9 10 11 12 9 10 12 Taper Tangent FT .. ..... ... - - -- ----------- 25 or below --------- 95 - ------ --------- -- 105 ------------------ ----- 115 125. 5 6 6 ---------- - - ----------- 6 --------------- ----------------------- 25 50 155 30 ------------ VAPOWWW" 135 150 —6 165 180 6 7 Moo 00 7 30 60 -------------- 200: -------------------- ------- 35 185 205 ---- ...... ------------ 245 7 225 8 ---------- 8" 35 70 --------------- --- ---- 40 24:0 270 295 320 7 8. 9 -------------- - - 9 40 -------- ....... 80 305 --------------------- 45 ------------------ - -- 405 ........ 495 540 10 11 12 3. ---- 13 . . . . . . . . . . . . . . . . . . ------ ... ......... 45 9-0 360: 50 450 500 605 660 10 0101 12 .................. ............. 3. ....... 50 100 40 55 495 ................... ........... ....... 55.0 .... Now 605 660 10 12 . . . . . MW ..... . .................. 13- 49 55 110 - -5 . .. . .... . ........ ------------- Table 6C-3, Taper Length Criteria for Temporary Traffic Control Zones (CAMUTCD) ----------- - -------- Type of Taper ----------- ---- - - - - - -- Taper Length (L)' Merging Taper at. least L Shifting Taper at least 0.5L Shoulder Taper -------- --- --------------- at least 0.33L, One-Lane, Two-Way Traffic Taper ---------- ----------- -- 30 m (100 ft) maximulm, Downstream Taper .. ...................... ------------------ 30: m (100 ft) per lane A ................... .............. .. . ........ . . -------------------- AMA ....... 44' WWWWWWWAN - --------------------- - --- --- - - ------ ----- ------------- ---------------------- Table 6C-4.. Formulas for Determining Taper Lengths (CAMUTCD) ------ - WOW—— .. ......... 4k ......... -Wow., Speed Limit (S) ---- ......... ------- ----------- - ...... Taper Length (L)*, Feet. 4.0 mph or less L ------- ------- ----- - mkk ..... ....... .............. I .......... ............. 100-O.O.M.. ......... *""'k'k"okkk.'.Nkk-,kkkoo,-.-.km ............................ ---------- .......... .......................... .60 .............. 45 mph or more L WS Where: L taper length in feet ----- - ---- - -- =width W idth of offset in feet S = posted speed limit, or off-peak 85-th percentile speed prior to work ............ . starting, or the anticipated operating speed 'in mph ....................... ------------ ------------- ---------- --- - ------------------- ------------ ... .. ... . W: WAS& 00% OUR: ... . ...... STAN C3 CU3j 0; Lag jM 0. -N- 0