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HomeMy WebLinkAbout1.2-6383 Record DrawingN sJ E LA SALLE CT 1' w 4 PHASE 1 PHASE I H Ute' r DIAMOND .,QAKS AV;= I V) a QiI VALLYVIEW fg z7 PANORAMA Q T 4p CT M HLANDER AV z ER LF 6" PVC SEWER 253 Z 560 CANYON J:VIEW CT TI I 4" PVC SEWER 0 X HTGFiLiiNC OAkS DR•o a C � HIC[1lAND KNOLLS 00 DR r -FAIR OAKS DR O ST 2, AUBURN OAKS OR N Ri1LLIP1�- 3 EA 3 EA 1 NORTHRIDGE AUBURN =cn ¢� EA PLAZA EA LA SALLE CT 1' w 4 PHASE 1 PHASE I H Ute' Ok I V) a QiI VALLYVIEW fg 1,640 LF 655 CT E RIDGEWAY CT LF 6" PVC SEWER 253 Z 560 CANYON J:VIEW CT 1,233 I 4" PVC SEWER Z: LF 1,054 LF HIC[1lAND KNOLLS 00 DR SEWER MANHOLES �a II K� . a: AUTUMN RIfj EA OR EA Ri1LLIP1�- SEWER ANSSTORM DRAIN lTvlPlZc)v1lEM1F.,,fN* PLANS CONDOR ST.- --— CD c C! IEETOP iyI} a`N 0 5. SWEET BRIAR LN v~ w �T � uJ � MORNINGSTAR �3AV � J� ` z `n _--' 'TTTTTLLULf rt-I�r•I-I-1-1 -ll-- LLLJJJJJ T Q =7 tWt A4T%Vt JTR 5982 T` ply 6600 o VICINITY MAP N. T.S. MATERIALS LIST ESTIMATED QUANTITIES PROJECT O' SITE I TEM PHASE 1 PHASE 2 PHASE 3 8" PVC SEWER 1,640 LF 655 LF 251 LF 6" PVC SEWER 253 LF 560 LF 1,233 LF 4" PVC SEWER 1,122 LF 1,054 LF 1,054 LF SEWER MANHOLES 6 EA 4 EA 5 EA CLEAN—OUTS 3 EA 3 EA 1 EA STORM DRAIN MANHOLES 5 EA 2 EA 0 EA TYPE "A" CATCH BASINS 5 EA 3 EA 0 EA OUTLET STRUCTURES 1 EA 0 EA 0 EA 18" RCP 985 LF 643 LF 0 LF 27" RCP 165 LF 0 LF 0 LF 33" RCP 320 LF 0 LF 0 LF 36" RCP 373 L,'- 0 LF 0 LF A] TRACT' 6383 CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA INDEX **toloym• 1 moloNloo(ON 01 COVER SHEET 20 NOTES AND TYPICAL SECTIONS 30 MORNINGSTAR A VENUE - PLAN AND PROFILE ® SETH ALEXANDER WA Y- PLAN AND PROFILE 05 DRUMMOND STREET - PLAN AND PROFILE © ANACONDA A VENUE -- PLAN AND PROFILE 07 SWEET GRASS DRIVE - PLAN AND PROFILE ® SHELBY LYNN AVENUE - PLAN AND PROFILE �9 SEINER EASEM'T/ANACONDA/SWEET GRASS STORM DRAINS - PLAN AND PROFILE �0 SHELBY LYNN STORM DRAINS - PLAN AND PROFILE VACAW 1 2 3 5 6 7 £i 9 10 11TRE O I MORNINGSTAR AVE. ,3 TENTION l — 8 BASIN 1 1 2 3 '0 95 69PH A 1 15 14 13 12 94 71 68 O 93S 72 I 167 1 16 17 -18 19 20 92 � � � 73 ss o � j ORUMMOND ST. J V 91 2 74 65 8 11 4 21 90 ¢ 09 75 64 3 5 4049 22 �2 y ¢ `2 76 63 3 47 ' 89 ¢50 O G-- 71 23 W I88 77 PH,48 51 4, s ¢ s - 52 12 MISSOULA .ST. 87 2 78 61 N 9 45 ¢ -86 79 0 � 53 5 7 24 (5 � 44 6roBN25 mma 85 - I...4 I 130 59 1 5 i 54 43 a 6 v 26 S T E I 84 81 58 55 42 J -- - ---- -PHA --- 27 83 i 7 82 57 56 41 I >_10 15 14 13 W 28 SETH ALEXANDER WAY ® 29 40 39 38 37 36 35 34 33 32 31 O 30 -- - ----- 7 -I MCANT NO TE: PHASES WILL BE CON57RUCTEO TRACT 683 IN SEQUENTIAL ORDER. KEY MAP SCALE: 1'=200' BENCl3 MARK: V TOP CONC. MONUMENT ® CENTERLINE INTERSECT70N PANORAMA DRIVE Q AND THORNER PER CITY BM BOOK. ELEV=1319.32' (USGS DATUM) ENGIr'EER'S CERTIFICATE: LEGEND 2 j CATCH BASIN W/NUMBER ,30 DRAINAGE MANHOLE W/NUMBER 4 m SEWER M4NHOLE W/NUMBER i © SEWER CLEANOUT W/NUMBER ® SHEETINDEX NUMBER I HEREB CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERS=IELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMFROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. I BRETT DA WSON R.C.E. 54058 REVIEWED BY: JUE.":)'R. LAROCHELLE ASSISIJ TAT PUBLIC WORKS DIRECTOR, e CITY OF BAKERSFIELD APPRCNED BY: RAUL M ROJAS R.C.E. 39880 (EXPIRES 12/31/07) PUBLIC WORKS DIRFClUt=, RECORD ����� CITY OF BAKERSFIELD k otAvl �o l%3%4qt' �mCLo X I m 0 LLJ z 0 U) a� 4 �` o co LLI In Of � i LTJ } m CC Ni i_ 0 I- M M, Q 0 0 CIS p Z ti �mCLo X F- -i m 0 LLJ a� 4 �` o co In � i } m CC Ni co 0 I- M M, m w<C t 0 CIS p Z ti a. o v a. o < c a SHEET' 1 OF 10 1 co 3 0 v E S a� 4 �` o c I .... i CIS Q.i sr# z SHEET' 1 OF 10 1 co 3 0 v E S CITY OF BAKERSFIELD - SEWER SPECIFICATIONS SEWER NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION, 2. VCP INSTALLATION: A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF OF SECTIONS 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C- 72. B. JOIN TS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DES/ GNA TION C-425. 2. THE PIPE FITTINGS FOR 6", 8", 10'; AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING W/ TH THE CURRENT ASTM DES/GNA TION C-425. EXCEPTING THA T A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORA TION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. J. THE PIPE AND FITTINGS FOR PRI VA TE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DES/ GNA T7ON C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. 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 /N LINE ON NEW PIPELINES; CUT -IN F/ TT7NGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE /N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED /N ACCORDANCE WITH ASTM D 2321. ONLY CLASS 1, 11 OR 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. 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 F/TT7NGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE /N 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 SHOULD BE INSTALLED /N ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED /N ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED /N -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7 THE MANHOLES SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED /N ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE AND ENSURE 2.25' COVER AT PROPERTY LINE AND 2.5' COVER AT GUTTER FLOWL/NE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW -1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING 1 FOOT ABOVE SEWER MAIN TO RIGHT-OF-WAY LINE. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE /N ACCORDANCE WITH CITY STANDARDS EX/STING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. GENERAL NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE /N THE CITY STREET RIGHT-OF-WAY, AND CAL TRANS FOR ANY WORK WITHIN HWY 184 RIGHT -OF- WA Y. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQU'REMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: 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 LIAB/LF.7 ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT /S THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO AN Y FUR THER WORK. 6. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICA TIONS LATEST ADDITION. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION. 10. IF THE CONTRACTOR /S /N DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICA T7ONS OR FINDS DISCREPANCIES /N OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS /S ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED /N ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 13. 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 COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 14. SAN JOAQUIN ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SAN JOAQUIN ENGINEERING, INC. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFIL TRA TION, I T SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SA T/SFACTION OF THE ENGINEER A T THE CONTRACTORS EXPENSE. 17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCT7ON STAKING WILL BE SUPPLIED ONE TIME 8K THE DEVELOPER. ALL RESTAK/NG WILL BE BACKCHARGED TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE REPOPTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. 27. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. 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 INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL /MMEDIA TEL Y NOTIFY 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, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 22. AN OPEN STREET PERM/ T SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF- WA Y. UNL ESS SECURED B Y A SUBDI VISION A GREEMEN T, SECUR/ TY BA SED ON A N A PPR 0 VED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF --WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS / BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEW=R PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONIJECT/NG TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. CITY OF BAKERSFIELD - STORM DRAIN NOTES STORM DRAIN PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICA TIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICA TIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. 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 THA T THE RING HAS BEEN PROPERL Y LOCA TED AND SEA TED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SA TISFACTORIL Y REMADE. NOTE CLASS 1 BACKFILL rS NOT REQUIRED /F PIPE SLOPE EXCEEDS 1% THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. NO. DESCRIPTION ® S4/-1 SEWER LA TERAL MARKER ❑ S41--2 TRENCH SECT7ON FOR CONCRETE ENCASED PIPE ❑ SW -3 PA VEMENT PATCHES ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® SW -6 6" CLEAN OUT ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ SW -8 INDUSTRIAL SAND TRAP ❑ SW -10 SAND TRAP ❑ SW -11 HOUSE CONNECTION W/ TH CAST IRON SADDLE ❑ SW- 12 SEWER LIFT STATION VALVE BOX ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-3 CHANNEL PROTECTION ❑ D--4 CHANNEL PROTECTION ❑ D --S RIGHT OF WAY FOR NATURAL CHANNELS ❑ D--6 LANDSCAPED CONSTRUCTED CHANNELS ❑ D--7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS - ❑ D-9 PIPE SADDLE DETAIL ❑ D--10 SIDEWALK UNDERDRAIN ® D--11 DRAINAGE BASIN ® D--12 CHAIN LINK FENCES ® D--13 CHAIN LINK GA TES ® D-14 CA TCH BASIN, TYPE "A" ❑ D--15 CA TCH BASIN, TYPE "A-1 " ® D-16 GUTTER DEPRESSIONS ❑ D--17 JUNCTION BOX ® D--18 MANHOLE, TYPE "B" D--19 DRAINAGE WELL, TYPE "B" ® Sl -22 TRENCH BACKFILL & COMPACTION ❑ ST -6 STANDARD PAVEMENT PATCHES n "ORD DRAWN �cz-k�Z-kms 2®3 I 9� SIS"EET 2 OF 117 -; . - r;��z E 0 0 Ln - J m O L W < 00 V7 m CD vNi 00 r W o a Z < Z < o w r r� I 9� SIS"EET 2 OF 117 -; . - r;��z E 0 0 Ln zu < V7 cn W o, . C) Z w r r� � �' cit �= • cn W; �so z 0 y AI z ul) I 9� SIS"EET 2 OF 117 -; . - r;��z E 0 0 Ln LEGEND —8"SS— – PROPOSED SEWER MAIN SSMH #2 – SEWER MANHOLE NUMBER SD — – PROPOSED STORM DRAIN MAIN SDMH #2 – STORM DRAIN MANHOLE NUMBER QS – PROPOSED SEWER MANHOLE CO #2 – SEWER CLEAN OUT NUMBER QD – PROPOSED STORM DRAIN MANHOLE TMH – TOP OF MANHOLE ELEV. © – PROPOSED SEWER CLEAN OUT TCO – TOP OF CLEAN OUT ELEV. �l – PROPOSED SEWER CLEAN OUT INV – INVERT - - - – EXISTING SEWER MAIN ---- – FLOW DIRECTION – EXISTING SEWER MANHOLE 00 w NOTE: ALL STATIONING IS ALONG STREET CENTERLINE W Q EXCEPT WHERE NOTED AS SEWER LINE STATIONING. M CL J Ln � O J i\ QL N � 1 WZ 2 28+65.17 E 19+83.02 N Q J o d' 0 W N�~ + N z 0 O 0 27 SD 8"SS 8"SS- Z L0 N I �L Ocr Z o coo vN v o N Q Ccn J Q Ln U 0 co cnC U � J 5 i 0 N N - 33 "SD N 8'SS �- O N 5 20 20' 10' 60' 70 69 ANACONDA AVENUE SEE SHEET 6 .............b.......................... - - _165 IL 765 --- �..��.. lb . . . . . . .I . . . . . . . I_L6 R . . . . . . . . . . + 9 "r-� WZ760 $.. Qo ......... .. _..... J J �^ �. Z ..... �N .�`Jam. Q� ..� N 755 - -� - - - - - - --- -- - �CIO i. i. . . . . . . 0) ........i....... ................ I....... ...... 750 cn _ FU UQE RCP SD 745 - - - --- -- _ s . . . . . . . . . . . . . . . Q� 740 0� - _^.. �- - Z . I . , . .. • -. . . . : . . . . . . . . . . . . . . . . 735 r6o--LF-8"PVC -SS 0.407 ...... ................�........................ 730 - - � ------ - __ �. ............... ............... ............... 725 — - -- --- ................ i........................ ........................... 72L_ 26+00 0 7 31+85.17 E 19+83.02 N 8 9 I U. 10 + o0 z 0 O 0 v 0 �l 33'SD �_ 36 SD s- 5' 8"SS 5 iTC+-4 !/I 20 20' 10' SWEET GRASS DRIVE 11 .2 36 "SD 8"SS CN 14 13 _ SEE SHEET 7 cn ~ O v� O MORNINGSTAR AVENUE Lo O Qjco EN TION A SIN 21+00 28+00 29+00 30+ 00 i1+00 J2+00 33+ 00 J4+00 J5+00 J6+00 PROFILE �- -36" S.D. PER TF 6383 \ 765 760 755 750 745 740 735 730 725 720 37+00 36" RCP HEIGHT=4 8" N N SJE SCALE. HOR/Z.: 1"-50' VERT.: 1 "= 5' TRACT 6383 PROPOSED SUMP FUTURE EXPANSION TACK WELD 1'-6" x 1/4" l BY OTHERS l HEA T- TREA TED CHAIN TO I / LUG AND COVER GCP CONCRETE PIPE INLET l PER CAL - TRANS STD. D75B ' l INSTALL 8' 18" STORM DRAIN (BY OTHERS)/ 18" RCP / / 18" ,RCP 78" .RCP —/ #• INSTALL RIP -RAP AT END OF PIPE z�x£ AS DIRECTED BY C/TY INSPECTOR 3/4" ROCK FUTURE BASIN EXPANSION DETAIL N. TS. RECORD DRAWINGi �o-\,.O-t-b V) _ W U- z co O 0 v 0 �l 4-1 V) 00 w 00 ZC W Q v(J- "I- I-CCLr)z M Lr) 00 zvi 7W CC Lr) z w co �C \ 4j i jC+O pm Q y o o F-� m ►•i U -� SE WEA,' EA SEMEN T LLj a SEE SHEET 9 U ♦ R� z 00 Lo O Qjco EN TION A SIN 21+00 28+00 29+00 30+ 00 i1+00 J2+00 33+ 00 J4+00 J5+00 J6+00 PROFILE �- -36" S.D. PER TF 6383 \ 765 760 755 750 745 740 735 730 725 720 37+00 36" RCP HEIGHT=4 8" N N SJE SCALE. HOR/Z.: 1"-50' VERT.: 1 "= 5' TRACT 6383 PROPOSED SUMP FUTURE EXPANSION TACK WELD 1'-6" x 1/4" l BY OTHERS l HEA T- TREA TED CHAIN TO I / LUG AND COVER GCP CONCRETE PIPE INLET l PER CAL - TRANS STD. D75B ' l INSTALL 8' 18" STORM DRAIN (BY OTHERS)/ 18" RCP / / 18" ,RCP 78" .RCP —/ #• INSTALL RIP -RAP AT END OF PIPE z�x£ AS DIRECTED BY C/TY INSPECTOR 3/4" ROCK FUTURE BASIN EXPANSION DETAIL N. TS. RECORD DRAWINGi �o-\,.O-t-b V) _ U- z co O 0 0 �l 4-1 V) 00 w E- o\ rn N �D M Lr) 00 zvi 7W w i m Q y o o F-� m ►•i Z o U _ U- J co O �l 4-1 V) 00 W E- o\ rn N �D M Lr) 00 zvi 7W m i m y o o F-� m ►•i Z o a a o i 6)i ♦ U 4-1 I W E- co) to �D M zvi 7W F-� m ►•i O ♦ z .i C Q) co z � o ►—, W x a Z y U Cn SHEET 3 LEGEND —8"SS— – PROPOSED SEWER MAIN SSMH #2 —SD— – PROPOSED STORM DRAIN MAIN SDMH #2 QS – PROPOSED SEWER MANHOLE CO #2 QD – PROPOSED STORM DRAIN MANHOLE TMH © – PROPOSED SEWER CLEAN OUT TCO – PROPOSED SEWER CLEAN OUT INV - – EXISTING SEWER MAIN -- - EXISTING SEWER MANHOLE Nco v NOTE ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS SEWER LINE STATIONING. CONSTRUCT SSMH STA 9+95, 51 CONSTRUCT SDMH STA 10+05, 5'R 65 – SEWER MANHOLE NUMBER – STORM DRAIN MANHOLE NUMBER – SEWER CLEAN OUT NUMBER – TOP OF MANHOLE ELEV. – TOP OF CLEAN OUT ELEV. – IN VER T – FLOW DIRECTION QL U O O n SWEET GRASS DRIVE Q SEE SHEET 7 �- CL ul) I 10+00 E =164-30 N C QL ` � o _s I I -- -+ -18'So - I— 0 _._._..... - N 17 Q, + — +18"so 48 11 20 13+20 E 16+30 N 1 60• 1 SHELBY LYNN AVENUE SEE SHEET 8 DRUMMOND STREET 760 ' --- -- - -- - 760 .......1...... �F �............. .GII ............... I. . . . . . . . . . l . . . . . . . I I I 7551 I - --+ �. _ . ----� -- ----. _. 310 CF -T8 7�CP-SD-�-Q2SX}--------�-_ _ 755 ... . . . . . . .. . . . . . . . . . . . . . . . I . . . . . . .� Wk 0) CZ to cnn .a . 750 �- I -- - Fl N SH RADE A - -f- -- - - ,� - -- 750 ..........� ..... . d ..... . 1..�...'. T.. �....... F . z . . . . . . . . . . . . . . . . . .CE. . . . NE OF .STREET ... . . . . . . . .0 V. +. k . . . . . . . . . . . . �. . _ r 745 . - . .: -. ..... i 745 �...... 1 . ...� 4 N. . . . . . . . . . . . . . F . . . . . . . . . . . . . . — — _ I I. 740 ! - - -- - - 740 i....... ...... ................. 7 : I........................ . . . . . . . °° °° 735 7,351 E oNi O O a0F f^ n I . . . . . . . . . . . . . . . . . . 1 . . . . h oioi•II ^� 55., 11 ^^. .a I } r al�.� 730 - - --. - ? ? aZZ 730 320 L 8 VC S I ®0.3590 P j......i.............. .....�...... .............. 725 �----- -{ — - - - ...............k....... 720 9+00 10+00 17+00 PROFILE 12+00 13+00 l� 6 s,J E SCALE: HORIZ.: I"=50' VERT.: 1 "= 5' i I 541 z J 64 jd 0 \ CL49 10' 20' 1 20' 10' 60' 4-1 � SWEET GRASS DRIVE Q - SEE SHEET 7 Nco v O w IL O Q \ v J N 17 Q, + — +18"so 48 11 20 13+20 E 16+30 N 1 60• 1 SHELBY LYNN AVENUE SEE SHEET 8 DRUMMOND STREET 760 ' --- -- - -- - 760 .......1...... �F �............. .GII ............... I. . . . . . . . . . l . . . . . . . I I I 7551 I - --+ �. _ . ----� -- ----. _. 310 CF -T8 7�CP-SD-�-Q2SX}--------�-_ _ 755 ... . . . . . . .. . . . . . . . . . . . . . . . I . . . . . . .� Wk 0) CZ to cnn .a . 750 �- I -- - Fl N SH RADE A - -f- -- - - ,� - -- 750 ..........� ..... . d ..... . 1..�...'. T.. �....... F . z . . . . . . . . . . . . . . . . . .CE. . . . NE OF .STREET ... . . . . . . . .0 V. +. k . . . . . . . . . . . . �. . _ r 745 . - . .: -. ..... i 745 �...... 1 . ...� 4 N. . . . . . . . . . . . . . F . . . . . . . . . . . . . . — — _ I I. 740 ! - - -- - - 740 i....... ...... ................. 7 : I........................ . . . . . . . °° °° 735 7,351 E oNi O O a0F f^ n I . . . . . . . . . . . . . . . . . . 1 . . . . h oioi•II ^� 55., 11 ^^. .a I } r al�.� 730 - - --. - ? ? aZZ 730 320 L 8 VC S I ®0.3590 P j......i.............. .....�...... .............. 725 �----- -{ — - - - ...............k....... 720 9+00 10+00 17+00 PROFILE 12+00 13+00 l� 6 s,J E SCALE: HORIZ.: I"=50' VERT.: 1 "= 5' i I Ljr z J m jd 0 \ 4-1 w y Nco Sn w Q 0 ®al SI -3E E'7[' v OF 10-- w al 10 ry ' 3 a ■ 1n J Ljr J m jd 3: \ 4-1 y Nco Sn F-7 ♦ VI �'J � :G } o I- • m V .W^ ��� to zz � a _ w a ��{2 O U Q C]-- ®al SI -3E E'7[' v OF 10-- w al 10 ry ' 3 a ■ 1n J Ljr 4-1 W 0 F-7 ♦ VI �'J � :G I- • V .W^ ��� to � a _ U�. ��{2 ®al SI -3E E'7[' v OF 10-- w al 10 ry ' 3 a ■ 1n J LEGEND —8"SS— — PROPOSED SEWER MAIN SSMH #2 — SEWER MANHOLE NUMBER SD — — PROPOSED STORM DRAIN MAIN SDMH #2 — STORM DRAIN MANHOLE NUMBER (D — PROPOSED SEWER MANHOLE CO #2 — SEWER CLEAN OUT NUMBER QD — PROPOSED STORM DRAIN MANHOLE TMH — TOP OF MANHOLE ELEV. © — PROPOSED SEWER CLEAN OUT TCO — TOP OF CLEAN OUT ELEV. — PROPOSED SEWER CLEAN OUT INV — INVERT - -- -- — — EXISTING SEWER MAIN ----- — FLOW DIRECTION V — EXISTING SEWER MANHOLE 75 Lli NOTE ALL STATIONING /S ALONG STREET CENTERLINE — — I EXCEPT WHERE NOTED AS SEWER LINE STATIONING. I O iCL- J v � o U L ~ SETH ALEXANDER WA Y U C SEE SHEET 4 (J) 40 I I2' t i 1 83 84 85 N 86 Li i1 1LQ 10' 20 20 10 QQ 60 I � ' Q- a 39 1 1 — — — - Ln C4 16 SS 12 6,SS 3 10+00 N 24+43.47 E - N 15, O w N N i 38 _! L,,1 82 81 80 CL 79 SETH ALEXANDER WAY SEE SHEET 4 I I U J 88 89 J Lr) J N 0 J 0 �_ jN�u fn � � � L �o Q Q I Z �� ZQ Oti ZQW O�W CL Uco U c U 7£ 87 88 89 90 i i 0 J 0 �_ rN^T.- Lc v v 1 J fn c d Q Q I Z INN N CL 78 77 1 7£ V 75 Lli — I — — L — — 74 6 -SS — 15 -- 6SS- 16 91 11 92 1 93 1 _18 h 18 SD 74 1 73 1 72 94 95 MORNINGSTAR A VENUE SEE SHEET 3 I - � N = I I 0 P4, SCALE: HORIZ.: 1"-50' VERT.: 1 "-- 5' z o C2LLJ i i 0 J 0 �_ co fn c d w � CL � 78 77 1 7£ CA. 75 Lli a I � I o cr. N m p N p cr Ln rn' m r Ln 0) F- mp ca �Z � co +_ �� Q)�� �Q� o�w zQw o�w QcoU) QDcoco O ANACONDA AVENUE L` 91 11 92 1 93 1 _18 h 18 SD 74 1 73 1 72 94 95 MORNINGSTAR A VENUE SEE SHEET 3 I - � N = I I 0 P4, SCALE: HORIZ.: 1"-50' VERT.: 1 "-- 5' z C2LLJ i i 0 J 0 fn c d w � � CA. Lli a I � o cr. I 00 I CONS TRUC T SSMH#1 ' — — `o STA 19+78.02, 5L U V �r -- cV -- - 19+83.02 N 1 8 SS -+ _ I 28+ 65.17E 18"So 1 cn T_ 5' CONSTRUCT SDMH#1�t M STA 19+88.02, 5'R 11 co 10' 20' 20' 31 /01 4 71 70 MORNINGSTAR A VENUE >'--•+ SEE SHEET 3 0 ►—, W k�� a Z y I U .4 I cn i 11+00 12+00 13+00 14+00 15- 00 16+00 17400 18+00 19+00 PRO. ILE 775 770 765 760 Cnl.... 755 750 - 745 740 N ca ^ . 735 20+00 ' 730 RECORD DRAWING l O- I qC3-, C2LLJ M J 0 fn c d � � CA. a o cr. rn' m r F- mp ca X O L` Z Q O J Q O S Q 00 I CONS TRUC T SSMH#1 ' — — `o STA 19+78.02, 5L U V �r -- cV -- - 19+83.02 N 1 8 SS -+ _ I 28+ 65.17E 18"So 1 cn T_ 5' CONSTRUCT SDMH#1�t M STA 19+88.02, 5'R 11 co 10' 20' 20' 31 /01 4 71 70 MORNINGSTAR A VENUE >'--•+ SEE SHEET 3 0 ►—, W k�� a Z y I U .4 I cn i 11+00 12+00 13+00 14+00 15- 00 16+00 17400 18+00 19+00 PRO. ILE 775 770 765 760 Cnl.... 755 750 - 745 740 N ca ^ . 735 20+00 ' 730 RECORD DRAWING l O- I qC3-, SIFEEET 6 off 10 117 U 4� O a C2LLJ M SIFEEET 6 off 10 117 U 4� O a LEGEND —8"SS— — PROPOSED SEWER MAIN SSMH #2 — SEWER MANHOLE NUMBER SD — — PROPOSED STORM DRAIN MAIN SDMH #2 — STORM DRAIN MANHOLE NUMBER SQ — PROPOSED SEWER MANHOLE CO #2 — SEWER CLEAN OUT NUMBER QD — PROPOSED STORM DRAIN MANHOLE TMH — TOP OF MANHOLE ELEV. © — PROPOSED SEWER CLEAN OUT TCO — TOP OF CLEAN OUT ELEV. I W coA — PROPOSED SEWER CLEAN OUT INV — INVERT - -- -- — — EXISTING SEWER MAIN co — FLOW DIRECTION co — EXISTING SEWER MANHOLE Q- ;z c NOTE.- ALL STATIONING IS ALONG STREET CENTERLINE oco EXCEPT WHERE NOTED AS SEWER LINE STATIONING. SETH ALEXANDER WA Y SEE SHEET 4 I - � ITS � I v 35 4'TYP - 1 i \ I I i - 27+63.47 E 34 ' +NJ I ! 33 SETH ALEXANDER WA Y SEE SHEET 4 C) J U 59 W m 60 J UN voOp UrLr r� N L Lo + v`N N W n I W coA O O O kz v co 57 J 58 59 W m 60 UN voOp UrLr r� N L Lo � v`N W n I W coA O O O kz U co U (J) U co o Q- ;z c � oco w -- 6"SS 1,2 Q 6 SS o +1 I— — o � 56 55 54 53 13 I ~ N co O U co h I'dO 6 "SS ca v 52 51 50 SWEET GRASS THRIVE 765 - - — - -r i o1........ ...... ...... ........ ........_ ...... ................ .......' ........ . `. . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . I . . . . . . . . . . . . . . . . . .O 760 ....... ii . . .o.. . . . . . . . ...... ....... .. . . . . . . . .... . . . . . . ...... .......... + I 755 -� - - - --- 0 ......j. 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I... 720 1 I 10+00 17+00 12+00 13+00 14+00 PROFILE 15+00 6"SS • 67 10+60\' oroll 16+30 E 16 1 l N `V 18 SD N \ 5 5I — I- Lr) J J J W m Zi� 4Ln UN voOp UrLr < vo L Lo � v`N �CN O O O kz U co U (J) U co 63 64 65 c I'dO 6 "SS ca v 52 51 50 SWEET GRASS THRIVE 765 - - — - -r i o1........ ...... ...... ........ ........_ ...... ................ .......' ........ . `. . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . I . . . . . . . . . . . . . . . . . .O 760 ....... ii . . .o.. . . . . . . . ...... ....... .. . . . . . . . .... . . . . . . ...... .......... + I 755 -� - - - --- 0 ......j. I � ....... ............... ... .�........ ................ ..... ....... ..... ...... ....... ................... ..... ........ 750 -- -- -- - --- ................ rt_.. 2 z ....... ..... ^ . o .. .. .. ..... . �. 745 ......................... ......?.;....... .. ....... ..... 'a..... ....... ......`° ....... :. R I. 740 i.............. ....... .......j. . .......� ....... ....... .... .. ............... ..... .. ............... ..... .. 735 �........ ........I . ....... . . . . • • • • • . 182 LF 6" PVC SS- ® .2;21% 101 L.F. 6 PVC. S ......: ......: ....... ............... ......: :.:@2..21� 730 - --- i -- --- - - --------- I --i . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . I ... .......�...... . . . . . . . . . ...... .. 725 - -- - --_-- - ............ **** I. ................ .......................................................... . ........ I... 720 1 I 10+00 17+00 12+00 13+00 14+00 PROFILE 15+00 6"SS • 67 10+60\' oroll 16+30 E 16 1 l N `V 18 SD N \ 5 5I — I- Lr) J r m wo w w �� O \ o N Lo 6 z d N N 4 rn J a Zi� 4Ln mo N OOH < vo � � v`N �CN �� �� �co c cn oco � ®Z SCALE. HOR/Z: 1 "=50' VERT.: 1 "= 5' NOTE.- ALL STATIONING IS ALONG CENTERLINE UNLESS OTHERWISE NOTED. MOf?NINGSTAR A VENUE SEE SHEET 3 68 69 1 I 6 I wr^ Vl' O o � I 00 I 7 77 Lo L' 8 SS 19 1-9+83.02 N — -� - -- I 31+85.17 E 18 SD 5' I CN 2.9 (� 20 20" iG' CL 60 16 DRUMMOND STREET SEE SHEET 5 16+00 17+00 18+00 15 19+00 I�I` zs' 10. I 10" 20 20' 10'1 so' MORNINGSTAR A VENUE SEE SHEET 3 765 i i 760 45 .... -_ 740 .... i - ----- - -j 735 i Co. M 730 �22Z -- - - 725 ....... .. I.... . 20+00 720 'J CONSTRUCT SSMH#2 STA 19+ 78.02, 5'L CONSTRUCT SSMH#2 STA 19+88.02, 5'R RECORD DRAWING 54M z�s * pEXP. 12-31 !q of m J r m wo w w m m z CLo O \ o N Lo 6 z d N N 4 rn J a z a o < 0 w w Q 0 of m J r m wo w w m m z CLo O \ o N Lo 6 z d N N 4 rn J a o a o < "i ■ pe � COO v1 I••� I �f Fyi ■ U.I SHEET 7 OF 10 LEGEND —8"SS— — PROPOSED SEWER MAIN SSMH #2 — SEWER MANHOLE NUMBER SD — — PROPOSED STORM DRAIN MAIN SDMH #2 — STORM DRAIN MANHOLE NUMBER (s) — PROPOSED SEWER MANHOLE CO #2 — SEWER CLEAN OUT NUMBER QQ — PROPOSED STORM DRAIN MANHOLE TMH — TOP OF MANHOLE ELEV. © — PROPOSED SEWER CLEAN OUT TCO — TOP OF CLEAN OUT ELEV. — PROPOSED SEWER CLEAN OUT INV — INVERT 44 — EXISTING SEWER MAIN -— — FLOW DIRECTION 5.°- — EXISTING SEWER MANHOLE v Qr SETH ALEXANDER WAY NOTE: ALL STATIONING IS ALONG STREET CENTERLINE Q SEE SHEET 4 EXCEPT WHERE NOTED AS SEWER LINE STATIONING. 5 � J C o F\ CQ O ti (j co l3 31 30 ►�-6 SS — h O) N 0 10+00 N 30+83.47 E 28 41 10 O N 8 27 42 N N � O N 1 � / Q Z cn n ALO 0 24 0 v� N 0 ) jrn � Lr + 44 45 .1 ►–;. >cn 5.°- v Qr SETH ALEXANDER WAY Q SEE SHEET 4 UcoSEE 5 SHEET 5 47 48 29 I I �7. 10' 20 20' 10' ►�-6 SS — h O) N 0 10+00 N 30+83.47 E 28 41 10 O N 8 27 42 N N � O N 1 � / Q Z cn n ALO 0 24 0 v� N 0 ) C � Lr CO� (V) V 44 45 .1 ►–;. >cn 5.°- w Qr Q DRUMMOND STREET UcoSEE SHEET 5 47 48 w 26 c QL- CL. 25 46 10+00 E 13+76.93 N N -Cox- 8 � 1-8'SS 13 8 SS- t — - -- — N N � O N 1 � / Q Z cn n ALO Lr) 24 0 v� 0 ) C � Lr CO� (V) V 44 45 .1 ►–;. 46 10+00 E 13+76.93 N N -Cox- 8 � 1-8'SS 13 8 SS- t — - -- — N 16+30 N 13+20 E 20 10' 20' 20' 10' t60' - f 23 22 21 oc MISSOULA STREET ot: r� co �Lc) Q) UC/)� cry Q) V) U(J) SHELBY LYNN AVENUE 755 - - --- - -- ---- - - - 755 . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . - . . . . . . . . . j . . . . . . . . . .198.1 LF 18" RCP SD 6 0.139. . . . . . . . . . . N �. 2 �. . . . . . . . J . . . . . . J . . . . . t� I ~ I" 1 = . . . . . . . . . . . . . . . . . . . . . . . . . . Z 750 .o. - i FINISH GRADE AT i . o . I o --� . __ _. _ .. .. - .___ - . _... _ � -' � CENIFRLlN OF STREET ,, � 750 z�........................ 1 ...... �..... ,. M. . . . . . . . p + . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . ^ i 2 N OV j ENCASE 8'. SS W/4` CONC SLURRY ti • • • . , • + . . . . . . . . . . . . . Z+. Z+. . Z p . .—. --. – r. .f0'EACHS. . . . OF1S� . . . . . . . . . . . .ov.. . . . . . .. . . . . . . . . . 745 -- - -- - — 745 ....... ....... �....... ...... �... . 10, g.... .. ...... � . 1 a..... �.......{. , 740 - - -- - - - - - 740 z - -- j{ . . . . . . . . . . . . . . . . . . ..T. . . . . • ui�i ^ 735 730 8+00 9+00 10+00 11+00 12+00 PROFILE 13-+00 14+00 15+00 16+00 735 730 U SCALE HORIZ.: 1 "=50' VER T.: 1 "= 5' I � O N L1 J. / Q Z Q I C (n Lr) 24 16+30 N 13+20 E 20 10' 20' 20' 10' t60' - f 23 22 21 oc MISSOULA STREET ot: r� co �Lc) Q) UC/)� cry Q) V) U(J) SHELBY LYNN AVENUE 755 - - --- - -- ---- - - - 755 . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . - . . . . . . . . . j . . . . . . . . . .198.1 LF 18" RCP SD 6 0.139. . . . . . . . . . . N �. 2 �. . . . . . . . J . . . . . . J . . . . . t� I ~ I" 1 = . . . . . . . . . . . . . . . . . . . . . . . . . . Z 750 .o. - i FINISH GRADE AT i . o . I o --� . __ _. _ .. .. - .___ - . _... _ � -' � CENIFRLlN OF STREET ,, � 750 z�........................ 1 ...... �..... ,. M. . . . . . . . p + . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . ^ i 2 N OV j ENCASE 8'. SS W/4` CONC SLURRY ti • • • . , • + . . . . . . . . . . . . . Z+. Z+. . Z p . .—. --. – r. .f0'EACHS. . . . 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N �. 2 �. . . . . . . . J . . . . . . J . . . . . t� I ~ I" 1 = . . . . . . . . . . . . . . . . . . . . . . . . . . Z 750 .o. - i FINISH GRADE AT i . o . I o --� . __ _. _ .. .. - .___ - . _... _ � -' � CENIFRLlN OF STREET ,, � 750 z�........................ 1 ...... �..... ,. M. . . . . . . . p + . . . . . . . . . . . . . { . . . . . . . . . . . . . . . . ^ i 2 N OV j ENCASE 8'. SS W/4` CONC SLURRY ti • • • . , • + . . . . . . . . . . . . . Z+. Z+. . Z p . .—. --. – r. .f0'EACHS. . . . OF1S� . . . . . . . . . . . .ov.. . . . . . .. . . . . . . . . . 745 -- - -- - — 745 ....... ....... �....... ...... �... . 10, g.... .. ...... � . 1 a..... �.......{. , 740 - - -- - - - - - 740 z - -- j{ . . . . . . . . . . . . . . . . . . ..T. . . . . • ui�i ^ 735 730 8+00 9+00 10+00 11+00 12+00 PROFILE 13-+00 14+00 15+00 16+00 735 730 U SCALE HORIZ.: 1 "=50' VER T.: 1 "= 5' 2 } m -j m Y m H ca p O 00 \ r N \ 3. b ,�1 (D (A r_ 1 cn rV 'O C) n z i a < Ji . v 0 a: .1 ►–;. >cn 5.°- w Qr Qr w �7. �► m 7�',.tC F-- CY a! : CO ... �� 0 I G H 1 2 } m -j m Y m H ca p O 00 \ r N \ 3. b ,�1 (D (A r_ 1 cn rV 'O C) n �Lu V i a < Ji . v S HEEr_ 0 F 10 01 �Lu V Ji . a: .1 ►–;. >cn 5.°- Qr Qr �7. �► m 7�',.tC CY a! : CO ... �� •� R� �t L*a G H 1 :� t V kt-1 �• Her -i > � �„ p ' < I U J f S HEEr_ 0 F 10 01 �Lu V S HEEr_ 0 F 10 01 LEGEND —8"SS— — PROPOSED SEWER MAIN SSMH #2 — SEWER MANHOLE NUMBER SD — — PROPOSED STORM DRAIN MAIN SDMH #2 — STORM DRAIN MANHOLE NUMBER QS — PROPOSED SEWER MANHOLE CO #2 — SEWER CLEAN OUT NUMBER QD — PROPOSED STORM DRAIN MANHOLE TMH — TOP OF MANHOLE ELEV. © — PROPOSED SEWER CLEAN OUT TCO — TOP OF CLEAN OUT ELEV. — PROPOSED SEWER CLEAN OUT INV — INVERT . . . . . . . . . . NA NDA AVENUE — EXISTING SEWER MAIN ----- — FLOW DIRECTION I — EXISTING SEWER MANHOLE FINISH GRAD�TREET 755 NOTE: ALL STATIONING IS ALONG STREET CENTERLINE CENTERLINE OF STREET EXCEPT WHERE NOTED AS SEWER LINE STATIONING. SCALE HORIZ.: I"=50 VERT: 1 "= 5' MORNINGSTAR AVENUE SEE SHEET 3 �a 5 ` 78, 215' CONS TRUC T CB SEE SHEET 3 11 J Z 0 g 1-8"SS 8"SS ------ - r j DETEN TION BASIN j CONSTRUCT SSMH#3 STA 10+00, 0' SEWER EASEMENT 12 760 - - -j---- 1.75.27 LF , 8" , PVC . SS. ®. 0.359'. .. ...... .....i....... �...� .�.. 755 _ ....... ....-...... I .... ... )-- ... ... j^ I . . . FINISH GRADE. AT . . . . . . . ^. CENTERLINE .OF EASEMENT o 750 o U O . . . . . . . . . . . . . . . . . . . . . . f . . ..... ....... �....... . 745 -- -- -- - - - �....... ..... ..... ..�.. y . . . . . . . . . 11 . I 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 740 I rr - - ---- -+- ----- --- l...... ...... .. ... {NOTL:, VER/FY EXACT. • • . it LOCATION AND DEP7H I lN' FIELD 735 .. - -- +--- .......'... ...�.. . . . . . . 1.0'MIN. . . . . . . . . . . . . . . . . . . . .-1N1�73f.84 .360. I . 1....... ... i. � I 730 - -- - z- - W� a I 3 - -N a.z. ......... . . . .... .. 725 z.?. .. . 10+00 11+00 12+00 SEWER PROFILE EX. 8" SS EXISTING SSMH#91 PER ASSESSM'T DISTRICT#93-1 Kole] 755 750 745 740 735 730 725 N SJE SCALE HORIZ.: 1 "=50' VER T.: 1 "= 5' CONSTRUCT CB#1 STA 9+ 75, 0'L - ,' NACONDA AVENUE SEE SHEET 6 IT 75 PHA SE 1 A CONSTRUCT CB#2 STA 10+ 15, 0 R PHASE 2 j CONSTRUCT SDMH 89 7 fi STA I0+00, 07R Ii ANACONDA A VENUE SEE SHEET 6 ANACONDA STORM DRAIN 765 �....... i ----- _.. +- �.......j....... SWEET GRASS DRIVE - ------------- I 765 760 �....... 25.00 LF 8" ..... .......1...... RCP SD �_--,--15.00 -0 0.2» 1 LF 18" RCP SD 760 O'0:1 9 "SD r GRASS. . i. . . . . . . ... I � . . . . . . . . . . NA NDA AVENUE 5 Zj F.' . ... FINISH GRAD�TREET 755 �. .. CENTERLINE OF STREET _ _CENTERLINE ....I...... 755 CONSTRUCT. CB#i .• / CONSTRUCT. CB#2. 745 FL ELEV=752.51 CONSTRUCT CB#4 yi� H FL ELEV=752.51 `V 49 STA 10+ 15, 0'R D=3.50'; cin I w �L =3.5; 'D=3.40' ' � Q,Q . . . . . . . . . . .— 0)t CONS'TRUCT FL ELEV=743.87 750qlj ....... ... 0 f s m— -- --- -----750 I.............. FL ELEV='743:87 M-•7 ... � rip . . . . . . . . . . . . i Y O L=3.5, D=3.50' a � it. . . . I a. CYa� . . . . . . . . . , . R . . . . ili 745 IO r- 0 ^ �; �� ^ N O �; ^ 740 745 - - -- ... 11 ' m � II N ^. 11 . . . . . . . . -� . . I -� 3 I 740 9+ 00 . 70+00 17+00 740 STORM DRAIN PROFILE N e SJE SCALE HORIZ.: 1 "=50' VER T.: 1 "= 5' 65 CONS TRUC T C3#3 STA 9+ 75, 0'L 64 CONSTRUCT SDMH#5 STA 10+00, o'R SWEET GRASS STORM DRAIN 755 - i 25 LF 18 RCF 'SO 93 ? SWEET GRASS DRIVE 15 LF 18" RCP ' SD SEE SHEET 7 --��s -- I' o -0 0.2» 8 'Q W 5-18 "SD r GRASS. . 5 � n 5 Zj N N Q CENTERLINE OF STREET O� / 745 CONSTRUCT CB#4 yi� H `V 49 STA 10+ 15, 0'R cin I w � Q,Q m m CONSTRUCT C8#4 SWE-ET GRASS DRI VE FL ELEV=743.87 SEE SHEET 7 c GRASS STORM DRAIN 755 - i STORM DRAIN PROFILE 755 750 745 740 735 730 z 0 w 25 LF 18 RCF 'SO 93 ? 15 LF 18" RCP ' SD 750 --��s -- m o -0 0.2» i WEE r GRASS. . 5 � n FINISH GRADE AT N N Q CENTERLINE OF STREET 745 yi� H ;CONSTRUCT c w n m m CONSTRUCT C8#4 FL ELEV=743.87 m c 0 f FL ELEV='743:87 M-•7 L=3.5; 0=J50' � rip j Y O L=3.5, D=3.50' Z it. W a. CYa� < CONSTRUCT. . ; .......i ili SDMH#5 . 740 I --; - - -- ... ►� ............ . . . . . . . -� . . I -� 3 �. . . . . . . . . +7 N . . . . . . . . . . .. .. 735 N ^N N I .......1. Wiz. . 730 9+00 10+00 11+00 STORM DRAIN PROFILE 755 750 745 740 735 730 z 0 w 93 0 . m o 3 i o 93 . . m o 3 i � � n r1 N N Q I yi� H 74 w n m m pe'A m c 0 M-•7 � � rip CQ Y O Z < W a. CYa� < o . . r1 V.) Q yi� H 74 w m pe'A E- 0 M-•7 � � rip CQ CYa� r ►� LEGEND —8"SS— - PROPOSED SEWER MA IN SSMH #2 —SD— - PROPOSED STORM DRAIN MAIN SOMH #2 QS - PROPOSED SEWER MANHOLE CO #2 QD - PROPOSED STORM DRAIN MANHOLE TMH © - PROPOSED SEWER CLEAN OUT TCO - PROPOSED SEWER CLEAN OUT INV - EXISTING SEWER MAIN --- - EXISTING SEWER MANHOLE NOTE: ALL STATIONING /S ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS SEWER LINE STATIONING. N SJE SCALE: HORIZ: 1"-50' VERT.: 1 "_ 5' CONSTRUCT SDMH#7 STA 10+00, 0' R - SEWER MANHOLE NUMBER - STORM DRAIN MANHOLE NUMBER - SEWER CLEAN OUT NUMBER - TOP OF MANHOLE ELEV. - TOP OF CLEAN OUT ELEV. - IN VER T - FLOW DIRECTION SHELB Y L YNN A VENUE SEE SHEET 8 I IM 201 1 120' 1101 !�I 23 CONSTRUCT CB E 46 °� I STA 10+ 15, 0' R W (� --Q 0 SHELBY L YNN A VENUE SEE SHEET 8 SHELBY LYNN STORM DRAIN N SJE SCALE: HORIZ.: 1 "=50' W VERT.: 1 "= 5' SHELB Y LYNN A VENUE SEE SHEET 8 I Q J 45 I ! Z I I � � 18rCB#� CONSTRUCT CB#5 $0 CONSTRUCT STA 10+ 15, 0' R STA 9+ 73, 0' L "' 46 .10.20 ' 10' 20 24 . 1 II 1 I I SHELBY LYNN AVENJE SE=E SHEET 8 SHELBY LYNN STORM DRAIN SCALE. • HORIZ: 1"--50' VER T.: 1 "-- 5' W Z jCIO - �~ 13 J � � -- �.� (W `^ I V) CONS TRUC T CBf7 24 STA 9+45, 0'L 45 CB#5 - SSMH#12' 14 SOMH,�7 � 18"SD 60' I I MISSOULA .5 TREET SHELBY LYNN 2 _ o j ap 8 "SS N 0 >-- Z ti \J I�'' O T W mLILJ 23 � CONSTRUCT CBS STA 10+45, 0'R STORM DRAIN 755T -- . - -- -- - - - --t- 755 755 --� _ - _.. _ _ _�. _-_-- --___ _ __ -, 755 755 . ! I I . . . . . . . f MISSOULA ... . . . . . . . I ....... ....... } . . . . . . . 1 . . . . . . C SHELBY L,YMN. i . . . . . . . { � 5, . . . . ; I.......'.......RCP...... ..... ............. I ..... 4 " RCP'SD ' 1 ' ' . . . . . . . . . . . . . . 42' LF'18"'RCP SD. . . . 1 15 LF 18 " 750 d —- I inn ®0.20 750 750 ! --- - ' -- ® 0.149 _ � 750 750 tF�o 1�RXc�sD 1 ' 750 FINISH GRADE A'T ! • • • • • • • FINISH GRADE AT SHELBY LYNN CENTERLINE Of TREET . . . . . . f F/NISH GRADE AT 1 CENTERLINE OE STREET 1 i CtNTERLINt OE STREET . . . . . , 1 .5 . . a J J 745 CONSTRUCT CB#6,_ 74cJ CONSTRUCT C607 _-� 1 _I _ CONS_TRUCT C8#6 FL L1LEV==744.68 745 CONSTRUCT CB#5 _ _- C STRUCT CB#7 745 745 FL ELEV 744.68 FL ELEV=744.68 745 'D=7. fO' FL ELEV=744.70 FL LEV=744.68 L=3.5; =6.89' • • • • • • • L=3.5, D=7.10' CONSTRUCT L=3:5; D=6.75'• • • •L= 5, •0=6.89" 1 5DMH#7. ...... N ....! ENCASE .8 .SS . . . . . . . . . . . . .... -— -- - -- W/4 "GONG. 1 — 740 1- - - _ 740 SLURRY --- ...... 740 740 740 740 .......►. j.......1 I....... .. ...... .... ........ A� 1.......1...°' �....... ....... .. �.......' �........ { n. } 1 . 3 '� 735 f-. z -- i - 735 735 __ Ru. _ _ ... ....... - - - . -- ---- 735 735 N 735 � as x (nNF (n ,eco �. �� .�. i N "N t<' 1 NI ^. .^ ^ . . . . . . . . . ^ ^. ^ . �� . . . . . . . . 2 2 �2Z V m �.� . . . . . . . . . . . ! 2 Z' 2 2 730 730 730 `� ~ Z 730 730 _ 730 9+00 10+00 11 +00 9+00 10+00 11+00 9+00 10+60 11+00 STORM DRAIN PROFILE STORM DRAIN PROFILE STORM DRAIN PROFIL V) J r m U w F_04 m K CL a o 3 N oo �n `r � U x I n O a Q z 0 LJ w F - (Y' Q 0 cr m a o J r m U w F_04 m K CL a o 3 N oo �n `r � U x I n O a Q S=1EET — 10 0-1.4 _( 0 n 0 x c 0 t T (Y' cc' P" w +.> oe i co `: c 9Lr a, /��. _4 <�( U �. �• S=1EET — 10 0-1.4 _( 0 n 0 x c 0 t