Loading...
HomeMy WebLinkAbout6.2-592REVIEWED BY: LJ F:' � ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: 1 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: kz I 3fzot 13 DATE :3, DATE TOP OF CONCRETE BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF FLINT CREEK AND HARRIS ROAD. ELEVATION = 348.01 (CITY DATUM) Ow-.11ASIS OF BEARINGS* THE BEARING OF S 00*55'32" W AS SHOWN FOR THE CENTERLINE OF BUENA VISTA ROAD PER RECORD OF SURVEY FILED ON JUNE 11, 1985. IN BOOK 13 OF RECORD OF SURVEYS, AT PAGE 169, IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS. SHOWN HEREON. MfNG AVENUE o Q o z � w � � > Q WHITE LANE Q z w a` a. m w 0 0 SOUTHERN PACIFIC RAILROAD PROJECT W V SITE Z �. Liu 2 0 LEI J tom- U. PENSINGER ROAD HARRIS ROAD w a- PANAMA LANE a VICINITY MAP _N_ NO SCALE N 4. 11 -0061 -LOT 2 O F L LA 12 -0174 BAKERSFIELD, CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 DIAL TOLL FREE 1 -800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 262 L.F. 6" SEWER LINE (LATERALS) 25 L.F. STANDARD MANHOLES 2 EA. ADJUST M.H.'S &C.O.'S TO FINISH GRADE 2 EA. TIE INTO EX. PVC LINED MANHOLE (DROP CONNECTION) 1 EA. STORM 18" R.C.P. STORM DRAIN TYPE "A" CATCH BASINS LESENlQ B L. F. 1 EA. TM H — TOP OF MANHOLE ELEVATION INV.— PIPE INVERT ELEVATION (E,S,,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— RUBBER GASKET JOINT CB-- CATCH —BASIN JB— JUNCTION BOX SWS— STORM WATER SEPARATOR SHEET No. INDEX Cl) TITLE SHEET m DETAILS — GENERAL NOTES CD BUENA VISTA ROAD LEGEND Q SHEET INDEX NUMBER � SS #12 SEWER MANHOLE W /NUMBER A CB #12 CT G CH BASIN W /NUMBER PROPOSED SEWER MAIN OR STORM DRAIN EXISTING SEWER MAIN OR STORM DRAIN U u- u- aa,c:�0 wow 0 W I.-. ca 0:=! ZUmwWt�ZE W C LLJ L:C z 6 Z W � = 0U oWC��w�Ojm C/) LL OZ- icnc!)V t-- 0©C--00 =C�t� Z -Lu WOG _j —m 2 Z va cn w �Ta�� m� T- ez�i -U�,o 0u-a- 9 <,S �z w (1) Q0�' =�' -�7c Z? CL _, Q F-- Ct zZw Uwz0 u.. C,z L� �w - <z0 ZZ 0- 0 -zZO3cr (D oa)00 -91 u)z�LLIW - - -w =w Luui> - >O 'j) :r to =QaUr�ZZU OZW6 —m W Li Z '° o m t- t�O�Q�LU_� zo< a za cn_j0 -z> w �. < w z a a. zOzw=o°w0< OWZQ F- W> °��! "' W zF -ZWQ0Q LI�-�?LLi �zww0 -U -a -m- 1--� ! tZt} U- W Q LU U a -.- ccl)W =1—0oz0w p! z<ujw 0 LL. WM =s 0 w — aQUj=Jwu� ~O 0WW=az¢Q0o J 0 Cn 9- w LuQ 0o''t>< -� �m Lu0�ui =w0w uw cn J z >cn-dcn o gW0Wz�zz¢m U z >- cf) MYU)ce =O wzD 1- F- a 0- i- 0 a 0'_ W LL © Li Lj a 00 XmZz D U. Z .0 z LLJ < (/)ZQOw MOM 0 V)� • Z00 �OL�.Lij �- <t z >- F- Lei �-°-- m < Z 0 0 -W �--- t�.�F"�Q$�w e °Liam .Z -M W Lj .. F- a � V) �-- LLJ Q (n z0(LZ""j0 LLI Z 00 (0 j�F- z0 oz m Ljj LAJ 0 :2 � 0 V) wLj u. H w 00-1 d0�m �cmW�OF= 'zc.�u' Uwe- j�+QO�< LL. �•c(�U00U_t Z � V w W m_. >ZtL CL- 0 U... _a j � F- G) 0ZZ'� .j C) <W� � °Z� C, F- m Q <c:� <<o z V) r n , , , LL ,� ` '< Q Vz 0 f_. i��i 0 �j CD LLJ >. a 0 0 0 WWO�C')'����tl� Li 0w3: w0LLJ II 0 E 0 N 0 U U Z cl) w U O od F� Q w O a Lo UJ ° � a M Z7 � 0 UL Z to r- Cr1 N vM tU O z N z O W N �­ -ANEER co a� M J W 1 U 3 d �d U y q;r t - • t � • _F� C:) ci) 06 c:> 0 LX"> to 1 cD VJ (0 z N ,/ ._ LLLI c En DATE 12/20/2013 N PA JOB N 0. 12 -2664 co Q SHEET E 0 L_ E N '' OF 3 SHEETS a` a. w LL w V Z �. Liu 2 w LEI W tom- U. W � 0� Li.. w a- w a a �­ -ANEER co a� M J W 1 U 3 d �d U y q;r t - • t � • _F� C:) ci) 06 c:> 0 LX"> to 1 cD VJ (0 z N ,/ ._ LLLI c En DATE 12/20/2013 N PA JOB N 0. 12 -2664 co Q SHEET E 0 L_ E N '' OF 3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL (CURRENT EDITION), THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, 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 DATED 2010. 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 A 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. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO 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 OWNER OR 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 SPE-CI ICATI ONS SHALL BE REMEDI=ED -, OR -REM O -VE-D AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING . THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; 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. 13. 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 DRAWINGS, HE SHALL SUBMIT A WRITTEN R"EQU"EST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR T FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, 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 PORTER & ASSOCIATES, INC. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS, 1. ALL 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 INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SMALL 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 RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL DE CONSIDERED SUITABLE. 4. 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 EXTENOING FROM. SEWER MAIN TO RIGHT-OF-WAY LINE.. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -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. ALL LATERALS SHALL EXTEND TO A MiNtMUM OF FIFTEEN FEET BE YON D THE PROPERTY LINE AND SHALL BE 6" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS 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. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. 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 AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND IN-SPECTIO-N. 11. 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 CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY 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 STAT-I- ON -ING 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 PROPERTY OF THE CITY. CONNECTION SEAL TO PVC LINED SEWER, LINE OB 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 DINER. 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 IA SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDE"R"ED 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 RECOMMENDATIONS. 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 S H ALL BE -MAN U FAC TU RED BY -A MER ON, -INC-. OR AN EQUAL APPROVED BY THE CITY ENGINEER. CQ8 STORM DRAIN NOTES. 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. 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 SPECIFICATIONS. (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. (SEE GENERAL NOTE 2) 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. COB 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 PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PlP1NG BECOME DAMA-GED DUE TO WADER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTWG 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 COMPACTION TESTS Vi1(tL BE BACKCHARGED TO THE CONTRACTOR. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) Cl TY STD. No. DESCRIPTION j� SW -1 SEWER LATERAL MARKER ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE F1 SW -3 PAVEMENT PATCHES ® SW-4 MANHOLE, TYPE "A" SW-5 FRAMES & COVER FOR MANHOLES & CLEANOUTS SW -6 -6 " CLEAN OUT ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ SW -8 INDUSTRIAL SAND TRAP ❑ SWI 10 SAND TRAP ❑ SW -11 HOUSE CONNECTION WITH 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 -5 RIGHT OF WAY FOR NATURAL CHANNELS 0 D---6 LANDSCAPED -CONSTRUCTED -CHANNELS Fl D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS Fl D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS -El D -9 PIPE SADDLE DETAIL ❑ D -10 SIDEWALK UNDERDRAIN ❑ D -11 DRAINAGE BASIN D -12 CHAIN LINK FENCES ❑ D -13 CHAIN LINK GATES D--14 CATCH BASIN, TYPE "A" ❑ D -15 CATCH BASIN, TYPE "A -1" ® D -16 GUTTER DEPRESSIONS -D-17 -JUNCTION -BOX ❑ D -18 MANHOLE, TYPE "B" ❑ D -19 DRAINAGE WELL, TYPE "B" ST-22 TRENCH BACKFILL & COMPACTION ST -6 STANDARD PAVEMENT PATCHES NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN PROJECT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. -to, sq;�- w Li- L1_ w E 2 0 00 z °a-z Wawa Q z=-z�z 0�F-L �z���p wc=X_wz >mu?¢ z`„��aaQ =�� w�W �cnw� w Ow``�uZ.� W�Li c����c 0� ZI- -U��pQ p- zZ�aw� "'o 9 :�� "', § 0 R 'z U �� z )o l-? �C6 om _ ®wZ j a U c/5 w `�� Q wz -0 �W�Z�� © ww0z> Z 0z ow zw ww m 0 z< C�o6a =U ZQ 0 ai=-Zw z<w1.c=pu.' 1.- 0 �z ®m a-zzzu w 0w tu- cl) W��- vZc 0 Z Q °z�oWoo�� =z zw'Wslwz < 0 _ Z� = >��6 L w 0 ca � > ?o� a E 0 N N T3 D �7 U) w F� Q U O U) cn 06 Q w O a T- C'� o Z �Lo w o > 75 c L LL . Z cc ii _N co w °' CQ w L �� � � +C) C\l CD Z C:) CD N N_ cyn 9x M J W � U P ql;lm • 0 0 0 cmf) > 0 t1i t t � 1 < T I 0 :;;pp (40 • C:) U) W LO c:> i F� LO i 3' N Z. O DATE 12/2612613 co PA JOB No. 12 -2664 C SHEET 0) Q E i N OF 3 SHEETS r w c 0 a_ w z = � 3 Co w w - .0 - -�. LL w a. �-- a w CL cyn 9x M J W � U P ql;lm • 0 0 0 cmf) > 0 t1i t t � 1 < T I 0 :;;pp (40 • C:) U) W LO c:> i F� LO i 3' N Z. O DATE 12/2612613 co PA JOB No. 12 -2664 C SHEET 0) Q E i N OF 3 SHEETS r T OH E T T T GAS GAS -- -C A S =7//T- ._._ 777-= �A� OHE T CONSTRUCTION NOTES Na U� UQ �Z U� 00 D Z W VW +0 No P5.j � to J a o + a zZ z� vo z= ^ D 0 Z J Z %ftoo# Q V� V� J p U a .ai Q � N�W NW � w Z �3 00 I w < � N t° co 5501 BUENA VISTA ROAD d' 3 f ` ^ cn � w CL �' a v~i �°; ��� LLA 1 'LOT 0174) rn I I �' O0 Z �o o co Z 'f' D n m I A K yv EXISTING SINGLE FAMILY RESIDENCE c� z v z ca F " • S S S S S S S Vic; xz wo W 0 Ao OHE E �-- T T T T T T T T T GAS GAS GAS GA -- GAS GAS — /I '7 G CONTRACTOR SHALL COORDINATE PROPERTY BOUNDARY RELOCATION OF POWER POLE WITH UTILITY OWNER 5 5+52.50 6 7 7+10,00 � - io BORE PROPOSED 8" PVC SEWER MAIN IN 16" STEEL ./ CASING MIN. 80 L.F. PER COB STD. DWG SW--8 COB PROPOSED SEWER STANDARDS DATED 6-- 2 --99). CORE INTO EXISTING MANHOLE & CONCRETE SLURRY AROUND CONSTRUCT INSIDE DROP CONNECTION INTO TO SEA�. MAN-HOLE AS �3 #f�ECT-ED BY CITY I N EX. MANHOLE PER COB STD. DWG 5W-- 3 /� ( C.O.B. PROPOSE D SEWER STANDARDS Gj/ ENGINEER. REPAIR /REPLACE PVC LINER IN MANHOLE AT / DATED 6 -2 CORE LOCATION. --99 / ) � EXISTING 48 SEWER MAiN S V S --- S S S S Q' EXISTING SEWER MANHOLE EXISTING CURB AND GUTTER r, EX W EX W EX W EX W EX W 00 N , N Lo -j- Lo 354 350 346 • NOTE: STUB AND PLUG PROPOSED 8" • SEWER MAIN FOR FUTURE EXTENSION • BY 60THERS.' 342' . . i • . .. ..............•.....•....... . • . . •. . . • . • . 338• • .... ���. • s • . . . . . r . r . . • . • • .� • . . • ....•. ............................... . INSTALL 17± L.F. 8" PVC SEWER @.0.35% 334 • ...... .. • ........ • ..•.................. 5 +00 x;14 F 6 +00 7 +00 SEWER PROFILE S S 8 i EX W 1 HORIZONTAL: 1"=20' VERTICAL: 1"=41 a z w a D J 0. z Q co...... ............................354 Z w ...: ...............:.......:....... :350 • • ♦ .346 ...... ............................... ..... ............................... NOTE: STUB AND PLUG *PROPOSED 8" . SEWER MAIN FOR FUTURE EXTENSION. . i i '• 'i Y -OTHERS: 1 1 V ". 1 'i 1 . "i i i i • i '• i • i Z 'i i -• 7� �� *338 i �. ♦ • .7i `` . . • • • • • • • . . • • . . . . . . . . . • . . • • • • • . • ..... ............................•.. _ 'INSTALL 5± 'L.F. o . o 8" PVC SEWER @ 0.35% • 334 ____.... ............................ 8 +00 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED, ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. 27't � EX., EP 25'f 52' ± I CONSTRUCT 104 LF.t 8" 8 PVC SEWER @ 0.35 II 34o.sj II C�' CONSTRUCT 8'± L.F. 18" CL--3 RCP W /RGJ STORM DRAIN Q 2.00% CONNECT TO ON-SITE- STORM DRAIN 18" INV E= 343.73 L 16" STEEL CASING (SEE NOTE IN PLAN VIEW) CONSTRUCT INSIDE DROP CONNECTION IN EX. MANHOLE PER COB STD. DWG SW -3 (C.O.B. PROPOSED SEWER STANDARDS DATED 6 -2 -99) /00'A� SEWER SECTION ^' STA 4 +95.50 N.T.S. ST RW 5' 55.3± 48.33' 0 cn is 18" INV W= 343.88 Q---� 8" SWR INV= 340.4f STORM, RAIN SECTION STA 7+41.93 N.T.S. � INSTALL SEWER MANHOLE S INSTALL SEWER ....... w Z ~ O w =¢zcf) w U) :c W > INSTALL STORM DRAIN (� M w PROPOSED WATER uzc way 0�LL-"- cf) �- o r: � INSTALL TYPE "a" CATCH -BASIN SEE GRADING AND DRAINAGE PLAN AND ON —SITE SEWER AND WATER PLANS FOR 70(0 X — — EXISTING RIGHT—OF—WAY THIS PROJECT FOR CONTINUATION OF WW�w=13w 0Wzzw���?t ---�00 — — s - — Exis11NC SEWER UTILITIES ON —SITE. STORM DRAIN PIPES W W N Z � _.. Z Ow©w<F -00 Qw+=¢w 0 °tea EXISTING EDGE OF PAVEMENT AND SYSTEMS SHALL BE MAINTAINED BY ._REza LLJ8A� LL — —Ex. w— — EXISTING WATER MAIN PROPERTY OWNER. — —GAS— — EXISTING GAS LINE v�3 za10CoLu ew'm T EXISTING UNDERGROUND TELEPHONE oHE EXISTING OVERHEAD ELECTRICAL O EXISTING SURVEY MONUMENT — PROTECT IN PLACE. s0 EXISTING SEWER MANHOLE � EXISTING POWER POLE Na U� UQ �Z U� 00 D Z W VW +0 No P5.j � to J a o + a zZ z� vo z= ^ D 0 Z J Z %ftoo# Q V� V� J p U a .ai Q � N�W NW � w Z �3 00 I w < � N t° co 5501 BUENA VISTA ROAD d' 3 f ` ^ cn � w CL �' a v~i �°; ��� LLA 1 'LOT 0174) rn I I �' O0 Z �o o co Z 'f' D n m I A K yv EXISTING SINGLE FAMILY RESIDENCE c� z v z ca F " • S S S S S S S Vic; xz wo W 0 Ao OHE E �-- T T T T T T T T T GAS GAS GAS GA -- GAS GAS — /I '7 G CONTRACTOR SHALL COORDINATE PROPERTY BOUNDARY RELOCATION OF POWER POLE WITH UTILITY OWNER 5 5+52.50 6 7 7+10,00 � - io BORE PROPOSED 8" PVC SEWER MAIN IN 16" STEEL ./ CASING MIN. 80 L.F. PER COB STD. DWG SW--8 COB PROPOSED SEWER STANDARDS DATED 6-- 2 --99). CORE INTO EXISTING MANHOLE & CONCRETE SLURRY AROUND CONSTRUCT INSIDE DROP CONNECTION INTO TO SEA�. MAN-HOLE AS �3 #f�ECT-ED BY CITY I N EX. MANHOLE PER COB STD. DWG 5W-- 3 /� ( C.O.B. PROPOSE D SEWER STANDARDS Gj/ ENGINEER. REPAIR /REPLACE PVC LINER IN MANHOLE AT / DATED 6 -2 CORE LOCATION. --99 / ) � EXISTING 48 SEWER MAiN S V S --- S S S S Q' EXISTING SEWER MANHOLE EXISTING CURB AND GUTTER r, EX W EX W EX W EX W EX W 00 N , N Lo -j- Lo 354 350 346 • NOTE: STUB AND PLUG PROPOSED 8" • SEWER MAIN FOR FUTURE EXTENSION • BY 60THERS.' 342' . . i • . .. ..............•.....•....... . • . . •. . . • . • . 338• • .... ���. • s • . . . . . r . r . . • . • • .� • . . • ....•. ............................... . INSTALL 17± L.F. 8" PVC SEWER @.0.35% 334 • ...... .. • ........ • ..•.................. 5 +00 x;14 F 6 +00 7 +00 SEWER PROFILE S S 8 i EX W 1 HORIZONTAL: 1"=20' VERTICAL: 1"=41 a z w a D J 0. z Q co...... ............................354 Z w ...: ...............:.......:....... :350 • • ♦ .346 ...... ............................... ..... ............................... NOTE: STUB AND PLUG *PROPOSED 8" . SEWER MAIN FOR FUTURE EXTENSION. . i i '• 'i Y -OTHERS: 1 1 V ". 1 'i 1 . "i i i i • i '• i • i Z 'i i -• 7� �� *338 i �. ♦ • .7i `` . . • • • • • • • . . • • . . . . . . . . . • . . • • • • • . • ..... ............................•.. _ 'INSTALL 5± 'L.F. o . o 8" PVC SEWER @ 0.35% • 334 ____.... ............................ 8 +00 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED, ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. 27't � EX., EP 25'f 52' ± I CONSTRUCT 104 LF.t 8" 8 PVC SEWER @ 0.35 II 34o.sj II C�' CONSTRUCT 8'± L.F. 18" CL--3 RCP W /RGJ STORM DRAIN Q 2.00% CONNECT TO ON-SITE- STORM DRAIN 18" INV E= 343.73 L 16" STEEL CASING (SEE NOTE IN PLAN VIEW) CONSTRUCT INSIDE DROP CONNECTION IN EX. MANHOLE PER COB STD. DWG SW -3 (C.O.B. PROPOSED SEWER STANDARDS DATED 6 -2 -99) /00'A� SEWER SECTION ^' STA 4 +95.50 N.T.S. ST RW 5' 55.3± 48.33' 0 cn is 18" INV W= 343.88 Q---� 8" SWR INV= 340.4f STORM, RAIN SECTION STA 7+41.93 N.T.S. CORE INTO EXISTING LINED MANHOLE (SEE NOTE IN PLAN VIEW) i 11 II II it I n I EX 48” INV N -S= II II 325.31 Ili .L NOTE: CONTRACTOR TO VERIFY DEPTH AND LOCATION IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. p i i m z Li t,- u Z m L w 'S 2 w ii F- w 13 u- 0c r g < L 0 d �nNEER y CL M � Q W ; U v P �1s�9321 �c � • t - t f t oi , cj) i • 0 0 U) C) od CD 0 Lo Lo • E 0 N N T_ 0 U �t z J O DATE 12/20/2013 co PA JOB No. 12 -2664 N SHEET E 0 E OF 3 SHEETS �. W_U u- Li U- pa:UO w0co '� w Z r`'' cf) m Lu LLJ p n uj Z �-^ U— Z IL Z ....... w Z ~ O w =¢zcf) w U) :c W > .r- U) 0 z F-0 rOZJU) v6v (� M ZwwWZ0 =�zm ui Z co Lo Ac uzc way 0�LL-"- cf) �- o r: _ oc0- 000Lu U) Wt� aC,���� O �- C m � �wz Z � �oz; W 70(0 X a O m 5 06 c0 a� zzoa.a.ZZOjS:w WW�w=13w 0Wzzw���?t ---�00 m N �T= p zz � =pz��00w NM W 4) ca 00S<z cl,0z�Q ui 0�7_ �-J9z> W W N Z � _.. Z Ow©w<F -00 Qw+=¢w 0 °tea ��/ ey,■ �a.vL� zpc �Z= =mow° Z co Z '� ._REza LLJ8A� LL .r- m0w�zwd00 LU�`Zm�S�¢ -zZZ� w Q w> v o 0 Lu L CL MCI) ¢ w Co _ 0 Cl) LU =z <wwLI ri) z�OWOLL�� =� <v6 �- Jw'l' °M° v�3 za10CoLu ew'm pact- „,wu3 -..�—� ��Z_�cCv3 co QWQWW_jz6< i ww0 UJZ cci)> -CC) r m: CD R x: o Lu Z :D CORE INTO EXISTING LINED MANHOLE (SEE NOTE IN PLAN VIEW) i 11 II II it I n I EX 48” INV N -S= II II 325.31 Ili .L NOTE: CONTRACTOR TO VERIFY DEPTH AND LOCATION IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. p i i m z Li t,- u Z m L w 'S 2 w ii F- w 13 u- 0c r g < L 0 d �nNEER y CL M � Q W ; U v P �1s�9321 �c � • t - t f t oi , cj) i • 0 0 U) C) od CD 0 Lo Lo • E 0 N N T_ 0 U �t z J O DATE 12/20/2013 co PA JOB No. 12 -2664 N SHEET E 0 E OF 3 SHEETS