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HomeMy WebLinkAbout1.2-7288 Ph 2, 4 & 5 Record Drawing,. ..:; i, v `� fr f u F S t e 4&m s°d ! -T(PdOALE rREVIE_UVED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF DAKERSFIELD DAJE APPROVED, BY, t , PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C,.E, 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPH01-E Al THE SOUTHEAST CORNER OF SECTION 13--30/26, BEING ABOUT 50—'FEET SOUTH OF THE RAILROAD TRACK ALONG FHE CENTERLINE OF BUENA VISTA ROAD. I L.EVATiON - 3, 4.13 BASIS OF BEARINGS: E. fHc BLARING OF N 00'57 '45" E ALONG THE CENTERLINE OF BUENA VISTA » READ AS SHOWN � x r, PAGE ON PARCEL MAF) 1187Jd PHASE 2 RECORDED IN BOOK 57 OF PARCEL AAPS Al AG_ l09 N THE OFFICE OF THE KENN COUNTY RECORDER WAS TAKEN AS IHE BASIS OF BEARIi`IGS SHOWN HEREON L.Et.,AL. UESCRIP-TION: LOTS 38-42 OF TRACT 72.45 ,AS PER MAP RECORDED MAY 24, 2016 IN BUNK 61 OF MAPS E PORTION 'F AT PAGE 131 IN THE OFIICE OF (Hf KERN COUNTY RECORDER, ALSO t3CWG A (GGfIOPx t) n SECTION 13, TOt1FN5HIP 30SGI,J"F1, RANGE 26 EAST MOUNT DIABI x, bA.Si: AND MFr?IUI,-,fa, IN i IE CITY OF BAKERSFIELD, COUNTY OF KERN, STAT Of CALIFORNIA. - -- li Ii TF r -.-'-t1 I 'IN J L. -T(PdOALE (s) KVI2 , 1 -al ii �t 6VI ^FE , NER CLEANOUT WMUMBCR 02 Snit STORM DRAIN ,MANHO'_E W/NUMBER ESTIMATED QUANTITIES FOR PLAN TITLE SHEET / _21a 08#12 CHECK AND INSPECTION FEE CALCULATIONS. J STANDARD NOTES NOT TO BE USED FOR BIDDING PURPOSES, ' r> r 0>LJ SJO rM DRAIN E PM No. PUBLIC EXISTING STORM DRAIN !i Io. nae, I, L. F i2 I, las, LF I Try 225 I E A 400 LF 4" SEWER (I AIERALS) r,I EA 1,806 EA SEWER MANHOLES 8 i 14 fir, Lon �� Iir?'h231 2 EA 4 EA ADJUST MANHOLES TO FINISH GRADE 8 EA 14 EA - D.TUST C! EANOUIS 'EO FINISH GRADE 2 �- 4 EA PE-AN(S) 'L EA i �, w STORM DRAIN G, 18" R.C.P.STORM DRAIN 737 LF 588 L F 30 R.CP. STORM DRAIN 177 LF 0 LF 35 R.0 f STORM DRAIN 35 LF 1,351 .-., TYPE A CATCH 8 ol�S 6 RIEMAND R OF — STORM DRAIN � �ArH�JE M W 10=i�1162 `• Iio �., �pJ� trt a' v OFP AD„ UST MANHOLE 'if) FINISH GRADE ) I Q „ PRO 1 I_. 1 II 2 vrEM nese , _ i i ,- EA ADJUST JUNCTION BOX TO FINISH GRADE 2 SITE /L`° ho.� ,< ,a, EA HE -IXCs) 1 EA 1 EA. WEST MING SPECIFIC PLAN AREA ` 11kCINI Y MAP NO SCALE NOTE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BA.KERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN E:XISTINC ACCEPTED STREET RIGHT OF NIA". UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY � AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. f r� pial Q �� SHEt T INDEX NUMBER (s) KVI2 �LlSi SHEET Nor,_ INDEX ^FE , NER CLEANOUT WMUMBCR 02 Snit STORM DRAIN ,MANHO'_E W/NUMBER ESTIMATED QUANTITIES FOR PLAN TITLE SHEET / _21a 08#12 CHECK AND INSPECTION FEE CALCULATIONS. J STANDARD NOTES NOT TO BE USED FOR BIDDING PURPOSES, ' r> r 0>LJ SJO rM DRAIN S- SEWER PUBLIC EXISTING STORM DRAIN PRiVA T SEWER F 8 SR MAIN 1,811 L. F 5 ,436 LF 6" SEWER MAIN 225 EF 400 LF 4" SEWER (I AIERALS) 2,297 EA 1,806 EA SEWER MANHOLES 8 EA 14 EA SEWER C FANOUTS 2 EA 4 EA ADJUST MANHOLES TO FINISH GRADE 8 EA 14 EA - D.TUST C! EANOUIS 'EO FINISH GRADE 2 EA 4 EA PE-AN(S) 'L EA 1 rP. x. STORM DRAIN 18" R.C.P.STORM DRAIN 737 LF 588 L F 30 R.CP. STORM DRAIN 177 LF 0 LF 35 R.0 f STORM DRAIN 35 LF 1,351 LF TYPE A CATCH 8 ol�S 6 EA SEA STORM DRAIN � �ArH�JE 4 FA v EA AD„ UST MANHOLE 'if) FINISH GRADE h EA Q F._A JUNCTION BOX 2 EA I EA ADJUST JUNCTION BOX TO FINISH GRADE 2 EA 7 EA HE -IXCs) 1 EA 1 EA. n R �.,;�sE!'ID Q �� SHEt T INDEX NUMBER (s) KVI2 S'-WER MANHO F W/NUMBER SHEET Nor,_ INDEX ^FE , NER CLEANOUT WMUMBCR 02 Snit STORM DRAIN ,MANHO'_E W/NUMBER WEC _J l94 J)41W1J tL C TITLE SHEET / _21a 08#12 CATCH BASIN W/NUMBER J STANDARD NOTES DETAILS j ' r> r 0>LJ SJO rM DRAIN S- O PARK SQUARE DRIVE EXISTING STORM DRAIN CD BRENTMOOR CIRCLE IPIV - ) FORSYTH COURT �! O RAINDROP LANE PV_C- ,Y LAVERETT WAY = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY GREENDALE COURT - CEDENDALE COURT„ M �r kWafYs� CB- LANDSCAPE LOT C r ��,.. `'/_. D CLOVERFIELD CIRCLE Y/' CO I ANDSC:APE LOT "A" n "B" ra LANDSCAPE LOT B i n R �.,;�sE!'ID Q �� SHEt T INDEX NUMBER (s) KVI2 S'-WER MANHO F W/NUMBER CC) „ont ^FE , NER CLEANOUT WMUMBCR 02 Snit STORM DRAIN ,MANHO'_E W/NUMBER WEC _J l94 J)41W1J tL C LU J8#12 STORM DRAIN JUNCTION BOX WINUMSER _21a 08#12 CATCH BASIN W/NUMBER ---_— PROPOSED SEWER MAIN ' r> r 0>LJ SJO rM DRAIN S- EXIST! C 5FWER MAIN .: �. EXISTING STORM DRAIN IMM— OF T. n TOP 0 MANHOLE r 'VA I,�N IPIV - PIPE INVERT ELEVATION (EAST SOUTH, NORT WEST PV_C- POLYVIINYI CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY AJ_L. LENGIHS PRIOR TO 81UDING THIS PROJECT R. C. P.-- REINFORCED CONCRETE PIPE R.G.J. - RUBBER CASKET JOINT CB- CATCH BASIN U C O U O n j J /�vz cwe WW tnWWy'' �l u"x� z uG ca pF c z ag�P oKmtE� h� z ua m+� RKt 7�,p-O� IN PLANS ���. r3 ooLwr"nl �zart:--i`-'` �a a yrccG. w zc�'_-<ii nlS �WYUW�u �-O vZ'O¢Y zp�K Ow�Wpx �=,n0 u' `d-r�c,zT'�o�4i u 0 `k.�0_w V: w'J i2 `n V,ZfJ2 z' L 2 W CS W (J 4 g �n-.'-�c'"i�"wp s�zf'-wxo" uF-_z '+gym .fir rv+ ii �:�Gw owLL vJ ii aa �> z..ui(>pc���- J+l) l7Z Ke'[a0 G- n,�r5°u ua 4�pp �(J RECORD HORD DRNING tr GW W Emzz Z W Q I O V' 0 `n W Vl'. Ent �P•,EO �°. r`��i"rytS RC`s'•: a�� �Ci ."",':�,�'w�. _.m._. i')A'?'� w f + �ZUKSJ V)ou V.1 [17Q LWZZ VfWC 1- RECORD RAWI � � Y�N� �z�� G .— Ld IYE PF€FN.POPR`1 Cit, RCE 33448 EX . DAT I z w Q !} ('y ) W T T 'J LJ3QQ L kTf" PiST C.E NOTE L7n} <NJE3<1 zv q w 1 1 Q Z=�if�OCD4d i <1 N l..✓ IFVj2(Z—WO ¢. -'��"' GOVIUG WEC _J l94 J)41W1J tL C W 0ww-srr) pl-.OooEr = i ' / .0., FUTURE COMMUNITY/'� /x '�!/ /rV r J ,11//CENTER I" FUTURE PARK SITE TENT,Al1VE `v) TRACT 7"47 r� pp f i l 1,, 17r,� l �v 5 FF 2 F, / 1 r G — a)4\4FeF_ /i, l v �x� �y , ! I 'r`y, at. / �.a o "",':.J✓ ;. ;r r. ;'ITAl1 / I ,,( l , l J- __ x;E 12 x e, \ .q T TENTATIVE 1 i 'TRACT 7248L _ �V �..: , : Vs.�/r f qrt _� .� ss 7 sIx)(!. Z , , = - rtLI i( I.1 ! v� t a �...� S .4 4 u L / � "s � - SD#g - t t r E' _ J 9 r. `�.. 1 n " r , t�4 ®MUCK LINE EASEMENT) rl r /,. '\,`` 8 � <S �., if ...� 26 � "'--�. 'CAL; PU3 PARK cr. 40r(h'R c6 NU SERVICE -ER C 0,7 hEW1 CALItONNA � OkE-YJN " c C Vc Y� x� " Dk 7OLL FREE 1.802.221-2600 A%ME TT4VO0AYSKFORE I00' r Err 7 ( salvz� '25 / I F f< a� J 25 �4 SU; 70 `"-- :� z + 5 �` / z5 / E 6 (i ^,. SU, r �U 5 (;BjF3 3 i lE E4 p1 7n �.�'�.� J.J N,'%� C t �+?f1 z �_\ten ani a �_ �..�27 JB1I1°1j /�'/i-�-r-a{'a�F",,.If 5 JI L9w.'�4�pB#1 S /30 31 J LO y/ $ /R/ v'^ 1 SSIlB�lvr. �// ! I E 32 �,> P �s cagAA -'D#2 zz qG 7 � VST 6 KOTE SEWER MMPAND LATERALS ALONG FlJ fJ nE SEWERFR LINE r EASEMENT I -N LANDSCAPE CJI. A AND ( !'lL. L . E BUILT ! PERMAP AP 2100 SEWER AND STORM DRAIN PLANS 1 1 (CONTRACTOR SHALL VERIFY EXALT EQUATION AND DEPTH IN , I 9 FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). i I E 1 9 l 1 12 ,o � 15 //iF lvaa I S 4 I h KEY MAP N SCALE; 1'-x200' C.O.B. RECORDS No. 4/21/2017 No. 275tH OF 1S SHEETS�'� / i <1 N i r Y tL C � Ft4tR � o' z lvaa I S 4 I h KEY MAP N SCALE; 1'-x200' C.O.B. RECORDS No. 4/21/2017 No. 275tH OF 1S SHEETS�'� / GE(. EAl\LOTE 7 1. RLL CONSTRUCTION SHALL CONFORM IJ THIS P_ANThF CALIFORNIACA.IFCRNIA BUILDING CODEUIY OF. BAERSF!ELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAININGH 4ERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2, ALL CONSTRUCTION WITHIN THE CITY Rl0HT-OF-WAY OR CITY EASFMEJNIS SNAIL BE W ACCORDANCE NTH CT( nf BAKERSFIELD E_D STAPUAR EE AND "FATE OPCALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010 (NESE STANDARDS, DRAWINGS AND DETAILS SHAT L BE CONSIDERED A PARI OF THES' PLANS AN!D THE CON FRACTOR SH,AL_ OBTAIN A COPY FOR HIS USE, 3. THE CONITRACIOR SHALT_ OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION_ AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CIT OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED -STREET iiICH f- GF VdA Y. ON! ESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROMED ENC NEER'S ESTIMATE FOR THE WORK PERFORMED WITH N THE STREET RIGH' OF VJAY AND INSURANCE, .AS REQUIRED, SHALL BE PROVIDED By IRE CONTRACFOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE SART OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SFCFIGN SIAIL BE GIVEN AT LEAST 24 HOURS NOTICE, THE SECTION MAY BE NO11f ICJ AT (661) 5. rr 0NT>H(TnZ IS FOR VERIFYING DA I0 !o DATA AND ME ASUP MEf3 A! r I T F r v SCALE C AFJ ! DIMEtJSIONS -F ( �_ A NIH J 2 c I PRIOR .0 COLS R�(,TON. U. NOT o AL R , TFIE BUILDING o l F O 5 CN T T J AWI.rS SHALL HAVE F EvEDE NCF OVER SCALED DIP,IENSINS PORI & ASSOCiAfES, NO, MUST BE NOTfFIED OF ANY VARIATIONS FROM THE DIMENSIONS_ AND CONDITIONS SHOWN BY H DRAWINGS. 6_ EXISTING U-FILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORD,NC TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERT"ICALION OF EHE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK_ UNDERGROUND SERVICE Al ERT (U S.A.: 1-300-227-2600) SHALT_ BE CONTACTED Al LEAST "IAO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY FXISNN . IMPROVEMENTS OR 11111 TIES THAT ARE REMOVED, DAMAGED OF, UNDERCUT BY CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED AT '[FIE CONTRACTOR'S EXPENSE. AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEId OR CONFLICT SHOULD ARISE DURING THE COURSE Or EHE PROJ-CT, IT IS THE RESPONSIBILITY OF THE OWNER OR EHE CONTRACTOR TO NOTIFY THE ENGINEER, IpdMEDIATELY PRIOR. TD ANY FURTHER WORK 4 A. FF CONTRACTOR SHALL URNISH ALL LABOR, MATERIA S TOOLS, E 1JIPMEN I AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCFON,AL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DFFICIFNT IN ANY OF THE RCFaIPEMENTI "'U -` 'r THESE DRnWINGS AND SPFC!E AP TIONS SHALL BE REMEDIED OR REMOVED J 0 END REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPE'NSAHON NNILL BE ALLOWED FOR SUCH CORRECTION. 11, IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DPAWiNGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANI`ONE OTHER THAN THE CON.SULTANI, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE 'CHANCE OF ENGINEER IN RESPONSIBLE CHARGE. 12. TNF CONTRACTOR AGREES THAT HF SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COUR»G OF CONSIRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION &. DUS"F CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN !MPL.EMENTATION ANO THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPI 'Y CONTINUOUSLY AND NUT OF 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 ALLECED., IN CON N. E CTION WILL! TH- PERTOR,aANCE Or NORMON nlc RJJ ,T FYC_PrINaTOR LIABILITY AR.sINO FROM, THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PAF"T OF THE DRAWINGS AND SPECIFICATIONS OR FINDS D'SCR'-PANCIES IN OF, OMISSIONS FROM THE DRAWLICSHE SHhI_. SUBMIT A WRITEN REQUEST FOR AN N'iERPRFIATION OR A CORRECTION THEREOF PRIOR TO FILING HIS BID PRICE FOR TFIE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONISIDLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS_ ANY AND ALL CHANGES TO THESE PLANS MUST RE- APPROVED EAPPROVED IAO WRITING BY PORTER & ASSOCIATES, INC. 15. HOPFIAL SLAKING AND MANKIND OF THE PROJECT WILL BE SUPPLIED ONLY ONCE, ALL RLSfAKING ITR REMARKING SHALL BE AT THE EXPENSE OF THE CCNTEACTOR 16. SEE 'NATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF "THIS PROJECT. _Q0E? EEW R SPECLrICATIQNJj 1. A! 1 MATERIALS INSTALLATION SHALL CONFORM TD CHAPTER 1 OF THE CITY 0-- BAKERSFIELD SUBDWI.510N DESIGN MANUAL AND WITH 1HE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE ARID FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF -EHE MANUFACTURER, AND STRENCTL-1 OR CLASS OF PIPE. 3, PVC PIPE INSTAL LATION! A. MATERIALS: PIPE AND FNITEIGS `HALL MEET THE REOUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSION'S DU OTHER IN,IUR!OUS E`_FECTS. FI;-TINGS SHALL BE INJECTION MOLDED AND SHALL BE !INSTALLED IN LLEE 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 RECOMMENDAI"IONS. WHERE PVC PIPE CON NECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLA101Fl: PIPE AND FILLINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM 02321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL RE CONSIDERED SULFABI-E. 4. FOP CORVED PIPE: IDFNTIFICATION TAPE DESIGNED FOR USE ON 9..WERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDEPTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY 1 -INE. 5, SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED ON THE CURB FACE AND AT PROPFRTY UPIE PER C.0.6. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 8_ 'WY FITTINGS SH, -VLF BE INJECTION MOLDED N-1 INC AND SHALL BE 'J: ED FOR Al L LATERAL COIN-CTION S AND SHALL BE ROTATED A MI IMUvI OF 23 AND A M^_XIPIUM OF 4E" ABOVE THE HOR.AON AI PLANE CUNNING THROUGH !NE CENTERLINE OF THC MAIN. WYE FITTINGS CN Y SHALL BE USED FOR VCP_ ALL SEWER STEINS SHALL BE CLOSED WIVE A SFANDARD PLASTIC PUJ (SOLVENT WELDED). 7_ ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE. 4" IN DIAMETER EXCEPT AS NOTED ON PIANS, 8. THE MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WTH THE CITY OF BAKERSFIELD LRrWSW-5iLICS SW -4 AND S-5 AND SECGON 70 1.0'2'- AND 71-1.07 OF 'HE SE'NJARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TR/NSPORTAFON LATEST EDITION 9. THE CI EANOUTS SHALL BE, CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD ST ,NDARD DRAWINGS OW 'c. 10. SYSTEbI TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER L3 OF THE SUBDIVISION :TION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLF TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE o/L.L 3E REQII`RED FOR TEST AND INSPECTION. 111i. ,.ICR TO F d A_ ACCEPTANCE OF THE VIEWER r YSTEM ALL 'viAIN L v _ SHALL BE NSrE :ic0 WITH VIDEO EQUIPMENT DESIGNED FOR ]HIS PURPOSE AND AS APPROVED BY THE CITY F_NCiNEER. HE TELEVISION CAMERA SHALL HAVE. THF CAPABII ITY OF Roll -MING 360', !PI ORDER TO VIEW AND RECORD THE TOP AND SID'S OF THE PIPE AS REQUIRED. THE VIDEO INSPECTIONS SHALT_ BE WITNEDSED BY CITfS CONSTRUCTION INSPECTOR, WHO WILI ALSO INITIAL AND DATE. FHE "CHAIN OF CUSTODY' FORM. THE SUBDIVIDER .HALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT N COFvIPLANICF- WITH THE SPECIFICATIONS. A RBCORDED VIDEO CASSETIE DIE COMPIFTED 'CHAIN OF CUSTODY" FORM AND P. WRITTEN LOG (WHICH iNCII.,IDTS FHE STA.IIOHiLIG, 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 ACCFP IANiCE. AFTER ACCEPTANCE OF THE SYSTFIF, THE VIDEO CASSETTE, FORMS AND LOGO 5HALL BECOME THE PROPERTY OF THE CITY. 12. COIMPACFiON TESTS SHALL BE THE RESPONSIBILITY OF THE DE /ELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER ANO LOCATION OF REQUIRED TESFS SHAD BE DETERMINED BY THE CITY ENGINEEP,. 1 Uun_LESPECIFIED0 HrRvlS JN IFEa PLANS, -HE STORM BRAIN J PIPE SHALL BE THE FOLLOWING: A. REINEOR= CONCRETE PIPE (R Q): REINFORCED CONCRETE PIPE SHALL BE CLASS fL (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTIO;! 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER SASKETED ,N CONFORMANCE WITH THE PROViO':INS OF SECTION 65-1.05 OF THF STANDARD SPECIFICATIONS. C CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SLE GENERAL NOTE 2) D- IN ADD1 TION TO FHE ABOVE REQUIREMENTS, ALL RUBBER GASKEIED JOINT RINGS SHALL BE CHECKED VWiTH A GAUGE ALL THE WAY AROUND THE. PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DEIERMINE THA, THE FINIG HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE ,JOINTS SHALL BE 9JL.!_ED APART AND SA"i.SFACTORILY REMADE. 1. TRENCHING SHALL MEET THE REQUIRLMENTS OF :IAL OSHA FRENC'HING ORDERS AND THE CONTRACTOR SHALL L COFIPI " WITH SECTION 5422 OR THE LABOR CODE I r I 2 I 3AC4<EIL ED AND � r r W THIN CTY f IGH � of IlA.Y' SHAD. 3_ I L ANY TRI N�H NG 0 BE CJ]LJCIJ I COMPACTED PER CITY OF BAKERSIFEID STANDARD DEIAII_ ST --22. 3. As 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 BF RESPONSIBLE FOR DEWATERING AL1 TRENCHES, I; TRFNCHES OR PIPING BECOME DAMAGED DUE TO WATER IIdFlLTRAT{ON, IT SHALL BE "i li E: CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPFNSE_ 5, FLOODING OUR WATERJETTING SHALT- NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKtIENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1�9, 7. COMPACTION TESTS SH/,LL BE TRE RESPONSIBILITY OF THE DEVELOPER. THE RUBBER AND LOCATION OF PEOUIRED TFS15 `HA!_ BE DFTERKINED BY THE CIFY ENGINEER_ SHE COSI OF RETESTING SHE TO FAILED COMPACTION TESTS WILL BE BACKCHARGEU TO THE CONTRACTOR. COTE TO CGNTRACTC)R I 1 - c I: i MANHOLES � r 'T F 4 JTZ JV, .fIIN TRACT, ALL ,1A�HuL A.ID ,._E, NO , INCLUDING i.XISTING MANHOLES, SHALL BE ADJUSTED IGFINISH GtFDEIN ACS CRDANCWITH CITY SrnDAVPDS i EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND RE`?i10VAi. OR "CHANCE CJI" OFF BARREL RN(d S. i feITY STANDARD FOLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED APART OF 7HESF PLANS. (CONTRACTOR TO OBTAIN LATEST EDI`ION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) CITY STD. Na. DESCRIPTION DESCRIPTION -I+r'-, SEWER LATERAL MARKER ❑ SW -2 -FRENCH SECTION FOR CONCRETE ENCASED PIPE RIGHT OF WAY FOR CONSTRUCTED CHANNELS .,�I 3 T.HES PATCHES PAVEMENT FA S RAHF OF WAY FOR LIFED CNSr FUr TED CHANNELS SJ!-, MANHOLE, TYPE "A" ® SW -5 FRAMES 8:' COVER FOR MANHOLES a CLEANOUTS SIDEWALK UNDERDRAINI SW --S 6" CLEAN OUT DRAINAGE BASIN SW -7 HOUSE CONNFC[ION WITH VCP SADD'EE ❑ SW -fl !NDUS!iJ SAND TRAP LJ S,V-10 SAND TRAP �„ ( LH BASIN TYPE . A ,A , SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ SW --'12 SEWER LIEF STATION VALVE BOX ❑ D-1 INTEN SI,Y J5. .,!RATION CJR.FS ❑ D --? Rn IONAI METHOD RUNOFF COEFFICIENTS MANHOLE, TYPE "B" D-3 CHANNEL PROTECTION ❑ D -q_ CHANNEL PROIECTION L -j D-5 RIGHT OF WAY FOR NATURAL CHANNELS EA SW -7 REV CONNECTION TO EXISTINO SEWER PIPE. LL., (10/22/13). CITY STD. No. DESCRIPTION ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS o D -8 S RAHF OF WAY FOR LIFED CNSr FUr TED CHANNELS (❑ D-9 PIPE SADDLE D'_IAI1 �❑ D-10 SIDEWALK UNDERDRAINI D-11 DRAINAGE BASIN fes t/ n v D-12 CHAIN LINK FENCES [ D--13 CHAIN LINK GATES - ( - D 74 �„ ( LH BASIN TYPE . A ,A , ❑ D-15 CATCH BASIN, TYPE "A -l" ❑ D-16 GUTTER DEPRESSIONS ❑ D-17 JUNCTION BOX cr_ D-18 MANHOLE, TYPE "B" CxCa D-19 DRAINAGE WELL, TYPE "B" 5T-22 DATED 1/11/99 TRENCH BACKFILL COMPHC_. .IOP Z ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES 61, E:c S, rig.,c000 W GJN4 °J0- El '_,/ z IuMWmH, F Q I o Y z ggg1��d jaJ UE,?NOsuS4 `car iA �j-ll�F..NPFU-p y. Zi } 2zzD�a� fes t/ n v ^u0 j UOJam /�W7W W'�N�USp % �5.,/.d I1. W QUA, NL ii 4 co coN Nr FIS {A ' L6 UC a1 yZp� I °s5J 2 cr_ ,ow''"wxo ,A xQpa� Lu u, CxCa � CV Ci w 0p^p N T 1 IL I5F LL., C �0w F,Q F_ n�r��vti>JaF c. 50-15"z.,;oe m w z i . _ox•.�13u P 50 -15" _ -F Q L�a O - 1 W O m " °r w o� n 0 w m ! !?Lt mN earn U 5 ,q 9. CI w I m o'w''za>5 „ai50Ao^u.Iz`<N. m kF'-CJd 3.O JA'Ki LL _)��' D E3Y FRED W. PORTER, RC G 35448 �°'X DATE nco i f'C /,.- ti 3Y f's J W. Mi .E�; KE X3448 EXP, DE I I G F I Y .CHV) v r w Ci w T 1 IL R �r n w w F � CL I LL I al ola r�tIoz ,> I w Imo_ FOAT E i 1 t. i e, L_ n - L fil 2 OF 10 SHEETS G F Y i 1 t. i e, L_ n - L fil 2 OF 10 SHEETS - I CON.,cI K.JCTS+.! iJ NOTES ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA RUNLESS OTHFRIJISE NOTED ALL SEWER ..ATERAIS INSTALL SEWER MANHOLE �uJ INSTALL SEWER CLEANOUT '�-------_--�- INSTAU SEWER ---- INSTALL SFORM D`?A1N G INSTAL STORM DRAIN MANHO!_E MIN. INSTALL BYRE "A" CATCH -BASIN - - RIGHT -06 -WAY .. ., - EXISTING ,EWER E' SD- EXISTING STORil DRAIN - EXISTING EUCE OF PAVEMENT SD STORM DRAIN STATON SS SANITARY WF'R STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA RUNLESS OTHFRIJISE NOTED ALL SEWER ..ATERAIS ARE UPAS' () BER!"11SE P40TD � ALL SEWER LATERAL ST,ATONIPIL IS AT POINT OF CONNECTION N i-1 SEWER MAIN. ALL SEWER LATFt 4La ARE "O HAVE A MINIMUM. OF 25' OF COVER AT GUTTER ELONlLINC P,ND ,1 1 Zo' MIN. ! MAX. OE COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DIS/ANCES FROM LOT LINES TO SDWER LATERALS ARE ON CURVE rill AlON:3 CFREFT RIGHT -GF WAY ALL SEWER LA NERALS ARE TO HAVE .A STAMPED "S" IN THE CURB FACE ABOVE EACH LArERAL. q IQ `(r�zo .�. EORSYT-i COURT (SEE SHEET 5) A STQRIA DRAIN sE TLQN ra __, N.T.S. BREN IMO OR CIRCLE (SEE` HEET 4% STS_DRAIR CTION N r N,T,S, PRWATC RESIDENTIAL LANE .3 "�. 1 I I D I� Cr)j x`L�.+i S/tI II � � IIT � /'e; W Dulil uAlGAI Cr) ¢ < I j fr �, 1 z� 7 I r 1 tee' ,� '� � � a, ! t t I o - V I I� t L� 35 I 2\ r•)ro.-..n3T al a..`'9 Elli3 F rr,S14 s[3'os1 4� .moo TT ,..-. P11 - \ I D 1 15<1 j r I I I 1 1 I S E r RE A xl T1Nc oI) ELFT -� Tf LClU4F AND CGr15TRUCT 11EYJ w I I J ! I NORM DRAIN MANHOLH PCR CI7Y 22 �� I ! ( s ns. w PLACE. �l Irl 2,J 1 24 v coil 1 (l' II I I U 25 I -J �c� � c� r i�' G X eJO�A- 5CI' C�I G u uOliSIFJ O G1 rnU W �SJ.W O � p X tOpl>c O I GTI (J uSrCJ �JQIV CJw !( ll Ulp v.'~- L O>�J < s r o> I 3 3 a 0 uJ+Imp -0j f`�, P Ill Z , ,t)Mr. ZJ 4s.. i`a. } O'JI +1. (y+l O P�S OY tp }"' M tpa (y�F "j l wlnicn mni,n rvrlcn `�� � PHASES 1, 31 2., if SPUBLIC STREET) ff UARE DRIVE PARK SQ a I .y-�. ^v-.lcv r-y.r „JIB � F -:J F -U f-!J�� -'J' VIO UUr,, Ei.J- ovi 0t_Jl�Ctl p� Ix Z L -� 2 ( G.Z • L .10 � ¢ O .ID t30 ID of EG u1u31 �q0 hp lrt4iZ i ) Otj' �1,.Wj�VI i~r Vi m�� J) My il-3 +;1 rnv " +oa of jl chi r-� -c';1 v '� vi v'Ji til nl N w 3:,6 26 CAMPUS PARK DRIVE (SEE PM 12100 SEWER—STORM DRAIN PLANS) C V'I II I Vi z � fl(l II "� LENGTH ut I IA?N EiTF_j 11 T .. .. fi. % � .P 0,AUMATA 9Fc6-6Ai CRADE352. _i�ULI Ct AR °5 mow, yw n y W � II / ✓/ A90Wt5 fi9RN191?AlP /h �A 55 or, j91 J5'S�' v6 � z � o -' �W%TIF Oil I Oe ca rill Z O y 444�pppp����///�p>>>>��y Vp�>� ~ U7 �F z r q IQ `(r�zo .�. Lxowi�nt, O f� 40 0- W a LI) I„Y OF O ' U _j _W U) oLa � r t r - i 3sz�' W N J W s LOU J Z V L.r� o f� n DATE 4(2^.(20171 PA,IOB Na '13-2?50H N c p VJ i. u - l. r) V � ,nFroz Sl!CI6(ND woc'm IF � AV tll I A lir _J zpFo-.L�w¢ :coo Pte° 4}' co N 1 a LU W <O (J0 r20 WL�O` iK r,=� Oil 1 tl 1 Qu 1 ":B6 0 rv,a z I 1 �I CURVE TAEI F 1 I Vi z 1 fl(l II "� LENGTH ut I IA?N EiTF_j '- 8 : .. .. fi. % � .P 0,AUMATA 9Fc6-6Ai CRADE352. _i�ULI Ct AR °5 mow, yw n y W � z" A90Wt5 fi9RN191?AlP /h 55 or, j91 J5'S�' v6 � z � o -' �W%TIF Oil I Oe ca rill Z O y 444�pppp����///�p>>>>��y Vp�>� ~ U7 �F z r q IQ `(r�zo .�. Lxowi�nt, O f� 0- W 73 m I„Y OF O ' U _W U) oLa r 72 CO i 3sz�' z W N J W s LOU J Z V L.r� o f� n DATE 4(2^.(20171 PA,IOB Na '13-2?50H N c p VJ i. u - l. r) ,nFroz Sl!CI6(ND woc'm tll N c� c,rz,o3vr 4z� zpFo-.L�w¢ :coo Pte° 4}' co N R ZIY w0?� a LU W <O (J0 r20 WL�O` Qu 1 ":B6 0 z _iOw�pa�F� o"WO�KW¢yL� tc k -¢W y�v _Om` owow o�p w ,H [q[ 1DRAWING a'�r FED . PORTE 4. � E SCAT +'' I h 1 W, HORIZONTAL: 1"=40' VERTICAL: 1"=4' NOT[ . CONTRACTCR SHALL VERIFY I OCA FION AND EL IATJPI OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY P051Th/E SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EA -STING STUB. IF POSITIVE SLOPE DOES NOT EXIST. REPLACE STUB TO MANHOLE. 1 I Vi z 1 J + r : .. .. fi. % � .P 0,AUMATA 9Fc6-6Ai CRADE352. . . A90Wt5 fi9RN191?AlP /h -. ..:...:...:...:....356 ...:352 .III. 348 ....... .:.. �. ... ,48 � , I I. 3 INV . + �a 1 r v= 344 ...: ..:. Ij I V I SEE NOre a tP,ovr. 344 44 48 /. , � . _ _J :I' �j 1 n 424. _� Ex sa SD PER a Ix 49 3 / 5 L �; ^tl Pl p: YOu FLAN J/. 4t h41 c 34G....: ":.. X71 / N u �N =� P r h•va� 340 -, Ta' r9 -CONTRACTOR SHALL REMOVE EXISTING OUTLET .CI --3. RrF yr/"kGd. .. �.. .INSTALL C"06.9'. 72.' . i'.. C ..TMST^LL 114.{7.30° SFRJCTURL AND i,r)M1STRU. T NEW SF)FlN DRAIN . . . .STORM D(tAil4 60.23% ,� . .. CL-� Iif'f' r'R"J TORPiI DRAIN (� 0'.Zl% � � .. : III\+,IkL 1E".. C L o 7 �30 % ... 4iANHOLE:PER CITY SrO�, -L� 7 INTI / ICL -S R P n ROJ� C( t FF'P ,1R(�u ICE-" ROP w FGJ 5104M DRA'N ' (J.1% . .. ..SFORM JRA;IS STORM RAINJ3#: "@ 019% . .. CD 0.117 .. .... ... .. .. .... .. ... .. . 336 9+00 10+00 111+00 12+-00 134.00 14+00 15+00 16+00 STORM M DR AiN PROFILE u 1 �/ J 'E Vi z I7 G J L_ 0- z 0- z Oil I rill LU �F q 0- w sea Lij U) r - i j I I z DATE 4(2^.(20171 PA,IOB Na '13-2?50H SHEET 3I OE 10 SHEETS CSi INSTALL SDAEI: MANHOLE C, ,U!21A INSTALL SEWER CLEANOUT --- IN]TALI_ SFWFR 0) INSTALL STORM DRAIN -_-- --- LLJ C.- INSTALL STORM DRAIN MANHOLE S,5w LL INo.ALL TYPE "A," CArGri'-BASIN — -- - --- RIC -I OF -WA'f . - - -- EXISTING SEWER _ 0 - F_"XISTING STORM DREH -- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION F^ ccs a v d ALL PLAN VIEW STATIONING IS EASED ON CEN FRLINE DA'rA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. AI L SEWER LATERAL S A70NING 11> AT POINT 1L- CONNECTION WITH SEWER MAIN, ALL SEWER LATERALS ARE TO HAVE A MLJINIJM OF 2.5 OF COVER AT IlUITER FLOWLINE AND A 225' MIN. - 7' MAX. 0= COVER AT THE PROPERLY LIRE. IN CUL-DE-SACS cACS AN4 KNUCKLES,ES DISTANCES rF_ RUNf. LO'LINES TO SEWER R LATERALS ,ARE ON CURVE ALONG STREET RIGHT-OF—RAY. ALL SEWER LlATERAL.S ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. RECORD LELAND MASE z osJ t. Cgj �., .pytp✓( _ Byt FRLD W. PORTER, [VCE 33448 EXP, = DATE_ mcv INSTALL 233.$' i�lo G C, ,U!21A O r aI' 1 C7 LR n �oFr �' z 0) Nz�' za0,�o X �w 011n 1 U) N LLJ C.- z"Mc r�yy Q - S,5w LL w m < ti o w o y u 3 R \ � LL �zcYio°;o7��os. f rCL- RUC. 13.74: I_.k. 18" U} m 11+00 12+00 13+00 I ,. RCP RGJ0 N <rt-ozpoo?m I i IN STORM DRAIN O 0.3H% SI SEWER -STORM DRAIN PROFILE 345.20E CON=TRUCT 23, 8t LE '12" C -3 RCP w1ROj STORM DRAIN V 0.21% J IVI\IVt GRRIN. QN TlFrd 1 DFLIA- fm 500.00' I 94.72' 1 10'57'75° 1 47 Q INSTALL 233.$' 348:x.:...: ) y z w� i d vui vcyzw N LR n �oFr �' z 0) Nz�' za0,�o X �w 011n 1 U) N LLJ C.- z"Mc r�yy z S,5w LL w m < `. 1 o o o R: nom 1, R: o <� 3 R \ a'LLOC] L U'7tZ0 LL �zcYio°;o7��os. 4 1�I U} m 11+00 12+00 13+00 � N <rt-ozpoo?m W T m SEWER -STORM DRAIN PROFILE xsJ ow�c,o .a z CnN 2�oa w s w SO(zJ E�ZOW�4a.ui +NLn .0S O Eb/n 2z n'u'¢ww�KG 0¢y N v; wi ��iiz em a_ O Orn 4�F`r: = U O ' 'Zm WT�llLL I }.Vj'`Jti � �EOUr- I wi Qz pttr'���SWwiTiiWOm O p Yln jt_'IjZ,�1' , 1WZ i VI �FL1rt4Z-U�C6a. 356 .... HORIZONTAL: 1"=40COR-----•- VERTICAL1"=4' IA -,f 4-0-5 5 LL1 - S -Ile DxTE DY- FRED W. PORTER, RCE 33448 EXP. k .... /_,PN ..:. .. .....:...... ...........:. i_ :. APPRO.f/rdAlE96512V GRADE ..: :. ...... _... .. I I j( . . A AN , RM OFAIN ++�� INSTALL 233.$' 348:x.:...: INSTALL 277.0' INaIALL 251.3' INSTAU_ 16CO" 8 PVC SEWER' 0 935% Ld 8" PVC F WFR CO 035% 8" PVC SLYER 0 0.35% 6" PVt SEWER . 00 `. 1 3 R \ w J DN 1�I 10+00 11+00 12+00 13+00 14+00 15+00 164.00 17+00 18+00 � SEWER -STORM DRAIN PROFILE IJA z j w� w W rO .0S O Eb/n O L kFY 2 v u = o > J w U ' fY 4- 'Zm I L'i � I wi Qz O 1= < I DATE PA gas , 1WZ i VI 4 rV QE 10 SHEETS 'Holz IN �yN +I -0 +�t I I k .... /_,PN ..:. .. .....:...... ...........:. i_ :. APPRO.f/rdAlE96512V GRADE ..: :. ...... _... .. I I j( . . A AN , RM OFAIN ++�� ........ ....... ... .... ........ .... .[Ir.. ......... ..... ..... ... .. ..1...1II... ......1.. ....... .............,...........1.11., .�. f..... .... 348:x.:...: � J IJ Ld 1 344 a..-.. z < . 00 `. 1 ........ ....... ... .... ........ .... .[Ir.. ......... ..... ..... ... .. ..1...1II... ......1.. ....... .............,...........1.11., 352 I k 348 t .344 - f hv 1 INvS ", - ... 340 3 o d1 INSTARL 205.8'36 +r ,a- 340 CI -3 RCP r/d"a ECRM DRAIN 0:010% S� 19+00 _ 20+00 - Yi F�� .�. f..... .... .. ... ...... D— 1 z uj NSTALL 00 `. 1 3 R \ w J DN 1�I 10+00 11+00 12+00 13+00 14+00 15+00 164.00 17+00 18+00 � SEWER -STORM DRAIN PROFILE 0.00 z j 352 I k 348 t .344 - f hv 1 INvS ", - ... 340 3 o d1 INSTARL 205.8'36 +r ,a- 340 CI -3 RCP r/d"a ECRM DRAIN 0:010% S� 19+00 _ 20+00 - Yi F�� $a D— 1 z uj C. IC. LL 00 `. 1 \ w J 0 1�I � UT � q 0.00 z j IwIu� L Eb/n 0 4 lo t v u ur z b :rte �G+ 1 5.18 o > J w U ' fY 4- $a D— z w 1 00 0 0 q 0.00 z j L rte° U/ I n IUi m I wi I DATE PA gas 4/21120/7 No. 13 -275 -OH, SHEET 4 QE 10 SHEETS SQfNLSMUrT1ON NOTES O DINSTALL SC'WEP thAHH01E © INS FALL SEWER CLEANOUT --------�-- INSTAL4 SEWER W N INSFALLSTORM 'DRAIN -- -- o INS --ALL NORM DRAIN MANHOLE i INSTALL TYPE "A" CATCH -BASIN m co - EXI.. TING SEWER _ — EXISTING STORM DRAIN "---- '�' -- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VI :W - TACONiNG 15 BASED ON CENIFRUNE DATA UNLESS OTHERWISE NOTED. ALL SEWER LJERAL8 ARE 4" UNLESS OTHERVSE NOTED. ALL. SEWER LATERAL SIATICNING IS ,f POINT OF CONNEC'TKEN WITH SEWER MAN, ALL EWER LA(ER1LS A9E TO HAVE A MINIMUM Or 2.5' Or COVER AT L.UTTER FLO I INE AND A 2,25' MIN. - 7' PAAX. OF COVER AT THE PROPERT'( LINE. IN CUL DE -SACS AND KNUCKLES, DL FANCE.S FROM LCT LINES TO SEWER LATERAL S ARE ON CURVC ALONG S, RF,E. RIGHT OF -WAY. ALLSEWERLAFERALS ARE TO HAVE A STAMFLD (S" IN SHE CURB FACE ABOVE EAJH LATERAL. CONSTRUCT 1373 L.F. 18" CL -3 ROE w/RGJ STORM DRAIN ® 0.2% /J—' —CONSTRUCT 25.63 LF 18" INV EJ 5' SWR Ih1V= CL -3 RCS' ve/RGJ .00343.94 STORM DRAIN 0 0.2% --CONSfRiJCT PIPE SADDLE �y+�(''�FEERCITY ST9'S. E�ORM DR I ��� JQQ !-QN Li T!.LS. CURVE TABLE LLLC OURV( I' RADIUS LENCEI V L A y� ohn a g Cl i 296M1OL SS70' � 04 3 F 2 1!7.91'_ W N I— _. parte q0 oir�ip C1 o�0 i c?xzu;o�mvp�, m co �`pWcp V E 4L 5 5' I 7C OOU n ?-c rnoo 0 O �jrn f,L7v V!YZn�w OO O /J—' —CONSTRUCT 25.63 LF 18" INV EJ 5' SWR Ih1V= CL -3 RCS' ve/RGJ .00343.94 STORM DRAIN 0 0.2% --CONSfRiJCT PIPE SADDLE �y+�(''�FEERCITY ST9'S. E�ORM DR I ��� JQQ !-QN Li T!.LS. CURVE TABLE LLLC OURV( I' RADIUS LENCEI V L A 1ANOP F� a g Cl i 296M1OL SS70' � 04 3 F 2 1!7.91'_ W N I— _. parte q0 oir�ip C1 o�0 c?xzu;o�mvp�, z co �`pWcp Lco ix`,<zm I 7C OOU ?-c rnoo 0 2n OU�r+z+F W�V f,L7v V!YZn�w 0 22Y�V G(N�<1Y zw ry I nb2E 5 'p7G� ag 2yur a�zo¢h�Fz- zz�..`i- . LI - <wFe .F-Wa U 1°0 mon x��4 `o Vy ULT_-zw¢D"'' LIJ 2 4U W!nE0 Lm�viQ <'�VIW 4' OrY ('V o-O� VWWT>z4QOp VSVWWL���U 1¢03i4�LLN{- P, ARK SQUARE DRIVE i •n(�m— wL�',oiu�3=oKm Z!1 -C 2FZ-SL'�lLot INS TALL 2.21.6' 358...........! ............. 352:. NS(AI_L 349 W(C HWEP 5 0.35% AAPROXIMATL FNSIALL 25t.7' 8" P,/,- SEWER ©0 35% ! UIQ a�- o N !V Gil �Fa rnUL� mCl vi co k INSTALL 125.0' 6 PV4 SEWER C(P 1.00% t\ HORrzGrrFAL: 1"=40' VERTICAL: 1"=4' I� J''tiJ.Zi 358 .... .. 352 348 344 340 . INSTA!_ 28J 8' 3 KID A/RGJ STORPI DRAIN, G 0 20% ........................................................... .......... 10+00 11+00 12 -FDO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER -STORM DRAIN PROFILE 0 W 9 , xx AA C7 ((�v z i Lu .6 C > U � i y � csa N K 9C LL (J) Z N Lu 0 o6 LU a) c' y�o z W _ /1f Ci L3�0 q y. W )I JL � J r�j �k JUl lc parte q0 oir�ip C1 o�0 z co Lco '�M� I 7C OOU 0 I� J''tiJ.Zi 358 .... .. 352 348 344 340 . INSTA!_ 28J 8' 3 KID A/RGJ STORPI DRAIN, G 0 20% ........................................................... .......... 10+00 11+00 12 -FDO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER -STORM DRAIN PROFILE 0 W 9 , xx AA C7 ((�v z i Lu .6 C > U � i y � csa N K 9C LL (J) Z N Lu 0 o6 LU a) c' y�o z W _ /1f Ci L3�0 q y. W z co Lco 0 ry I LI - 1°0 LIJ I I Ur L) W ¢ I i DATE 412112017 1, _PA JOB No. -2 SHEET rSHEET �I 5 I OF 10 SHEETS COi+l TR%(jION NOTES .nS. INSTALL 'EWF_R MANHOLE ALL PLAN VIEW I-ATIONING 'S BASED ON CddTERLINE DESA UiNLESS OTHERWISE NOTED. r 1 11 ro j i ill ALL SEWER LATERALS ARE 4" UNLESS 01HE_RWISE NOTED � c INSTALL c,EWER CLEANOUT �� D ai 5 5 la y INSTALL SEVIER l =_ -- LN'STVLL STORM DRAIN �- ' - t -.� 0 LGPPR PROPERTY LINE. R CONS ->�� - ���i AL SEWER LAFERAL �1 ATIOtiINC I-� AT POINT 0 ON`,6rTLON WITH acW�R PAN, ALL SEAER LATERALS, ARF. TO HAVE � MINIMUM 0 C� INSTALL STORM DRAIN MANHOLE F�OWLIiJE AND A 225' MiN / MAX: OF COV_.rR Al THE PR � I. (I Cf 13 7_ _F. 18 INSTALI TYPE "A" CATCH -BASIN IN CUL-DC-SACSAND FNJC KLES DISTANCES FROM LO LINES TO SEl FR cL 3 SCP wJRCJ i --- — s�nr1 UnaiN RIGHT- -OF-WAY I ATERA S ARE N CURVE LONG R ' RJSHI OF -WAY. O o z9 EXISTING , EWER ALL SEWER LATERALS ARF TO HAVE A STAMPED S" IN THE CURB FAc'E AEC)VE�— FACH LATERAL.h- 18' irav_� -E r -- EXSlING STORM DRAIN / 44.85 - - EXSING 3 �a©�8.4.8�2 �E� coNSTx �U 19.7t L.F.nv 18 WU/- U 3 R 'q/RCC a SNR i/� SD `; T04M DRAIN STATION 342,17 >rORw OR a�N cm deo% SS SANITARY -SEWER STATION 3s3.8x �—iNSTALL 0.'JNCkETE PIPE SAOU;-E PER C.O.H- STD, DWC. D-9 STORM DRAIN SECTION 25 352 r INSTALL 63.1' 8" PVS SEINER Cir 0.259 8" PVC SEWER - @ 0.359 d HOR2ONTAL: 1"=40' VERTICAL: I"=4' RECORD Q.-RAVYING / - Y- FPEQ W,. PORTER, RCE 33448 EXR DATF 0 W �> .�� 10, NU) 47 uT MO �s C1IZ' 30 . . - . . . . . . . ifi 6�IJ +O .340 cOO Y.. +N; 4t }��— 6AIC U) V]I n G) 356... III4 352 r INSTALL 63.1' 8" PVS SEINER Cir 0.259 8" PVC SEWER - @ 0.359 d HOR2ONTAL: 1"=40' VERTICAL: I"=4' RECORD Q.-RAVYING / - Y- FPEQ W,. PORTER, RCE 33448 EXR DATF 0 W J OVI NU) o uT MO �s C1IZ' 30 . . - . . . . . . . wj� ��s .340 cOO Y.. - }��— 6AIC i _ (u/ t7 M .209. M STORM BRAIN IO -F00 ............. .. . O 13-4-00 14+00 12+00 15-00 16-h00 N V1 r.,y %: .. Ar'PRb`7NATc GFa//`iiJ G1TA,7f .. .. _ __'• st y /'y AM diy 49G��,=WER AND S TGR1,i DNn/AJ -,--- 356 352 I i cl z o 7 _• 8 ]NJ 4 q �s r 30 . . - . . . . . . . wj� ��s .340 IO is i t CP P - - _ (u/ t7 M .209. M STORM BRAIN IO -F00 ............. .. . O 13-4-00 14+00 12+00 15-00 16-h00 SEWEER- FORM DRAIN PROFILE I i cl z o 7 i L rDATE 4/21/2017 PA JOB No, 13-2750H J Q0NS7RuTLQ_Ns NOTES Q INSTALL SEWER MANHOLE 0 INS FALL SEINER -1 EANOLIT --- INSTAtISEWER ovlz ��IGy INSTAL. SFORM DRAIN --- - - 0 INSTALL STORM DRAIN MANHOLE ,yam INS TALL TYPE "A" CATCH --BASIN --- --- RIGHT--OF'-WAY [_ C3 — EXISTING SEWER ,. '21)---- EXI - NNd STORM DRAIN -Ik1," E(I. FING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 21 AT PLAN VIEW STATIONINC IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOHTED. ALL SEWMB LATERALS ARF 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL S'ATF MNG IS AT POINT OF COINNECTION WITH SEWER MAIN. ALL SEWER I A FERALS ARE L0 HAVE A MINIE,(JM OF 12.5' OF ('OVER. AT GUT -FFR EI ONLINE AND A 225' MIN. - 7' MAX- OF ( SVM AT THE PROPERTY LINE. IN CUL-DE—SACS, AND KNUCKLES DISFAiNCES iRUM !JT ONES rci, SEWER LAI MALS ARE CN CURVE ALONG SIFEET RIGHT-OF-WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED 'S' IN 11-11- CURS FACE ABQ�/E EACH IAIFRAL. INSTALL. 3595 S" PVC SEWER U 0.35% 356....... L........ 356 APFi710,Y1YA!7 L't510 624CL. .. .. .. .. .. .. ... .. .. L .. .. .. . fir` 1 / AEOY! SEWER AWl 51014/ DR411V - - / 352 I ; 352 ___ fa`F g+I 34c5 L 34� °(s _� �� X41, 344 0 n A: a s.y,_, 340 " `.. �, oy 340 1 INV /. 11/ 11—. - - ��? 1 h 1�✓s.( 4T INSTALL 221A'. 36� ..4_x_356 _ .� 4 (i8 " � � INSIFli_ 76.1 18 CL- r+CP %RCJ >TOt2M bRA1N 'c� OOu : I INSTALL 1000 16" _s...—CL A P 3MDRAIN ' w Rar-zJ c-7 10+00 t1+00 12+00 srORM DRAIN o 1.11713+0 '. . 14+00 - SE WED ---STORM DRAIN PROFILE M RECORD DRAWING P'F3 #45E 5 4. 1+ �; 4r>ri9 ¢_y BYz d"F?ED W. r"'pF{TERq ai(:L 33-44a n�:4#�. 0d`7E CURVE TABLE P7 ^ry ^Y 4 61 FILO DEI 1P _ TANgFMT_ --- uu n] > r, _b ovlz ��IGy --111 GI aoo Fir 9NiJ +n x 5590' 15 52' _ 152' 1 I& 40 00 45. 01'_ [_ C3 300.(0_ U nA a�tlie0. I 51.34 -� ,ti I a i i I $ 2 CCJ2 Vtv h1J rj 1 - _i 1 �J to .�-CTIV) 'qn `1 �V+ 4. U:.FI YP� rt i'I CV 1) iV 1, 356....... L........ 356 APFi710,Y1YA!7 L't510 624CL. .. .. .. .. .. .. ... .. .. L .. .. .. . fir` 1 / AEOY! SEWER AWl 51014/ DR411V - - / 352 I ; 352 ___ fa`F g+I 34c5 L 34� °(s _� �� X41, 344 0 n A: a s.y,_, 340 " `.. �, oy 340 1 INV /. 11/ 11—. - - ��? 1 h 1�✓s.( 4T INSTALL 221A'. 36� ..4_x_356 _ .� 4 (i8 " � � INSIFli_ 76.1 18 CL- r+CP %RCJ >TOt2M bRA1N 'c� OOu : I INSTALL 1000 16" _s...—CL A P 3MDRAIN ' w Rar-zJ c-7 10+00 t1+00 12+00 srORM DRAIN o 1.11713+0 '. . 14+00 - SE WED ---STORM DRAIN PROFILE M RECORD DRAWING P'F3 #45E 5 4. 1+ �; 4r>ri9 ¢_y BYz d"F?ED W. r"'pF{TERq ai(:L 33-44a n�:4#�. 0d`7E CURVE TABLE CURVE RADIUS IM'Li DEI 1P _ TANgFMT_ --- uu n] > r, _b ovlz ��IGy --111 GI aoo eo.as' so 000 5,5oo' 1 C2 5590' 15 52' _ 152' 1 I& 40 00 45. 01'_ [_ C3 300.(0_ r 0'67'_1 1336'34' I 51.34 -� NS ALL 950' 5 PVC SEWER 0 1.5017 INSTALL 165,1 "S PVC SEWER 0 0_357 HORIZONTAL: 1'540' VERTICAL: 1"-4' 356 ..... .. j ........ ... 356 h^ 352, %s APPHO /3 AT£ � SIGN 6RArg . . . 52 A8OM SFH2-P, AND ,TORn!'DRAIN { 340: ........ .. ... ... .... 340 10+0 11SEWER LINEPROFILE � 13+00 w�Ua z�v> F WC V_(n._w4Fp iY �'�z LLZ�G z cm2 W SaW�r�� `t�U�GZOj OCG?i �w Uvi t0 �mZ g')oa ow �>o Uz22� a �x�zwwooa vi t- oO�¢�C zpq c� znt3im at, 2 C a K U S U p aV a t�RVar lU ZOWan"'�yUZL C'-22aW. 1-01�JU K,�. J2UY z zm )ti eE�N�oa�R�. 2�z Uma or �'�wt°T om .owe>na'% o��H zE �orm 2�UlaW�^SNi� F Clti 4-UpKa� I j � I) a// k f ,?' . z m plgR t Ji,� uu n] > r, _b ovlz ��IGy Z m m W W Z N po � OD1� o l O (D� doles m� W L_ T Ir ,ti I a i i I $ INSTALL 165,1 "S PVC SEWER 0 0_357 HORIZONTAL: 1'540' VERTICAL: 1"-4' 356 ..... .. j ........ ... 356 h^ 352, %s APPHO /3 AT£ � SIGN 6RArg . . . 52 A8OM SFH2-P, AND ,TORn!'DRAIN { 340: ........ .. ... ... .... 340 10+0 11SEWER LINEPROFILE � 13+00 w�Ua z�v> F WC V_(n._w4Fp iY �'�z LLZ�G z cm2 W SaW�r�� `t�U�GZOj OCG?i �w Uvi t0 �mZ g')oa ow �>o Uz22� a �x�zwwooa vi t- oO�¢�C zpq c� znt3im at, 2 C a K U S U p aV a t�RVar lU ZOWan"'�yUZL C'-22aW. 1-01�JU K,�. J2UY z zm )ti eE�N�oa�R�. 2�z Uma or �'�wt°T om .owe>na'% o��H zE �orm 2�UlaW�^SNi� F Clti 4-UpKa� I j � I) a// k f ,?' . z m uu n] > r, _b 0 U) o Z m m W W Z N z M LU N o l O (D� I 7LL I L_ T Ir ,ti I a i i I $ CI a 2l r ,CL z o Qy. W ilzi� W U, w I � 1 - _i y Oa OJ Oj 1 Lair I $$gy�pp� A yy 3;"u55�yy +ani 00 I CO Lij I ct i ��ggggl s.El uj i 4 9 I I I i I I SDK E 412l/20171 PA JOB No. 13-2750H 7I OF 10 SHEETS' �S RUCTION NOTES ® INSIAIL SEWER MANHOLE (c] INSIALL SEINER C! EANOU T -� INS TALI SPWER ----- — INSTALL STORM DRAIN (� INSTALL STORM GRAIN MANHOLE 1s, iNISTALL. TYPE "A" CATCH -BASIN --- . — RIGHT OF WAY ov)'D I'�n EXISTING 'EVER F L — EXISTING STORM DRAIN Z _ EXISTING f,-DGE OF PAVEMENT SD S' ORM DRAIN STA TION SS SANITARY SEWER STATION ALL PLAN MEN STATIONING IS RAS' D ON CENTERLINE DATA UNLESS O1HFRWISE NOTED. ALL SEWER LATERALS ARE 4' UNLESS OTHERWISE NOTED ALL SEWER LATERAL STATIONING IS AT POINT OF COLNECHOd *V1TH `EWER MAIN. ALL SEWER LATERALS ARE TO HAVE MINIP.IU`A OF 25 7 OVER AT '3UTTER F OWLINE AND f 2.25' MIN. — 7' N's.2. OF COVER AT fta- PCoPERTY LINE IN CUL—DE—SAC=V AND KNUCKi E_S UIS TANCFS FROM 101 LINES TO SEWER LATERALS ARE ON CURVE ALONG' STREET RIGH Q WAY ALL SrINPR LATERALS ARE TO HAVE A STAMPED "E" IN THE CURB FACE ABOVE EACH LATERAL tv� CONSTRUCT 53.2± L.F. 3E"-� CL -3 ACP w/RGJ NZAIN w 0.257 AIN SECTi4N N.T.S. (SLE SHEE] 9) _+ 5 PHI (PRIVATE STRET) INS FAIL 522 INoTA1L 162.7 SE 8 POE WER INSTALL 25.7 8" PVC, 'EWER @ 0,35% Q 0 357 5 FV, SEINER @ C 0 A — U U CURVE (ABLE t.I IkvF_... RADIIL P 4N �q.TA 1 IMGFNTT �(1_ _ 500.00 194.55 22-17'37' _98.52;;_ Cl 5_.00 92.15 �9'o(l'UL"� co a wmxa N zq o r>�V Lfs 40 A 06B .w5 +.GU a)(�� zzasgt�Fa YS V6 Z0, lu G Z so zta d�Zp oc N o ''z UU�Z p 2 Q G g l 2 GzwGGo�, \ 9, i�lUta�Zgx J~6 59 3xlsgk� (- Iors1OX =.''i 8K?G bI'wlawiJA-'- wo M a u_'i z ¢ 1LIY•RAP >CZ U -O<5 �w T Llv �.tir3t➢ 4r -4o W�ZU A...Lr 2GLL www �rloua CONSTRUCT OUTLET STRUCTURE -zayiu PER G.O.R. STD. 6W6. 0--71 V oa pr_ ��sPx�o44L.- :O�Wwiwq� wmmr O vi U _-nj 2 K m�owzHi ,llo� H-6 1 -O RECORD DRAINMG BYl FRED W. PORT&R, RICE 33448 FXR DATA°. I 6 S WE 0 PAD 37% _ _ _ . _PVG �1X' 1"=40' VERTICAL: 7"=4' �w�jan z f `SIO W M1�;jy c r_ X�p�, 0 Ft lyl C x o �O I.1 0 10 . .. � � � ^.L-3 RCP x/RGJ o fGF;AP �DRA.lP yr O Oci _ F�('� _ ov)'D I'�n oVJI otU r y it'�ZI7 w ry L 6Z O L tV Z STORM, IURAIN © 0.06'7 J O UIZ 00 . ... 7+00 8+00 0+00 c 10+00 11+00 12+00 13+00 14+00 15+00 1 k® I � f 1 n , w i' r-1 rn a' F cnw, m m-tr -o UV>� (1) O N'I W V)' I 0 A — U U CURVE (ABLE t.I IkvF_... RADIIL P 4N �q.TA 1 IMGFNTT �(1_ _ 500.00 194.55 22-17'37' _98.52;;_ Cl 5_.00 92.15 �9'o(l'UL"� co a wmxa N zq o r>�V Lfs 40 A 06B .w5 +.GU a)(�� zzasgt�Fa YS V6 Z0, lu G Z so zta d�Zp oc N o ''z UU�Z p 2 Q G g l 2 GzwGGo�, \ 9, i�lUta�Zgx J~6 59 3xlsgk� (- Iors1OX =.''i 8K?G bI'wlawiJA-'- wo M a u_'i z ¢ 1LIY•RAP >CZ U -O<5 �w T Llv �.tir3t➢ 4r -4o W�ZU A...Lr 2GLL www �rloua CONSTRUCT OUTLET STRUCTURE -zayiu PER G.O.R. STD. 6W6. 0--71 V oa pr_ ��sPx�o44L.- :O�Wwiwq� wmmr O vi U _-nj 2 K m�owzHi ,llo� H-6 1 -O RECORD DRAINMG BYl FRED W. PORT&R, RICE 33448 FXR DATA°. 356. ... I .. ... ....... --- o;s`\' 7TYOh"1 £ X541V GRAVE . . . -A80 _ Fh 352 .......... V} CO{ 356 �'?X......:.......:...... .352 336 1NSTALI 16 1 36" 4e 6 S WE 0 PAD 37% _ _ _ . _PVG HORIZONTAL: 1"=40' VERTICAL: 7"=4' 356. ... I .. ... ....... --- o;s`\' 7TYOh"1 £ X541V GRAVE . . . -A80 _ Fh 352 .......... V} CO{ 356 �'?X......:.......:...... .352 336 1NSTALI 16 1 36" INSTAL 1260 6 S WE 0 PAD 37% _ _ _ . _PVG b. 02 PIn W L'ul �v _I O f `SIO W on +v!w + �N "1!A . .. � � � ^.L-3 RCP x/RGJ o fGF;AP �DRA.lP yr O Oci _ N 356. ... I .. ... ....... --- o;s`\' 7TYOh"1 £ X541V GRAVE . . . -A80 _ Fh 352 .......... V} CO{ 356 �'?X......:.......:...... .352 336 1NSTALI 16 1 36" SEWER -STORM DRAIN PROFILE Ill2- I)?r Okli-_ z o INSTALLRCR4w W >. �6 r> a % PGJ 3F . .. � � � ^.L-3 RCP x/RGJ o fGF;AP �DRA.lP yr O Oci _ qIS FPI L 46 6' 3v� _ �� TORN DRAIN 6 0.08% N Lu st W .. .. .. STORM, IURAIN © 0.06'7 . .. .. .... . . . .. .. .. .. .. .. .. .. .. .. .. .. . . ... 7+00 8+00 0+00 c 10+00 11+00 12+00 13+00 14+00 15+00 SEWER -STORM DRAIN PROFILE Ill2- I)?r Okli-_ Y, Dc co oIS w � M 2 O� ua \dam a z o r W >. �6 r> X V) 0 N Lu st W to M W ? c 01- z y c co 1 k® I � f 1 n , w I li I c IG .�T1U�' ua :� I II O m I t I I 1 I fDATE PA JOB 4/T/2017I1 No. 13-2750H r-HEE'T f Lu G!= 10 SHEETS Y, Dc co oIS w � M 2 O� ua \dam a z z °rte 0-I ) I� r w Lij I I I l I I O m I t I I W fDATE PA JOB 4/T/2017I1 No. 13-2750H r-HEE'T f 8 G!= 10 SHEETS CONSTRUCTION NOTES C INSTALL SEWER MANHOLE (J INSTALL SEWER CLEANOUT -----�-- INSTALL SEWER - -- INS FALL STORK DRAIN L5) INSTALL STORM DRAIN MANHOLE -Na INSTALL TYPE "A CATCH -BASIN - - - — RICHT-OF -WAY l L r_XISIING SEWER JX ,,: EXISTING, NORM DRAIN �- - EXISTING "DOE OF PAVEMENT ED STORM DRAIN STATION SS SANITARY SEWER STATION Lv ALL PLAN VIEW STH HONING IS BASED ON CENTERLINE DA CA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL,, ARE 4 UNLESS OTHERWISE NO ED. ALL SEWER LATERAL. STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' Of COVER AT CUTTER FI OWUNL AND A L td MIN. 1` MAX OF LOVER AT THE PROPERTY L Nr IN CU.. -D6 SACS AND KNUCKLES DIS(ANG`_s TROt'I LOT LINES TO SEWER LATERALS ARE ON t URVE ALONG STREET RICHT-OFWAY ALL SEWER LATERAL., ARE TO HAVE A STAMPED "S" IN THE CURB FACE A©0VE EACH LATERAL. RECORD DRNWING 3Y r ED W, PORTER, Flt' 53446 EXP. KHATS G vim m con 2. �hlQ +JTZ 9JN'h 6U E 7A� E HORIZONTAL 1"=40' VERTICAL: 1"=4' ..356 T. 7 IE�F¢ '352 Nv- �.s 348 -ti` .. ... :+I : JI-;. r;a .:T.',=H. .... : : .. : .. v> .\ .. : .. : ... : :. :. .. :. h .v�` : : :. .:... :. .. : �a� _In,: \� ,r N;/ C= .. : fl`'r�-- LJ :,=�7:" .. : .. : .. :44 344 w S�' G. .h N'. i}y}3}1 !°J'� 111 >Y INV'P7',{��� 340 s cars ... ... _,_ ....'......... —� .....:340 INSTALL K7' 3o ! `r "j, N-,- . INSTAL' 601' 36" - ISIALL L 289:9' 13.. . CL -3 RCP w/li „ STORM DRAIN =? 0:087 `�8 6--3 RCP w/T TOR61 DRAIN � 020% STORM DRAIN @ 0:081 �-�-°� .. _:r„ ..., ,,. .._. - ;._..---- - - ----- ------ -- ..,---- ... — . 9+00 10+00 111-00 12+00 13+00 14+00 15+00 16+00 17-1-00 18+00 SEWER -STORM DRAIN PROFILE o?u� coJ 0 c ¢zuF-.c t �so 26GViOWm -o<e ._pz Rmvi� UO iWr iv i i p W c s U 3 lF-V r)O GRA Y 41'V'W GZUpj rtwi ¢woor a,xwp zz5 wz ��>y W W I C L2 Y O p �-rL o�zorc���z> a rp �p:YVQOp 'un }Si�ao �n rzu QWOZ2U?GZt� U Z E R O O yK TZ`;Wul fl �> 4O �'x nzic s'�a g'; JO .W� UJ Jj �^ `•_i Z � C �1 SFU O r W Y 0 PL✓.-O�WIp a�. I-cir ¢is M c7 c x _o r vcn a X < U) � m m 06 W N c7 Z w O O 0 CL INSTALL 42.4' INSTALL 100.0' I 8" PVC S- WEIR Cti J 3F7 6 FVC SEWER @ 1,00% SEWER _ INSTALL 165.4' --- INSTALL 104.0' INSTALL 100.0' INSTAL 202.0' :IVC X ry Orn U QSCI�+ 616�J > 3' PVC xNLR._ a—' P' WER_®_1 GC C fG Q St_W_ E @ .._00 % 8" FVC SEWE_R®.._. U'U F R h' -i} <>'J _W..- --_ 5 -V- -E W i W .. _06LPVC_____ ai—CZFVO J 7 +N 72 E�A J>i as� > f n F CJ -'Az J f �.S -or_ l�j 0E wi fn Cm 0 U�IL NIC 'J C9r0 C) nUI2 , �y r✓ vI G,y BIZ uo N)Z^: SIJ �tl ��iZ UIS p J UOp �� j Oral s )yj (Jp. 4,1 rn j Z GO alp w JNi {r `r¢i 0(qCy�.£ 'vi w1 w n; -� g u7r7 5 mI +w t'J +K a J oj'5 rp in JII e1J V1 t1n1 ru) iJl SrN) 6U E 7A� E HORIZONTAL 1"=40' VERTICAL: 1"=4' ..356 T. 7 IE�F¢ '352 Nv- �.s 348 -ti` .. ... :+I : JI-;. r;a .:T.',=H. .... : : .. : .. v> .\ .. : .. : ... : :. :. .. :. h .v�` : : :. .:... :. .. : �a� _In,: \� ,r N;/ C= .. : fl`'r�-- LJ :,=�7:" .. : .. : .. :44 344 w S�' G. .h N'. i}y}3}1 !°J'� 111 >Y INV'P7',{��� 340 s cars ... ... _,_ ....'......... —� .....:340 INSTALL K7' 3o ! `r "j, N-,- . INSTAL' 601' 36" - ISIALL L 289:9' 13.. . CL -3 RCP w/li „ STORM DRAIN =? 0:087 `�8 6--3 RCP w/T TOR61 DRAIN � 020% STORM DRAIN @ 0:081 �-�-°� .. _:r„ ..., ,,. .._. - ;._..---- - - ----- ------ -- ..,---- ... — . 9+00 10+00 111-00 12+00 13+00 14+00 15+00 16+00 17-1-00 18+00 SEWER -STORM DRAIN PROFILE o?u� coJ 0 c ¢zuF-.c t �so 26GViOWm -o<e ._pz Rmvi� UO iWr iv i i p W c s U 3 lF-V r)O GRA Y 41'V'W GZUpj rtwi ¢woor a,xwp zz5 wz ��>y W W I C L2 Y O p �-rL o�zorc���z> a rp �p:YVQOp 'un }Si�ao �n rzu QWOZ2U?GZt� U Z E R O O yK TZ`;Wul fl �> 4O �'x nzic s'�a g'; JO .W� UJ Jj �^ `•_i Z � C �1 SFU O r W Y 0 PL✓.-O�WIp a�. I-cir ¢is M c7 c x _o r vcn a X < U) � m m 06 W N c7 Z w O O 0 CL INSTALL 147.5' INSTALL 100.0' I 8" PVC S- WEIR Cti J 3F7 6 FVC SEWER @ 1,00% _ _ _. --- X ry Orn U QSCI�+ 616�J > fG Q Q U'U F R UGJ Z <>'J j J 5 6h- W i W .. W ' 7 +N 72 rn f n 41 6U E 7A� E HORIZONTAL 1"=40' VERTICAL: 1"=4' ..356 T. 7 IE�F¢ '352 Nv- �.s 348 -ti` .. ... :+I : JI-;. r;a .:T.',=H. .... : : .. : .. v> .\ .. : .. : ... : :. :. .. :. h .v�` : : :. .:... :. .. : �a� _In,: \� ,r N;/ C= .. : fl`'r�-- LJ :,=�7:" .. : .. : .. :44 344 w S�' G. .h N'. i}y}3}1 !°J'� 111 >Y INV'P7',{��� 340 s cars ... ... _,_ ....'......... —� .....:340 INSTALL K7' 3o ! `r "j, N-,- . INSTAL' 601' 36" - ISIALL L 289:9' 13.. . CL -3 RCP w/li „ STORM DRAIN =? 0:087 `�8 6--3 RCP w/T TOR61 DRAIN � 020% STORM DRAIN @ 0:081 �-�-°� .. _:r„ ..., ,,. .._. - ;._..---- - - ----- ------ -- ..,---- ... — . 9+00 10+00 111-00 12+00 13+00 14+00 15+00 16+00 17-1-00 18+00 SEWER -STORM DRAIN PROFILE o?u� coJ 0 c ¢zuF-.c t �so 26GViOWm -o<e ._pz Rmvi� UO iWr iv i i p W c s U 3 lF-V r)O GRA Y 41'V'W GZUpj rtwi ¢woor a,xwp zz5 wz ��>y W W I C L2 Y O p �-rL o�zorc���z> a rp �p:YVQOp 'un }Si�ao �n rzu QWOZ2U?GZt� U Z E R O O yK TZ`;Wul fl �> 4O �'x nzic s'�a g'; JO .W� UJ Jj �^ `•_i Z � C �1 SFU O r W Y 0 PL✓.-O�WIp a�. I-cir ¢is M c7 c x _o r vcn a X < U) � m m 06 W N c7 Z w O O 0 CL I I i LL i 'It W fG � j J IJ1 W i W .. W w Ci7NS UQ�LN�NOTF a O INSTALL SEWER MANHOLE (D INSTALL SEWER CLEANOUT --- INSTALL SEWER - INSTALL SFORM DRAIN rq) INSTALL STORM DRAIN MANHOLE ALL SEN R LATERALS INSTALL_ TYPE "A" CATCH --BASIN - - --- RIGHT-OF-WAY 3 EXESTING SEWER E - ,T EXISTING STORM DRAIN - EXISTING EDGE Of PAVEMENT SO STORM DRAIN STATION SS SANITARY SEPrER STA"HON ALL PLAN VIEW S ATIONING IS BASED Cit CENTER IAF DATA UNLESS OTHERWISE NOTED ALL SEWER LATER 11.5 ARE 4 UNLESS OTHERWISE NOTED AI_L FEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEW -R MAIN ALL SEVER LATERA.S ARE TO HAVE A MINIMUM SF 2.E' OF COVER AT GUTTER FLOeVLINE AND A, .25 MIN. 7' MAX OF COVER AT THE PROPERTY LINE. IN CUL- Dc SACS ANU KNUCKLES, E,H 015TANC E FEOFA LOT LINES -0 SEWER LATERALS ARE ON CURVE ALONG o.,?EL RIIEII-OF-WAY. w ALL SEN R LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. 340 / �L �, Lo �� 4 I VN 12 13 I ky / I I 111 1 11 11 1 ia�' D, T -40'22 J g y_ j J PROPOSED 20 W7GE LANDSCAPE LOT TO BE DEDICATE() ON RI AI_ MAP. 10DERMTERE STREET 14 (SE PM 12100 SE`f1ER--STORI',°T DRAIN PLANS; PHASE P LI R ) HORIZON TH>"=40` VERTICAL: 1"=4' INSTAL[, 141.7' r�J L9 F (nllfi IF W �lYi-.I T w!(y w n z s :n' z 340 / �L �, Lo �� 4 a : I0 +I �I s m I� . v) < RAINDROP LANE +o 8+00 ) z 10+00 +alu N UI D CM1 'f-. Jl N' C) P C viS+� I VN 12 13 I ky / I I 111 1 11 11 1 ia�' D, T -40'22 J g y_ j J PROPOSED 20 W7GE LANDSCAPE LOT TO BE DEDICATE() ON RI AI_ MAP. 10DERMTERE STREET 14 (SE PM 12100 SE`f1ER--STORI',°T DRAIN PLANS; PHASE P LI R ) HORIZON TH>"=40` VERTICAL: 1"=4' 348, ........ ili.,:...: .-SEE NUB 'A" ABOVE . i 34-0:. j 348 344 ...:...:...:...:340 '9+00 J `EPtI ial�o4a ANS 9+oo ' 10+00 1 ,-1-(.!{) SEWER LINE PROFILE 1`7ti 1040-R ER seI'✓�k_ tsF-r PM I o EET )N Pt r / ` r — i I T T I 1 / r CS . Ln 0 1 -- Lo w U V) LLQ LL' co, La_ PHASE3 HORIZONTAL: 1"=40' (PUBLIC SEWS VERTICAL: 1"F4' NOT A", coral RACTOR HAIL VERIFY 10 -AnoN MIT ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR 10 CONNECTION TO EXIST@G STUB, IF POSITIVE SLOPE DOES NOT EXIST, REPLACE SITJL1 TO MANHOLE. INSTALL 144.6' nI VT Ni 356 s It {-G Lf) DRAWING k'y! FRED W. PORTER.41�1— DATE INSTAL[, 141.7' ...:...:344 I I �9EE NOTE 'A" I+ROVE 1� 8 PVC SEWER CT OJO7 N � w W T s ? 340 / �L �, Lo �� 4 i : I0 +I �I m I� . v) < RAINDROP LANE w 8+00 ) z 10+00 Kl. NAV) SEWER LINE D o C) +. C viS+� 7LL �- P+'l' ++o] ,@Ld_}) uj 356 II I III ,-AP,nfFO11#1,1fx DES10P1 Avx- ... ..... 56 I I I I I At7ovF I _ III 1 DATE 4/21/2017 LAJOB Nc 13-2750H_ SHEET10 — — - i I OF 10 SHEETSI 352:... ...:(.. :... ',...:... .:....... ..:. 352 348, ........ ili.,:...: .-SEE NUB 'A" ABOVE . i 34-0:. j 348 344 ...:...:...:...:340 '9+00 J `EPtI ial�o4a ANS 9+oo ' 10+00 1 ,-1-(.!{) SEWER LINE PROFILE 1`7ti 1040-R ER seI'✓�k_ tsF-r PM I o EET )N Pt r / ` r — i I T T I 1 / r CS . Ln 0 1 -- Lo w U V) LLQ LL' co, La_ PHASE3 HORIZONTAL: 1"=40' (PUBLIC SEWS VERTICAL: 1"F4' NOT A", coral RACTOR HAIL VERIFY 10 -AnoN MIT ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR 10 CONNECTION TO EXIST@G STUB, IF POSITIVE SLOPE DOES NOT EXIST, REPLACE SITJL1 TO MANHOLE. INSTALL 144.6' nI VT Ni 356 s It {-G Lf) DRAWING k'y! FRED W. PORTER.41�1— DATE it 1 It { 'I 1 E � I it IIIb I 1- j / I PRJFOSEG IO' WIDE SFYJERJ ENF EASEMENT TO Bh DEDICA T"cJ I ON rINAI MAP, I li CcA'�,✓� � /`� I I H � I I, I ', III I �__ s CAMPUS PARK DRIVE 7 (SEE F'IM 12100 C�/ SEEWER—STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS "A" AND "B" WILL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). nl..........................356 I /n 352 .. - --- ...: 352 . ., ..... I� I 348:... 348 344:. a .. ....:... ... ...:...:344 I I �9EE NOTE 'A" I+ROVE 1� N � w W T s U 340 / �L �, Lo �� � .... ..... 7 : ', +I m m I� . v) < RAINDROP LANE Z ori 8+00 (SLE SHEET" 6) 10+00 11+00 I -I SEWER LINE PROFILE it 1 It { 'I 1 E � I it IIIb I 1- j / I PRJFOSEG IO' WIDE SFYJERJ ENF EASEMENT TO Bh DEDICA T"cJ I ON rINAI MAP, I li CcA'�,✓� � /`� I I H � I I, I ', III I �__ s CAMPUS PARK DRIVE 7 (SEE F'IM 12100 C�/ SEEWER—STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS "A" AND "B" WILL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). nl..........................356 I /n 352 .. - --- ...: 352 . ., ..... I� I 348:... 348 344:. a .. ....:... ... ...:...:344 I I �9EE NOTE 'A" I+ROVE 1� fcom uJ o 2 U 340 / �L �, Lo �� � .... ..... 340 �t Ir, T ', ✓\: m m I� . �. TM 8"PER Z ori 8+00 ()WEER 9+00 10+00 11+00 rw° SEWER LINE PROFILE o C) orf C 0 PHASE ,ASE 's FIORIZONTAL: 1"=40' (PRIVATE R) VERTICAL: 1"=4' INSTALL 136.8' ala z� z� I z z L oIH�1 ± Y a i w +IV3 n n n V). u. 356 ri.,.. ..... 356 - : APPNO%I/AATE OfSIGN 6240£- -• r I .. .: _ AB04E SEW£ -R A4AIN.. _ F t 352: ... : 352 348 U1: ..:...: 343 Iy . I I 344: SEE r OTE A AB9'OE „ 344 I r I -- X B s"rvEr>. ti ,T r 340: . Y, \411... 340 10+00 11+00 12+00 � l y SEWER LINE PROFILE l... 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