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HomeMy WebLinkAbout5.2-12100 Ph 5 & 6 Record DrawingRECORD DRAWING mew s� e III I -Y BY, 'FRED W. PORTER, RCE 33448EXP. _ _DATE �\ -� iBtora� APPFaov�o sv: r3E 1 d , i / a5 r a r 3 i:i xJ. :POn'F(EI o, i•i 33448 DA'."E i j5AWIfI F AtJI! Ly, i.G E, N0. 67093 ......iDATE I �REa151r�,�1s A�1��ov�r�:.. KC9 /33448 G/: leo: lr) " 7 MAIZIAM F'. S3IAlnl PATE \\ rfc 321-78 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR; 1{ APPROVED BY: I►�I/�141 AT MATERIALS—LIST wa ESTIMATED QUANTITIES FOR PLAN C.B. CHECK AND INSPECTION FEE CALCULATIONS FUTURE NOT TO BE USED FOR BIDDING PURPOSES. STORM DRAIN SHEEP INDEX NUMBER 48' R.C.P. STORM DRAIN 113 L.F. 42' R.C.P.STORM DRAIN 571 L.F, 36" R.C.P. STORM DRAIN 290 L.F. 30" R.C.P. STORM DRAIN 1,010 L.F_ 94" R C.P. STORM DRAIN 2,434 L.F. 18" R.C.P. STORM DRAIN 5,382 L.F. TYPE A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES 35 EA. STORM DRAIN JUNCTION BOXES 13 EA. ADJUST MANHOLES TO FINISH GRADE 48 EA. OUTLET STRUCTURE 3 EA. 6' CHAINLINK FENCE WITH CURB AND SLATS 1,247 L.F. 12' WIDE DOUBLE CHAIN LINK CATE 3 EA. 6' HIGH BLOCK WALL 1,144 L.F. SEWER ALL LENGTHS PRIOR TO BIDDING THIS PROJECT ^es, 12" P.V.C.SEWER MAIN 1,1I0 L.F. 8" P.V.C.SEWER MAIN 7,656 L.F. 6" P V.0 SEWER MAIN 190 L.F. 4" P.V.C. SEWER LATERALS 3,030 L.F. 1 STANDARD SEWER MANHOLES 18 EA. DEEP SEATER MANHOLES 15 EA. SEWER CLEANOUT 1 FA ADJUST MANHOLES TO FINISH GRADE 33 EA ADJUST CLEANOUTS TO FINISH CRADE 1 EA. OF BAKERSFIELD DATE NICOL AS FIDLER C 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION a 354.13 BASIS OF BEARINGS: THE BEADING OF N 00°57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION OF SECTION '13, TOWNSHIP 30 SOU fH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. LEGEND cx:) SHEEP INDEX NUMBER Q SS#12 SEWER MANHOLE W/NUMBER I 1 /lI TR -6223 1-T- TR ✓9lb9 'G ,o Lo� r m r TOOKOALE jJ U U L� Z �S J L IBJ HIGH I SCHOOL ___=J --L wilt - STORM DRAIN JUNCTION BOX W/NUMBER TEMP. SD; , ( -- it CATCH BASIN W/NUMBER SUMP D2(I I I PROPOSED SEWER. MAIN OR STORM DRAIN LOT 7 PM No. ; Ig Ila LLA No. � 92-0351 11861 i TMH- TOP OF MANHOLE ELEVATION v la n IIs LOT 1 LOT 2 r ��, v ¢ & I LLA Na 12-0133 11 LIA No. 13-0176 , "POLYVINYL CHLORIDE ' LOT 1 = APPROXIMATE LENGTHS, CONTRACTOR SHALL I I PROJECT `� �113"0176 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT ^es, IzL �+ MUIRLANOS SITE ��F^n N, 1\ F'�- RUBBER GASKET JOINT LOT 3 ____ -^� LLA No. 13-0176 � � 5 la! ~ � mA 1E 1 " LOT 2 � � 3' LLA No. 12-0133 / ` �QaN n � a+ TR118 C-8 1 STANDARD NOTEC 1, SUkAP DETAILS A ILII OT 2 1 I No. 13-0179 \tU lal ;vJ RAOF PA' \ PARCELRCEL PS 8 �i TR -5135 '' OF P.M.W. W-1182 \ 51,11, I I �w VIPM 11836 i6r� I I / LOT NaL LLA . [TR -5186 "1' �I I I9 io YIPM 11838 12`=0i D31' I Iz I _ _@GS J I ---------------- --- ---- — -- WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE KEY MAP LEGEND cx:) SHEEP INDEX NUMBER Q SS#12 SEWER MANHOLE W/NUMBER I 1 © CO#12 SEWER CLEANOUT W/NUMBER ss#1s - O SD#12 STORM DRAIN MANHOLE W/NUMBER �I ' s U _ QD J8#12 STORM DRAIN JUNCTION BOX W/NUMBER TEMP. SD; _ ,B,CB#12 CATCH BASIN W/NUMBER SUMP D2(I --------- PROPOSED SEWER. MAIN OR STORM DRAIN . EXISTING SEWER MAIN OR STORM DRAIN LEGEND TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELFVATI ON (E, S, N, W)- (EAST, SOUTH, NORTH, WEST) P.V.C. "POLYVINYL CHLORIDE ' = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY 3 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT RO.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CA TCH-BASW SHEET INDEX - _v-_ 0 TITLE SHEET iA� ISI <, i Laa STANDARD NOTEC 1, SUkAP DETAILS SD#19 I WHITE LANE ------------- I I I r 1 I I I I I 1 I i I I i I I I I I I I I I I 1 1 I I 1 I 1 1 I q #1 .rs1 III11 ___1_ i TENTATIVE 1 I a __ _ TRACT 724 I i I I I = -T- - SS#2 i TENTATIVE TRACT 7254 II 1� �1�1e I ' 1�1a1 SSI12J / c� SS#23 _ VINE ss#ia i 55#3 I I _S #20 I CB#� SD#4- I \J jI I I FUTUURE PARK SITE I 117 \ y \/> ;�\,. ,TENTATIVE -TPArT 99Ar' 1 � FUTURE COMMUNITY �\ cB#s CENTER '7il� v �/ W /ja 'TENTATIVE %TRACT 7247% SS#27 U WINDERMERE STREET J I %' na SS#3t / \�k/ STATION 95+00 106+00 C13 12 q`... 6#13 0? CCK � WiNDERMERE STREET f STATION i6+OD 95+00 CB#i4. CAPAPUS PARK DRIVE "'; A" �. ,✓--I S I �,,�/ / T,�a�� / / ���/ >\ �:a'� sspt. o STATION 152+00 157+00 ssp3D OS CAMPUS PARK DRIVE % /�`� // / `"� �' // �\ 'D## STATION 157+00 _ 171 +00 d#& , \ 1 r-•- ..- .s-..'�,- -w..�' \ /"T�°�.e.\/ / TENTATIVE /��`�sD#I U 02 WINDERMERE STREET _ _- — ��� ; /TRACT,/721 asDy, STATION 75+00 — g6+00 CO PARK QUARE RIVE STATION 4+50 — 18+45 /-- `�- ..-EN .. TEMP. / �z ST ON 46+50 60+63) SUMP nL .+5 OO GOLLINGWOOD DRIVE ilwl� !I / �1��'0 / /���i°�iis�\\�� ,✓� PASEO PARK w o / t / e } ✓, M LIVERPOOL WAY ii Nlwii / T `R' `�� ✓�v ` / �i,' //� ALLSTON WAY / /� ✓ / RENT ' w w \~� I / �_ �/,�" ✓'t it`�� TRACT 11 CELESTIAL COURT .. I ,......,� / / �iQ�-�__ t%✓v ~~`.,� M "OFF—SITE" LODEN DRIVE unummuU o SERMCE ALERT TEMP. SUMN B DETAIL OF SOUTHERN CALIFORNIA 13 JUBILEE LANE I 4w`�t KEPONE h0 94'. / � \1.1 WOODLAWN WAY HELENA WAY 14 BOTANICAL DRIVE 9� VINERY WAY C1:5) MAGENTA DRIVE SHADY VALLEY PLACE DIAL TOIL FREE 1-800-227-2600 _ - AT LEAST TWO DAYS BEFORE YOU DIG KEY M A P_ N SCALE 1 =200' - (I PP :'.o. c o o B wowz wz�� ,nmF o"F u¢ZUI"-ZKw o ,•YWJ{. _ aJ l nl O It O Z V).di U z ry«: ZWw[CUOG=U'L. E OL A Lu Qapir COO o zzwtt�o oo rx lb z in. ill W. m ' y\ C LID oz> y 1 - i 0¢ 6`;w � ! 1 (Irlill Lr a..i �u F.zW'dop OJI F Z W I y 1 z - :r o" N w> U „ w -."e.- ._"_- q it d c°Ipn w.i w.om _- B#20 �I SD#24 r �i 100/ `C821 I I � oaicoi z ' J r I I T tl Vol�r UA W 1 1 46---i-,-- `,--J--- ,' FUTURE z n z z COMMERCIAL I! 1, I w z.(n n # II ^I b�"Qviz� D s° 25 t w v1 W 6 h SD#26 w - - S IS ILI \ D#27 i 3 Lit aw,��zn ��ctI gg U�fl0U ¢.�`'I 0 wl� r z. w d O = FF-- \\ � z I I z � n.�Zzrnm SS#tai ,n n r , wT- RY _✓' G4 �1 I� i s LL. 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O W v�IQCOa..> C r W : CCB#19 DL #13 ° �rFJ N4 / / & SUMP I,! ,� 7 cs i6, 13" / # D 21 I i JB 20 s so#3313 I PG&E Bq FF C i 1 -sD#s2 SUB -STATION -t LIJ c13#15i /\,-r/_LENTATIVE , TRACT 7248 1 5D#30 s0#29 1 cBNzs C8#2 ` > I i i. � 4,\� 4f -SS 36 'C6 11 I >= j s°#ze ` i i i r�,�; CB#27 U II it tP' 1CL 4 FI Lu i 1 � S �7 3' T --r '--`- _' i� 11 I i 1 ry } '9w z • 9 1 i T 1 Ili iI it C3 -� I. ss LL 0.W ue M, 1 co v /1 / T� x 1 LANE LJLJ lit mil r K7 i li `r 7 ATIVE� i�I j w 7288 /.``/ tL BAKERSFIELD / / \ /✓ \ MEMORY CARE FUTURE w <1 T".��,• ��~�/ //lz �- SUMP A // < C c�� DATE ; 12/11/2014 1: i A JOB No. _13 2750HJ LY e SHFEfi E / �J2 HOFFMANN / HOSPICE IGOB RECORDS No,, OF 16 SHEETF' II , FUTURE C,B� \ � B _ d.htX Ifiz l € o)(I I I I I I SD�3J S-1 ✓r r J - — _ I 1 9 I I T r i I n, ! rl claUtPll A TENTATIVE ylyr� TRACT 7254 ,til 1 O I 1 y AV y 1 SEE n!or£ 04 SNEET12. LOOgJ NOTE: AT THE TIME OE THIS REVISION, ALL SEWER AND STORM DRAIN PIPES (IN ALL. PHASES) HAVE 8CCN INSTALLED, BUT NEITHER TESTED ED NOR ACCEPTED BY Ti�� CITY. THIS PHASING OF CONSTRUCTION IS INTENDED TO DESIGNATE THE COMPt_ETION OF MANHOLES, CATCH—BASINS) AND THE TESTING OF PIPELINES NEEDED FOR THE NOTICE OF COMPLETION FOR EACH PARTICULAR PHASE AND !"HEIR. RELATED 1RACT(S). RECORD DRAWING f�U.n%E 4 �asa� FY: FRED W. PORTER, RCE 3344$ EXE? DATE g �8 p RECORD DRAWING RE -'(;ORD DRAWING (it s 2(3 d- &rJL—/ Y= FRED W. PORTER, ?SCE 33448 EXP. DATE 0Y� FRED W. POS t �P, RCE � �Bi+i�i UKP. DATE I I � I� IIT.. � I•; �. I. _..... ---------_----- .,- _, --- ----_ I I I I i I A I t I I I I I (1 _ 6..J __� 2C I I L I I I 1 i I rr VIE 1TRACT Kvxii O>mvi� I I 7246 �Ct7 lA4 � 1 t I Gw��UO�-JVK f'G.Q I I E. WVY2g J L -_ (9 0 i- -aoo4 2' I I T AT- \V AL k20'. r 01 l f i '<D/24 � JE-..✓�' P� �� �.:-rJINER A JA )#3 IUB I*.. _..,m'`..�' `� % vv 1 %, 'l^ TENTATIVE :obi 2 sir; ^�rAt TRACT 7246 (TEMP. 7 oDr - vg`s„ \� E� ,v �v t SUMP\°� Q�0`3� FUTURE COMMUNITY ' vSRP sye CENTER 7,7 FUTURE PARK SITE'1 6�v! X, % 0L22 r5, Q ✓ dE c' FUTURE COMMERCIAL � A vlc �VS�'f 2 'o" K(� I j, `�fi C ry, PA5E0 JG}'' 2 / n�o �' o t T` aP vrl Iv r ! it r I I n \T tNala.rrP it i'}i , d � t� j$UMPI \ i 1V •.�� ...LJ -(1,4I 1 r d 1 A d c i .v : TENTA,IVE`�.: 7 ,... ,. sv / r7247,3' I ,RACY I �r r I v y / 'C[?!; .�'2-V/ /5�' C , \`\� /./��`j\.z `'e\Qa f,\�.< T"L ..K ,<TcN TATIVE;L10 a2 CE %/� �yi /�, 7(j 5� TRACT /248 j D152 I{ -Irl 06 6RI�� Sn � ✓/% FS ZV/r 'I' y' -.'. y'r!n/�b � FULLER APARTMENTS PG&E SUB—STATION 01& rl ' r/ / / / l J' >//��;�:S`/.T1�/�/s y ./ /� j� T/om`•/'z /,","^��.~==r:` �'E/ �,,,< / C`LyTENTATIVE L 3\ 6a -F'. .-. _TRACT 7288/x a�a _ TEMP. HasF-- ))) SUMP A TEN TATIVE %�/ �, TRACT 72;31` '288 / Al e 110ERCROU00 SERMGE ALERT OF SOUTHERN CALIFORNIA r ..� BAKERSFIELp 1, �EMEMORY CARE_ s� o ° !. /' //���w ",'•(// ,/� /Y2\X%(�-/�J' SUTURA my� � r �V / �• AEf / DML fOLL FREE. 1-800-221-2500 T AT LEASF TV0 DAYS BEFORE YOU DIP KEY q N E OSPICEN SCALE. V=200' O V oq'rw Oti UO WOrp (1 f!ORI- wy¢ 6..J � �LUF ZK WSU OJ d1J Kvxii O>mvi� �Ct7 Gw��UO�-JVK f'G.Q uj E. WVY2g J L -_ (9 0 -aoo4 2' `za3cJzzhyh 0 Q cJ u. z zzanz`p 9'¢ �n NJ nwQo:Fw�rno < m N �,�{ �o5.a2�ozoq' `^6J N 6 �woc�raod� C7 iV uj c7 Lu III I I� zoa �p oziLL � N C9 Y /yI 2 rL 4 WpO W y 2,�- VWVJ S_p a#� chi .�s- yU�h CL _ O f (J OSl�2g26gOn � 1 Ghso x�e cW III � adog h.Om� I lli 11 ¢w0 IL ¢ 2� i I'I I Om�.e iG^ zi¢W i w� it I�r- Ix-�oa2Oava< 1 o `J a� z? ' II 0w¢� o��Z i xJ Zw Z``r,W U�1�WU~(nF F- it Uj 0% zL,;l fY�ZWU d tY.v,OJ j jU m¢¢Or UUKz •__ WF tZ<<-) s _i .. t 41 [aU ZImI_ � �r LLi 4Z�WZJU � jX �X wm �-L~ jEL z / W Om? 00V! Ibu "ala �rO W W (aHW I� IO 7 zV-3: Z< Wo ; V) bo W f a 0<2orn Ed b� A mzoou�a ? �4 1 LJO %->IrIN� LLJ ¢ q V Q< O 1i1 �aJ t — li zorl-pct qrr/�3?J jl �u}U?ZC9 QiA- 30 G CKN P� U �` wY WS�Cr_0 W' _— Ll� O �F�Vf�F-OOUIY ty� i 1 a rr ri I I I I � �. s 1 I i 0. I Ico co i I v w `t• �- of I t" --I j S Lu � eye 1 n N G v C) v o ¢ Z �zm � Q , o o w2ol 4 `v a <1 d I D E 12191/2014 w PA ZE, No. 13-2750H SHEE1A N / I SHEETS GEN RAL NOTES 1. AI_L CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE Cl LY RIGHT -OF --WAY OR CITY EASEMENTS SHAL[_ 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 ]HE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURFFY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WI -THIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 32.6-3049. 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 ENGINFER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICAIION 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 CONFLICI 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 SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN l"HE. CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE 0 IBLE CHP.RGE. 12. THE CONTRACFOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLEFE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION 0 &DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION- AND THE SAFETY OF ALL PERSONS PE". AND PROPERTY THAT THIS I �, REQUIREMENT SHALL APPY .,OHF INUOUSLY 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 CONTRACFOR 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 REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO 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. NORMAL STAKING AND .MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE, ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. 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 'I 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 SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELAS"FOMERIC CASKET 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 11 EMBEDMENT MATERIALS WILL BE 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 EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALL.F.D AT PROPER FY 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' ARID A MAXIMUM OF 45• ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN, WYE FITTINGS ONLY SHALL BE USED FOR VCR ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET RFYOND THE PROPERTY LINE ARID SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. B. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Cl FY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H ARID 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 INSPECTION. 11, ANY WORK CONNECTING TO EXITING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS,PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). COB SEWER SPECIFICATIONS (ICON'TI 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', iN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED, THE VIDEO INSPECTIONS SHALL BE WITNESSED BY 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 STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 13, A STAMPED "S" SHALL BE PLACED INTO CURB FACE OVER EACH PROPOSED SEWER LATERAL. COB 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 PIPING BECOME DAMAGED DUE TO WATER 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 WATERJETTING SHALL NOT BE USED FOR BACKFILI! COMPACTION. 6. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE C PIPE ZONE CLASS ! BACKFILL IS NOT REQUIRED ,F PIPE SLOPE EXCEEDS l/. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY S SIBILITY OF THE DEVELOPER. THE NUMBER E 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. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL_ OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES CURVE RADIUS LENGTH 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 3'52'26" (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS 25.00' OTHERWISE NOTED) - 4-.39' CITY STD. No. DESCRIPTION 73.36' CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS 0 SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS Z SW -4 MANHOLE, TYPE "A" o��O1S�/J321:� SN�� D-9 PIPE SADDLE DETAIL SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT yG�/ 6,L® D-11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES El SW -8 INDUSTRIAL SAND TRAP D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A' ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ® D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ® D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ 0-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE o (10/22/13) 9aS / QD I / S CURVED PIPE NOTE. CONTRACTOR SHALL_ DEFLECT JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE SPECIFICATIONS AND CURVE RADIUS/JOINT DEFLECTION SHALL BE APPROVED BY CITY ENGINEER. CAMPUS PARK DRIVE SEE SHEET 5 i INSTALL 14' WIDE .DOUBLE / GATE PER C.O.B. STD. �-.- - - - DWG. D-13 N63°1604"W 1490 50F 0 0 110.0' ;n z 341.04 N 30" I 64.0' � mo HIGH WATER LINE I Az I x I Z I o I o c z I I � I I n Urn I U ��- P 21 2-1 rn I c p ri N I m I I loo o 0 o� MAXI I � I 12.0' II I I x I I I 71.7' I SIN y __ x J - ----- \ I F ry - u2 %-�F �'c---' N63°16'04"W 149.00' Q PORARY SUMP A DETAIL "N1\ SUMP BOTTOM =340.60 1\ SUMP HIGH WATER = 348.60 NNN VOLUME REQUIRED = 2.12 AC -FT SCALE: 1"=30 VOLUME PROVIDED = 2.31 AC -FT 0 7.5 15 30 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 530.00' 35.83' 3'52'26" 17.92' C2 25.00' 8.69' 19'55'11" 4-.39' C3 92.00' 73.36' 45'47'16" 38.76' REVISIONS APPROVED BY: DANIELPADi�LU�, H C.B'. NO.670178 ��..- CDATE S h 6• W 21,21' 55.2 3g, / � X5.2 fG 25•,. / 2 \ t9 6 )/ q, / 99, ^ \ 5 "J G F bg \ c0 7 6' S `7 2 O LOT 12 LOT 11 I 1 i LOT 1 I I I I 1 I I �R III I LLqlj J 1 y na 3 12.0' ^Y Y p---- I � I I \ m it I AX Oz 2 _12: 1 ' \ti ') \ l I �Im w Qg w w b I 3 N INEER b iti p to C M � , a M o p w U p c� o��O1S�/J321:� SN�� N m HIGH WATER LINE �n - col CONSTRUCT CUTLET nl STRUCTURE PER C.O.B. ,f STD. DWG. 11-11 N I I I /2.0, I ------------- 12.4' ----------- 12.4' N S88 '02'19"F- 166. V SUMP D DETAIL SUMP BOTTOM =34-1.90 SUMP HIGH WATER = 349.90 VOLUME REQUIRED = 8.06 AC -FT VOLUME PROVIDED = 8.16 AC -FT �a wjzz.F oo wao'oow y y W V N Q zz ttnwzv�m_ asT.azwoco wo�Qa�aWozo. -a�avwi LL'9 pzp laza l=ww�¢ zw Qpmm Q¢Uw wV wp O:w mp�zz <.0 zW. z=owo oa��. �N-WT-�zQ O <o -Z �wo�w�ywo >Ko�z>ym mowzB?o¢ z w wffi''wp� �1io¢ 11n11po c¢ I I P LLqlj `Sl y na I ^Y I I LLqlj I _J a a N \ W C w m W z AX Oz 2 N ' \ti ') \ l OW w Qg w w 1 INEER b iti p to C M � , a M o p w U p c� o��O1S�/J321:� SN�� J J z ao9 M yG�/ 6,L® o U) ��II zo LA.J en vi I � 5 oW Lill z s DATE 12/11/2014 ' PA JOB No. 13-2750H. SHEET 2 r ,.OF 15 -.-SHEETS W 1 zl I Y. o 9aS � QD I I N o \� O 1 aK w, I LAI 3 S' 0 yhM1 , 1i1 L d tib ui : co o -N- e 1 0 ,'NIl E i SCALE. 1"-40 s 0 W 0 10 20 40 LLqlj a a \ W C w m W z Oz 2 0 'w w .. 11 \ti ') \ l OW w Qg w w INEER b iti p to C M � , a M o p w U p c� o��O1S�/J321:� SN�� J J z ao9 yG�/ 6,L® o U) ��II zo LA.J en vi N a 5 Lill DATE 12/11/2014 ' PA JOB No. 13-2750H. SHEET 2 r ,.OF 15 -.-SHEETS R (5) INSTALL SEWER M (9. INSTALL SEWER C - INSTALL SEWER --— INSTALL STORM D O INSTALL STORM D FD INSTALL STORM D �., INSTALL TYPE "A' LL -- - - — RIGHT-OF-WAY . ...335 EX S— EXISTING SEWER PX SD EXISTING STORM I ��'--- EXISTING EDGE Of 355 ............... 350. ..... 345: ... 340 ............... 335: ... : ... :_:. 330 :... :...... .:: 325 ....:.......:. 94+00 95+00 96+00 97+00 96+00 99+00 100+00 1U1+UU SEWER—STORM DRAIN PROFILE oLL won mom CENT z�wz w�LL� .44� mnz °'jw¢Fo F LL O a¢z�rz KwO syrzmo�mw �oakooJ» wniw mNgz �Q s x �C¢oNpON� zz xa000 �oa�¢K�ri Zazm.3.LL�ozr zzoauozo3 oWz�o�z�� xgoWrw z a�xozw000 tz-¢ mF oo5Q� � o a o m�oz KpRp+U-U ¢yy l-gw Fh ZC] �owwnowp� 0tiz��w>o�, �= o xpozz �ipw� w¢o i-zwj�zyw U 2�w�jwp Ow U� K YO LL W Z i Z Q.2U 2�ZI-x>.� p0LL ¢wO�wwxw0 W2'rpW Wrn�� OWZ�-p> VOwZcrnY rr�nf �OK6 CURVE`TABLE CURVE RADIUS LENGTH DELTA TAN Cl 2345A0' 284.53' 085707' 742 TUZtUV IUJt VV IV-_VVV �v,I I- .355 .350 :345 x �a eP 340 sr�r N Lu LL �E w a- =J> 4 � ww's m N W LU wt�� J LL a o s z . ...335 W N �I N W J z . ...335 W 4 �q 0 p og i 330 v' a j 12/11/2014 DPATE A JOB No 13-2750H SHEET �.OE 15 SHEETS c" u !i E ... .. .325 .. 106+00 107+00 N N �I N W J J W 4 og i 12/11/2014 DPATE A JOB No 13-2750H SHEET �.OE 15 SHEETS OO INSTALL SEWER MANHOLE SD STORM DRAIN STATION OG INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION 2345.00 INSTALL SEWER 142 44'::. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ------- INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 0 INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. 10 INSTALL STORM DRAIN. JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER g INSTALL TYPE "A" .CATCH-BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. - - - - RIGHT-OF-WAY M IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LOpEN LL 7No LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S EXISTING SEWER N+ - EX '-17 EXISTING STORM DRAIN I- 'T' EXISTING EDGE OF PAVEMENT P� T".... REVISIONS A"('ROVEO By .? IL,LA R.C.E. NO btDUO ._..., OMMITED ✓ STORM DRAIN SECTION dz :to M1N m a M. M. - " 7 �U o DELTA r.. N.T.S. ,rm /Ai STORM DRAIN SECTION 652'47" N. 1.5. 2345.00 .284,53' 06'57'07" 142 44'::. 233100 -000.00' 9'4955" N O O O o zp 2331.00' 369,51' 9i0457" VW. Z 6U +iN 05 S 32b0" 7 y$� g S� 54953' 4- M O E 1RPG�P PNS M 0 LOpEN LL 7No !I z 4 SEE DR �VE d N+ mw p U 0 6 o� ! SHEET * oGQ o JD + i` I J a, g P� T".... �Q�oo W + + I/V✓ p y.� .NiM 3 vu+ SII 1 I y 1- M ,nom N � o W 51 Oow F -U N W N M +Oli 1 I O\ Z zlw O O w0 ONi� Q N J 3 s g fl CNS I WO F L M Q \ i Wit\ c� �L5\ Ar y�2 CA \ iRPG�P PN5 lg� INSTALL 400.0' 8" PVC SEWER ® 0.35% INSTALL 103.1' VC SEWER 0 1.00% s G��•IlyM1LLL11 w[�,-i. IVEyI��q-REET Lo w yg � 25 REVISIONS APPROVED: z FRED W. PORTER DATE w ROE 33448 N MARIAN P. SHAW DATE ROE 32178 a 342.66 \-CONSTRUCT 80.5± L.F. 18" E RADIUS CL -3 RCP w/RGJ DELTA STORM DRAIN 0 0.11% /Ai STORM DRAIN SECTION 652'47" N. 1.5. 2345.00 .284,53' 06'57'07" 142 44'::. 233100 -000.00' 9'4955" N O O O 8'08'59" zp 2331.00' 369,51' 9i0457" VW. Z 6U +iN W 32b0" �U g S� 54953' N M O W CONSTRUCT 32. CL -3 STORM DRF STORM DRAIN SECTION N N.T.S. FUTURE PARK SITE (BY SEPARATE PLANS) C 87+76.94 as 89 _ - Q I I I I N I A, m N CONSTRUCT 38.42 L.F. CL -3 RCP w/ STORM DRAIN 0 0.. E CONSTRUCT 15.7± LF. CL -3 RCP w� STORM DRAW 0 0. t L.F. 18" 0.11% CURVE TABLE INV N -E E RADIUS LENGTH DELTA TANGENT 2364.00' 283.85' 652'47" 14210' 2345.00 .284,53' 06'57'07" 142 44'::. 233100 -000.00' 9'4955" 20049 -i331.00' 331.56' 8'08'59" 166.06' 2331.00' 369,51' 9i0457" 185.14' 2331.00' 103.07' 32b0" 5154' 2364.00' 240.60' 54953' 120.40' 18" INV N -E -W=/ T --CONSTRUCT 43.7± LE. 18" m 346.48 f7 Z @ QW m N CL -3 RCP w/RGJ 13f3 (O .N M W W N LL o ® N 8" SWR INV- STORM DRAIN 0 0.23% 337.02 r a D LLI STORM DRAIN SECTION 0 IL IL w zJ ry N.T.S. z W WILE W M 0 LOpEN LL !I z 4 SEE DR �VE d ooJJ O mw p U 0 6 o� ! SHEET * oGQ o JD + i` I J a, g P� T".... �Q�oo W + + I/V✓ WWW y.� .NiM 3 vu+ SII 1 I y 1- M ,nom N � o W 51 Oow F -U N W N M +Oli 1 I O\ Z zlw O O w0 ONi� Q N J 3 s g fl CNS I WO F L M Q N m W I U NSU of z O} o^w v w m� ++ I Un'L :r o---r-�--f1 FUTURE TRACT 7245 I � I (BY SEPARATE PLANS) 1 INSTALL PVC SEW DATE INSTALL 3 8" PVC SEWER C9 Z Ilj z O ® M z Lu z N ¢O m CU) a/ X ) ag n W f7 Z @ QW m N ����(( W Z 0 0 13f3 (O .N M W W N LL o ® N - 1 LODEN'I'- SEE SHEET DRIVE' HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL i PVC SEWER Oar�o oy ��ai owa Vwi tONNFWTaFO. azQp Fzitw�o waiiazw w�a W S O W S W U Q z IF-U�v��p�WZ F,no�-po ll Q> Z Z U "000.10120 Q W o LL 3 o z U T w p jNU6WU 2 2 2 ¢w. d Z N.O � 2 pWoom4o-.o4 W w�wO-L�"Io oiQo���zZLL a��ozwaoom z=a wF ao�as ozoQ o zoawp1oz> Q 'LUQ(nLLw.Z� ZpwwW Ow�¢$ �aza�w>U412 O S GV O Z 2� CQJrUW �a UQOW F Z WW ?i F Z y N U W Z O F W w O W nMy�FUwwoo aoi�Oaof iwv w~azaaDo OWWwNw Om ��W O2V>-\VIm QN Om pwzJ�z¢m ww�owz mr�n _KxO�nw U ��oaroorc�dg 4 A G� C2 Z fV �u !!Q 0 �w N p O OO ON 3 vrnl� INSTALL 284.5' 12" PVC SEWER 0 C CONSTRUCT 15.7± L.F. 18"1 CL -3 RCP w/RGJ STORM DRAIN 0 0.19% 18" INV E -W= 342.57 Ilan II I -w IIf-SII r� I�� •dd':�0O 3ZQ! vpKV -I,NA' WCV W _7JI(yy HJ I�2I'O2' �WJO . vMJII�JCNL I�WJ �_KOmI=N SO OA ,VZON O W -6O Ow �QC!IZd1O-" ZZ�JO ON Z OZ OZ Z �Il rKFU-I �O S-OII 'IFfNZ-< yOmOO � OZ k hNJIIj.Il-n IQ O Q OIU v U U O z �O 0 io QMSJO_Z 4 Ts 'q' ted' O4 U of N N vN N OIO N\D K hn, O� d' ,O O- Q_W V ®� m p v� mN Ll aN S M1N O\ L aNw O �� O OTS �YW�d\I� 3 oJ0 O cWM1 N NN W �t0 M �q W w+ M Ni- IW/1 ++ N +4 0 �+ N W tp M+ W O+ h} + + O\ UI +N M MM +a O++ V) +Mj+M VI +M -I'N �� N �� qW Wm MOI Q, 6, d g°i UI wM [ clO N OI u N sx �.� --- 5 APPRISABOVE- 355 . . ... . .. .M1£NM -- C --- SERFOh ----------------------------------_ ----- ---- /,A, 0 ^ _ - --_'-- --___-- _ �'----------- : :�.-- x ------------- -- ... .. ...... �... �... ... 50 350 3 v -V.E-. 18" INV S= 347.56 - 3448 18" INV �S 347. 5 '18" INV.W 8„, INV N -E -W=. 1 . 34653 �- 345 .r 7.3� . 34�Y7 - 46.48"H 3 - 38-4 � , 345 .3 - 18" INV N. SW I _ - 18' INV 5 -E -N= 346. 2 r 34b.31 . 18 INV E N/= . 8" INV'E W= .18 INV N E W= fi 340. 342. : .342 9T4,. .342.69. : 342.80 `12 . ~ - - - 340 '�'--:`���Y\/�^✓�- ' INSTALL "DROP CONNECTION PER C:013. STD. DWG. SW -4 c 8" INV E= 'f 1) 3372.5 F 1 _ - g� ,sg, N� 335 335 ... 12• INV N a 33461 /¢ - .I. Pp�.p.q�y� 0.yj . - RECORD DRAWING. - � 1 330:...:.. 6 F7JA �2��.a f�N9e.�. I 330 . ..... .:...: ..: .... ...- ). INSTALL iza.z' 1a' 7 .� /!/.rf /.� . P INSTALL 8 x 5 152.3 4 IS" ' ' INSTALL 77A '18"' L w�rri INSTALL 89.4 INSTALL 283.9' i8" INSTALL 240.6' 18" CL -3 HCP w/RGJ CLOT RCP ALE O E DRAIN W O N% INSTALL 94.1' 18" INSTALL HCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN ®0.11% $TORN DRAtN 9a I% (NOTE NOT TO SCALE UUE'TO DIFFERENT STATIONING) CL -3 RCP w/RGJ ° hORT Ry RCE 33 448 EX ' T _ _ - CP w/RGJ Sl� CL -3 w/RGJ STORM DRAIN 0.11% . . . . . .. . . . . . . . . . �.. . . . . . . . STORM. DRAIN. 0 0.12% . . . . . . . . . . - CL 3' R -0 11% RDRAIN ORM DRAIN - ST G 00129 325 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 ; gPW07P-CTf1RAA nRAIN PRnFI1 F U z O ® M QI N cliM o Lu z N > U m CU) a/ X ) ag n W f7 Z @ QW m N ����(( W Z 0 0 13f3 (O .N M W W N LL o ® N - 1 r a D LLI 0 IL IL w zJ m Gam• z W WILE W 0 W LL U- U- 4 O d VI d M N M ] U W i _ p U 0 6 o� s�P o��3'S103a * z 0 + i` Lo Lin P� T".... �Q�oo W + + 0 cq00 WWW > W 0LLJ vu+ SII c/) y ® IC>� Z .a` LCL Fill Q C W W WA U ��e P U) ) s g fl CNS 3 0 o W COON W� � W o azm w 7 (Sjip W>� J � ssl rc o 4 � 4 w O owl NON s~m O b � w o= a coil < a � N DATI 12!11/2014 PA JOS No. 13-2750H SHEET 4R, SHEETS CONSTRUCTION NOTES _ J DELTA NN �I N 283.85 '6'62'-07° 14210 L-2 z m O C3 Z U? z ^ m 6 J W O m I I pid SD INSTALL SEWER MANHOLE SD STORM DRAIN STATION n M z n n ��o y VJ ® ::)^z cL p o Q U VO /� z (D INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION xJoa�c�a Z `pr SwF N�zm ro K 19' 14 LU ai INSTALL SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U zo �~ zo -- INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. O�atvfc�Fiz ® fn OD INSTALL STORM DRAIN MANHOLE OyJN Q LL NyWWNU¢ZUU =oo�ozo3� (9 � ALL SEWER LATERAL STATIONING IS Al POINT OF CONNECTION WITH SEINER MAIN. P/99 P/� v)Z ry SHEET 51 OF 15 SHEETS o z md'WI- o < INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER AT GUTTER a�iozw�oom UJ '6D �a INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. 18" INv= 34x'11 js" INv= Wyq -CONSTRUCT L.F. 18" CL -3 RCP w/RGJ RGJ - - - - RIGHT-OF-WAY <w gOoxoo�� IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER 'Z V1 346.0 7 STORM DRAIN 0 0.64% z Welf _m � LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. LLiow�zw¢o -- E2 S --- EXISTING SEWER 18" INV 5= O N ia" lNv N= EX SD-- EXISTING STORM DRAIN 346.12 z�ol'i�o IZ 346.12 az�rx- consrRu L.F. �?Wraz20o'�. -/' EXISTING EDGE OF PAVEMENT RCPw/RGJ CL- o��ttw�=Wam t.AEViSIONS APPROVEC EUTURRTRACT 7245 (BY SEPARATE PLANS) I I 1 � I I y I h I 1 I e I I I I o I I _ J DELTA n �I 2364.00' 283.85 '6'62'-07° 14210 L-2 z m O C3 Z U? z rt 6 J W O h I I pid N h ��o y VJ ® ::)^z cL p STORM DRAIN 0 0.17% 18 INV E -W= 8" SWR INV= 341.81 344.45 A STORM DRAIN SECTION N.T.S. pARK s DARE DRIVE SEE 5p1EEZ ! 1 30 fit-` 4 6 J� W Ih f J 1 OZ O .I-IV II F -O w 1 Z I p gp < 17N (y�W1 OJ O OZIO I II Irl ^BIZ O _- J O t- JKK W J Z vU I JW F W m +-FIN b '- - = WN O :M1N OJ Otj aO °J,' ^ Ipn I:o z po x o z o+ pct ¢ �o Q 6�'' o II ^� +� O Vl 1 I NIv �1 BI K Rl � I I OJ^ 3 b� 1 / NW 3 Mh yy311N I(1 y I ^li I O}W h+y/ +n+ U/ vl I 1 1 MO 1 +"' �'N N +M } I b I I 1 NLO Nlp Mlp � I � I a � I 1 � � 10.- I10.-1 Aq •- 3 I m In M' 59 EU TURETRACTN N (By SEPARATEP 7288 PLANS) RECORD DRAWING '2mjq 1 , I I I I I I I I I I o I I I J DELTA n �I 2364.00' 283.85 '6'62'-07° 14210 L-2 z P z O C3 Z U? z 30 6 J W O h I I pid 1 , I I I I I I I I I I o I I I LENGTH DELTA TANGENT + 2364.00' 283.85 '6'62'-07° 14210 L-2 ^ I N 1 949'55°..1 I c- M STORM DRAIN 0-0.12% STORM DRAIN SECTION N•T.S. i CONSTRUCT 32.61 L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.34% CONSTRUCT 92.1f LF 30" CL -3 RCP w/RGJ STORM DRAIN @ 0.11% STORM DRAIN SECTION N.T.``S..N., \ \ q D \ 30 SEWER MAIN SECTION p a 1,245 FUTURE �RATE�PI-A S) �gY SEP A 1 N 1 +I � yo o w O V O rnW, vM1. h Q MMO Uh I +�� M ONI:J. 3 O N l4A sE O J TRACT 7288w FUTURE ATE p�ANS) +° UJ (gY SEP AR ' oN�N CAMPO"Us"' PARK DRIVE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT CI 2364.00' 283.85 '6'62'-07° 14210 L-2 1 2331.00' 1 400.00' 1 949'55°..1 200.49 BOTTOM=340.6 OUTLET STRUCTURE STD. DWG. D-11 OV l zOwF QWF CN > C:) 0,00 c- wmw:n ago ��o VJ ® ::)^z cL p Q U VO /� z IILL]z a. xJoa�c�a Z `pr SwF N�zm Q LU zI-O U .- N W 7 s 7 R O�atvfc�Fiz ® fn N - X ¢ooLL�o�i'w OyJN Q LL NyWWNU¢ZUU =oo�ozo3� (9 � m w y> orc _ wx P/99 P/� v)Z ry SHEET 51 OF 15 SHEETS o z md'WI- o < a DO N a�iozw�oom UJ '6D oo3 ¢¢wti zo¢ �,�{ UJ Wyq Y NO <w gOoxoo�� Of 'Z V1 N Lu z Welf _m � ��z�TOwU¢Q LLiow�zw¢o w¢Owj UUpQgILLi O N ¢ o mw�rzawwwt° z�ol'i�o IZ az�rx- �?Wraz20o'�. V 2 d o 3zOx>o�omt ;:q o��ttw�=Wam L mylOww�?p¢m xx Norio Iw.'z� Da. l-UGll¢m z HORIZONTAL: 1"=50' VERTICAL: 1'=5' ' V pwr. x®3 W NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION [{(�.i EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITWE�4 SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB.'FrT' �"�✓UC % / TEMPORARY S MP A POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. _ 6YL FRED W. PORTER, SCE 33446 EXP. GATE SEE DETAIL SHEET 2 INSTALL 400.0' INSTALL 220.7' INSTALL 88.6' INSTALL 86.0' INSTALL 228.1 INSTALL 369.6' INSTALL 142.1' a 8" PVC SEWER ® 0.35% 8" PVC SEWER 0 0.35% 8" PVC SEWER ® 0.36% 8" PVC SEWER 0 0.26% 8" PVC SEWER ®.0.25% 8" PVC SEWER 0 0.25% 8" PVC SEWER 0 0.257 m 111-. II F -O IIS""- II F -O II I -IN II L-" II /-M II F -N IIOOIU IIfM II I-� II F -N � Fj f-� �[�['k E-p�'la �j'at i-�."�L-�>• >m F-�.aL, "hr z F�-�'�lio- J� /.Ytl+ W 4'F J JF)J 2/Ly J� J 2'h- J JLy'J L'tOZ O!n Ot/L J ONO OVl iVl OIVI O iO V1 Y'tn OZ -L OZ O OZ Z OZ O viZ O OZ 2 CO Z'p OZ O OMU O OZiO O'LIS OZ O N O+O Z O Z .t0 Z [n 012 I.jO Z hOiZ pj0 Z h'.O Z Oto J W o_008 Z mjOIZ Ino Z o+ vUl< UIQ�U Q NUQ �.0 S tlL^U Oa NNLY Nthp-� ^dh- SUMIg NO NOI W. Nr Mp �P n ^j N9 m M�Ly O� 360. . . . Mm MOf O. ^M O '64iIWI� OV` C] 'n M1. 10._ 0 . . . . . m I,0.1�J' m L.3� ry . Oh .00 4) w� to Na'l3 .I.Oi+ �. D} n o.F VI hh 3 NN ,C�10 �'4 W. OM 36L O _ m+Iii' �+ .per c w Nm +� N�.N h �I\ Nw ut mo..�� . +yp + +O +O(L!A 'i- +f -VL N -F +W N K Y1.n- tn._ [il^ tD •-I Vd^ lOr- N`- t0^. M 10 `. rn -cy RI~N I ^^© ^ W- ... .. ... .. .. ... .. .. N VI NI N ..... d r/ Z¢ 355.... .... ....... ........... .... I : gQ'C'.2`�'O : : : : �,"ydtiz: o Y�,,�rr .dr� :i"•#'__a_\_� �o." . ..... ..... : - .. ---- . . . :355 PPROxiWEs LP R AND STORM DRAIN - ---- - -P T�� U �s9 �___. ____-_________ �y!_ .-.. ..... ....... .... -___- _____ __________ - 350 . . . : . . . . . . . . . . . : . . . . : . . . . . . ....................: .....: ovz .......:...:...:...: ..:...:....350 11� I � s . 1s" .I1V N-5= . .. . . . . . .. . . : . . . . . . . . . . . . . ... : .. : W W 345:. : Lw E �'"' Ls a' INV E s" NV N w= :. .:. .:.. . ...: . ..A 14 .... 345 8 INV E -W 345.90 4 �. a4s oe x44 9 1 i :. ,r• 34'L 181' INV E P= 340 :.......:...:.......:...:.. 39 i., sa.I si."moo 0 340 SEE NOTE A 34"8 W 24 341 64 30' INV 5- �� •ry ��L ��'• i _ .2.0{n' '54� 18"_INV N=, 24... INV347.7=✓ 341. �� �� .�q, `?c2 s. .I. .P, �N�• J'i'b z. UE 341 4 . 13 .......... ..... ... ... ... ..... _.� M. N I 335.... ...:.. ....:...:.. ...... ...:. .:....... :... ..... ............. .... ...... .: ... .... ..... ..... ...... ....: .................... ............. ..... ....... .... .... ..... .... ..:...:335 r ....:. : .... .......... .:. ...: ..... ....:. :........... ...........:....... ...... ............. ...:.. ...:.. ...... E INSTALL- 283.9 18"INSTALL 7538 18" INSTALL 7359' 18" - > INSTALL 70.6' 24' INSTALL 77 /' 24"' CL -3 RCP w/RGJ STORM DRAIN ®011%�..._�CL-3 RCP w/RGJ STORM DRAIN ®011% CL -3 RCP w/RGJ CL -3 RCP� w�RGJ � � rL-3 RCP w/RGJ TO DRAIN 0.13% 330 :....................................... ..`I` .....................ISTORM.DewN.Qatt%..STQRMDRAIN. ®.0.12%.. y` ..: ............ ...... ............ ................... ...... ...... .................... ................... ...... ...._ ... 330 - 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 SEWER -STORM DRAIN PROFILE � � Q h � M W 3 _ 5 L U U OL V Z CN > C:) 0,00 c- . ��o VJ ® ::)^z cL p Q U VO /� W a. �W i! N U; i N W 7 s 7 R z 0 L 6 Q �J DATE 12/11/2014 PA JOB No. `13-2750H SHEET 51 OF 15 SHEETS CONSTRUCTION NOTES OU O Qj J C) INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION INSTALL SEWER LIJ ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NC -- --- INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. O INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑D INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER AT GUTTER ELL d.. -f "<;a9 "A" 0 FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL TYPE CATCH -BASIN 1e) W Z E-- y :_ N 19' i 79'J rca m m IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER > RIGHT-OF-WAY LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S EXISTING SEWER - E, `U EXISTING STORM DRAIN k '--- EXISTING EDGE OF PAVEMENT MARIAN P. SHAW m w OU O Qj J 4J p, O N vU O m SHEET w mm c, irkPatJ6u'?USV_— N m+N w - r r CL -3 RCP w/RGJ STORM DRAIN 0 0.12% A STORM DRAIN SECTION rN N.T.S. FUTURE PARK SITE (BY SEPARATE PLANS) r-"_--- FUTURE TRACT 7288 &BIW (BY SEPARATE PLANS) pJ� m O l 0O U O mN2 .N_.tn O JOT 10.7± L.F. 18" CL -3 RCP w/RGJ RM DRAIN 0 0.11% CONSTRUCT 30.5± L.F. 18" - CL -3 RCP w/RGJ STORM DRAIN ® 0.11% 18" INV N -W=/ Y 1 —CONSTRUCT 48.7± L.F. 18" 345.48 CL -3 RCP w/RGJ STORM DRAIN SECTION +/I- "SWR INV= STORM DRAIPI ®0.16% (v N. 1.S. 340.50 STORM DRAIN SECTION N N.T.S. _L --I- ---------- -Z I— I� J w WINDERMERE STREET .00 SEE SHEET 4 O mV � vN m°J I I I 1 I 1 CAMPUS PARK DRIVE SEE SHEET 4 N� HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL 393.0' INSTALL 233.1 INSTALL 124.7' 8" PVC SEWER 0 0.25% 8" PVC SEWER ® 0.25% y 8" PVC SEWER ® 0.25% H H N'_ J O J OVl O OZ O OZ O PZ O NZ O mv)O OZ I S Z p Z p Z Oil 2 p01G Z aj OV Q �pU a U UU _ Q N� `4 .�� ^O NOJ MM O O� m l NIN 360 360 + �tn .. .I . .. .. .. . APPROXIMATE DFS/GN GRADE ABOVE � .. .. ��o.355 SEWER AND STORM DRAIN .. :. �`�o-.:.. ..: s�h�.. �^;y .. ::. �o . . 355 - ----- ---- �� a$ s h ---= �. _ -----'------ -_- ------ ----- -------------- r_ ---- stiff 350 350 Y 18" INV N= 18" INV E �.. 34715 . 348.'z. 345 :.. sl qW 45 18„ I 3 . .342. 18" INV N W= 18"INV S 344:80 (35r,�V5 aro ALL /. 18 INV } I- .342,80. -2 .: .3480 340 1 340 - .0 pry/ xOti jai ,ppb - d� : ihL- Gb m '�°v: :335 335 :. ..... ... - �. ... CL -3 RCP W/RGJLSTORM DRAIN 0 0.11% CL INSTALL3 RCP4w RGJ 330 330 STORM. DRAIN 012% . .. . 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 SEWER—STORM DRAIN PROFILE LL DATE 12/11/2014 PA JOB No. 13-2750H (1 � w z O cx�9 m SHEET w OV � irkPatJ6u'?USV_— W.., J w - > LIJ w u 22a� wowa p II APPROVED. IIS II N � � �(NO ELL d.. -f "<;a9 o 0 ¢LL J/ i-LLo�Lo zwwc �Oi�zmON w 3 z W 3 LL 1e) W Z E-- y :_ N 19' i 79'J rca m m Q > �o 0 CONSTRUCT 30.5± L.F. 18" - CL -3 RCP w/RGJ STORM DRAIN ® 0.11% 18" INV N -W=/ Y 1 —CONSTRUCT 48.7± L.F. 18" 345.48 CL -3 RCP w/RGJ STORM DRAIN SECTION +/I- "SWR INV= STORM DRAIPI ®0.16% (v N. 1.S. 340.50 STORM DRAIN SECTION N N.T.S. _L --I- ---------- -Z I— I� J w WINDERMERE STREET .00 SEE SHEET 4 O mV � vN m°J I I I 1 I 1 CAMPUS PARK DRIVE SEE SHEET 4 N� HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL 393.0' INSTALL 233.1 INSTALL 124.7' 8" PVC SEWER 0 0.25% 8" PVC SEWER ® 0.25% y 8" PVC SEWER ® 0.25% H H N'_ J O J OVl O OZ O OZ O PZ O NZ O mv)O OZ I S Z p Z p Z Oil 2 p01G Z aj OV Q �pU a U UU _ Q N� `4 .�� ^O NOJ MM O O� m l NIN 360 360 + �tn .. .I . .. .. .. . APPROXIMATE DFS/GN GRADE ABOVE � .. .. ��o.355 SEWER AND STORM DRAIN .. :. �`�o-.:.. ..: s�h�.. �^;y .. ::. �o . . 355 - ----- ---- �� a$ s h ---= �. _ -----'------ -_- ------ ----- -------------- r_ ---- stiff 350 350 Y 18" INV N= 18" INV E �.. 34715 . 348.'z. 345 :.. sl qW 45 18„ I 3 . .342. 18" INV N W= 18"INV S 344:80 (35r,�V5 aro ALL /. 18 INV } I- .342,80. -2 .: .3480 340 1 340 - .0 pry/ xOti jai ,ppb - d� : ihL- Gb m '�°v: :335 335 :. ..... ... - �. ... CL -3 RCP W/RGJLSTORM DRAIN 0 0.11% CL INSTALL3 RCP4w RGJ 330 330 STORM. DRAIN 012% . .. . 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 SEWER—STORM DRAIN PROFILE INSTALL "DROP PER C.O.B. STD. 6" PVC SEWER 0 1.00% INSTALL 39.2' 8" PVC SEWER ® 0.35% PLUG END SEWER MAIN SECTION iT N.T.S.. ��J o s x INSTALL 39.6' 8" PVC SEWER ® 0.35% � rPLUG END SEWER MAIN SECTION ry N.T. S, Q: W fL 2 CC W LL DATE 12/11/2014 PA JOB No. 13-2750H (1 � w z O cx�9 m SHEET w OV � irkPatJ6u'?USV_— W.., J w - > LIJ w u 22a� wowa O' REVISIONS APPROVED. �(NO d.. -f "<;a9 wiazWl-zcz�0 �� .a 0 Lop J/ i-LLo�Lo zwwc �Oi�zmON w 3 z W 3 LL 1e) W Z E-- y :_ N FRED W. PORTER DATE RCE 33448F Q > �o 0 �j ® MARIAN P. SHAW DATE �w�gsww��=8 2 � C9 LL N RCE 32178 zz 03z. N� �� �w�w (n z W T j O U z 2 N R m �xozwoO�mW t0 a o'�?a3cozoa �x W W N M N O p>zw�wa�z3 �0 Z `o�a � OMMITED LL�o= Lu w ✓vwv' 1 Z LFO W.V Qd.. u p a O z z. N Fx V �. � CO STORM DRAIN SECTION o �o�awz=LL ® N. T.S. ry N.W?QQ�w�Qo LLtt�'"x 0- z�owo U04 -F vQiZNxQW W��� KO� W O S. W WW S W O m W G D 0,2 W m Q N L m,wUjJZEi� 004m Qw x OawzO W INSTALL "DROP PER C.O.B. STD. 6" PVC SEWER 0 1.00% INSTALL 39.2' 8" PVC SEWER ® 0.35% PLUG END SEWER MAIN SECTION iT N.T.S.. ��J o s x INSTALL 39.6' 8" PVC SEWER ® 0.35% � rPLUG END SEWER MAIN SECTION ry N.T. S, Q: W fL 2 CC W LL DATE 12/11/2014 PA JOB No. 13-2750H (1 � w z O cx�9 m SHEET w w � irkPatJ6u'?USV_— W.., J w - > LIJ w u O' o ¢ a > a ti a M o�d''1S1038 # ��4 z ^� V 1 Z �WCT) ®^ 17)00 o0 n w + LoL 2 Z $ vJ y yeL'L' O_ \ ® W I— Y O III(.) it U) x w 7 w< Z �{ Q a �C €iui .,� #X W U) 3: LAJ \� .J 0 w ry 1 it ppm S `i� wow y 4di 7' <a m » W s o o N N z zo » N m i w �atn R 00NS APPROVEID BY; _. -- ell X , ,�'A'f.-' �,` FH;'17 Vd. PtSHi R, tT.G E. Pail. 33448 — DAM DATE 12/11/2014 PA JOB No. 13-2750H SHEET LATE i E irkPatJ6u'?USV_— W.., J - ��SHEETS '0 'r' EXISTING EDGE OF PAVEMENT �S P / `Srp stip K &lye-' W NZ O= O NU) . \ a s E NOTE "a" IF b� ow 1 "" w ' m� b ' m+ 7 - $ " o CAMP U S PARK D SEE SHEET 5 REVISIONS APPROVED BY 1 - REt1,�.PORTS. {�R.r_',.E NO, 33448 �. .�-[aATE .bA_ IGl.T4' .i)?i�LA, fl.C.IE. tV{7. c:7�J0$� DATE _SEE NOTE NOTES N ^ M N X _Q,QNSTRUCTION NN O INSTALL SEWER MANHOLE SD STORM DRAIN STATION O INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION 8° INSTALL SEWER O ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OFHERWISE NOTED. 46.5" I �. INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. --- CPi INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. D❑ INSTALL STORM DRAIN JUNCTION. BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER �a INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. --- s - - RIGHT-OF-WAY vo ' +rn mV) iiN CUL--DE-SACS AND KNUCKLES, DISTANCES FROM I -OT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RICHT-OF-WAY. EX S --- EXISTING SEWER ._--EX SD- EXISTING STORM DRAIN �Y��v""4l'-""r-`'✓�_"�' `'!�'''�Y"`r '0 'r' EXISTING EDGE OF PAVEMENT �S P / `Srp stip K &lye-' W NZ O= O NU) . \ a s E NOTE "a" IF b� ow 1 "" w ' m� b ' m+ 7 - $ " o CAMP U S PARK D SEE SHEET 5 REVISIONS APPROVED BY 1 - REt1,�.PORTS. {�R.r_',.E NO, 33448 �. .�-[aATE .bA_ IGl.T4' .i)?i�LA, fl.C.IE. tV{7. c:7�J0$� DATE _SEE NOTE Y m U 8" INV S= 347.68 CONSTRUCT 37.13 L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0,13% e" SWR INV= 344.37 W= STORM DRAIN SECTION .v N.T.S. a HOLLYBROOK LANE ++ m +: (FUTURE STREET) /aoJ%'; FUTURE TRACT 7247 l lN ' (BY SEPARATE PLANS) 9 CONSTRUCT 3B± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.26% CARAMELLA CIRCLE (FUTURE STREET) L M N ^ M N X SIZE7 NN qt NUS m OZ m �U V0 Z rl ppOOO OZ (z 8° A 345.74 O 3 46.5" I �. MN+) O li LJi. li NO J OU O CYU J O Z C! M MO w�l low \ USM �N YjN z h NK N N I < WW N� VS c+bNUl WW o+K ' i M 3 mCO 16 vo ' +rn mV) w N Y m U 8" INV S= 347.68 CONSTRUCT 37.13 L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0,13% e" SWR INV= 344.37 W= STORM DRAIN SECTION .v N.T.S. a HOLLYBROOK LANE ++ m +: (FUTURE STREET) /aoJ%'; FUTURE TRACT 7247 l lN ' (BY SEPARATE PLANS) 9 CONSTRUCT 3B± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.26% CARAMELLA CIRCLE (FUTURE STREET) L CONSTRUCT 48t LF. 18" CL -3 ROP w/RGJ STORM DRAIN @ 0.217 STORM DRAIN SECTION N.7.5. 11 M N ^ M N X SIZE7 NN qt NUS m OZ m �U V0 Z µ J �U ppOOO OZ (z 8° 0.35% 345.74 O 3 46.5" 4 MN+) O li LJi. li 37.8' J 0 Ow w�l low \ q CONSTRUCT 48t LF. 18" CL -3 ROP w/RGJ STORM DRAIN @ 0.217 STORM DRAIN SECTION N.7.5. 11 M_ _IIm PIPE X SIZE7 SLOPE O m OZ m �U V0 Z µ J �U ppOOO OZ (z 8° 0.35% 345.74 O 3 46.5" � MN+) O Mf O 37.8' J 0,35% 1 347.82 w CONSTRUCT ._ CL -3 RCP w/RGJ STORM DRAIN 0 GAB% STORM DRAIN SECTION ).,, N.T.S. SHADY VALLEY PLACE SEE SHEET 15 J mM. NM W M n q SEWER MAIN TABLE No o PIPE LENGTH SIZE7 SLOPE END INv= 1 _ BEARING 1 62.0' 1 8` 10.35% 1 344.60 NW50'58°W 2 50.0' 8° 0.35% 345.74 N55'20'55°W 3 46.5" 8" 0.35% 346.92 572'49'46°E 4 37.8' 8" 0,35% 1 347.82 S5294'IeE mM. NM W M n q No o 3 + LU H 3 h� Ni LL W z V) T- LIJ hw ®00 00 FUTURE TRACT 7247 I LLJ LIJ w LL 'o '•..J (BY SEPARATE PLANS) K Uh i z u) 0 \ I a zII ��\NEER b "+ ' i M 3 > U V� 16 vo ' 17 -_-- U) C U RErS OUR7 * __ _ -- Tr F` u u r I r/ !I / 3W I" a H,� i' �'trsw-- _ _I` S W hr 18' �n E E1VA WA 3 �' w ___________. mzl0 �z o l �rN ! __________ ____ FUTURE TRACT 7248 ��Iw SEE SHEET Y �mIx x FUTURE TRACT 7248 o' (BY SEPARATE PLANS) gu o bb�lmo �o;m $o m (BY SEPARATE PLANS) zo m vW U M m Vl vi"''O vim0 OU Z II zYl' FIS F IIx Om � NMI f YOS �+ ND NO Z mW m INj mUS �r� ONh� MoU YfmIY N 'nmlm + SNI fN ''G'1 e OV WOW. �,oJ W 2 Q Z O W m Q ..... Z > q z�w w¢�oi�.�m xOwNwyi�2"q- w ul� G ¢ o- cl, 0 U�y3 <06OQ��. aWo�LLzo�mw y oUyUq ZO (qu�O�FOW�W W OUV1xt/lK a�-o zwo��m oo3¢awozaa z �a�owa�oo z owgwo�oz� pz�x v¢ oaz ¢ gwozxo�o�zo LL�zw3 ¢zzwcWi vCiw�¢QU UOOO x7q ti_ 'wz z Jso Z 02 V(J/I �yzjZgd'� ¢E¢zzWoso0 LLv"iG �CO�WwNWO£ �°�OwZ�?ZZm ¢cam-,wc�3a>v'-i .d,� �1'� NOTE "B": CONTRACTOR SHALL CONSTRUCT CONCRETE PIPE SADDLE PER C.O.S. STD, DWG. D-9 om -� RECORD P -R � m m NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE / N 5' SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING SNB. IF HORIZONTAL: POSITIVE SLOPE DOES NOT EXIST, REPLACE SB TO MANHOLE. VERTICAL: 1"��=5� BYE fRED W. PORTER, RCIE 33448 EXP, DATE INSTALL 860 INSTALL 230.0' INSTALL 336.8' INSTALL 342.3' INSTALL 264.3' $ 8" PVC SEWER 0 0 257 8" PVC SEWER 0 0.25% 8" PVC SEWER ®0.35% 8' PVC SEWER ®U.35% 8" PVC SEWER ®0.35% ` I'G J J -r J J J O ON� ON o ON b mm Wxm N m zIww _�x�x �w mlo Ni 'O VS CSN NI ONO 6Nim O m OZ m hZ _w C O NZ O OziO OZ O OZIO oz m oZl OZx op O �f0 ' ri Z µ0Z cnO Z MO Z .}O Z 'nO1Z S Z >IZ Vv00 Z a z W'Z ..0 Z ..0 O 4 m_ 3 V ¢ VU vU W ...U1 vU Z.y O �M h rnI MM Nm'� a.d: rv.rz po F MM F Mt m mm F mm F rnl� mm's .a. hml� �.p O ^h��' N� q�h' Nr> MN <at U mm U mm' MMU NN U N� ,t0 r�pp I�1 'n SYS m b(4 d'+t' m t-: pj K z Oil Z 6).^: w O;6 z O'O � �Q� � b®� li ((�� µi71 fV U] y NIN �$S mr'fCj V)US m6��yj mm �+ m CV MJ I' O NN O 36V. hl,t fly ++IST . . . . . . .+.+N. . . . . . . .O+r�. . . . . M m mm m... mil +� y.. M .o . n��m r n nn r�Io. h� N�.N o . 360 J N . mN . Tn" mm mm N. 6 z N N� �� m : 6w -?-a- -- . . a4�m V-11 APPRO%MdA TDES/GN GRADE ABO UE .. . . .. 355355 . . .... ... .... . ... .. . .. . ..... .. .. .......... .. ER RNDSTDRMDRAf------------------------ ------------------------- ------------------ - ------------- ----------------- ---------- ---__------- --- 5 -_---8,�n0ws INV W= oo. c3) f 347 SH 10 {I. SEE .NOTE -A"+350 N 350 ...: ..:.. ........... a„ INV w B INv S _ i +I i ......... i. SL _ TV P1 c� & I �- t8" IN W-, R.1'F'. W = 346 66 09 a .I .8" INV SN/= B" IM7 N 347<%s3 _ .343.80 �. e a" INV N -S Cm.9 eI � t i 345 :...:...:.. :.. ^ s' INV N -SE Y f a,.......... 345 w 8' IV E=N`N= 3442@ 5 344. 5ta 7 s 36 INV N= 343.70 ' q" r 35" INV S= 345.134) °' . . .343.48 d 36' INV N S- 34.5-82 75 0 .r.- . . . . . . . . . . . . 34542 og N 6 a .'`�. ��.42 INV S " 36" INV N 42' INV N 3y3 [ 36' iNVN= 343.e9 1?. . 24" INV E -W 18 INV N -S SEE NOTE "B". 18 INV 5-,4C1`= 342.'tP 342&2 q�' 34305 18" INV W= 340, 18" INV N= : 347.91 342 3 LCa ... O„ 1343 05 ,.7- . . z. .341.73. .(. 9.H .. 3 343 340 -SEE . . . e O i 335 335 ...: .. I..: .. .. ... ... � y I I. I' ..: .. INSTALL 77.T to"' INSTALL 759 4' 18- INSTAL- 778.8' 18 _ _ _ _ _ _ INS FALL 158.2' 42" "! INS FALL 150.9 36 c INSTALL 49.8' 36 INSTALL 88.0"' 36" i CVV 3 RCP w/RGJ / _ ___�__ I I` CL -3 RCP w RGJ STORM DRAIN '® 0.08%' CI_ 3 RCP w/RGJ STORM DRAIN ®7.34% a CL -3 RCP w RGJ STORM ®0.11% CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 1 / CJ. -3 RCP w/RGJ CL -3 RCP RGJ £ . . IS fURM .DRAIN,®.0,72% 1 f RM DRAIN ®008% .STORM DRAIN 0 0.79%. , . 330 330....... .... ...... ........................ so 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Fl !;FWFR-G�TnRM F)RAIN PROF11 F z LU H . O W z T- LIJ hw ®00 00 I LLJ LIJ w LL 'o '•..J K //� V/) z u) 0 tl a o a zII ��\NEER b "+ ' i M 3 > U V� z T- LIJ ®00 00 I LLJ LO ' '•..J D //� V/) z u) 0 zII IP®) "+ ' i 1Lu U) N 4 i 3 i �r v� O N W pQ S Q DATE 12/11/2014 PA JOB No 13-2750H� SHEET P l OF 15 SHEET; CONSTRUCTION NOTES `l W d U O O m I 'Ilhl'lllll 0 INSTALL SEWER MANHOLE SO STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION o INSTALL SEWER M ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. M O - --w - + N69'51'07"E - INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ----- OD INSTALL STORM DRAIN MANHOLE Im-oaK +M o + +q �iow<w,n cwi3u ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑Q INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT CUTTER a INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7" MAX. OF COVER AT THE PROPERTY LINE. - - - RIGHT-OF-WAY IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER I ii t+✓L lI� . N N X LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EXISTING SEWER --X -�D EXISTING STORM DRAIN Z Y EXISTING EDGE OF PAVEMENT tp I Ed `l W d U O O m I 'Ilhl'lllll � og O w W p ZOfd/IW LL12LLti 00 v Z,N e - a~46+ o W ,9 M 4 0 48 M O - --w - + N69'51'07"E - n0 NpO 1 - l� Law w® 6 v/ Im-oaK +M o + +q �iow<w,n cwi3u <� N µ0 Vj !jEq.QRQ PR; WING c6 m M 4a a>jzz���3. 0 > U � I ii t+✓L lI� . Zm z�, W d U O O m I 'Ilhl'lllll � og O w W p ZOfd/IW LL12LLti 00 v o "M o M ¢�Ix-OrtF.LLzwz M O m z n0 NpO 1 l� 6 v/ Im-oaK +M o + +q �iow<w,n cwi3u <� N µ0 Vj !jEq.QRQ PR; WING c6 m M 4a a>jzz���3. WINDERMERE STREET SEE SHEET 3 J4 54' "BI ., 1� 1 1 I 1 REVISIONS APPROVED: m 41 z_ Ile -` FRED W. PORTER DATE CONSTRUCT 38.41 L.F. 18" RCE 33448 -- -- ' CL -3 RCP w/RGJ STORM DRAIN 0 0.25% i 1G7e bib) �F'3 v L/r 4MARC )R LacooNs) n ROE I32178 SHAW DATE O(~/1 O ON JO OZ Z OZ o _ o0 ¢ �� z - v Q N O Z 3 PRIVATE STFtEE7�-- ++ N 1 VI N p n ' MORGAN PLACE" (FUTURE STREET7'"' I t� 8" IPIV=342.�� _ �.�� (PLUG END r . 1v 37. 11' iT 37' 8 8' S 28 g' 9 1N4NDEESHEET4 MERE STREET n STORM DRAIN SECTION \1-1/N.T.S. FUTURE TRACT 7254 (BY SEPARATE PLANS) -.y ~ --0 - �- 54+73.00 `-N@9'51'0 51+48.00 INSTALL 40 B" PVC SEWER -A 0 357 r - o �I\ II I I I j FUTURE TRACT 7246 �l� z (BY SEPARATE PLANS) 5E r� (PRIVATE) N a O z I1 III 11 II II II II I II I III I Iil 11 11• 1 I � I, .LINGW00D DRIVE SEE SHEET 9 FUTURE TRACT 7254 (BY SEPARATE PLANS) O W d U O O m I 'Ilhl'lllll b O w W p ZOfd/IW LL12LLti v Z. Q wmwwwwa Fwo M ¢�Ix-OrtF.LLzwz l� z�wviU v/ Im-oaK I.LI Z �iow<w,n cwi3u } N i5rt-Fz vxigr[��r c6 m M 4a a>jzz���3. > U o�ai-LL¢zpF'w N N X ¢Eo3 �i OV Qmcwi ®/� Q 0 Ii Z Y NZO�w�O'O2W WW >O�Zr."w tp < Q LU mN a LU co o2S w m" z N o oz> _ io�or�l=oo yu<inww�oz°a' E5r 1n 2 CO W N 0 U U¢W WUw�ZOw11 ® rN- mW>>la-UUZ�O �o mia�acwi> �Ko zoxs=w 3za �o zk 3>o¢o ���owwy�o� OmuwiV(�jii <w 2x�'axOrcwZW 1-F-ppI-UOK4`<. I I li�li Iii Illi I � w < 0 5' 1711 18' 14'111 '1 5' O mj S/ IIIj Tj /'N ml 1( -I iii LU F_ W W - O z --�_----------- i o_ Y B m W w w M U w > W w uj i x. 59IT60 60+63.00 1 tL a o a 3 I EER w 1 F,NG�iZ N 01 + p1 N pI m m 1 wi n1 WI mI wl wl �I FUTURE TRACT 7246 (BY SEPARATE PLANS) REVISIONS APPROVED BY FRED W P(D ER ft C.E NC) 33448 - DATE DhNI>L PAi11LLA, a:c..Tva.ioo ._.-"_ DATE II 5-i a ii II i jl II I 1 II I I III o' 16©' 5. .❑18'4'I1 ,I 8' S .i i. ! II /W BOTANICAL DRIVE SEE SHEET 14 A N� w / DRIVE HORIZONTAL: "=5' z pn Y= RRED b O l EF1! . R0 33448�EPDW-FEE' VERTICAL: 1'"=5' -0Qcq .IVE-POA-5 . Co AIOT'E 5£x -£2-I. ST62M POA?O (-M1000O C WJI 1IT1 Lt-�4 C/PlVe - PNA$E (0 5WALL 3E �IAI:E9 YUC 2Art 4.10 NUTICE( COHPL£TIbU FILE,( -ER. 4pFROVErI -HoAcl -1349 1 590E2. t SroR ORAI&I PLA.1S pATED Mh¢CH 19,1019 AS APPROVED 3/ TN`F GiYJ GF T3AKs 25E1[tp PNP.LIG woe'4S 171R(CT.K III ! EITER DATEO INSTALL 42.3' cl pucu�T 1�114.o1 rj 35% INSTALL 400.0' INSTALL 273.0' INSTALL 380.0' 8" PVC SEWER ®0.INSTALL 368.0' ✓ 8" PVC SEWER 0 0.25% 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% 8" PVC SEWER ® 0.35% U in I -N RJ yy �U HOik J� K JO J=J ak 3k Fj S F -j -lk 41i ON ON p ptA J m o+N O OVJ O Olp J OF(A J ON J oz OZ Z OZ SO OZ Z O'1Z I OZ 2 OZ O OZ O OZ O OZ O r 0 Z V O Z 0 0 N O Z p 0 Z. Z 43. Y vU Q V V a vV F m U vU 0 0 Q O Z uJ 0 7, Z mV O �O R- 00 m w 00 Wj.1 M Z �o+wm -�g� b�0p360.............. T M1M1 ......... 360 . , .. .. .. i .. .: AAAROXAZA TE OES/GN GRADE ASOVE. . .. .. . . . . .. . :.shy : : : : : : : : : : ����qy : : : SEWER AND STORM DRAIN : : `� -- ---- - - ------ 41 - --- --- . 355 ..... ,5 .... e". ..... _ - ---- ------- -.. - -- . --- -- .- ....... ...... 355 350..: &��� 50 �e'L1- 18'INV N SW- _ _ .3 _ III 346.3844. 345:....:... 4".INv.,H_ :.... 3 . 24 INV E -W.. I . . . . . . .24 INV E -.W_ _ . . . INSTALL "DROP CONNECTION" 24" INV PER O.S. D DW SW -44460 18' INV S= 3458'r 18' INV S-NEN= 345.58. .345.74. 8":INV N 345.58 -. 74 _ Z$5.9g546T3t INSTALL "DROP CONNECTION" _ 8' INV /2' _ _ _ _ i PER. C.O.B. STD DWG, S`N-4 INSTALL "DROP CONNECTION tiL i _ _ . . . . . _ _ PER C.0 B. STD. DWG. SW -4 342.29 1-1 34'2- 7 1 INV S _ moo 340 : . 1J .INSTALL. „DROP CONNECTION" . _ ... - .F'L. d', 4 PER C.Q.B. STO, DWG. SW -4 �9 / . IE 3 O INV S -W=' 8 INV E_. .337,25. 335:.. z" uw N= . m" 335 .334617¢' M . _ INSTALL 196.6' 24" _ 'INSTALL 81.2' 24" .INSTALL 59.4' 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.08% ' CL -3 R P w RGJ CL -3 RCP w RGJ I 330 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORM_ DRAIN. 0 OA8% . TORM DRAIN 0 0.1.294 . . : . . : . . . : . . . : . . . : . . 330 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 --_ SEWER -STORM DRAIN PROFILE 71a,- I 1=rl 16 �} W h N ] U U C n '� � O��U1S�J321 � SSP I C4 U Q o w 0- w I IT Z Q Wim} >o co A' < 1.� + CL „ ® z Lu so c � ._I 00 woiz UIQ^^ V ) r ` M J O K uj 2 U a d I c 3 O x N L,0 Y n N F m m m Y n o Oz O N n i ¢ J 3 rr n m Wo Q N m 12/11/2014 PA JOB No. 13-2750H SHEET n E E 8R OF 15 SHEETS I li f I 'Ilhl'lllll FX S - EXISTING SEWER 7 FI VISIONG3 APPROVED BY: -) _FX D--- EXISTING STORM DRAIN li EXISTING EDGE OF PAVEMENT FRHD W 1'1fi`(&R�r?rc.N4 _.-.„._ :.:"-`✓�? -�I)AfyIEL?'AUELL,^�,R.C.c.h1O.870fl2 GATE (FUTURE) HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL 44.0' (PRIVATE) P p -y I ®ya ) 8' PVC SEWER (0 0.359 9p�i 99 1i/J T[_ql INSTALL 136.6' INSTALL 73.1' 8" PVC SE4`4ER ®0.35% 8" PVC SEWER 0 0.359 IItIN II �Im Il zp 11 zp I-' W p ZJjt W J - 1J m OZ J �Z Z OZ Z bZ z O1 J� J Z ink z v\� Zvipi.�i a ZyJhyq: rOZ N o N +m +++ W + ....++ *n�I .� .........360 1 NNI til 'n ~+I +N . 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L�/.� r- y IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER ----'--- RIGHT-OF-WAY LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. C11 - FX S - EXISTING SEWER 7 FI VISIONG3 APPROVED BY: -) _FX D--- EXISTING STORM DRAIN li EXISTING EDGE OF PAVEMENT FRHD W 1'1fi`(&R�r?rc.N4 _.-.„._ :.:"-`✓�? -�I)AfyIEL?'AUELL,^�,R.C.c.h1O.870fl2 GATE (FUTURE) HORIZONTAL: 1"=50' VERTICAL: 1"=5' INSTALL 44.0' (PRIVATE) P p -y I ®ya ) 8' PVC SEWER (0 0.359 9p�i 99 1i/J T[_ql INSTALL 136.6' INSTALL 73.1' 8" PVC SE4`4ER ®0.35% 8" PVC SEWER 0 0.359 IItIN II �Im Il zp 11 zp I-' W p ZJjt W J - 1J m OZ J �Z Z OZ Z bZ z O1 J� J Z ink z v\� Zvipi.�i a ZyJhyq: rOZ N o N +m +++ W + ....++ *n�I .� .........360 1 NNI til 'n ~+I +N . APPROXIMATE DESIGN GRADE' A8011£ - `ass SEWER AND STORM DRAIN �,`' ; �' _ _ _ ',�e°. .. 355 e> --------- -------- - w--------- ------ --------------- i' .. `SEE NOTE :A" 350 A18 INV N ZA INV N S I. 24 IN - 344 65 344 18 344 54 .. 8 INV S '18 INV E—S3 34:4 98 :345 I '. Irv. _ .349.918" LENGTH DELTA— . . . . 344.12 _ - IN13 16'00'17" 236.44' - N8TA L 20+0' 18" HOLLYBROOK LANE; 43 � � (FUTURE STREET) o W W N N U 0 CL 3 RCP v/RGJ . . . . . . . . . . . 54213— Q . . . ..34 NORM DRAIN ® 0.15 : 0 tiL I p 1I LU 335 ;INSTALL 55.3' 24" .INSTALL 460.8' 24 _ INSTALL 116.8 24" . CL -'3 RCP W/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RCJ RM DRAIN ® 0 08% 2L-3 RCP w/RGJ 330 30. .STORM DRAIN 0 0.081%. . . . . 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16.00 ;FWFR—NORM DRAIN PROFILE CONSTRI w CL -3 RCP w/RGJ STORM DRAIN 0 0.15% A STORM DRAIN SECTI N.TN ACADIA CIRCLE (FUTURE STREET) % /,V, II FU TYRE-C.B.- y i 355:.. 350:.. 345:... 340:.. M 330.... STOF 10+00 I CONSTRU STORM u:t m . tT_N� STORM DRAIN _SECTION FUTURE TRACT 7246 (BY SEPARATE PLANS) COLLINGWOOD DRIVE SEE LEFT �I I t�sl � II Fi Iu,_„ II II --- u -t— � o I I FUTURE TRACT 7247 (BY SEPARATE PLANS) CARAMELLA CIRCLE (FUTURE STREET) (FUTURE) (PRIVATE) NOTE "A": THESE BOXES -GRATES SHALL BE ADJUSTED CURVE TABLE CURVE f RADIUS LENGTH DELTA— T GENT Cl a 469.79' 16'00'17" 236.44' U) L ,-✓ Jz �w Z_ � HOLLYBROOK LANE; d N ��( (FUTURE STREET) o W W N N U O O 0 OJ 0 - �o „,II 0 v i 355:.. 350:.. 345:... 340:.. M 330.... STOF 10+00 I CONSTRU STORM u:t m . tT_N� STORM DRAIN _SECTION FUTURE TRACT 7246 (BY SEPARATE PLANS) COLLINGWOOD DRIVE SEE LEFT �I I t�sl � II Fi Iu,_„ II II --- u -t— � o I I FUTURE TRACT 7247 (BY SEPARATE PLANS) CARAMELLA CIRCLE (FUTURE STREET) (FUTURE) (PRIVATE) NOTE "A": THESE BOXES -GRATES SHALL BE ADJUSTED CURVE TABLE CURVE f RADIUS LENGTH DELTA— T GENT Cl 1682.00' 469.79' 16'00'17" 236.44' I o I z : w rn I Iq I --� a� ��w� Vora wm z,yw��o alio F��:zaz izdz�owminF wLL��ozo�wi�� zow�.<ywza m is LL.�s z,-� 0003 S R O O.O W U 2 w Z a0 QK��io �Wo�LL;oz>w p U U Q m U vi pw ZO �j�Opy(>z OSn 0 z3 ��wzwa wp=zQQNfGwF-ZO W.LLFOz.�.00pm po3a� o S¢ p o4ww�oz> p ��oeW ��ooa O�i2 FOwo� �zow wow¢ mw�iz¢c'w oo ��OiUOdpl-C Un'v�i�2�V>-'UF 3aos>o �o nr pK�Cpwt2/»U2 BOTANICAL DRIVE (FUTURE STREET) C.B. SHADY VALLEY PLACE SEE SHEET 15 0 m 0 U u V� HORIZONTAL: 1"=50' VERTICAL: 1"=5'. x w c s@' W I DO.fl9 330 11+00 12+00 13+00 14+00 15+00 16+00 17+00 -- STORM DRAIN PROFILE S. '�_-- l G'!/)v r U -Z ti LU 2 .E o I' } o v ®4 > U ® Q U) L ,-✓ Jz �w Z_ � d N ��( W Z N 0 DE n N Z W W N N U O O 0 OJ 0 - „,II p LU y it w Z = .w LU wyw w LL E a a 2 1 n J J C SSP 0��'�1Sd 03iJ {s VJ d CL U) L a LL1 ^UJIy / 1/ 0 V ✓ �®Lu P 0 J gyp(/ ” L _ i fw (n I � } J L q zr z 0 i y T a L FATE 12/11!2014 PAJOBNo. 13-2750H v 0 E SHEET OF '15 SHEETS CONSTRUCTION NOTES RADIUS LENGTH h \ OO INSTALL SEWER MANHOLE SO STORM DRAIN STATION CJ INSTALL SEWER CLFANOUT SS SANITARY SEWER STATION /vU INSTALL SEWER . '�� ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. �I INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. --= OD INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. �D INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER AT GUTTER +... BY- FRED W. PORTER, RCE 3'5448 EXP. INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. vt 347.20' l 347.03) ` "A": IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER — - - -- RIGHT -OF -`NAY o LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. —I -.X S - EXISTING SEWER AND ELEVATION OF EX SD-- EXISTING STORM DRAIN .' '. .' ��---- EXISTING EDGE OF PAVEMENT a s FUTURE TRACT 7246 (BY SEPARATE PLANS) CJRVE RADIUS LENGTH h \ FUTURE TRACT 7246 (BY SEPARATE PLANS) fH% o -_�__+ _ I J FUTURE COMMERCIAL /a (NOT A PART) !f 22 8 II� Cs SE TON T QUID a+ Q w� o 1 PRIVATE STORM DRAM TO CJRVE RADIUS LENGTH DELTA TANGENT a m; a A � iyi� o W UI 0 o NJ W ;Q 0 /vU m J . '�� t �I ^ - .-- � t m+M N k :355 355 : ... .. .(348.99) t �N ow 14_ n n ' 350. N, .... +... BY- FRED W. PORTER, RCE 3'5448 EXP. OTE ....... .. . 3 .. 50 .'. .'. vt 347.20' l 347.03) ` "A": .m..cU) . ... �o o 0 .. 34839 fH% o -_�__+ _ I J FUTURE COMMERCIAL /a (NOT A PART) !f 22 8 II� Cs SE TON T QUID a+ Q w� o 1 PRIVATE STORM DRAM TO CJRVE RADIUS LENGTH DELTA TANGENT Cl 655.00 BE MAINTAINED BY HOA 2429'29" 142.16" ow N� o ---- J R/W II i I � rAPPROXJMATE'DESIGN.GRADE. ABOVE STORM DRAIN J . '�� t ^ - .-- ---- ----- -------- vi k :355 355 : ... .. .(348.99) t �N ow 14_ n n ' 350. N, .... +... BY- FRED W. PORTER, RCE 3'5448 EXP. OTE ....... .. . 3 .. 50 .'. .'. vt 347.20' l 347.03) ` "A": .m..cU) . ... �o o 0 .. 34839 NOTE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF LL 24'"1Nd E=.). '24 'INV of-' .' '. .' '.' 4.. NV E_ _. 2 S . EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE 347. 8� a s {�5 348-06• n} MoVnh . 348.29 L[o a SLOPE FROM MANHOLE PRIOR TO CONNECTION TO U ...!. ...... Zo U �..... ..... ............. :345 m POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB Zn nn .. .. .. - I m ±,� CONSTRUCT 7± L.F. 18" -� L.F. 24" . INSTALL 28:3'.24" . �-CLCP CL -3 RCP w/RGJ ... INSTALL 2842" 30" INSTALL 1325" 30" i' wCL : CL.3 RCP w/RGJ STORM DRAINo 0.687 CL -3 RCP w/RGd STORM DRAIN 0.0.11% STORM DRAIN ® 0.12% STORM DRAIN ©0.17% I ' I 335 (PRIVATE) 3 . .. .. .335 � CURVE TABLE CJRVE RADIUS LENGTH DELTA TANGENT Cl 655.00 279.98" 2429'29" 142.16" J � i CONSTRUCT 27.7± L.F. 18 24" INV E-'S=J (CONSTRUCT 17.7± L.F. 24 CL -3 RCP w/RGJ 34829 CL -3 RCP w/RGJ STORM DRAIN 0 0.25% STORM DRAIN 0 0.11% (PUBLIC) A STORM DRAIN SECTION AD N.T.S. HORIZONTAL: 1"=50' VERTICAL: 1"=5' REVISIONS APPROVED BY. �;) , 6ANlEi_ AADiLNO. 67008 DATE 360. ........_ ........................... _... _........._ .......... ............................................................. .360 W RECORD DRAWING ° ....'... 0 o ow N� o ---- J hII II i I � rAPPROXJMATE'DESIGN.GRADE. ABOVE STORM DRAIN J . '�� t II J ^ - .-- ---- ----- -------- vi k :355 355 : ... .. .(348.99) t �N ow 14_ ___ _ ._�..... ' 350. N, .... +... BY- FRED W. PORTER, RCE 3'5448 EXP. OTE 360. ........_ ........................... _... _........._ .......... ............................................................. .360 I 350' ° ....'... . .... � ... � .. i .zee . . � . . � . � ---- J hII II i I � rAPPROXJMATE'DESIGN.GRADE. ABOVE STORM DRAIN J . '�� t II J ^ - .-- ---- ----- -------- ---- -' ---- --- - :355 355 : ... .. .(348.99) O ow .. .. .... ' 350. .. ... .... .. ... . . . -- ...... ....:I..... ....... .. . 3 .. 50 .'. .'. vt 347.20' l 347.03) ` "A": .m..cU) . ... �o o 0 .. 34839 NOTE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF LL 24'"1Nd E=.). '24 'INV of-' .' '. .' '.' 4.. NV E_ _. 2 S . EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE 347. 8� .. .. o+ 348-06• n} MoVnh . 348.29 L[o a SLOPE FROM MANHOLE PRIOR TO CONNECTION TO 345 :... ...!. ...... ......... ...... �..... ..... ............. :345 w... *... 546.4.5 \—CONSTRUCT 52± L.F. 18" 30"' INV E= CL -3 RCP w/RGJ 347.43 STORM DRAIN 0 0.12% STORMDRAIN SECTION N.T.S. PRIVATE STORM DRAIN TO BE MAINTAINED BY HOA. CITY INSPECTION WITHIN PUBLIC STREET R/W. I R/W Ll R/W FUTURE COMMERCIAL (NOT A PART) �1111 Jnn. x I.— STORM DRAIN 5ECTION v N.T.S. 12 12 S49'153 E 144 Nj" — — 13 FUTURE PASEO (BY SEPARATE PLANS) og owUO WO`;. °mow ��LQ wmi"'w=y�o K Vl F W Z O W..F.N.Q zowd`;oiwos �zm `�wr �zrnwQ3QLL (9 OwN�LUa2 L�w�w 00FpV� �< wzzp aap'oowas�w+o o�a�¢k�r.Fo z a�LLazo L wz�P�o oa iw o zwo¢z�wo W -FxozwppOm go3a3w zo¢ 00 QWOQOW FT-0�p2 zowww .mow¢ pa zaz�>Qv�jC ¢wOz2UOzzLL pFzm QV Qjp'y W L W W U W WO Zp W LL a >¢pww�o wizaw Wu� o`rw>o LLic�2x Z�OwVOa- QauiT<ww��'O . '// Z NW T.2 GQop T Uw _C�F 3Zr2>O�O,ni- �K,-'YIN wwpW po�VWVz_Z2m wC O> _4_y O=Z�y>~n paF JOwC'Q`� IC JFIx oSR o x m PARK a DR SyQNARE M+ (EX/S'Tl E +r ILI) l7 II �l I IL to +98.52 Hk z o cn IQ M I 350' I F-IIII II a CO '� I II Q x ---- J hII II i I � 0� J 0 Q t II J i'I ` � III �iil, � -- 1 — - .(348.99) O ow HORIZONTAL: 1"-50' VERTICAL: 1"-5 t ' U 19 vv's 4043 f, z o cn IQ M 110 350' 24" INV N r '� I ---- 24" INV'N= (347.48 Z N LJI n m W - 348-08 0� ,.x', 0 Q t I .30:' IN S -W= i'I ` � ..� .... -- 1 — - .(348.99) O ow < ow m O I� oz ' 347.96 7l0 ' 347.4,3 3 G . .'. .'. vt 347.20' l 347.03) z 4 "A": .m..cU) . ... �o o 0 ,.A„ NOTE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF LL oti o a ari EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE .. .. o+ K n} MoVnh a SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF to vlvro- 340' m POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB LE TO MANHO. nn .. .. .. - I m ±,� ...........'. t ' U 19 vv's 4043 f, z o cn T LLI Zo .I i I 350 350' 24" INV N r '� I ---- 24" INV'N= (347.48 Z N LJI n m W - 348-08 0� ,.x', 0 Q t I .30:' IN S -W= i'I ` � ..� .... -- 1 — - .(348.99) ' 24" INV E- 30" INV E= 18" INV S 30" INV E `,N . 30" INV E I� 345. ' 347.96 7l0 ' 347.4,3 3 G . .'. .'. 348-20 347.20' l 347.03) :.345 - . .. . . . .'. . 24: MV W= . . . . ... m 'L 9� 5EE NOTE ,.A„ 01 347.9 U: LL a o a d .. .. 340' Z .. .. .. .. .. :340 ...........'. . INSTALL 28:3'.24" . CJ -3 RCP.w/RGJ STORM. DRAIN 9-0,11A-= ' ... INSTALL 2842" 30" INSTALL 1325" 30" i' wCL : CL.3 RCP w/RGJ STORM DRAINo 0.687 CL -3 RCP w/RGd STORM DRAIN 0.0.11% . �" ' cD 335 .. 3 . .. .. .335 � 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STORM DRAIN PROFILE 0 ° /7! K c o � � a N z a N �. i p N U z o cn T LLI Zo .0 ry <W F M s6 v7 a) X i W U) 129 w Qx ro LU m ry W - m W Z N Z N LJI n m W 0� 0 Q i'I ` � W d 0 4 zJ m � Z ww� IS 01 LL a o a d N M (J Q Z < LLlz rve LJ— CLLjW LLI wCL I w cD S 3 � � w N 0 ° Q w c w � DATE 12/11/2014 PA JOB -No.-. 13-2750H. E SHEET OF 15 SHEET O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT � INSTALL SEWER — INSTALL STORM DRAIN CL 0 Q INSTALL STORM DRAIN MANHOLE [] INSTALL STORM DRAIN JUNCTION BOX LU INSTALL TYPE "A" CATCH -BASIN - RIGHT -OF -`NAY LU — - -- - EXISTING SEWER — EX S —EX SD— EXISTING STORM DRAIN /" EXISTING EDGE OF PAVEMENT. SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 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 GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. v 1 1111 Imu °'z wa mcg w I I � + I ' a 149-15 r '32'W 1i�1 1°J � �, t I � I viQ I a z �I SII; x II i w 'III 1���1Iuu '� III VIII PARK SQUARE DRIVE (EXISTING) NOTE "8": CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND PAVEMENT ALONG THE WEST SIDE OF PARK SQUARE DRIVE CENTERLINE. SAWCUT AND REMOVE PAVEMENT ONLY ALONG THE EAST SIDE OF PARK SQUARE DRIVE FOR CONSTRUCTION OF PROPOSED JUNCTION 80X. GRIND AND OVERLAY PAVEMENT UPON COMPLETION OF IMPROVEMENTS. EXACT LIMITS OF REMOVAL AND OVERLAY TO BE VERIFIED WITH CITY ENGINEER. 04 �dVO Om m 1-02~ DW¢ 'PUrIiW wZ,i r W ,wpw LLl yhjQFLwI FOO,x$0a wiaz�zaw�o o�mmQ zo �lW oz�yvi� ww5U0 Q�U'S �zm IpwZ Wv)U <9F1 -F N�S.i�F O- K Sa OOOw¢'/+m C'1 apoli-ak,S-F=z oz��.LL.Sozyo zz5 az"o�5 ww>>o=zi�5 v a wx I- o �z=��omFm oo3a3 wwzo¢ O Z¢ 0 6 S.V zO K U C N LL N Z p 4 zOwwwOwrj¢¢ paZdF-w>prn� 1= o ipozz UFUwI_Za W 60,y Z9iy2NmU LUVCOW jVUp=�� W� j Zr Q W W W O Z O p n x <It�FQww0�0 5 5 w W li O. m =rgm6rx/, Oyw FEW zw¢.w wwyo�uz¢y>w 5xo5wz� FF-ORF-VUSQ� ¢T i F- Ld = V) ®� LLI V CL � h LIJO CL 0 m O v 1 1111 Imu °'z wa mcg w I I � + I ' a 149-15 r '32'W 1i�1 1°J � �, t I � I viQ I a z �I SII; x II i w 'III 1���1Iuu '� III VIII PARK SQUARE DRIVE (EXISTING) NOTE "8": CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND PAVEMENT ALONG THE WEST SIDE OF PARK SQUARE DRIVE CENTERLINE. SAWCUT AND REMOVE PAVEMENT ONLY ALONG THE EAST SIDE OF PARK SQUARE DRIVE FOR CONSTRUCTION OF PROPOSED JUNCTION 80X. GRIND AND OVERLAY PAVEMENT UPON COMPLETION OF IMPROVEMENTS. EXACT LIMITS OF REMOVAL AND OVERLAY TO BE VERIFIED WITH CITY ENGINEER. 04 �dVO Om m 1-02~ DW¢ 'PUrIiW wZ,i r W ,wpw LLl yhjQFLwI FOO,x$0a wiaz�zaw�o o�mmQ zo �lW oz�yvi� ww5U0 Q�U'S �zm IpwZ Wv)U <9F1 -F N�S.i�F O- K Sa OOOw¢'/+m C'1 apoli-ak,S-F=z oz��.LL.Sozyo zz5 az"o�5 ww>>o=zi�5 v a wx I- o �z=��omFm oo3a3 wwzo¢ O Z¢ 0 6 S.V zO K U C N LL N Z p 4 zOwwwOwrj¢¢ paZdF-w>prn� 1= o ipozz UFUwI_Za W 60,y Z9iy2NmU LUVCOW jVUp=�� W� j Zr Q W W W O Z O p n x <It�FQww0�0 5 5 w W li O. m =rgm6rx/, Oyw FEW zw¢.w wwyo�uz¢y>w 5xo5wz� FF-ORF-VUSQ� HORIZONTAL: 1"=50° VERTICAL: 1"=5' CELE&TIAL COURT c P H E ey) z 1EVISIONS APPROVED aY 1 - _F REO W PORTER, R t E. NO 334148 OWE ,P IFRN EL � 514 A A P C.E. N0, 67008 DATE RECORD DRAWING I poAsEs 2, 3 4 4 o0L-1 "3 _ __.._..A — n....T 6Y: FRED W. PORTERICE3 44 %R Dpil 360 ... ... ... ... ... ... ... -w x pZ m z 0 mol F TO z r� p SIN... 360 355 :..................... ...... ---- '.......355 I.. . 11Y . 350....:......... ...:...........:.. :...:...L . _ :18" INV. 'W_18"47.&5 1 -347.59' 345 ..............................1.............345 (NSTAU 51.0' 18" 340.... ....... ...... .... CL -3. RCP. w R);J. ...... , 340 10+00 11+00 STORM ORAIN ®011% 12+00 az � � 0 o � V = DATE 12111/2014 i PA JOB No. 13-2750H. SHEET a n OF 15 SHEETS1 1 � h m Z LU d LU O 0 w z a LU w °LLw ---�LU0 m NEER _> U o w U p ��d�1Sl0 SSR_ iu. HORIZONTAL: 1"=50° VERTICAL: 1"=5' CELE&TIAL COURT c P H E ey) z 1EVISIONS APPROVED aY 1 - _F REO W PORTER, R t E. NO 334148 OWE ,P IFRN EL � 514 A A P C.E. N0, 67008 DATE RECORD DRAWING I poAsEs 2, 3 4 4 o0L-1 "3 _ __.._..A — n....T 6Y: FRED W. PORTERICE3 44 %R Dpil 360 ... ... ... ... ... ... ... -w x pZ m z 0 mol F TO z r� p SIN... 360 355 :..................... ...... ---- '.......355 I.. . 11Y . 350....:......... ...:...........:.. :...:...L . _ :18" INV. 'W_18"47.&5 1 -347.59' 345 ..............................1.............345 (NSTAU 51.0' 18" 340.... ....... ...... .... CL -3. RCP. w R);J. ...... , 340 10+00 11+00 STORM ORAIN ®011% 12+00 az � � 0 o � V = DATE 12111/2014 i PA JOB No. 13-2750H. SHEET a n OF 15 SHEETS1 CONSTRUCTION NOTES G - INSTALL SEWER MANHOLE SD STORM DRAIN STATION INSTALL SEWER CLEANOUT SS SANILARY SEWER STATION INSTALL SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. —'_- INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. OD INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Q INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER �a INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7` MAX. OF COVER AT THE PROPERTY LINE. - - — RIGHT-OF-WAY IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S— EXISTING SEWER - -EX SD EXISTING STORM DRAIN _ —� 'X EXISTING EDGE OF PAVEMENT INSTALL 14' WIDE DO TD DING- p 13 C.O.B. x — I I � Z F .0 // xN II IAL \ 2� O rn m I I II Ioi w D I 1 I I I I o I 11 �Irn x I I ` N I MIAX I I MAX I I 1 � I 1 � I I I II m) I 26.4 4.I \\ xl5 FO I N �\. G _ — q4� —�3 D \ TEMPORARY SUMP-11- SUMP UMP8SUMP BOTTOM = 340.7 SUMP HIGH WATER = 348.7 VOLUME REQUIRED = 1.00 AC -FT VOLUME PROVIDED = 1.01 AC -FT RECORD DRAWING BY: FRED W. PORTER, RCE 33448 EXP, DATE R/W m R/W CL -3 RCP w/RGJ STORM DRAIN 0 0.26% TfA TEMPORARY SUMP B SEE DETAIL LEFT I I L l I i r � 1 LW E•1 filrlNE - ('NA `.E Co 44 45 0oiE: SEwE/L +' STo2M pRAna HAnINoIEs WiTN�+-1 LapE.I fJR�4£- � -�E 0.1(oRA �� �C'A5` �L `� I FWASE { ?+£ RFLK.J 'TV C2AOF prib IaKE cF Cbrv\Ftf-T�iT! 2 "U0 PE2 APVKOV5o YMAfi 7347 1 SEwEa L SfoKN YIRA�wI (-1-ANS ��� �� tf. p��'7gt ^f o. ((, pATEO NAfGC9 29, Z"%,%5 APPMOVEO EY crry oF- 6Aue Ks f\e Lo Pu iuc. womYt rl"',ro la LE'rrF&. VATEv am w 0 p U ITE, w O J U 8owH mo wmiz�p1�FW � C7 .� c.j 1-o:Fti�i�a M z. ws¢zr��w�o vJ J^ m �n N O F.o�koz;vri v,� w Z L w¢Wwor�x �zm LLI .cl N � wzz � Q• O cp oz��c�i opo rn v_ X wwow �coi.¢.zp /U) 0 0 LQI W y.OU // t�z OOv�OZOSa C7 N o w'zww�°�.00 U)Z 0 `.. > o z < i CO Z o r. LU W W v N O �zow�i�poU¢ 'ys U' (n ry zOwww`"-K.OZQ 1! Y UJ in <zoz�QzzZU N o co �Qo>UUpO�LL L®L N ¢��)OUO�QFFx. - i �mwx�.zaaon. o,nk a 0 ao'w E�p¢m 'iwoo'wz ,ai,r� �: x zxo�wzx rron�c�p.¢a� is F�J 0 I � a W a w C� w�> >� Boal ~- : .,cop W Lil F _ v Lli V) C�.W h n O w 11 RECORD 9g'Ll O/Daa T's4p SES. S'i ZN aF-1V� i i L II i�l� �� M1 Yl W. POSTER,RCE 44 Ex., DATE �� m J NV U pOU - pO yp d"h �h r i.� y va: �.ci ^ \3 ice® u�irwP� Noi') Fri t�.Ju.,� Coln �( w vt4t O aN VI rt'N U) / / H vlsl�iN APPROVED Y:_® (OFF-SITE) _/v_ �,. 0 i 00Z HORIZONTAL: 1"=50' ® . rRE:k:r V. PC', a I.,N, s' U E.IvO, 3ffi:42 DATE VERTICAL: 1"=5' uj 2 1} f Dnp pJ (PRIVATE) 0 �.-.......ry._..._—.. INSTALL 10' ( / � p � � _ Da1NIEL PADILLA, RC.E. N0.61008 DATE 8" PVC SEWER L✓y /ry L�....,.".�...._..,. ..nW,_....... -.... „._.„..._._„.,,.,.�..,._.___w_..__...,e-. 0 0.25% INSTALL 400.0' 0 J 4/ J &” PVC SEWER 0.25% it - IF, II F- h II z o II- N CO ui c a_nw I0y LLJ O�ow 000 ZZ SLI v�U Vq� ` MI W �� O �W 6;M O iJ 4�/ VI N �i Vf n 360 . . . . . . . . . . . +a . +,n +o o� +.+v . 360 o o a.r avi �.r ye wa Lu N ®� ® Ci N N a ILL N N APPROX/MATE DESIGN GRADE ASO WE _ ' + ' o fY : 1 N .. SEINER .AND STORM DRAIN z e e a .Io. J I:w 355:. �'-- _ ___. _ 355 --- 0 .O� �„ . ---- U- 350 .. .. . 350 .� 18" IN S= /24" INV E W 345.58 - CONSTRUCT :OUTLET STRUCTURES 345 50, PER C O.B STD. . . D 11 i - W 345: F24 INV E -W 345 r . 345.58. m 7 v � J r: ' BOTTOM 5UMP=340.7 � a ____ 340:...:...:. z4" 34 E- ..... .. .. 340 % 347.12 z m O . . I a o 335 ..... .......:.. ...... B" INV E_ ................:...: 335 2 DATE 1 211 112 01 4 335.91 . tiL F- P . �\ i A.JOB NU 13 2750H ......................... ............L........ 3Sed.:. .............. v SHEET %I INSTALL 84.6' 94" INSTALL 96.9' 24" 330. r,,.. CL -3 REP w/RGJ CL -3 RCP w/RGJ 330 STORM DRAIN ®5.18% 'STORM DRAIN b 08% _ 44+00 45+00 46+00 47+00 48+00 N SEWER—STORM DRAIN PROFILE a / IDUH 15 SHEETS I;I CONSTRUCTION NOTES M YZIM U nM U L OO INSTALL SEWER MANHOLE SO STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION � ,sa W O INSTALL SEWER ALL PLAN VIE -W STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -- INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. o❑. INSTALL STORM DRAIN JUNCTION BOX ALL SEWER L-ATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AF GUTTER I 34J G3 -w INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. - - -- RIGHT--OF-WAY PLUG END DRAIN SECTION IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER K II II N 18_IN V_E=�-- 18" INV E= LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S -- EXISTING SEWER 344.61 INV W - CONSTRUCT 5t I.F. 18"- �X SD— EXISTING SFORM DRAIN STORM DRAIN C,9 0.257 EXISTING EDGE OF PAVEMENT STORM DRAIN SOU ARE DR1VE P AR SEE SHEET 7 a I r�q+54-4 M 0nz z ��'0 a'owlet 0 00oo � z � 601 +a 3 pRw n REVISION` APPN(VF"D Sy t DATE R.c E. Ho 3344B DA 00� 00 ' FUTURE TRACT 7248 (BY SEPARATE PLANS) 1 1 , \ , I 1 1 \ 1 \ P T r \ 1 1 F TR ST )2 AS AR rl \\ p0(\+\ OF TRACT 7248 PANS _ - -- �- 1834_� �� it Av� -S63'3547•Es^ �w _ � --- � If \ O m O U 51 — a, b \ --.N \ 3 V t�� vyi v 50 , sl I I ' 1 V O r =1� m I-49 x µ0 Z Yz 0 �Yrn � G m (FUTURE) rN(n HORIZONTAL: 1"=50' w � M YZIM U nM U 1� 345.08 CL -3 RCP w/RGJ 48' INV E -S- 342.53 rl,(1 42" INV W=342.58 Ol 0 J�itI E o O � ,sa W O 5' S' � T rr3 i T �®I ;n � \j II N CL -3 RCP w/RGJ u \ N.T.S. H II II IIIB" SWR WV= I `2 I 34J G3 -w � �N III IL_ ____ CS Nr + U PLUG END DRAIN SECTION _I K II II N 18_IN V_E=�-- 18" INV E= (n 24' INV N -S= 344.66 344 62 8" 344.61 INV W - CONSTRUCT 5t I.F. 18"- 344.61 CL -3 RCP w/RGJ STORM DRAIN C,9 0.257 STORM DRAIN SECTION ,..;, r` �11 rtt N.T.S. WOODLAWN WAY SEE RIGHT CONSTRUCT 5t L F 18 CL -3 RCP w/RGJ II it STORM DRAIN 1.03% �I II I} III I, 1 8' INV - I INV= II .1 III iL 347.35 347.in n �I II _ - PLUG lu 1 11 M i,D YZIM M i U 1� 345.08 CL -3 RCP w/RGJ 48' INV E -S- 342.53 rl,(1 42" INV W=342.58 Ol STORM DRAIN 00.25% OM J O N Q T rr3 i T �®I ;n � \j (➢ V N N CL -3 RCP w/RGJ Z Z \ N.T.S. CONSTRUCT 5t L F 18 CL -3 RCP w/RGJ II it STORM DRAIN 1.03% �I II I} III I, 1 8' INV - I INV= II .1 III iL 347.35 347.in n �I II _ - PLUG I \18" INV E_ M i,D YZIM M i U 1� 345.08 CL -3 RCP w/RGJ 48' INV E -S- 342.53 rl,(1 42" INV W=342.58 Ol STORM DRAIN 00.25% OM J O N Q T STOR DRAIN SECTION �®I ;n � \j (➢ V N N CL -3 RCP w/RGJ Z Z ry N.T.S. H STORM DRAIN 0 0.10% `-CONSTRUCT `2 V> � �N OUTLEF STRUCTURE CS Nr + U STORM DRAIN SECTION _I K II II N LD (n 0 ZD w j W r` �11 rtt ---- q ;�- __�-I_— r T. ----_� CONSTRUCT 5t L F 18 CL -3 RCP w/RGJ II it STORM DRAIN 1.03% �I II I} III I, 1 8' INV - I INV= II .1 III iL 347.35 347.in n �I II _ - PLUG OF ---- --} I! (l O '60 iFUUB/�EE SAN 6 z NF OZ ww C w 1 URE STR E� q y FR5 o' EEo A r / :7/ A" 12'Ir 18' 0'rl r. tl 3r r „ F LEFT Eo SAW 78' 1 3 rJ ' r tL r FUTURE TRACT 7248 F ` 'rrr 8 130.111 ; ; o n l r I S/W r7r 18 16 �, (PART _ � I r,` / 1 /i ,l/ (BY SEPARATE PLANS) � s � u — '1 7 3 N FANS -�� r' a 11 n /j�!� rsa �, FUTURE. SEWER AS PART�iT �W OF TRACT 7248 PLANS v f IL " f( I\ _1___ ___ _ _-, r \\ ----------- _2�- -_ _ rir r l \� --_-'- 4 W \ -SO9'42'1 �s l /i' 1 ` `° 2 W ----J ' ii I �._- �I-- 12 _ - � _ �j - ;ni 3 - \\\ S 00'57 4Y W p Q W _ __ -� i2+fi"rofr -(0 � II L\\ I\�\ I 1111 ILI FUTURE TRACT 7248 Ir I �-.-- (BY SEPARATE PLANS) JUBILEE LANE = MAGENTA DRIVE o SEE LEFT 1, g SEE SHEET 15 < �t� O O Z Q M i �o vi N� t ° '• C..' _ .HORIZONTAL: 1"=50' VERTICAL: 1"=5° (FUTURE) --------------- --------------------------- -- - - o _ -_ ..__ -------------- -- -___---_I _________ I \18" INV E_ CONSTRUCT 53 L.F. 18"_71d YZIM M i U 1� 345.08 CL -3 RCP w/RGJ 48' INV E -S- 342.53 48" INV= 42" INV W=342.58 �0] STORM DRAIN 00.25% OM J 48" INV N=342.58342.48 :b30 :OHO STOR DRAIN SECTION �®I CONSTRUCT 51t L.F. 48" ZM Z CL -3 RCP w/RGJ Z Z ry N.T.S. H STORM DRAIN 0 0.10% `-CONSTRUCT `2 V> � �N OUTLEF STRUCTURE CS Nr + U STORM DRAIN SECTION PER C.O.B. STD. DWG. D -I1 'A rN N N.TS. (n OF ---- --} I! (l O '60 iFUUB/�EE SAN 6 z NF OZ ww C w 1 URE STR E� q y FR5 o' EEo A r / :7/ A" 12'Ir 18' 0'rl r. tl 3r r „ F LEFT Eo SAW 78' 1 3 rJ ' r tL r FUTURE TRACT 7248 F ` 'rrr 8 130.111 ; ; o n l r I S/W r7r 18 16 �, (PART _ � I r,` / 1 /i ,l/ (BY SEPARATE PLANS) � s � u — '1 7 3 N FANS -�� r' a 11 n /j�!� rsa �, FUTURE. SEWER AS PART�iT �W OF TRACT 7248 PLANS v f IL " f( I\ _1___ ___ _ _-, r \\ ----------- _2�- -_ _ rir r l \� --_-'- 4 W \ -SO9'42'1 �s l /i' 1 ` `° 2 W ----J ' ii I �._- �I-- 12 _ - � _ �j - ;ni 3 - \\\ S 00'57 4Y W p Q W _ __ -� i2+fi"rofr -(0 � II L\\ I\�\ I 1111 ILI FUTURE TRACT 7248 Ir I �-.-- (BY SEPARATE PLANS) JUBILEE LANE = MAGENTA DRIVE o SEE LEFT 1, g SEE SHEET 15 < �t� O O Z Q M i �o vi N� t ° '• C..' _ .HORIZONTAL: 1"=50' VERTICAL: 1"=5° (FUTURE) --------------- --------------------------- -- - - o _ -_ ..__ -------------- -- -___---_I _________ SUMP D 110 SEE DETAIL SHEET 2 z a -0 b5< d QX 0 0 0w z w O pF 0°IZ C/(' +� p'rI A S HORIZONTAL: 1"-50' (FUTURE) F®TU) VERTICAL: 1"=5' VERTICAL: i°=5' e A /V 2,3 BY: FRED W PORTER, RCE 3344& EXP, OATe II F- � II 1- <V ii R -I � Ito OO O OZ an d m Oz m VZ m 4z m O tp0 +-tppJO r.r���O .�V O ...O N F M K Oo 0 NN 0 7W,U ON 0 Na- 0 corp "] «)tt) r<im Z d'" -i Z -4:p Z '6h z 360. + i ++-+*' ++'.. ++' + ' .......360 . .w o, s 00 0 ao �. 00 ..�.-Id m y o N� M . . APPROXIMATE DETIGN GRADE 355 F. sti �h .:..�� :. ABODE sroRM. DRA/N s�9.:.. t o.. . . .:355 �h - _— - NOR FI . 352.89 .........350 ' � � 345:...: ....... 18 INV E- \ '24" INV' S= . 343.11 x 344.58 '42"'INV W-342:582 INV E -W= 42" INV E -W= 42" INV E -`N= '48" INV' N-342:58 18" INV = .342.91 342.86 342.70 . 340 ` 42.92. ..................... 1 ... ... 340 4'1" INVN E ... 342.92. I 335 :...:... ...:...:...:...:...:...:...:......... . ... ...... ..... I:...:.... 35 3 INSTALL 11.3' 42' CL 3 RCP w/RGJ STORM DRAIN 0.08%� - INSTALL 57.6' 4Y � INSTALL 2000' 47-' INSTALL 143.3' 42 , 1-3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.08% CL -3 RCP w/RGJ STORM DRAIN 0 0.087 ' 330. .STORM DRAIN 52 0.08% . .� . �'. . . . . . . . .330 INSTALL 19.7. 18" 10+00 11+00 12+00 13+00 14+00 CL -3 RCP w/RGJ STORM DRAIN 00.96% STORM DRAIN PROFILE 0 OwwO LLO rn-' 2OVai U�F Z � m FWarO ¢ �O�til?izo-z a�zp� x"-io 02Jy,iiU xx3 r�zQ zw� az �LL LFJ no;io3 6000 UO,Wjr U, Qpn1x-¢��Ftp ozp3pxzo' oz>w (9WO�W W`�UaGO z zo zzo?rc o� owoo-.oa ww>j OUzrp`Y U Q ¢r Fozw.o zo om z-rr wl- go3a3aaWozo a' OFZaWTw�p Z> z Oww.irLLKGz¢ o xoozzo ViU HZ QpW F -c 34z wLL waw GWoowLL ci�az QUZ O� wp tnU, txir d• � p > O F- zrjx=_wzQ¢w oworc w">'Lwpm ti w�z�wmaw om Owz�zzQ� i='9�ioQa' z� I-HpO-FUTKQ� H� �I;�;s FSI;k RIE x i src��,, \ .i = ILLI OZIo aZ O oZ O ow m O,+x-`I Om ^�'y ¢,�\ {L} Nr7 J iN WW NO Z mOiZ rn0 Z no Z vi N;Z gi, \\•A\\\ O MZ Zi .JJQ "U< ."'V Q O upO . O Q W Z djN mM Nolii -0 0 O\D U 360. N ° ° " ......... ..... "M " .......... 360 ala . �gP.. 360 360..�� . +± �� . . Nm. . Mm FI'� .+ ti. r o -moo. O. m . . �. .N APPROXIMATE DESIGN GRADE ABOVE : APPROX/hfATE DES/GN GRADE < U. 355 :. .��A�'�:.. :. _ STORM DRAIN Se ... ABOVE STORM DRA/N Las iW . 355 355 . ��m .. 5 r -=----- ----- ------ -- - 35 I 350 350.. .I ... 350 350 ... I I I . 7 M Lu z ` o Lu 0 N QD U N Nx oa .N < J c (� `LLN Z W m N W N (MM Z N o Z M LLJ W F- �/ V cr_ O 0 �\W ®e 1 a z p w {> r w� KZM YZIM M i U OOUz j 0 �0] 0 OM J O :b30 :OHO m O �®I ZM Z N Z Z NM H `2 V> � �N � CS Nr + U O N O O 'A rN N N (n SUMP D 110 SEE DETAIL SHEET 2 z a -0 b5< d QX 0 0 0w z w O pF 0°IZ C/(' +� p'rI A S HORIZONTAL: 1"-50' (FUTURE) F®TU) VERTICAL: 1"=5' VERTICAL: i°=5' e A /V 2,3 BY: FRED W PORTER, RCE 3344& EXP, OATe II F- � II 1- <V ii R -I � Ito OO O OZ an d m Oz m VZ m 4z m O tp0 +-tppJO r.r���O .�V O ...O N F M K Oo 0 NN 0 7W,U ON 0 Na- 0 corp "] «)tt) r<im Z d'" -i Z -4:p Z '6h z 360. + i ++-+*' ++'.. ++' + ' .......360 . .w o, s 00 0 ao �. 00 ..�.-Id m y o N� M . . APPROXIMATE DETIGN GRADE 355 F. sti �h .:..�� :. ABODE sroRM. DRA/N s�9.:.. t o.. . . .:355 �h - _— - NOR FI . 352.89 .........350 ' � � 345:...: ....... 18 INV E- \ '24" INV' S= . 343.11 x 344.58 '42"'INV W-342:582 INV E -W= 42" INV E -W= 42" INV E -`N= '48" INV' N-342:58 18" INV = .342.91 342.86 342.70 . 340 ` 42.92. ..................... 1 ... ... 340 4'1" INVN E ... 342.92. I 335 :...:... ...:...:...:...:...:...:...:......... . ... ...... ..... I:...:.... 35 3 INSTALL 11.3' 42' CL 3 RCP w/RGJ STORM DRAIN 0.08%� - INSTALL 57.6' 4Y � INSTALL 2000' 47-' INSTALL 143.3' 42 , 1-3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.08% CL -3 RCP w/RGJ STORM DRAIN 0 0.087 ' 330. .STORM DRAIN 52 0.08% . .� . �'. . . . . . . . .330 INSTALL 19.7. 18" 10+00 11+00 12+00 13+00 14+00 CL -3 RCP w/RGJ STORM DRAIN 00.96% STORM DRAIN PROFILE 0 OwwO LLO rn-' 2OVai U�F Z � m FWarO ¢ �O�til?izo-z a�zp� x"-io 02Jy,iiU xx3 r�zQ zw� az �LL LFJ no;io3 6000 UO,Wjr U, Qpn1x-¢��Ftp ozp3pxzo' oz>w (9WO�W W`�UaGO z zo zzo?rc o� owoo-.oa ww>j OUzrp`Y U Q ¢r Fozw.o zo om z-rr wl- go3a3aaWozo a' OFZaWTw�p Z> z Oww.irLLKGz¢ o xoozzo ViU HZ QpW F -c 34z wLL waw GWoowLL ci�az QUZ O� wp tnU, txir d• � p > O F- zrjx=_wzQ¢w oworc w">'Lwpm ti w�z�wmaw om Owz�zzQ� i='9�ioQa' z� I-HpO-FUTKQ� H� �I;�;s FSI;k RIE x i src��,, \ .i = ILLI OZIo aZ O oZ O ow m O,+x-`I Om ^�'y ¢,�\ {L} Nr7 J iN WW NO Z mOiZ rn0 Z no Z vi N;Z gi, \\•A\\\ O MZ Zi .JJQ "U< ."'V Q O upO . O Q W Z djN mM Nolii -0 0 O\D U 360. N ° ° " ......... ..... "M " .......... 360 ala . �gP.. 360 360..�� . +± �� . . Nm. . Mm FI'� .+ ti. r o -moo. O. m . . �. .N APPROXIMATE DESIGN GRADE ABOVE : APPROX/hfATE DES/GN GRADE < U. 355 :. .��A�'�:.. :. _ STORM DRAIN Se ... ABOVE STORM DRA/N Las iW . 355 355 . ��m .. 5 r -=----- ----- ------ -- - 35 I 350 350.. .I ... 350 350 ... I I I . 7 M Lu z ` o Lu 0 N QD U N Nx oa .N < J c (� `LLN Z W m N W N (MM Z N o Z M LLJ W F- �/ V cr_ O 0 �\W ®e 1 a z p w {> r w� L M i U � a j Was j 0 CL CL L LJ �®I LL 1 +"I W _j V> a ufA' Wi LL] W CL ZD w r` �11 rtt 7 2 ,3 v\ r 7 \N DATE- 12/1112014'. PA JOB No 13-2750H SHEET OF 15 SHEETS If i FUTURE TRACT 7246 12 18' <' -11611-1 (BY SEPARATE PLANS) ` N' W 1 �I i LJ - _ z fy O -r - 5 F o. J "17F982fq 33+42.821 -- t ID U L'J — L .Uv l 411 _' IL _ / 21.0' VINERY WAY SEE RIGHT (FUTARE) HORIZONTAL: 4d% VERTICAL: 1"=5' (PRIVATE) ISH INSTALL 160.0' INSTALL 55.0' 8" PVC SEWER 0 0.35% 8" PVC Klin CONSTRUCTION NOTES oLL . OS INSTALL SEWER MANHOLE SD STORM DRAIN STATION Pd00 LOW © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION ' O- INSTALL SEWER ALL. PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. --- - INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNI -ESS OTHERWISE NOTED. © INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. U7 GD' INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER Z. c `p INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. +� — - - — RIGHT-OF-WAY zrct-FW�oLLxs 'W ; IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER .. ... da ........ qP P- ¢a�-�izzc�i��w3 ... .. LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -`NAY. - -- EX S EXISTING SEWER N —EX SD EXISTING STORM DRAIN 0 «, .NQ M// d/ - EXISTING EDGE OF PAVEMENT ABOVE SEWER MAIN If i FUTURE TRACT 7246 12 18' <' -11611-1 (BY SEPARATE PLANS) ` N' W 1 �I i LJ - _ z fy O -r - 5 F o. J "17F982fq 33+42.821 -- t ID U L'J — L .Uv l 411 _' IL _ / 21.0' VINERY WAY SEE RIGHT (FUTARE) HORIZONTAL: 4d% VERTICAL: 1"=5' (PRIVATE) ISH INSTALL 160.0' INSTALL 55.0' 8" PVC SEWER 0 0.35% 8" PVC IIZN II Z[V 'r�yfl a•� C6W W T WZ 360... ...........: 360 APPROXIMAT DES/GN GRADE ... ���0 .ABOVE SEAR. h1A/N . . 1 : ,SW�W �� L - -- 355:.- - ...... ............... :... ...:... 355 350 .......... ......................... ........I................ 350 .INSTALL. 10.0' LF. 8" FVC SEWER ® 0.35%--,, (PLUG END) 8' INV E- 345. . '345... 345.30 ........ 345 x`20 � 0go- s 340:.. �% 6'' \", : ...: 340 335:.. ............ ...... :...:...: 335 330, ......:...:... ...... .... ..... .....:. ............... 330 12+00 13+00 14+00 15+00 'j SEWER MAIN PROFILE ry rr PL ��yyE N rc gS�r v v v N6 �v V`� `2, v v vv vvvv AA V A v1p�PCU�� S 6UW \ O O Vn INSTALL 181+7' FUTURE TRACT 7246 (BY SEPARATE PLANS) _ I - I I __ 12 _� = N89'0 '50"W a o w 14 111 �I �/O C F' �--1 A ri [' (FUTURE) (PRIVATE) INSTALL 222.9' 8" PVC SEWER 0 0.35% R EVISIONS APPROVED BY, I � n _4 FR -01W. PORTER, E.R R.O.E. NO. 33448 dSAPdIEL PAfaR_LA, R.C.G. NLi.6?003 iltiif� PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. V FUTURE TRACT (BY SEPARATE PLANS) INSTALL 8" PVC SEW N_ HORIZONTAL: 1"=50' VERTICAL: 1"=5' ISH I� c"1v Klin I.-.cy_N oLL W � W Pd00 LOW /Y O OZ'U O- Q rwnmNv,- W. O? � d Z 4 M M s z 0C,g U7 �o 6 n oW u,LL hoz-`v, vii z�wW��zL LLI Z. c `p wm zm �ioyiwwi+a.LL F— +� h. rn zrct-FW�oLLxs 'W ; 360. .. ... da ........ qP P- ¢a�-�izzc�i��w3 ... .. (gym �� za000w¢ N N.X APPROXIMATE DrC'S1GNGRADE W CW OP mU 0 «, .NQ V$� ABOVE SEWER MAIN LL o$ moi � Z ' sy cox owzwpazti. _ - -- v,o -x¢oc�r'nzzw < ill -m a�Fn zw000m oo$¢�wozoa ��( W N M W �Nd 355. ------------------ - `h .... p wCPwa�oO a�vuinLL (� in N boa or// 1 � LLJ .............. C) zQzeiow�aa Ll. L- r N.(O pzzi-cwiozzo fy�✓ � LLi�'w�_z¢Ow Zm2� 4INp_ ly b p 10.0' L.f. ... ...... .... 6" PVC SEWER 0 1.00% P Ow�OC�rF UG END) 350. ......... U' mwxoz6¢pp ...... LL ........ . _.... ...... ... ............. ....... ZP2Ut7W2W�W 350 KOx�wxwOm PW 347.76 aK��WU�d>I- a WmVOiZ rpY v, SS.�2i-�Ptt6� /1 5 45345 9. . . ... ... ... . ... ... .. .. .T6.o� . .. . . . ... ... .. R EVISIONS APPROVED BY, I � n _4 FR -01W. PORTER, E.R R.O.E. NO. 33448 dSAPdIEL PAfaR_LA, R.C.G. NLi.6?003 iltiif� PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. V FUTURE TRACT (BY SEPARATE PLANS) INSTALL 8" PVC SEW N_ HORIZONTAL: 1"=50' VERTICAL: 1"=5' i wj W �v IL N Q� w p�p z LI LLL ujN `J \ n 0 a z Lu a LLI z �q� M uj 00 C' a � P > �n VI O -1 c � 4. e C n z W o �a DATE 12111> IPA JOB No. 13-2750H � E SHEET E 0 OF 15 SHEETS ISH I� c"1v Klin I.-.cy_N K W � W O OZ'U O Q W Z 4 o s 0C,g c t 6 n oW wm +� rn 60 360. .. ... da ........ .... f± ... .. �� N APPROXIMATE DrC'S1GNGRADE W �°� v, ABOVE SEWER MAIN ' sy ...... mss - -- i _ ---- o 355. ------------------ - .... ,' -- - --- :355 ... .............. .. ...INSTALL 10.0' L.f. ... ...... .... 6" PVC SEWER 0 1.00% UG END) 350. ......... ...... LL ........ . _.... ...... ... ............. ....... 350 / 6" INV E_ 347.76 a /1 5 45345 9. . . ... ... ... . ... ... .. .. .T6.o� . .. . . . ... ... .. ... ... .. ... 340....... .. ............... ..... ... ... .... .... ..... ..... ... ....340 335: ...... .. .... .. ... 335 330: ................. .... :... ....:. ....... ...:.... ..:... ............ ... .:.. 330 10+00 11+00 12+00 13+00 14+00 15+00 16+00 i wj W �v IL N Q� w p�p z LI LLL ujN `J \ n 0 a z Lu a LLI z �q� M uj 00 C' a � P > �n VI O -1 c � 4. e C n z W o �a DATE 12111> IPA JOB No. 13-2750H � E SHEET E 0 OF 15 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE SD STORM DRAIN STATION n n a n u n vi © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION `" o, II' x i G. a I 40 li i.. D G'_ yh 'F 5, y INSTALL SEWER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. d -- -- – INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. © INSTALL STORM DRAIN MANHOLE - ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Q INSTALL STORM DRAIN JUNCTION BOX ALL:SE`NER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER A? GUTTER CONSTRUCT 9.7± L.F. 18"- 1 CONSTRUCT 9.7m L.F. 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ INSTALL TYPE "A' CATCH–BASIN FLOWLINE AND ,4 2.25' MIN. – 7' MAX. OF COVER AT THE PROPERTY LINE. STORM DRAIN 0 1.03% !, STORM DRAM 0 1.G3% -- – – — RIGHT–OF–WAY IN CUL–DE–SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER I - PLUG END... f_X.. S -- EXISSEWER LATERALS ARE ON .CURVE ALONG STREET RIGHT–OF–WAY. L 18" SJINV- TING 18" INV= 18 INV w= 18" INV= 18" IN 346.44 -X SID EXISTING STORM DRAIN 346.59 346.61 346.49 24"'INV N= 346.59 PLUG END EXISTING EDGE OF PAVEMENT 18" INV N -E -W= j -8" INV S -E -W= 345.89] 8' INV- CONSTRUCT 45± F.F.F18' CONSTRUCT 19.7± L.F. 18" , 345.49 346.39 CL -3 RCP w/RGJ - CL -3 RCP w/RGJ II 343.45 8" SVIR INV- i i STORM DRAIN ®0.27% 8" SWR INV-- I I STORM DRAIN ®L02% INSTALL 54.2' L.F. 342.3± 3425±8" INV W= 8"' 8' PVC SEWER ®0.35% A STORM DRAIN SECTION STORM DRAIN SECTION 4249 N.T.S N.T.S. SEWER SECTION n, N. 1.5. CAMPUS PARK DRIVE SEE SHEET 5 IIIIII I. ! ------------------------------- 0 -- -- n +� JUBILEE LANE HOLLYBROOK LANE n 3 SEE SHEET 13 (FUTURE STREET) I iI 112' I ig le ill ' I I T n �, I I n 5' FUTURE TRACT 7248 r;� ---- - PASEO PARK (BY SEPARATE PLANS) SEE SHEET 9 OF SERER AS PART i L�{w ♦F� V OE TRAOT 72A8 PLANS i / /' it J ,I I FUTURE TRACT 7247 (BY. SEPARATE PLANS) 1 I I I I I !FUTURE SEWER AS PART ]OF TRACT 7247 PLANS n- -- - \ .mss- / N 7 4 ro 15 -_ - — ` -1 548 31 _ I Tn UPM 12100 BOUNDARY it _ l_am 4 lrj I! (ae w c� I, i 1 x f i« JZi� KZ G Jy N.JZI OM KZ O OIC Ow ®c, Oql: -Z Z Oyt. - Om �Mj� IoM O O ®W J vi0 1010 OU O ..N� O ...N Z U y .J� O •..O ,..,h O J U �. Nh Q VOA I7 OO+y 6Pi'OO+ OM ry*❑ WN I(n -0 SQ woo HORIZONTAL: 1"=.50' VERTICAL: 1"=5' /l M YC=�=----------- jr 31 I �I I II mi I I I I I I I I I I I I I I i I ,�ao3 1 a o o" -'Go. mom IW -P Z z�q J vwim hw�QFw Z o v� Of >-1 ®� LLI ILL W 2 7 LLJI xEzm wwl-3 Q.z mw�LL O � i :- N p cn�rx-yr�LLa� "T ,� > O U fn. oodook��xz �✓ AD OL z J < zzooUv�io¢z o. cf) N.U_ W p -p pS�ZO50a o; o= z Y Z `s W awz wo¢w� o VJ ro �zzw. 13''07N LLI -co W rgam ,r -Z 25p OOm W N C! d U W DO?q� wZOq ��,yx{ w Z N U yNy�' R'I < �ozoiat-oo <wl-gw�_vpizoa ry✓. (n N 6L LL q 5 ��zaiowoa� z M w w Y z51 -w> a p z 2 N 2 N W J -S- LL'="pm3z zzLL o 2.39 �?pwl-dW .Jw0092 N Z> 0 �=QU�� � cz¢ wwwx Pioa� � obi OviS DATE 12/1112014 PA JOB No. 13-2750H ?iggOp SHEET ->Qliz- 15t OF 151j`SHEETS oM�Swwrwom CJ�� g>w�z�o 0im¢in CCS mw�ww =� w aw= - 54oP 1� (FUTURE) SHAD t-.xLL Y PL RACE € FVISIONS APPROVED BY, ,r I f IED Fv PORTER R.C.E.NO. DA741 E�.. � 1 O y { m VANI�6. Pii/IL6Tf H,AJv� NV. Vf V���.. -W ✓A1 L� HORIZONTAL: 1"-50' VERTICAL: 1"=5' NOTE "A': THESE BOXES -GRATES SHALL BE ADJUSTED INSTALL 308.3' INSTALL 96.8' PER FACED GRADING 'FINE " OTHERS. 8" PVC SEWER ® 0.25% I 8" PVC SEWER 0 0.25% TOP OF GRATE SHALL BE 350.9050.90 MINIMUM UM PER APPROVED DRAINAGE STUDY. ix ON Oz U f7N4' OZ O p�J OZ OZI® OZO �Om Ip O® O Z Z O S O 2 v0 2 0. I n o w j O Z 10 0 Z U L Z Ino Z �(.> Z .00L) Z U Z N W Z .�U.O ...0 4 O O 6 ¢ ¢ ¢ \M IF Wn F MN F MM .i M+ m V4 O IOIn hh O hh mN U m0 U hh `" NN (VN hP� OZ�ZI hh hhZ n%� Q h f Nh OIW MMI6 Y1)C N[ 6 OLi N(O 17 IAWj� nh Nh OIO17 E_. �O O aCn ��n 11 n r, ++:� 360 3 > V cn 1 v� Of >-1 ®� LLI ILL LLJI p O W fn. ® OL z J > T, Z W w `s W W LLLJ V J W \ d U W W W yNy�' R'I < LIJ O LL q 5 3 N W J € FVISIONS APPROVED BY, ,r I f IED Fv PORTER R.C.E.NO. DA741 E�.. � 1 O y { m VANI�6. Pii/IL6Tf H,AJv� NV. Vf V���.. -W ✓A1 L� HORIZONTAL: 1"-50' VERTICAL: 1"=5' NOTE "A': THESE BOXES -GRATES SHALL BE ADJUSTED INSTALL 308.3' INSTALL 96.8' PER FACED GRADING 'FINE " OTHERS. 8" PVC SEWER ® 0.25% I 8" PVC SEWER 0 0.25% TOP OF GRATE SHALL BE 350.9050.90 MINIMUM UM PER APPROVED DRAINAGE STUDY. ix ON Oz U f7N4' OZ O p�J OZ OZI® OZO �Om Ip O® O Z Z O S O 2 v0 2 0. I n o w j O Z 10 0 Z U L Z Ino Z �(.> Z .00L) Z U Z N W Z .�U.O ...0 4 O O 6 ¢ ¢ ¢ \M IF Wn F MN F MM .i M+ m V4 O IOIn hh O hh mN U m0 U hh `" NN (VN hP� OZ�ZI hh hhZ n%� Q h f Nh OIW MMI6 Y1)C N[ 6 OLi N(O 17 IAWj� nh Nh OIO17 E_. �O O aCn ��n 11 n r, ++:� 360 3 > V cn 1 v� Of >-1 ®� LLI ILL LLJI Y /rte. fn. ® Q®I T, q� 1� w 3 0. LLLJ V J yNy�' R'I 7 3 N W J N Z> 0 � N DATE 12/1112014 PA JOB No. 13-2750H SHEET 15t OF 151j`SHEETS