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HomeMy WebLinkAbout1.2-6362 Ph 1 & 2 Record Drawingf �w V \ 1 )PAL A, 4 T17A T IVC?A 1:lHA 6 5 1 c7nd Ap.. \ w r RECORD DRAWINGIFORNIA '� �, w d' C 1 MASE 2. ONLY) CE7___ ORD DRAINI G co �`iq-S� a�xyr 1 � V 1lz� I I � POYANE� y" y ' ,�-/3 - I ,� sMAI MATTHEW K. �Vsi"� DATE 1 awe �TOR�MJaADO�EM�IY�I COURT SEE TRACT N0. 6006 SEWER &STORM DRAIN � \, THEW K. VOVII I A L .- �� ��' ��� ` �Z Y< DATE 1 2 i 1 1 IMPROVEMENT PLANS ADDENDUM FOR 18" STORM .'43130 EXPIRES 3-3-x% I I I IZ I;31' DRAT &CATCH BASIN SHOWN HEREON. r ' I 1 PARCEL A la 1 TRACT NO. 006MATERIALS LIST , L.LA. No. 37-91 �PHA8E8 4_, �REI//EWED BY I ESTIMATED QUANTITIES I I I 1m I 32 i 31 I 30 , 2s I (I 23 28 27 26 25 24NOT TO BE USED FOR BIDDING PURPOSES I �1l IIN @ EXIST. TP -- — — _ — SHS' PERR UA ae+_ _ _ _1-______I_______�1r�&SEWER –PHASE 1 & 2 -- ---�=�_–__= -__ - _---_ — acT_ aUNDARY_ _!_ `– – – _ – _� �E �T,� W yQ+.� v0 Qi ANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE 12" P.V.C. SEWER 1,150 L.F. - - N— -- -— - -- — - — p— -_ — — _ —_ —_—_ — — — — — — — — — — — — — = _ Q I ' 8" P.V.C. SEWER 4,580 L.F.-��--��-�—`--McKEE- - -�--�- - -y - - - --- ��Q OPVK 4z 6" P.V.C. SEWER 1,768 L.F. - -------------------------- -- - - - - - -------- `� O tk APPROVED BY: 4" P.V.C. SEWER (LATERALS) 5.435 L.F. _ - -' - — -' - - - - W O p Q) 4 MANHOLES 27 EA. MH 26 ® _ m CLEANOUT - STANDARD 4 EA. I I Z ®Q CLEANOUT - PRESSURE 2 EA. 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 W p p V r Q PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE TIE-IN 1 EA. 5 4 3 w W a t 4- M RAUI, M. ROJAS R.C.E. 39880 (EXP. 12/31/05) _ _ _ _ _ _ _ 2 1 o o �, Q' a STORM DRAIN —PHASE 2 — — — — � ° � 3 COBERN ��_ _ _ Z p Z CATCH BASIN W/ 3.5 OPENING 6 EA. MH#1 -- - - _ _ _ STR ET W S O Z E STORM DRAIN MANHOLE 9 EA. _ _ �. �n v o 0 F 18" R.C.P. STORM DRAIN 388 L.F. � - M � 3 , � � �+�- BENCHMARK USED. 24 R.C.P. STORM DRAIN 430 L.F. . 1 59 60it W TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF 30" R.C.P. STORM DRAIN 684 L.F. 22 23 24 25 26 27 28 29 30 31 1 v W Z -- McKEE ROAD AND HUGHES LANE (CENTER SEC. 36, 30/27). OUTLET STRUCTURE 1 EA.k 14 MH#25 I 6 I I �`� o m ° W ELEVATION = 350.76 U.S.G.S. (CITY DATUM) PER TR 6006-2&3 Z I 58 61 7 73 1 o o g 1 40 I 1 71 8 Z���o �pZW /� a 39 38 37 36 35 34 33 32 1 1 57 fit 1 1 74 Q = 3 O o o OO I�evf!f i t-4 11� : e—s c � 4" � ZC� LEGEND � 1 1 I Q�mQs oaW° t m 41 - - - - 1 56 70 75 1 W�Q� W p T.M.H. TOP OF MANHOLE ELEVATION km - T.C.O. TOP OF CLEANOUT ELEVATION a 4 . - 5 LEBOW COURT ; 63 �, o to J = O I� INV. PIPE INVERT ELEVATION 177111A A' AAI 42 Co#1 H s `� 1 69 p U Z O Q m ~ ���► i • 7T7.�C t �r'��L i� -' �, It/ r%l -Ve (E,S,N,W,) (EAST, SOUTH, NORTH, WEST) W - - - - - - •� I 55 64 I I� 76 r 4, t,.T� �x i*z'�ll�) P.V.C. POLYVINYL CHLORIDE t =APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY = 43 I 68 y t f w rp . ALL LENGTHS PRIOR TO BIDDING THIS PROJECT = 45 46 47 48 49 50 51 52 I 54 65 to 77 w,t R.C.P. REINFORCED CONCRETE PIPE vn VVVI L t..�► ��% EX. EXISTING MH#24 ( I I 1 \ C.B. CATCH -BASIN PHAS i I ( 53 67 78 -- � FL FLOWLINE 66 1 I ,, PHASE 1 _ ,li1�.:- .�'F���..� ��� -, '�j "��-•d '�7 PHASE � - ;r.g. ` TEMPORARY 11 12 25 EER Cop TURN- ROUND �. CO#2 33 49 PHASE 2 ��G� b�� -V TEMPORARY RN- AROUND 50 �,P to (�r 10 SHEET INDEX NUMBER I I 34 I� ��� o o O j ---Ex 8" w--- EXISTING WATER LINE W/SIZE 1 / 2 10 ( 13 24 / 1 4$ ( ( n _ , /r►, ---Ex 8" s--- EXISTING SEWER LINE /SIZE TEMPORARY TURN -AROUND Y .�• I > v ---Ex 8" sD-- EXISTING STORM DRAIN LINE W/SIZE ( _ 32 35 51 w 14 13 18 17 ----- ----- - - - - - - - - - - - ,� EXISTING SEWER MANHOLE \ 14 1 s ,� v CL o 16 ----- ----- EXISTING SEWER CLEAN OUT I 3 I 23 — N o- x -- ,-------�}---- EXISTING SEWER CAP 9 v I - - - - - - - - 47 N 0�3 d�, PA C H EC 0 50 R 8 -----►�'----- EXISTING STORM DRAIN MANHOLE 1 °0 R [� • o"w PROPOSED WATER LINE W/SIZE 15 v I I� —$" s— PROPOSED SEWER MAIN W/ SIZE I 22 FM PROPOSED 4 SEWER FORCE MAIN I I� 30 37 IZ 46 ( 53 18" SD PROPOSED STORM DRAIN W/ SIZE MH 23 1 LOT 4 5 6 o a ® - 23 FA IRVIEW ROAD o 0 16 Q MH#2 S PROPOSED MANHOLE W/NUMBER 2 4 19 2 0 0 21 Co#2 PROPOSED CLEANOUT W/NUMBER _ 7 0 21 1 1 29 38 1 Y 45 54 im PROPOSED STORM DRAIN MANHOLE W/NUMBER I SDMH#3 SDMH#1 — - ` I 17 CB#� PROPOSED CATCH BASIN W/NUMBER M _ SOM ► 20 28 39 1 `� 55 I ®__ _--, - 0 30 ARVIN EDISON — N Q Q 26 29 28 I �1 18 Y h � � 2 5 � 1 77 N � � ,� 19 I I 27 40 I 43 56 c>' � HOSKIN RD. 7s 75 z s 1 _ , J 42 57 Q0 -35 36 W PROJECT SITE 73 3 _ _ _ u McKEE RD. # z 33 MH 22 ( H5 _ 31 3 2 SHEET No. INDEX # I I 72 71 _ SDMH#6 STREET Q 0 — P U KIN o 1 SHEET 4 78 °r `ems 70 _ _ _ _ _ _ - o _ O TI TLE m CE TER GR IET D OO GENERAL NOTES & DETAILS I 69 Q W N (n 1 ID z 79 I p . COBERN STREET PCO#2 I 68 LL1 2 4 LOT A 67 66 65 64 63 62 61 60 59 58 URNO ROAD ® HUGHES LANE �' o sDMH#7 co LOT 8 -------- Q OU Q LEBOW COURT _ -- 9 9 DAVEDALY COURT SDMH#8 10 SDMH#9 ✓QB No.: 138 1 11 1 7 8 O ,6 � ate" Wim° T TRACT BOUNDARY DWG No.: 6 JACOB STREET 04-138SW01 O O d: PE (Lr FG MAPoC D S 2263 oowH as' the sw. caa 20 F/1G/O6 7 KELLYANN STREET SEWER LIFT STATION - SEE AT£. Q SEPARATE SET OF PLANS FOR DRAWN BY ® ELLASHOSH STREET CONSTRUCTION DETAILS A1JS c Y10NITY MAP s DONNALYNN STREET KEly MAF CHECKED �r.• , Y sHEFr NO SCALE 10 STORM DRAIN PLAN/SUMP DETAIL SCALE- 1' 100' - 03 6:�i�- -4 �_(JF 10 s.�� "'Ts lair - 1 i ,t" i 0 0 N N cn 00 i 0 00 i 0 i Vs CITY OF BAKERSFIELD SEWER SPECIFICATIONS SEWER NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIAL, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VCP INSTALLATION: (NOT ALLOWED FOR 8" PIPE SET AT 0.250 A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ATSM DESIGNATION C-425. 2. THE PIPE FITTINGS FOR 6", 8% 10" AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ATSM DESIGNATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: ONLY USE SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I, 11 OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPES AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: A. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE BY THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE -FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S-7 AND S-8 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE .STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST. EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-20. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW -1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH.. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING 1 FOOT ABOVE SEWER MAIN TO RIGHT-OF-WAY LINE. 12. SEWER FORCE MAIN PIPE: A. POLYVINYL CHLORIDE PIPE (PVC) FOR SEWER FORCE MAIN SHALL BE CLASS 150 (DR18) OR CLASS 200 (DR14) AND SHALL COMPLY WITH AWWA SPECIFICATIONS FOR 12" AND LESS. B. PVC JOINTS FOR SEWER FORCE MAIN SHALL HAVE ELASTORMERIC GASKET JOINTS, EITHER GASKET BELL AND SPIGOT TYPE OR PLAIN END WITH GASKET COUPLING TYPE. C. FITTINGS: SPECIALS AND FITTING SHALL BE DUCTILE -IRON CONFORMING TO AWWA SPECIFICATION C100, CLASS D, EXCEPT THAT FITTING SHALL HAVE ALL BELL CONNECTIONS OF STANDARD AWWA DIMENSIONS OR SPECIAL DIMENSIONS AS REQUIRED, OR FITTINGS SHALL BE EQUIPPED WITH ADAPTERS OF THE PROPER CLASS FOR THE SIZE OF PIPE, AS RECOMMENDED BY THE PIPE MANUFACTURER, OR EQUAL. PROTECTIVE COATING SHALL BE IN ACCORDANCE WITH SECTION 5.15 OF THESE SPECIFICATIONS. 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. GENERAL NOTES CITY OF BAKERSFIELD STORM DRAIN NOTES CORED HOLES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF STORM DRAIN PIPE: SIZE CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS LINKS 4" DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL 5- 19" BE THE FOLLOWING: 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE 7 8- BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. REINFORCED CONCRETE PIPE (R.C.P.): REINFORCED CONCRETE PIPE SHALL BE NOTE. PIPE THROUGH WALL SHOULD D-3 CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 3. THE CONTRACTOR SHALL REMOVE _OR RELOCATE ALL OBSTRUCTIONS AS 65 OF THE STANDARD SPECIFICATIONS. BEFORE CONNECTION TO DIRECTED BY CITY ENGINEER. l� L. f'!'�/V(�' C� /� �I /T J C� �1L/� L-�Z/ �/,1//�! //-+ /+/T� �� �A//�p��/��� S1���� p� ��141 11�6� �-114ZZ 9Z /•,O�S/OZ�Z22 OTHER PIPES. BE WITNESSED BY THE CITY'S CONSTRUCTION INPECTOR, WHO WILL ALSO INITIALX AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. ° RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 7fi'E/V61' 19,461(?/LL dr COhIPACT/ON /# '2 NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE "CHAIN CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT DESCIfI10T/O/V AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ELEVATION IS HIGHER THAT ONE HALF THE DRAINAGE SUMP DESIGN WATER DESCfi'/PT/ON AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SURFACE DEPTH ELEVATION. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF ti.;y; PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SECTION 65 OF THE STANDARD SPECIFICATIONS. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ❑ D-5 f�16V7- OT GY. )`1_0 ' N.47Z1R,& CH,4NNZZ2 S IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE TiQENCf/ SECT/O/V F0.4' CONCfi'ETE E/1/CASED P/RE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS FORCE MAINPvc PIPE IMMEDIATELY PRIOR TO ANY FURTHER WORK. BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE �• . PULLED APART AND SATISFACTORILY MADE. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ONE END FLANGED BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. ALL CATCH BASINS ARE 3.5' �� 0 b 000WINU0% 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, C��lq$E Z 0NLY-) fi'/Gh'T OF lYf1YTOfi' CONS7/i'!/CTED Cf/,4NVELS 22. CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS ® SGV-¢ 0,4Nf10ZZ, TYRE :l " �Tf1,OROP CONN,-C7/ON ❑ NOTICE(661) 326-3049. y BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A ® SGY-5 Fi?.4,�LlES cg' CO!/Eh' cO_ &4N110LES &' CLE',-4N0/7S ❑ D-9 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS-GUTTER,� SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S 6"CLEAN OUT FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE 400, MATTHEW K. V VILLA DATE LAS 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. RCE 43134 EXPIRES 3-31-lelr Z:.•i/. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE ® SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELDt� DRAWING S-6. 110ZISE CONNECT/ON Ofl& VCP SADDLE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND SPECIAL 4.69' - BUILDING PERMIT. PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE12" AGGREGATE 11w VCP PLAN FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO SECTION NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE SEWER MAIN El EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND r&4/N L/N!( FENCES 3 CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND PIPE WITHIN THE PIPE ZONE. SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY S#/- /0 SAND Tii'AP❑ D-13 Q%4/N L/N!( GATES CONSTRUCTION OR EXCAVATION.LINK ' ❑ SEAL D.I.P. FLANGED f1041SE' CONNECT/ON #1711 CAST IRON SADDLE ® D-" Y : 5 <'. �•.: ' � 2 90' ELBOW 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF ; ti'y MECHANICAL RECORD DRAWING /20did rym�sw / eww. MATTHEW K. VOVILLA j RCE 43130 EXPIRES 3-31. 4' D THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS HOLE MODEL NO. OF SIZE SIZE NUMBER LINKS 4" COUPLING 10 5- 19" FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN 6" 10" LS -400-C 7 8- 12- LS -475-C 12 NOTE. PIPE THROUGH WALL SHOULD D-3 c114NNEL PROTEC7/ON BE SEALED WITH LINK SEALS INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE 41,4NHOLE, TYPE Z? BEFORE CONNECTION TO SHALL HAVE THE CAPABILITY TO ROTATE 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL l� L. f'!'�/V(�' C� /� �I /T J C� �1L/� L-�Z/ �/,1//�! //-+ /+/T� �� �A//�p��/��� S1���� p� ��141 11�6� �-114ZZ 9Z /•,O�S/OZ�Z22 OTHER PIPES. BE WITNESSED BY THE CITY'S CONSTRUCTION INPECTOR, WHO WILL ALSO INITIALX AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY / O,f,41NAGE XZZ- 4, TYRE 9" V. 2 !� Z R.9ff7 OF OW ORIENTED PIN DIRECTION TO ° FOR THE PROJECT. 7fi'E/V61' 19,461(?/LL dr COhIPACT/ON /# '2 NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE "CHAIN C/TY STD. NO. DESCIfI10T/O/V C/TY STD. NO. DESCfi'/PT/ON OF FLOW(ONE END FLANGED) WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, ti.;y; OF CUSTODY" FORM ANDA WRITTEN LOG ( WHICH INCLUDES THE STATIONING,SEGI�ER- BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED TD.I.P. Z,47Ef�.4L 41, fiAT1? ❑ D-5 f�16V7- OT GY. )`1_0 ' N.47Z1R,& CH,4NNZZ2 S DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL ti SGY-2 TiQENCf/ SECT/O/V F0.4' CONCfi'ETE E/1/CASED P/RE ❑ D-6 FORCE MAINPvc PIPE BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, �• . CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE 4 ONE END FLANGED Qm ::, , ; . I 4 CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, D-7 fi'/Gh'T OF lYf1YTOfi' CONS7/i'!/CTED Cf/,4NVELS 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF ® SGV-¢ 0,4Nf10ZZ, TYRE :l " �Tf1,OROP CONN,-C7/ON ❑ D-8 DRAWINGS OR OTHER DOCUMENTS. BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A ® SGY-5 Fi?.4,�LlES cg' CO!/Eh' cO_ &4N110LES &' CLE',-4N0/7S ❑ D-9 P/PE S.9DDLE DETA/L SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S 6"CLEAN OUT ❑ D-10 S/DElY.4L!( UNDEfr'Df�A/N LAS 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT O� ONCRETI ® SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELDt� DRAWING S-6. 110ZISE CONNECT/ON Ofl& VCP SADDLE SPECIAL 4.69' BUILDING PERMIT. AGGREGATE 13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE PLAN (CALCAREOUS) SECTION NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE /NOC/S71?1,4L SAND TffAP El 0-4? CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. A MANHOLE - FORCE MAIN TIE-IN 14. PINNACLE CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR Z NOT TO SCALE UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PINNACLE CIVIL ENGINEERING, INC. 3/8- V STAINLESS 3/8" STEEL ROD (TVP.) 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT THREADED END OF ROD ARE PART OF THIS PROJECT. WITH BEVELED WASHER 2"NUT 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF 4" v (STAINLESS D S STEESTEEL)TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL (= (�) BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO - 1 STAINLESS THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. I STEEL 3/8" STAINLESS PIPE SLEEVE Q�Q P 17. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. STEEL FABRICATED (TYP.)PIPE SUPPORT �� ,a i4 X1/2" X4" STAINLESS 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR (' STEEL PLATE (TVP.) " » LOCK WAHSER SHALL OBTAIN A COPY OF CITY OF BAKERSFIELD SUBDIVISION STANDARDS AND AND NUT v- - DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A (TVP.) a PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE STANDARD TANDARD SEE SPECIFlCATIONS FOR DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. DIMENSION AS INDICTED SIRC ON SECTION VIEW WASHER COATING REQUIREMENTS. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER PLAN LINES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN 3/8" STAINLESS STEEL FABRICATED PIPE SUPPORT DATE LINK SEAL D.I.P. FORCE MAIN PIPE HOLE MODEL NO. OF SIZE SIZE NUMBER LINKS 4" 6- LS -300-C 10 5- 9" LS -475-C B 6" 10" LS -400-C 7 8- 12- LS -475-C 12 NOTE. PIPE THROUGH WALL SHOULD D-3 c114NNEL PROTEC7/ON BE SEALED WITH LINK SEALS D-18 41,4NHOLE, TYPE Z? BEFORE CONNECTION TO SHALL HAVE THE CAPABILITY TO ROTATE 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL l� L. f'!'�/V(�' C� /� �I /T J C� �1L/� L-�Z/ �/,1//�! //-+ /+/T� �� �A//�p��/��� S1���� p� ��141 11�6� �-114ZZ 9Z /•,O�S/OZ�Z22 OTHER PIPES. BE WITNESSED BY THE CITY'S CONSTRUCTION INPECTOR, WHO WILL ALSO INITIALX AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY c LINK SEAL DETAIL Z NO SCALE R=0.5" 2" MIN. a M d o.; d PIPE SUPPORT 4' DIA. SHELF SLOPE IS 8.33% T.MH. = 349. a T x a 2:1 MORTAR, DRY PACKED K SEAL 6" PVC FOUL AIR LINE SLOPE TOWARD MANHOLE TCl d d °° 4" IN. F 1.. -4 9" CLASS A " CONCRETE SPECIAL AGGREGA7F 4.69' (CALCAREOUS) p FOUL AIR OUTLET DETAIL Z NOT TO SCALE 19" MANHOLE WALL I a BORE HOLE 1/2" DIA. LARGER _ THAN ROD DIA & SEAL WITH I Q• MON-SHRINK GROUT. SEAL VOID BETWEEN PIPE AND MANHOLE WALL WITH NON -SHRINK GROUT (TYP.) b• ' a�l 6" DUCTILE IRON PIPE SECTION ❑ BE MADE TO THE PLANS. SE!!Efr L/TT 54T/ON !/.4L !/E BOX B PIPE SUPPORT DETAIL CATCH 9,4S/N, TYRE :?-/" ❑ D-1 21. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH D-16 Z NOT TO SCALE 'o- 2 fi'AT/ON.4L h�ETf10D f'UNOFF COST-C/ENTS ❑ D-17 VIDEO EQUIPTMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA ❑ D-3 c114NNEL PROTEC7/ON ❑ D-18 41,4NHOLE, TYPE Z? ❑ SHALL HAVE THE CAPABILITY TO ROTATE 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL l� L. f'!'�/V(�' C� /� �I /T J C� �1L/� L-�Z/ �/,1//�! //-+ /+/T� �� �A//�p��/��� S1���� p� ��141 11�6� �-114ZZ 9Z /•,O�S/OZ�Z22 ❑ BE WITNESSED BY THE CITY'S CONSTRUCTION INPECTOR, WHO WILL ALSO INITIALX AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY / O,f,41NAGE XZZ- 4, TYRE 9" V. 2 !� Z R.9ff7 OF 71_V_SE RL.9/!/S, KC011171-AFI4 70fi' TO OBT.9/N L.9TEST ED/T/O/V Th'E�4'EOTj 7fi'E/V61' 19,461(?/LL dr COhIPACT/ON /# '2 NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE "CHAIN C/TY STD. NO. DESCIfI10T/O/V C/TY STD. NO. DESCfi'/PT/ON WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED OF CUSTODY" FORM ANDA WRITTEN LOG ( WHICH INCLUDES THE STATIONING,SEGI�ER- BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED Z,47Ef�.4L 41, fiAT1? ❑ D-5 f�16V7- OT GY. )`1_0 ' N.47Z1R,& CH,4NNZZ2 S LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL ❑ SGY-2 TiQENCf/ SECT/O/V F0.4' CONCfi'ETE E/1/CASED P/RE ❑ D-6 L.4N49SC34PZ22 CO/t/STfi'IJCTEO C%9/V/VELS BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. P,4kZLJEN7P.47C/1ES ❑ D-7 fi'/Gh'T OF lYf1YTOfi' CONS7/i'!/CTED Cf/,4NVELS 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF ® SGV-¢ 0,4Nf10ZZ, TYRE :l " �Tf1,OROP CONN,-C7/ON ❑ D-8 Flo5l'YT OT 04YTOR L//VED C0NS7Pl/CTED 4x11,4 IOVELS BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A ® SGY-5 Fi?.4,�LlES cg' CO!/Eh' cO_ &4N110LES &' CLE',-4N0/7S ❑ D-9 P/PE S.9DDLE DETA/L SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S 6"CLEAN OUT ❑ D-10 S/DElY.4L!( UNDEfr'Df�A/N ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A ® SGY-7 110ZISE CONNECT/ON Ofl& VCP SADDLE ❑ 10-11 Oe9R,4/NAGE BAS/N BUILDING PERMIT. ElSGY-8 /NOC/S71?1,4L SAND TffAP El 0-4? r&4/N L/N!( FENCES 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. ❑ S#/- /0 SAND Tii'AP❑ D-13 Q%4/N L/N!( GATES 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING ❑ SGY-11 f1041SE' CONNECT/ON #1711 CAST IRON SADDLE ® D-" C,47C119,4S/N, TYPE STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. ❑ 1> GY-12 SE!!Efr L/TT 54T/ON !/.4L !/E BOX ❑ D-15 CATCH 9,4S/N, TYRE :?-/" ❑ D-1 /NTE/VS/TY kI DUf,4,r10N C11WIIES ® D-16 Gl/TTEFI' DERRKSS/ONS ❑ 'o- 2 fi'AT/ON.4L h�ETf10D f'UNOFF COST-C/ENTS ❑ D-17 L/ 1NCT/ON BOX ❑ D-3 c114NNEL PROTEC7/ON ❑ D-18 41,4NHOLE, TYPE Z? ❑ D-� Cf1,4/V/VEL Rfi'07EC7/O/V ❑ D-19 / O,f,41NAGE XZZ- 4, TYRE 9" V. 2 !� Z ® S7--22 7fi'E/V61' 19,461(?/LL dr COhIPACT/ON /# '2 � N� O M W O M W ,O O LLI Ln O O N N O 'S V) 00 i O L 00 O lil to LEGEND KELLYANN 9 to O OBs1WN BY ALL STATIONING /S BASED ON CENTERLINE UNLESS —0 PROPOSED SEWER MANHOLE w/NUMBER OTHERWISE NOTED. --l-- PROPOSED SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED —s" S— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. — 7' MAX. —► — — PROPOSED RIGHT—OF—WAY OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' co 00 ONco OF COVER AT GUTTERFLOWL/NE. —18" SD — PROPOSED STORM DRAIN LINE w/SIZE 00 1([21. PROPOSED STORM DRAIN MANHOLE w/ NUMBER 0 PROPOSED CATCH BASIN w/ NUMBER to HUGHES KELLYANN 9 to O OBs1WN BY 7 0 �v 0 M M LANE Lo OOD +0 3 to 6 O SEE SHEET 4 Z co 00 ONco UV)OU N 00 1([21. 0 20 19 18 17 16 0 d w + 00 O 4 to O N O ONO p d0 ^ O cd O+ + to O + °.° + O + ± N N M rn M '00totTz R/W o ±TYP. �± C14Of M i 1 00 M M o RD rn rn ~ 0 10+00.0 11+00� w N 12+00 rnZ M 1 00 M 14+00 M -{ - „--+- - -i-- m N in N N N N89'23 07 W a, N o) N 04 N F- I -o + 0 + + + N r- N 00 tq + + N cV + 22 23 24 N 25 26 27 to Lo KELLYANN 9 to O OBs1WN BY 7 0 �v 0 M 00 to tri co 0 15 14 13 12 0 0 0 0 0 N o co + co+ RECORD DRA ING 3 •i MATMEW K. VOVILLA DATE RCE 43130 EXPIRES 3-31- RECORD DRAWINti (PPA5F, Z oN4Y) MAMEW K. VoyLLA DATE RCE 43130 EXPIRES 9.31-1 w 11 10 KELLYANN 9 STREET 8 OBs1WN BY 7 SEE SHEET 7 4 M Lo OOD +0 3 to 6 O r� Go Z co 00 ONco UV)OU N 00 0 °+ + + P -co + + 0 d + OLo N to ^ + + °.° + O - rn + M 17+00 17+05.58 1 00 M M o RD rn rn ~ 5 to JACOB KELLYANN 04-138SW01 STREET STREET OBs1WN BY SEE SHEET 6„ SEE SHEET 7 4 M Lo OOD +0 3 O r� Z N Z UV)OU (V)UOU °0 0 N + OLo N 00 n w 636F2 4 TYP. + + + ♦ !f) co00 00 1 !� N N O N % N � Z ,s+s, - 59 �".7& + 60 60' 28 29 - 30 31 1o' 20 20' �o' 00 10'�NkM�2(Y x �,I I PHASE 1 +0 N I + 4 I N 2 1 __/-R/W N 04 a M x`81, 22+p0 M 56'36” W 2+99.7 rn 00 rn s N 73 �I Lo ELLASHOSH STREET SEE SHEET 8 N U tet D N O N 0 —N— HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' 2.1 352 .......... ......... . Z.....;....;....;....;....:.... ...;....;.... Z........:....;....;....;....;....;....;....;... Z...;....;....;....;....;... z .................... Z 352 0 S ; 4.4 APPROXIMATE: ; : : : APPROXIMATE 'DESIGN : �......................................�sdR ;........................................ ABOVE- SEWER ....... :....;.... ..;....;....:....;....;. 350 :....:....:....:....:.. ;....;....;... .;- :s. _ ........:....:....:....:.... Z4� �,, ....:....;....;....; � . 350 ...................... ...... ........................ ...................................................................................... ................... _ ....._.....�-. ...... 348: ....:....:....:....:. :....;....;.. :....:....;....;....;....;.... :.`�;....;....;....:.... 348 ...............:....;.. ......................................................................................................................................................................................................................................................................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346:....: ................ ....................;.. .:....:.........:......:....:....:....:....:....:....:....:....:....;....;....;....;....;....;... 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :....:....:....:....:. ....................... :....:....:................... :....:....:....:....:....:....;....:....:....:....:...,:................:....:....:....:....:....:....;.....;....:....:......:....:....:....:....:....:..COIVSTRUOT 27.30 L.F; t ....: aAs Pi 8» V ®. S0E.3W5E%; 344:.... R 344 :....:....:....:..................................... ......................................................................................,...:............ ..................�„ pVQ SEWER M Altai....;....;....;. ,.. .1tiV3428s 8" W : s:uc. E: : .... ..: . ; .... .......... .. .....342: .... SA : 342�N ;AIN 8": PVC $EWER 340:68 : : : : : : ���� 340:....:....:....:....:..:....;....;...................:....;....:.......:....:....:.........:....:....:....:....:....:....:....;....;....:..�,��� �... �� o..INV 8" E...:....;....:....:....;....;...........`..;.......;....;....:....;....;....:....;....:....:....;....;.. :....: 340 . ��, tai •ts� . ....................... ............... ............................................................................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338:....;....:....:....:.. :....;....:... .....: 338 :....:....:....:....:.. :....:....:... ......................:.. ;....: 336:....:....:....:....:..:....:....;....:....:....:....:....:....:.......:........................:....;....:....:,.. :....:....:....:....:.. :....:....:....;....:....;.... ...:....:....;....:....;. ;....; 336 CONSTRUCT:235.00 L.F. f 6" P.V.C. SEWER o 1.00% CONSTRUCT 400.00 1..F. t 6" P.V.C. SEWER ® 0.50k CONSTRUCT 301.741.F. t 8" P:V.C. SEWER 00.357. CONSTRUCT 289.78 E.F. t:8" P.V.C. SEWER 6 0.35% ....... 10f 00 ..............11+00 ............. 12+00............. 13f 00............. 14f 00............. 15+00............. 16f 00............. 17+00............. 18+00.......... 19+00............. 20+00 ............ 21+00 ............. 22+00 23+00 SEINER PROFILE ER O O W 0 W M Gi Lt INSTALL CAP & PLUG �.. . to JACOB KELLYANN 04-138SW01 STREET STREET OBs1WN BY SEE SHEET 6„ SEE SHEET 7 II O Lo M Lo OOD +0 O r� Z N Z UV)OU (V)UOU PHASE 1 +0 N I + 4 I N 2 1 __/-R/W N 04 a M x`81, 22+p0 M 56'36” W 2+99.7 rn 00 rn s N 73 �I Lo ELLASHOSH STREET SEE SHEET 8 N U tet D N O N 0 —N— HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' 2.1 352 .......... ......... . Z.....;....;....;....;....:.... ...;....;.... Z........:....;....;....;....;....;....;....;... Z...;....;....;....;....;... z .................... Z 352 0 S ; 4.4 APPROXIMATE: ; : : : APPROXIMATE 'DESIGN : �......................................�sdR ;........................................ ABOVE- SEWER ....... :....;.... ..;....;....:....;....;. 350 :....:....:....:....:.. ;....;....;... .;- :s. _ ........:....:....:....:.... Z4� �,, ....:....;....;....; � . 350 ...................... ...... ........................ ...................................................................................... ................... _ ....._.....�-. ...... 348: ....:....:....:....:. :....;....;.. :....:....;....;....;....;.... :.`�;....;....;....:.... 348 ...............:....;.. ......................................................................................................................................................................................................................................................................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346:....: ................ ....................;.. .:....:.........:......:....:....:....:....:....:....:....:....:....;....;....;....;....;....;... 346 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :....:....:....:....:. ....................... :....:....:................... :....:....:....:....:....:....;....:....:....:....:...,:................:....:....:....:....:....:....;.....;....:....:......:....:....:....:....:....:..COIVSTRUOT 27.30 L.F; t ....: aAs Pi 8» V ®. S0E.3W5E%; 344:.... R 344 :....:....:....:..................................... ......................................................................................,...:............ ..................�„ pVQ SEWER M Altai....;....;....;. ,.. .1tiV3428s 8" W : s:uc. E: : .... ..: . ; .... .......... .. .....342: .... SA : 342�N ;AIN 8": PVC $EWER 340:68 : : : : : : ���� 340:....:....:....:....:..:....;....;...................:....;....:.......:....:....:.........:....:....:....:....:....:....:....;....;....:..�,��� �... �� o..INV 8" E...:....;....:....:....;....;...........`..;.......;....;....:....;....;....:....;....:....:....;....;.. :....: 340 . ��, tai •ts� . ....................... ............... ............................................................................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338:....;....:....:....:.. :....;....:... .....: 338 :....:....:....:....:.. :....:....:... ......................:.. ;....: 336:....:....:....:....:..:....:....;....:....:....:....:....:....:.......:........................:....;....:....:,.. :....:....:....:....:.. :....:....:....;....:....;.... ...:....:....;....:....;. ;....; 336 CONSTRUCT:235.00 L.F. f 6" P.V.C. SEWER o 1.00% CONSTRUCT 400.00 1..F. t 6" P.V.C. SEWER ® 0.50k CONSTRUCT 301.741.F. t 8" P:V.C. SEWER 00.357. CONSTRUCT 289.78 E.F. t:8" P.V.C. SEWER 6 0.35% ....... 10f 00 ..............11+00 ............. 12+00............. 13f 00............. 14f 00............. 15+00............. 16f 00............. 17+00............. 18+00.......... 19+00............. 20+00 ............ 21+00 ............. 22+00 23+00 SEINER PROFILE ER O O W 0 W M Gi Lt INSTALL CAP & PLUG �.. . O cmW M W 04-138SW01 DATE.• 02//6/06 OBs1WN BY M✓S L4 Of 10 SHEETS z Z JOB No.: 04-138 DWG No.: 04-138SW01 DATE.• 02//6/06 OBs1WN BY M✓S CHECKED BY #/(YS1073 Of 10 SHEETS Y d 0 K) 0 0 (N I Q0 N ED i 00 i 0 co 00 0 CONSTRUCT/ON NOSEWER MAIN & TES O1 HUGHES LANE TO B LATERALS ONSTRUCTED O2 FORCE MAIN SHALL BE CONNECTED TO SEWER O CONSTRUCT PRESSURE CLEAN-OUT WITH PHASE ONE CONSTRUCT/ONMANHOLE /N ACCORDANCE WITH DETAIL 2 /N ACCORDANCE WITH DETA/L o II �twN s}Nm4 SEND a. UQ It 00N --Os — PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING /S BASED ON CENTERLINE UNLESS Ail PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. Rw —s" s— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED — - - PROPOSED RIGHT-OF-WAY ALL SEWER LATERALS. ARE TO HAVE A 2.25' MIN. - 7' MAX. +_ +2 MO OF COVER AT THE PROPERTY LINE AND A MIN/MUM OF 2.5' 18". SD PROPOSED STORM DRAIN LINE w/SIZE OF COVER AT GUTTER FLOWLINE. 00b\J PROPOSED STORM DRAIN MANHOLE w/ NUMBER p� - PROPOSED CATCH BASIN w/ NUMBER CONSTRUCT/ON NOSEWER MAIN & TES O1 HUGHES LANE TO B LATERALS ONSTRUCTED O2 FORCE MAIN SHALL BE CONNECTED TO SEWER O CONSTRUCT PRESSURE CLEAN-OUT WITH PHASE ONE CONSTRUCT/ONMANHOLE /N ACCORDANCE WITH DETAIL 2 /N ACCORDANCE WITH DETA/L o II �twN s}Nm4 in a. UQ It 00N 04 O 0%4k DRAWING d UQ Itrr) 0004 N6V) >U �{j4h �_ jU N (0+w0 0: 0 +_ +2 MO ate^ �O +_ OOQ_z 00b\J .- �� In 55 p� - 00blo,� �0 cn UV)U LLIJ V -MF- V) O V -MF- JOZ V)F- OU _ioz W Z U D w U o � oU> Z NM0 z0 �m0 V) U O U O O�v 0 U D�v U U ZW_j !nW01 HUGHES LANE PHASES 1 & 2 N in ui TEMPORARY N �Q U (RECORD DRAWING co o ? N RCE 43130 EXPIRES 3-31- 000 > c+0 +.M ti a `-� 00 ell ?� (n In 55 - Z in JM TEMPORARY N A/✓S OZ N ° MATTHEW K. VOVILLA TURN—AROUND. W LLJ o ? N RCE 43130 EXPIRES 3-31- M w a. RECORD DRAWING (P#4, Str z 0A Zy> �-- ':-JD IT MATTHEW K.VOVU A DATE RGE a3` 130 EXPiAfS 3-31- 3 O U OO N O _+N . N NU D O w------m-as' --- ¢1 w \� /G'1 /%jai"/ /x � = O w - �� ,. / o W x \ \ It"/"p i �r _cli ���'/ �� , /i ��// /" J U (n I / <" W �6?� �'_x-_E WATER ^r�a ('348,5)- co-- U (n _ �� %/�� \ \ 3_ - TRACT BOUNDARY - - - - N1/� - 1o+�os oo .. t° 2 13+51.00 ; x w ' � '�/ � _N00 36'53"I� , ' \ / / HUGHES LAN E / / N cn W ,�, i � I 4 FM _ ;, � I TRACT BOUNDARY I Ico — . — — — --F ",12 S — 12�>S / " �p I I I I (351.0)— Q W a in ;� 0774— — — 30 S ' -12+00 13+00 -Y4+00 - I / / .� i ' 15+00 ' +�0 — I -F I�- — — — 12 S �� N " It , , x, //�i , / - - - - - 17 \� cWn 18+00 1 400 20+00 — _ 24+002420E w x N0036 53 E M / /� / 21+00 21+20.47 22+00 1 x F E ro Oc' cli/ �� / in — 1231+ — `I-� �n Ln — — -in f .-- r� a, N11'28 02 0 co I w 6 6E6 / , xLa c 31 a W x Q T1:3 i — — — — — M / / q ' / `� — — — — -� � 636E7 W I I 1 T — — — ---Er »» rn / 4 TYP. + L0 0 S r- R/W 0 00 / / / //�'" / + + o rn � z0 J n 00 LOT C �, bf„/ % / � r s + + + R/W a' s 5 / / / / /%�/ aD _ _ x 10+70 10+70 i�Q I I I ( O p I ii 5 / / /. I ( N x I _ N M --� M t7 22 ° 21 � I � I 1 79 78 i/ i/ to I I N a I W I I 1 + 77 „+ 4 i too c W + 42 + 41 40 I I° 13 + I 2 + 1 44 + 4306 x r I,,, ix I SEWER LIFT STATION SEE cx, 11 f3 cx I i/' 1 �` I .-N I �° "o �� °�° LQ cW„ _ a x ' I U :� TRACT NO. 6362 SEWER--- Ln� l +'i` ��-'' I �� I I o l Ii r I LIFT STATION PLANS FOR w v/, N , ' / ;/ / L — — — — J ' 1 _� I o� I CONSTRUCTION DETAILS / /' x i / x / 23 I 5' N �' I 20 N (_I D `°'' x 11+47 t cin w // / 0 / / ( 11+47 r I Ix I \�I / A � / //' W / � N 0 STREET DONNYLANN COBERN Zw STREET to �o McKEE ROAD ER W SEE SHEET 10 = STREET d M II °- O (” SEE SHEET 9 SEE SHEET 3 ►ri,n w< 2� ���' 0 0 0 M04 O F- O,O J ++•F -z tj� I ++ � tWi. M O�ZW �Z NNTW of- U d VO V) o Q N HORIZONTAL: 1'_= 50' N v~ o p� �r�, w VERTICAL: 1"= 2 d�1sl�3a * C N0 co w SW 22+50.00= SW 23+16.23= OF- Oil- 0 C IlstwN o- C14 OIC O� d-17 fid- OF-rn � 0) (no o N � rn � It N j � a0 o � O 00 N a0 NN o U Nk CL 22+50.00 CL 23+15.05 03:: m I 04 mto ( � _ U) M N = 000 = oo = CONSTRUCT SWMH #26 �, TIE—IN 12" SEWER p•, Z + + c0 + + + + 0 + + 3 Q o� o� +o�� ►�� M� d c0� oZ� .�"�, TO EXIST. MANHOLE 352;..., ��.�w.�- �.o..-Wiz..:....:....:(n.....;...,......,...,.....��....,-(,,...;,.,,;....:....:.,..;,...;.,..;....;......,,.�..........,..;....:..,.;,..,;....;..,.;....;.,..........,N0W.....I:........ ,.,.:..,.'�i�, .;....;....;....; 352 ....;..,in Z:..,... ... ..:....:....:.. :....;..,,;....;....:....;.... ..;....,,.:....;,..,;.,.,;........jAPPROXIMAT 'DE'S`IGN .... �......;....;..,.;....;..,.:... ......,......�s�,y'......... .... ;.......... 0. z z (n Z U) ABOVE SEWER _ _ ° 0. 350...,... ,. .. .... U ................ 0.............................. ........ ........ o........;.......... ...................,....... o.....................: — - - ................,•�,y............................................. ............0 ..............,. 350 A � /�i _�11>19 I I I I I I I --T-- II 348;....;,.. �,�,��' :....:....:....:....���'� R9�..,;.....:....:....:....:....;,...;,...;....:,...:....;,.:.,..:....:....;....;...,:.,..:....:....:.,..:....:....:... ;.. ..:..,.:. it :....:,...:....: 348 :....:... .. .. :,. :....CONSTRUCTIII :. .............:....:. ..:....:... :....:.. :....:....:... :....:.........: .:.........:. .:....:....:.. .:....:....:.. .:....:.. .. ..:....:....:... :... ...:....:.. .:....:....:.. .:. ..:. ..:....:. II :.........:....: 66.88 L.F.f 4" 0900 P.Y.C. I'I FORCE. MAIN 00.00%. 346..,..'... .. ,. .. :.,..:........ , CONSTRUCT 99.60 L.F:t 4"C900......... ...........,:,..,;..,.:..................................: ................:.. :................ ..........:.....,....:....:...,..,..:,,.,:.,..:...,:,...,.,,.:... ......,... it ' p:v:c.'Fo�C� iuIAIN:� b:oo .. , I'I' : . 346 2 '. :.. :......., ............... .;.,,.;.........;..:.,..;....:........,;..,.;....;....;... ...;....;....:,. II ;....;....;....; 344;....;... :.. .:....:....:....:....:....:... .,.:,...:.,I.i.:,...:..,.:.,..:344 tk 342:....;........ .. ;....;. --- ..................... ........... .........................; ...... .,,................... .,.. .......,................................. .......,... .........II;....:....;....; 342 II CONSTRUCT 260.00 L.F.f :.........:... .. .:.... ; ... ,Lr r --- , --- 12"• P.V.C.: ,S,E.W ..: , ...:... :........... , . , , ... : : : . I . L : CONSTRUCT:66.23: L.F.f -- ,-��������_--- _ER_t�t 0,20 COOSTRUCT:260:Oi' L.i=: ..... , ..... . .......... . ...... . ... . .. . . . . . ........ . " . --r--- 12" P.V.C. SEWER; 0 0.20 ;12 P;V.C. SEWER 0 0.24% �OCT,353 4.F. t : : ; : CONSTRUCT 340 :............ .. ............. ��J,;��'N..CONSTR G.J,,..,,..,..... ..,,,...�o.�:. �'�....,.......,.......I.................. .. 314.15 L.F. 12';P.V,C.;SEWR ... I I _ P: w R�% o ��; : E . , C�. 0.209a • , _ :_ ... : —DRAIN ®0.2 A CONSI'RIJCI' 250;00 L.F;.t- 340 :STORM—DRAIN ^, ; ti o ���;� 'tiL� 12" P.V.C.PCSEWER ® 0.207. ( I :EXIST. 12- ......... :....:....:.. .. ..,..,.,:....:....:. �o,�;`�s`:....:.,..:....:....:,,..:....:....:,�`b....:� ti o....:,,..:....:....:....:..,,:..,.:....:....:....:....:•%G.:.,..:....:....:.:........,.............. I I•SEW�R MAIN: ' 6 338......... ...:....:....:....:....:....... °`.........:......,........ ...,...... ,............. :....:....;....:....:.........:.........:.........:......,..:.,............:....:� ° .,... ...:....: o �� �,�° . , , R ' s° ��� �: ? • .��J ,.tip ,�� , 338 .....:....:....:....'�...;...,; 336...................;....;....:....;...,:....:....:....;....:.,..;,...;.. ;...................:...,;. 336 : g» PN/q SEWER MAIC! 334 ................. ....:....:..,,:.. ......,.....:....:... ��,�.:��;....:..,.:...,:...,:.,,.:,,.,:....:...,:.,..:....:.,..:....:....:....:..:,...:,...:..,.:.,..:....:,...:....:....:....:....:....:....:....:....:..,.:....:.,..:.,,.:..;....:....:....:....:.,..:....:....; 334 00 L0 332..............,.........,....................................,..,.......,,...,..,,.,..........,.............,...,...,,.,.,............,........,.....,...,..,,,........,..,.,......,...,..........:,...:,...:....:....:....:....:....:....:..,,:..,.:,...:....:...,:.,..:....:....:....: 332 CONSTRUCT 302.50 L.F.: f 8": P.V.C; SEWER CSD 0:35% : : ......,10+00..............11+00........,,...12+00.............1-3+00,......,,..., 14+00...........,.15+00......,.,,,..16+00......,......17+00.........,...18+00...........,.19+00,,...........20+00 ............21+00.............22+00 ............2.3+00 ,.........:,...: SE -WEER PROF/LE v NLQ % cel M � OrPAWN BY.• A/✓S CHEC�'EO BY MKY SHEET 4 Of f0 SHEETS M ti a W O W Z O ✓oe No.: oe-I DWG Na: 04->38SW01 DATE.• 021161016 OrPAWN BY.• A/✓S CHEC�'EO BY MKY SHEET 4 Of f0 SHEETS �) d•WN NNj� - LEGEND VU 00 --O'— PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE UNLESS O O PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. --�--- —s" S— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED - - PROPOSED RIGHT-OF-WAY ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN - 7' MAX. o Amo OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' 18" SD PROPOSED STORM DRAIN LINE w/SIZE OF COVER AT GUTTER FLOWLINE. l- PROPOSED STORM DRAIN MANHOLE w/ NUMBER -4 PROPOSED CATCH BASIN w/ NUMBER �) d•WN NNj� - UU VU 00 2 ui r co N ui.cli00 00" Q RECORD DRAWING O O -� co LJ + N �- oo +_ N ~ oo+ao zQ ao�W� 3 00 N ®� �v1ATTHEW K. VOVILLA DATE �� o Amo U V (n U J ta- F (n l- � � J w O Z a n O ®> O M � N Z o ��V) O o M U x J Zia CONSTRUCTION NOTES O SEWER MAIN & LATERALS IN HUGHES LANE TO BE CONSTRUCTED O FORCE MAIN SHALL BE CONNECTED TO SEWER O CONSTRUCT PRESSURE CLEAN-OUT 1 2 WITH PHASE ONE CONSTRUCTION. MANHOLE IN ACCORDANCE WITH DETAIL 2 IN ACCORDANCE WITH DETAIL o a UU It 00 PHASES 1 & 2 ui r co N ui.cli00 00" Q RECORD DRAWING O O -� co LJ + N O W M � N ~ IZ -ioZ U TEMPORARY N � 00 N ®� �v1ATTHEW K. VOVILLA DATE ..4, o Amo U U ZO V) U � � J HUOHA=.%9 3 ANL=. ..,.......EW�R.V.0.20� ..,.. �,� PHASES 1 & 2 .�__T._,_`...: 340 r co N ui.cli00 00" Q RECORD DRAWING O O -� X30 /*�0- / 00blo-1 /Lj� + N . to 'S.......RMAIN: .... : M� M TEMPORARY N � 00 N ®� �v1ATTHEW K. VOVILLA DATE ..4, TURN—AROUND W W o j i2 RCE 43130 EXPIRES 3-31- Q Q Ln�wJJ RE!//S/ON No. © APPROVED BY.- RCE # 32178 (EX5o4 2-31-07) .1 MATTHEW K. VOVILLA, DATE R.C.E. # 43130 (EXP. 3/31/08) _Np O -tel skiyycal o m tf+ Nr7 J d N ONIMVEia. au0 • Q�OFESS/pN K. V p`'�lFy RCE 43130 ,k Exp. 3-31-08 * CVI1�. F OF C ALF _ Co ------ m–�S" -- t -' w 1' , / r• lord x Ll cn Z \ 7 c, "' x y '-(348.5)_-_-co-- OU (n ? °D ° \� %/ l %%Ni%%"/ /� J �' U (W { / a `n u � c i��>�` � _ ° ° I E WATER cn CL 2 TRACT BOUNDARY / oxo �� 3s'53"fz'rx, HUG�iES LANE / 3 LQ CL `� I `� "' I I I- 10+b0.D0 13+51.00 / Ao ,'' �l / °' 1 U' rn ( i . - — -iy 4"FM _ _ ,, »I / TRACT BOUNDARY �' I I00 —F ",12 S_ 12"S / co t I I (351.0) `ac w N x — — N 00• S.D. Jt2+00 13+00 , , -14+00 _ ' 1 / �� ' 1 +0,0 ' / _ - i 7 w 18+00 1 — 12"S __ _ II24+002Y 36 53 E ia7ah - x / /�/' '� 21+00 i x�� cn 20+00 21+20.47 22+00 { _� `E12"I ' �pq�41- iii 1"Lo Lo to W/ i' ' 1 / ;�/// \�\-'� — — --'Qi /1� — M N11'28'02"231+Rp ----- QiLo Lo Lo 6 6E$ i w x / to �U) _RW i�/ I �— — — — 11L N cn W I»n»00 w rn h / / 4' TYP. + OD n o �`�S n n R/W Q0 ua LOT C �� °u°, / i /'�.V/�. %" / ' { / WSJ + + mh R/w I I r--------- -- -- ' //// 1 I� �`—--_ 22 x 10+70 t-10+70 co o I O O — '�- �` /./ — +- — —1—N I r7 �� } W 21 Cz t I a n ((�� 7- / (o 7.7 r 78 { I 5 ( I / // to / J� �1 I C4 i N `�___-�� N N N °f 1 I I S N I i + �j { �,1+p4 i 3 o I 2 "+ 1 44• x i W I i I x 77 11f�7 x / / i.,; s 1 w n� 43 42 41 40 I iW x I �� I I I v II I SEWER LIFT STATION -SEE { ,�/� o �,, I o x TRACT NO. 6362 SEWER / 2 11 /� ,f _ l 1 I I o I 'I LIFT STATION PLANS FOR I w / N , ' / /'I'1� / 1 I- - - - - J Q co CONSTRUCTION DETAILS I / `� I / /,, 11 x x /1 23 I 5' �' °' I 20 N I I �' �� W I ' I / i / / o o / 11+cn 47 {- 11+47 X STREET � � / .� ,�,% � � W I � I T , � { -� DONNYLANN C06ERN Q McKEE ROAD G�JJIJ * b W SEE SHEET 10 = STREET STREET 0 o: g ul SEE SHEET 9 SEE SHEET 3„ W Q ���'av`'`'P o o I +w I _> U o�(n< �N MM ZX p; W M V ZW Z NN W a�S U CX O N o 0 (3n o HORIZONTAL: 1 "= 50' 3:-1 W o I �d Qa w VERTICAL: 1"= 2' ~ ~ �d,`�1 X321 * �•�P O)MW� SW 22+50.00= SW 23+16.23= Nr:(n 0) r- Oao 11�WN 00N o� O4 00 C14 God oUN CL 22+50.00 CL 23+15.05 +00 N� LO :4k N�j�k OON O� O� OON 00 N O 1- to W = S to F ui (o= (6m to Ind 00N » oa' C + 2 `f Wit° v>> cO = m N = m = o CONSTRUCT SWMH #26 TIE-IN 12 SEWER Z +0 +� t0 -F2 352...,. �v�i,f,-w.�(n.?.o+-az..............±�..,.....,.... .......,....... M(On.,...,M� ....��..,............,..,.,,...,,.....,..,....��...,.,,......,...,.,,......,......,.,.....,............. oZ `�s+�'� TO EXIST. MANHOLE U 0� (on' ��--�(3nco.�W (3n�"' �' �" cin'- : : : : ; :�~ : : 3--0 ....:....:....:....:....:....:....:....:.... ....:..... � .:....;,...:.... 352 .,,.;...z;.......N....�v..:....:....;....:....:....:....:....:..:..,,�...:..,.., :...•APPROIMA DES1�1...;..;,...:.,..;....;,...:...,,:,,, ....:....:...,:,...:....:....: �T ,...:.,�.:,...:...,:..,.: 00 . zo zo (n : : z : : ; zo • (n : : : ABOVE SEWER ; 350...,:. .. ... U ...:....:....:.. �: ..:,... "...:.... �...:,,,.:...,:,...' :,,..:....;...,;....:....;. ..................... .,.. ..... ; : : ; : o-� ;�.';��, �'' - - -�,.................;....;....;....;.... ;..p ;....; 350 348........, �' ,�� ....:....:....:....:....�� �'� �R9y�...:.......:....;....;....;..,.;..,.;....:,...:,...:....:..:....;....:....:....;,,..:....:..,.:.,..:....:...,:.,..:..,...:....:....:..,.:....:....:....:....:....:... ...:....:, it ;,...:.,..:.,,.: .� 348 :,...:... ; :....CONSTRUCT...... ; ....:.........;....:....:........ ..:....:... ...:,............. .. ...:....; ..:....:....: :. ..: .......... • (•{ 66.88L.F.t 4" C900P.V'.C. ;....;..... ;....;.................. ..,.......... . : FORCE, MAIN 00.00%. 346:....:... •, :...,...,,;.,. , CONSTRUCT 9960 LF:t 4" C900 'p:V.c.Fb�Ct=i�AlN;db:ob : : : : ; : ; ; : : .:....:....:....;....;,...;•.. ...;....:..I.{.;....;....;....; 346 ......... .,..,................:....:............. ..............,...,........... ........ ....... ........... ,.., .:....:.,.. �":; til ..... I{ . 344:....:... :....:....:....:....:....:....:... .;....:.....:...,:.,,.:....:,...:.,.,:...,:.,..:....:....: :....;...,:,. .'.','.,..'....'....'.,,.'.,..'.,..: I{ ..,, I.I.................344 IK ...... .... ..,...R..... ................................ ....; .,...,....,,,.;....:.,,.; .;,...:.,..;....;....:,...;,. .......,;.,�.�.;....;...,;,...: �. � ....... ....................342,...........,................,..... ... ...:IIj ...: ol: 342 CONSTRUCT 260.00 L.F.f ' 4� , . , .. 12"' P,V.C: ,S W 4N5TRUCT' ;....... ;.3�va,W, E. ER.00.20%. .; C ,260:0:1'C.1-:x'12E.............: .,:..{.{.:CONSTRUCT:66.23:L.F.f P.V.C. yyER; ®O.Oq 12 P;V.C. SEWER 0 0.24 14 „ ; ; : : : : : ; : : , 340 ; ........ �Nv 12 � �,� CONSTRUCT 314.15 L.F. 12":PVC ' S 338;.... ... �a. ..� tea' ?�F,:...,;....CONSTRUCT333.11'L:F'.'�.,...;....;.,..;.. ..,.......EW�R.V.0.20� ..,.. �,� CC3N$1'Rt1C1' .........,..., ...,.,.,,,, 250;00 L.F;.f 12" P.V.C. 0211610,6 .�__T._,_`...: 340 A✓S 30" CL; -III R.C.P. w/R.G.J.:. >, SEWER 20%' 0 0. p • . ..:.. , .:.. , . STORM-PRAIN 0 0.10% . . . :....:....:. . I I :EXIST.: 12" . 00 : 'S.......RMAIN: .... : ... �a. ..� tea' ..................... '�' �X ; s' ..,.......EW�R.V.0.20� ..,.. �,� CC3N$1'Rt1C1' .........,..., ...,.,.,,,, 250;00 L.F;.f 12" P.V.C. 0211610,6 .�__T._,_`...: 340 A✓S CHECKED BY.- >, SEWER 20%' 0 0. p Q � I I :EXIST.: 12" . ..,;,,..;,,..,,;.,.,;.,..;.,,. 'S.......RMAIN: .... : M ..4, ao . �ti���....;.....338 ..:.... ... .... .�. ..�, ...: .... .. .. ... .. .:.... ... .. ..;.. . ....:.... ............................. .. ................. .:....:. .:....:.. :....:....:....;....: .. ; s336:.. .„,o�;�.,��.. ......... ...... ... :...��. ..... ...:....:....:....:..,.:....;....:....:....:....:....;....:.,.,;,...:,...:....:....:....:....:.,..:....:...,:....:....:....:. '� ^�: : : :...:....;....;....;....;....;...,;....;....;....;....;....;..,.:....; 336 �f ......'....: ......... :....:....: ........ 33":.:....:....:....:....:..-'''.-y.r�rY�/...:.,..:....:....:..,.:....:....;....:....:....:,...:....:....;....:....:....:....:,...:....:,...:....:....:....:....:....:.. f, EWER MAI( PVA S ..........,...............: ......,...: ,.,..: ...........................,.............334................. ..,..... ..... ..... .: .... ,.... :....:.... :.... : : 334 332 ..............,.. ..,......................... ......................... .............,...,......... :... . If : : : CONtTRUCT 302.50 L.F: f 8": P.V.C: SEWEIR 0 0.35 : : : : : : : : : : : : : ; .. : ; ; 332 ...... ..........:. :.......,.:. :....:....:. :....:,.,.:. :....:...,:. :...,:....:. :....:;...:. :....:...,:. 10+00 11+00 12+00 13fDO 14f 00 15+00 16+00 17+00 18+00 19f00 20+00 2'1'+-0'0- 22f00 ' ' ' 2.,3+00 � � ' � � ' � � � ' ' SEWER PROF/LE lu Zt Q V JOB No.: o DWG No.: 04-138SWO1 o o 0211610,6 DRAWN BY.- A✓S CHECKED BY.- MKV SHEET . OF 10 Q � M w O Z a n M � N U o M a O ° ( I 4. 4 +i va � Z z lu Zt Q V JOB No.: 04-138 DWG No.: 04-138SWO1 DATE: 0211610,6 DRAWN BY.- A✓S CHECKED BY.- MKV SHEET . OF 10 SHEET,' —y z Z I Y .i LEGEND W ALL STAT/ON/NG /S BASED ON CENTERLINE UNLESS --�-0--- 0 SEWER MANHOLE w NUMBER OTHERWISE NOTED. ----�— T) SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED —8" s— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' M/N. - 7' MAX. -- - - 0 RIGHT-OF-WAY N a OF COVER AT GUTTERFLOWL/NE. --� 18" So — PROPOSED STORM DRAIN LINE w/SIZE N PROPOSED STORM DRAIN MANHOLE w/ NUMBER PROPOSED � o 00 0 OO 00 0 o i .i FRECORD DRAWING 79"SW - ar�`.y' MATTHEW K. VOVILLA DATE RCE 43134 EXPIRES 3-31- , 40, I ' 17+84.35 + 38 37 36 35 34 33 32 17+65 57 39 A- !Ji ^ N 00 00 N N N co c: ^ (AiOd ri M + + + + N + 00 41 I o+ o ,� N o + 17+26.35 + 4'TY + N 04 �-�+ + 04 ZRIW p 5' _ 56 _ N J 16+88 i° v7� 10+0000 11+ M "� o po °� - ( 14+79.58 —' + '— 12+00 N89'23'07"W 13M 00 N 14+00 42 6"S — — -- 16+68.35 0. �X^ M N N N N N N N i 16+49 a�_ W 55 — — — Lo M o �R/WLf) cv 4' TYP J �o o� N M + = ao = aD 00 00 r o0 43 32.2' n co od MI z 16+10.35 M 0) to OD t N 46 47 48 49 50 M 51 M 10' 20' 20' 10' 54 52 � ._._ 00 15+72 JACOB STREET 0 (n (nSEE SHEET 6 Lo 0D uD D: 00 Z +Z + Z +0 00 �0 W CC>URT PHASE 1 _N HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' 0)� O t 00 2* 00� 0)X hm 0) o 3 vt j V) 352;....;.. N;.... :....:....:....;....:....;....;....;....;... ;.... j...; 352 ol `�?:....:....:....:.. o� o ............... 'Oi5k6X ATE -DESIGN ...;....;....;....;....;.... v ABOVE SEWER 350: ... �°�'...:....:....:...:....:....:....:....:....:....:....:....:....:.... :350 348:....:. ..... 348- 346: .... 48346:..... ........................................................................ .; 346 344:....:. :.344 .6„ P F 342 ....:.. . : ....:....:..� :� . `�e�� .. ; :..8,'. Q1/C. SEWER ' MAiiv ...... ....... 342 :....:.. ...........:.��.:..:.��.:....:....:....:..............:....:....:....:....:............ �o��� 340 ....... ....................................................................................... �� ... .... 340 \ ' CNV 33g �' s CONSTRUCT 100.10 L.F.- 60 .F. t CONSTRUCT 384.58 L.F. :f 8" P.V.C. SEWER @ 0.35 338:.........." .... SEWER @ ......................:....:. ..:.... ; .... ; ......... ; ....:338 ....... 10+00 ..............11400......,.♦..., 12400............. 13+00............. 14>t-00,.....,.,.....,.. SEWER PROF/LE RECORD DRAWING 2 o)oc4 y) 1 � 1 •�A/r^�_._ S U1IER CURVE DATA �y I D MATTHEW K. VOViLLA C1: R=495. ' R=495.00' RCE 43130 EXPIRES 3-31• ,s ..� DATE L=262.00' m m - T=134.14 �' 75 � '2X63 10 11 12+52.87 9 46 12+15.87 13X°328 r M 74 M RAW + R/W'�% N '3X 7 8 f 4a m N 00 �. 47 04 73 N CID f ms's Xh o, + d + O M rn "W •3 \ ± -4' TYP. b —± /R/W �2pg85 48 :o rn•- / 11 00 co 12+ 0 M ~-A $' M M N M X62 07 RAW cA 'o. co + • O N 71 3, o / + ' TYP jO M N ,5X + + - 49 12 0, N •- / rl�a 00 0 + fliM fn '5393 '0' 0 15 N 14 N 13 17 70 ' 20' 6' 18 + + 16 + / O Q°, N0 50 DONNYLANN N STREET SEE SHEET 9 „ V V)0 L6to: U):D LoZ) o 0) Z N Z M Z 00o No NO L:>A FLD! Y COURT PHASE 2 Mk f, o HORIZONTAL: 1�"= 50' LTi 0n z un = 4n v VERTICAL: 1"= 2 0) +4 + + 0) UNO VV V �.................... �......................... : [] Z 350:....:... D .........:....:.. APPROXIMATE: DESIGN ... ; . �A�y. o .....:... �r � o'' ,�....:............:....:350 : ABOVE SEWER • �. v 350�� 00 o............. --..- .......... ........................... 348:....:... ^- ...:....:....:....:....:....:. :....:....:....:.........:348 346:....:... .........:......... ♦...: :....;....:....:........ 346 344:....:.. ..:....:....:.... :.E�,,.,`�.:. 344 342:.... ; .. .... ; $,,. PVD. SEWER MAIN ..... ��� 3�� .:... ; . .:....:....:....:....:.... �� e ' : $�,� 6: ' 342 tKl 340...... ... :....:....:....: .. ................... 340 :....;..:....:....:....:.♦..;........... 338........ ................:....:....:....:....:. ;....:....;....;....;.. 338 336:....:. ...:....:....: :....;....:....: 336 �N`�...;... I. ..... .............. .. .... 334 ' ' ' ' ; ' ' ' eONSTRUCT 262.00 L.F. 8" P:V.C. SEWER t�D 0.5©� CONSTRUCT 100.00 L.F. t ' : ' ' ' ' :334 6" P.V.C. ; SEWER ; @ 1.00% .. ♦ 10400 ..............11400....... ♦ ..... 12400............. 13400............. 14400................ . SEWER PROF/LE / 2 LEGEND W ALL STAT/ON/NG /S BASED ON CENTERLINE UNLESS --�-0--- PROPOSED SEWER MANHOLE w NUMBER OTHERWISE NOTED. ----�— PROPOSED SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED —8" s— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' M/N. - 7' MAX. -- - - PROPOSED RIGHT-OF-WAY OF COVER AT THE PROPERTY LINE AND A MIN/MUM OF 2.5' a OF COVER AT GUTTERFLOWL/NE. --� 18" So — PROPOSED STORM DRAIN LINE w/SIZE PROPOSED STORM DRAIN MANHOLE w/ NUMBER PROPOSED CATCH BASIN w/ NUMBER FRECORD DRAWING 79"SW - ar�`.y' MATTHEW K. VOVILLA DATE RCE 43134 EXPIRES 3-31- , 40, I ' 17+84.35 + 38 37 36 35 34 33 32 17+65 57 39 A- !Ji ^ N 00 00 N N N co c: ^ (AiOd ri M + + + + N + 00 41 I o+ o ,� N o + 17+26.35 + 4'TY + N 04 �-�+ + 04 ZRIW p 5' _ 56 _ N J 16+88 i° v7� 10+0000 11+ M "� o po °� - ( 14+79.58 —' + '— 12+00 N89'23'07"W 13M 00 N 14+00 42 6"S — — -- 16+68.35 0. �X^ M N N N N N N N i 16+49 a�_ W 55 — — — Lo M o �R/WLf) cv 4' TYP J �o o� N M + = ao = aD 00 00 r o0 43 32.2' n co od MI z 16+10.35 M 0) to OD t N 46 47 48 49 50 M 51 M 10' 20' 20' 10' 54 52 � ._._ 00 15+72 JACOB STREET 0 (n (nSEE SHEET 6 Lo 0D uD D: 00 Z +Z + Z +0 00 �0 W CC>URT PHASE 1 _N HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' 0)� O t 00 2* 00� 0)X hm 0) o 3 vt j V) 352;....;.. N;.... :....:....:....;....:....;....;....;....;... ;.... j...; 352 ol `�?:....:....:....:.. o� o ............... 'Oi5k6X ATE -DESIGN ...;....;....;....;....;.... v ABOVE SEWER 350: ... �°�'...:....:....:...:....:....:....:....:....:....:....:....:....:.... :350 348:....:. ..... 348- 346: .... 48346:..... ........................................................................ .; 346 344:....:. :.344 .6„ P F 342 ....:.. . : ....:....:..� :� . `�e�� .. ; :..8,'. Q1/C. SEWER ' MAiiv ...... ....... 342 :....:.. ...........:.��.:..:.��.:....:....:....:..............:....:....:....:....:............ �o��� 340 ....... ....................................................................................... �� ... .... 340 \ ' CNV 33g �' s CONSTRUCT 100.10 L.F.- 60 .F. t CONSTRUCT 384.58 L.F. :f 8" P.V.C. SEWER @ 0.35 338:.........." .... SEWER @ ......................:....:. ..:.... ; .... ; ......... ; ....:338 ....... 10+00 ..............11400......,.♦..., 12400............. 13+00............. 14>t-00,.....,.,.....,.. SEWER PROF/LE RECORD DRAWING 2 o)oc4 y) 1 � 1 •�A/r^�_._ S U1IER CURVE DATA �y I D MATTHEW K. VOViLLA C1: R=495. ' R=495.00' RCE 43130 EXPIRES 3-31• ,s ..� DATE L=262.00' m m - T=134.14 �' 75 � '2X63 10 11 12+52.87 9 46 12+15.87 13X°328 r M 74 M RAW + R/W'�% N '3X 7 8 f 4a m N 00 �. 47 04 73 N CID f ms's Xh o, + d + O M rn "W •3 \ ± -4' TYP. b —± /R/W �2pg85 48 :o rn•- / 11 00 co 12+ 0 M ~-A $' M M N M X62 07 RAW cA 'o. co + • O N 71 3, o / + ' TYP jO M N ,5X + + - 49 12 0, N •- / rl�a 00 0 + fliM fn '5393 '0' 0 15 N 14 N 13 17 70 ' 20' 6' 18 + + 16 + / O Q°, N0 50 DONNYLANN N STREET SEE SHEET 9 „ V V)0 L6to: U):D LoZ) o 0) Z N Z M Z 00o No NO L:>A FLD! Y COURT PHASE 2 Mk f, o HORIZONTAL: 1�"= 50' LTi 0n z un = 4n v VERTICAL: 1"= 2 0) +4 + + 0) UNO VV V �.................... �......................... : [] Z 350:....:... D .........:....:.. APPROXIMATE: DESIGN ... ; . �A�y. o .....:... �r � o'' ,�....:............:....:350 : ABOVE SEWER • �. v 350�� 00 o............. --..- .......... ........................... 348:....:... ^- ...:....:....:....:....:....:. :....:....:....:.........:348 346:....:... .........:......... ♦...: :....;....:....:........ 346 344:....:.. ..:....:....:.... :.E�,,.,`�.:. 344 342:.... ; .. .... ; $,,. PVD. SEWER MAIN ..... ��� 3�� .:... ; . .:....:....:....:....:.... �� e ' : $�,� 6: ' 342 tKl 340...... ... :....:....:....: .. ................... 340 :....;..:....:....:....:.♦..;........... 338........ ................:....:....:....:....:. ;....:....;....;....;.. 338 336:....:. ...:....:....: :....;....:....: 336 �N`�...;... I. ..... .............. .. .... 334 ' ' ' ' ; ' ' ' eONSTRUCT 262.00 L.F. 8" P:V.C. SEWER t�D 0.5©� CONSTRUCT 100.00 L.F. t ' : ' ' ' ' :334 6" P.V.C. ; SEWER ; @ 1.00% .. ♦ 10400 ..............11400....... ♦ ..... 12400............. 13400............. 14400................ . SEWER PROF/LE / 2 ✓0B No.: 04-138 DWG No.: 04-138SW01 DATE.- 02/16/06 DRAWN BY.- M✓S CHECKED BY.- MKV SHEET 5 o W a LL, OO W o ✓0B No.: 04-138 DWG No.: 04-138SW01 DATE.- 02/16/06 DRAWN BY.- M✓S CHECKED BY.- MKV SHEET 5 L0 0 0 N c9 N 3 00 0 Q) V) 00 0 i 68 16'98 � 7+27.86 67 17 46 f 17+82.95 RECORD DRAWING 00 0 MATTHEW K.'VC UACyV DATE RCE 43130 EXPIRES 3-31•io' 67�Z- i•,• M IIII. w � IP, _ _ I 6 LE 2 TEMPORARY DRAINAGE SUMP & 1"= 50' DRAWN BY.• ALL STATIONING IS BASED ON CENTERLINE UNLESS CHECKED BY.- AlKY SHEET 6 Of 10 SHEETS PROPOSED SEWER MANHOLE w/NUMBER OTHERWISE NOTED. III PROPOSED SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED -*-8" s— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. - - PROPOSED RIGHT-OF-WAY OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' 21 22 OF COVER AT GUTTERFLOWLINE. —18" SD— PROPOSED STORM DRAIN LINE w/SIZE 0 PROPOSED STORM DRAIN MANHOLE w/ NUMBER 0 PROPOSED CATCH BASIN w/ NUMBER i 68 16'98 � 7+27.86 67 17 46 f 17+82.95 RECORD DRAWING 00 0 MATTHEW K.'VC UACyV DATE RCE 43130 EXPIRES 3-31•io' 67�Z- i•,• M IIII. w � IP, _ _ I 6 & 2 TEMPORARY DRAINAGE SUMP & 1"= 50' DRAWN BY.• TURN—AROUND, SEE TRACT NO. CHECKED BY.- AlKY SHEET 6 Of 10 SHEETS VERTICAL: 1"= 6362 STREET IMPROVEMENT PLANS FOR DETAILS & CONSTRUCTIO SPECIFICATIONS. �ry 19 Lu 20 21 22 23 14 0 0 0 0 O) p�j M O � N ur O ± N 0o O N to .- M .- N 0 + + + 4' TYP. �� + + 0 - o �R/W — — — — 63 — — - a� co �' W— N N °' o a N On f8+20 = 00 18+46.12 5' It DONNYLANN STREET I SEE SHEET F- C) U O M � 00 V) 00 z +0 0) U N W V) Q n_n l..L. 24 a 25 U Do i— —i-- — — 0 N00'36'S3"E M M M M 0) N ( I M IN yl N N (TA N (oo R/W 0No I ,Lo I o 0 + + N N I M I — st I •- I I lJo n M M M M I M I M co d C4 O I 00 ( (6 26 0'01 27 ± 28 N 29 30 + 1 + 132 + 33 r r r N •- I I P Lo 00 4 0) d' RECORD DRAWING MATTHEW K. VOVILLA RCE 43130 EXPIRES 3-31- W LEBOW Q COURT =n SEE SHEET 5 CL 1� 52 14+25 R/W — 636G1., M M � M Lo to M pry 53 54 55 to r r wig �L, 20 ' 20' 10' = 3 py 14+25 32 �z O o —I M to I I+ 31 16+51 �R/W — _. 16 i_ M M pnry N PF - - - N r + Lo qt �R W 4' TYP J n + / OD + 00 r- M M M 56 + 57 + 58 ± 59 r � r O M N d' 0) 16+69 16+88.00 1-17+11 3 i� 0 t7 0) I 17+49.58 Z COBERN STREET 11 10 9 PHASES 1 O & 2 HORIZONTAL: 1"= 50' DRAWN BY.• YJS CHECKED BY.- AlKY SHEET 6 Of 10 SHEETS VERTICAL: 1"= 2' 1V tV) K)M M ti 4* Lo It + N + + 04 po � � to 0) n :............,.;....:............., ...... 352352. . 13 O O _' Ln .......................................................,..,,.•,.,..........,..,.,.,,...,........,,.,........,..,,.,......z,.......... ..........,,,,......,,,,.,...............,...........,�.,.,,...... o, 0; 350....,. ................:....:....:....:.. APPROXIMATE DESIGN �,y 350 ABOVE SEWER ; : .:....:....:....:....:....:....:....:....:....:....:.... ' °�.:_r-----.--.........'`..:....:,.,,:,,, T....:....' ..:....:..:......... :..,.:.,.,:....:....:....:....:....:.,..:.. ..........: 348 348: �y ' T AS',o=r..-� 346;....;. .;• ...:....:....:....:....:....:.. : : 346 344;,,•.;. ,...:.•....,,:... .......... 344 342;...,;. :....:....:....:....:....:....:.. ;,...;,...;....;...,;...,:....:;,...:..,,;....;....;,...:....;....:,,..:....;,...;. ;....: 342 1,........;, ....:.........:....:....:....40:94.; „ ;\Nv6'' PVC SEWER MAIN 340;,.,.:, .• :tb•.,•,��► ,,..,......�.�.,,,;,... .,....,,, :....:....:....:....:..��,�•. ��.... :340 \ , 8„ pVC SEVdER MAIN F 338..,. : •;....,,...:.8.pvC.s�wER MAIN .............:.��.:..,.;..,.:..,,;....;....:....;,...;....:....;,,.,:,...;.,,,; •.:..,� s�...;.,..;...... 338 , �....:....:....:....:....:....:....:....:....:......................:....:.......,.:....:....:....:..................,:,........:..:....:....:....:....:,........................... ......,,336 336:--5\' � : ' : � : : • �� : CONSTRUCT 334.95 L.F. 8 O.V.C. SEWER• 0 0.35% CONSTRUCT 335.00 L.F.• f 8":P.V.C.• SEWEf ® 0.35% CONSTRUCT 284.00 L.F. f• 8" P.V.C. SEWER 6 0.35 10+00 11+00 12+00 13*00 14+00 15+00 16+00 17+00 18+00 19+00 SENDER PROFILE ��G�NEER # di cs rr► ( i C6 pa W Y U a Cil O o � (7 4 W W Q OM No.: 04-138SW01 DATE.• 02/16/06 DRAWN BY.• YJS CHECKED BY.- AlKY SHEET 6 Of 10 SHEETS Lu 14 V O JOB No.: 04-138 OM No.: 04-138SW01 DATE.• 02/16/06 DRAWN BY.• YJS CHECKED BY.- AlKY SHEET 6 Of 10 SHEETS 11 0 0 0 0 N N cn 0 0 a> cn i 00 r7 i 0 IN 1 19+43 19+81-4 63 20+20.12 62 20+57 20+78.12 20+97 RECORD DRAWING (P#A5E 2 oNL-Y) MAMEW K VOV41A RCE 43130 EXPIRES 3.31. TEMPORARY DRAINAGE SUMP & TURN -AROUND, SEE TRACT NO. 6362 STREET IMPROVEMENT PLANS FOR DETAILS & CONSTRUCTION SPECIFICATIONS. 41 0 40 0 39 0 38 LO K rn ± N m d rn N co M ^ in °.° 5, o o R/w ± :-f TYP. N iA N N 18" S.D N 14 ' 3 qt 11 W)— N of M O + + N 0 Z O 0)M rrj to 42 0 43 rl 20 ' 20' 10' )ONNYLANN STREET EE SHEET 9 37 0 M � 00 .- I tto 04 — I — Ll l_ Dm -4r. !-,;P- •i �mmll - mirm 0 �R/W 636F8 OD — h to O> + N N M + \ 00 n ego to Lo a 06 M � 44 N 45 N 46 M 471 M 48 3 F- O U O� IV) +z M 00 g. ih N N RECORD DRAWING �i � !zv do MATTHEW K. VOVILLA MATE RCE 43130 EXPIRES 3-31- I 66 65 0 64 0 63 0 62 61 0 19+07 7 in ai os 6 0 = + + + + OI i{ co `co ^ 000 19+22-67 00 3 19+41 tn 0)^ o 0 —R/W n + 4' TYP. 000 % ' 6 —I 636F9 104 ""4 N N °' N 19+79.44 " 19+00 F— N00'36 53"E_ — 0) o, Q, LO 19+39.0 20+18 d �R/W ►`� to 4' TYP �+ + + \ 3 20+37.44 co h h rn 000 s M 20+57 O cV TO O! N 0) M4 N 67 68 69 70 71 00 z ' 72 1-° � 20 LO' 20 20+95.4¢ COBERN STREET o SEE SHEET 3 O j OD ui O +z�Z 10 �O KALL YA NN STREET PHASES 1 & 2 i ©� � � F-: c��Oco HORIZONTAL: 1"= 50' O T X 4k z �,� N o O o VERTICAL: 1 "= 2' LO = Z co co to � + 0) :c �O + Na N(n14) ��0 352: ........ v'60...oal.11"...............................................00 .....................cflf- OU)JJ. D 352 :,:..:... ��r..+ ...b+ZL-.L- W:....:....:....:....:....:....:....:....:....:....:... LO Fr :....:.. ........:....:....:.........:.. u.� z ; ; �. 350 .... :...c,�... ..... m ...:....:....:....:... :....:... �....; Af'PFZOXIMA7�'D�SION..:....;.......:.,..:....;....;....;....;... 350 ABOVE SEWER .� ;.... 0 ...:....:....:....:....:....:....:....:....:....:....:... ...;..,,........:..,.:....:... �.��.... 348:. .. :. z' ...:.... Z' :....:....:....:....:....:....:....:....:....:....:... �'s :....:....:....:....:. ,..............--'..:....:....:....:....:....:.. ....:....:....:....:....: y R��ti 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346:....:.. ........ .......... :....:....:....:....:....:....:....:....:........ ..............................:,...:....:....:....:....:.. ...:....:....:....:....;....;.. ....:.................... 346 ...:....:....:....:....:....:....:....:....:....:...... ............... ........, ................ ....................;....;....;....;....;.. CONSTRUCT 45.34 L.F. f 344:....:.. :.. .18:GL— III: R.C:P.•w/R:d.d:..:.........:.........................:....:....:....:....:....:....:..,.:....:....:....:....:....:.. ,:....:....:....:....:....... ..:.:.........:.........: 344 STORM-QRAIN 6 0.20.' ...:....:....:....:....:. ..............:..............:.. ...........:....:....;..R.. ; NNE 342:....:.. 'S ,�..........:....:....:....:....:....:....:....:....:....:.. ....:...:....:....:....:....;....:....:....:....:....:....: ... .......:....:.., :....:....:....:....:....: 342 .....:....:....:...................... ......... ...�. ........63' pVC:SEWERMAIN ;....: : ....;.................. ....... ............. ........:....:....:....: 340:.... .:'....:.........:....:....:....:.. .. ..::....:....:........................: °ter... :.. :....:....:....:....:....: �"'�' ••.�4r�' : �'''��:'340 ... ......:....:.8:'.PVC SEWER MAIN ....:....:.., & ::....:....:....:....:....:....:....:....:....:....:... . '.......................... 338:....:..�.,,�:....:....:....:. :...,;....:....;....:.. :....;....;... ... :....�....: :....:....:....;....;....;... ;.. :....:....:....:....:....: 338 • ` CONSTRUCT 350.00 L.F: t 8'' P.V.C: SEWER 0 0.35% CONSTRUCT 350.00 L.F. t 6" P.V.t. SEWER p 0.50%: CONSTRUCT 175.00 L.F.:f : '.........:..................................:....................P•.V.C. SEWER -@ 1. ....:....:.............. :....:............................. ;... ........ ...................... .............. 10+00 11+00 12+00 13f 00 14+00 15+00 16+00 17+00 18+00 19+00 SEWER PROF/LE ER ���G�PE O O M i W Y shri _> v U a V O W LEGEND D 04—>38SWO1 DATE.• 02/16/05 DRAWN ,Rr: ALL STAT/ON/NG /S BASED ON CENTERLINE UNLESS ---0-- PROPOSED SEWER MANHOLE w/NUMBER DTHERW/SE NOTED. All PROPOSED SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED —8" S— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. -- - - PROPOSED RIGHT-OF-WAY OF COVER AT THE PROPERTY LINE AND A MIN/MUM OF 2.5' v v O OF COVER AT GUTTERFLOWLINE. —18" SD— PROPOSED STORM DRAIN LINE w/SIZE PROPOSED STORM DRAIN MANHOLE w/ NUMBER PROPOSED CATCH BASIN w/ NUMBER 1 19+43 19+81-4 63 20+20.12 62 20+57 20+78.12 20+97 RECORD DRAWING (P#A5E 2 oNL-Y) MAMEW K VOV41A RCE 43130 EXPIRES 3.31. TEMPORARY DRAINAGE SUMP & TURN -AROUND, SEE TRACT NO. 6362 STREET IMPROVEMENT PLANS FOR DETAILS & CONSTRUCTION SPECIFICATIONS. 41 0 40 0 39 0 38 LO K rn ± N m d rn N co M ^ in °.° 5, o o R/w ± :-f TYP. N iA N N 18" S.D N 14 ' 3 qt 11 W)— N of M O + + N 0 Z O 0)M rrj to 42 0 43 rl 20 ' 20' 10' )ONNYLANN STREET EE SHEET 9 37 0 M � 00 .- I tto 04 — I — Ll l_ Dm -4r. !-,;P- •i �mmll - mirm 0 �R/W 636F8 OD — h to O> + N N M + \ 00 n ego to Lo a 06 M � 44 N 45 N 46 M 471 M 48 3 F- O U O� IV) +z M 00 g. ih N N RECORD DRAWING �i � !zv do MATTHEW K. VOVILLA MATE RCE 43130 EXPIRES 3-31- I 66 65 0 64 0 63 0 62 61 0 19+07 7 in ai os 6 0 = + + + + OI i{ co `co ^ 000 19+22-67 00 3 19+41 tn 0)^ o 0 —R/W n + 4' TYP. 000 % ' 6 —I 636F9 104 ""4 N N °' N 19+79.44 " 19+00 F— N00'36 53"E_ — 0) o, Q, LO 19+39.0 20+18 d �R/W ►`� to 4' TYP �+ + + \ 3 20+37.44 co h h rn 000 s M 20+57 O cV TO O! N 0) M4 N 67 68 69 70 71 00 z ' 72 1-° � 20 LO' 20 20+95.4¢ COBERN STREET o SEE SHEET 3 O j OD ui O +z�Z 10 �O KALL YA NN STREET PHASES 1 & 2 i ©� � � F-: c��Oco HORIZONTAL: 1"= 50' O T X 4k z �,� N o O o VERTICAL: 1 "= 2' LO = Z co co to � + 0) :c �O + Na N(n14) ��0 352: ........ v'60...oal.11"...............................................00 .....................cflf- OU)JJ. D 352 :,:..:... ��r..+ ...b+ZL-.L- W:....:....:....:....:....:....:....:....:....:....:... LO Fr :....:.. ........:....:....:.........:.. u.� z ; ; �. 350 .... :...c,�... ..... m ...:....:....:....:... :....:... �....; Af'PFZOXIMA7�'D�SION..:....;.......:.,..:....;....;....;....;... 350 ABOVE SEWER .� ;.... 0 ...:....:....:....:....:....:....:....:....:....:....:... ...;..,,........:..,.:....:... �.��.... 348:. .. :. z' ...:.... Z' :....:....:....:....:....:....:....:....:....:....:... �'s :....:....:....:....:. ,..............--'..:....:....:....:....:....:.. ....:....:....:....:....: y R��ti 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346:....:.. ........ .......... :....:....:....:....:....:....:....:....:........ ..............................:,...:....:....:....:....:.. ...:....:....:....:....;....;.. ....:.................... 346 ...:....:....:....:....:....:....:....:....:....:...... ............... ........, ................ ....................;....;....;....;....;.. CONSTRUCT 45.34 L.F. f 344:....:.. :.. .18:GL— III: R.C:P.•w/R:d.d:..:.........:.........................:....:....:....:....:....:....:..,.:....:....:....:....:....:.. ,:....:....:....:....:....... ..:.:.........:.........: 344 STORM-QRAIN 6 0.20.' ...:....:....:....:....:. ..............:..............:.. ...........:....:....;..R.. ; NNE 342:....:.. 'S ,�..........:....:....:....:....:....:....:....:....:....:.. ....:...:....:....:....:....;....:....:....:....:....:....: ... .......:....:.., :....:....:....:....:....: 342 .....:....:....:...................... ......... ...�. ........63' pVC:SEWERMAIN ;....: : ....;.................. ....... ............. ........:....:....:....: 340:.... .:'....:.........:....:....:....:.. .. ..::....:....:........................: °ter... :.. :....:....:....:....:....: �"'�' ••.�4r�' : �'''��:'340 ... ......:....:.8:'.PVC SEWER MAIN ....:....:.., & ::....:....:....:....:....:....:....:....:....:....:... . '.......................... 338:....:..�.,,�:....:....:....:. :...,;....:....;....:.. :....;....;... ... :....�....: :....:....:....;....;....;... ;.. :....:....:....:....:....: 338 • ` CONSTRUCT 350.00 L.F: t 8'' P.V.C: SEWER 0 0.35% CONSTRUCT 350.00 L.F. t 6" P.V.t. SEWER p 0.50%: CONSTRUCT 175.00 L.F.:f : '.........:..................................:....................P•.V.C. SEWER -@ 1. ....:....:.............. :....:............................. ;... ........ ...................... .............. 10+00 11+00 12+00 13f 00 14+00 15+00 16+00 17+00 18+00 19+00 SEWER PROF/LE ER ���G�PE O O M i W Y shri _> v U a V O W JOB No.: M D 04—>38SWO1 DATE.• 02/16/05 DRAWN ,Rr: #is CHECKED BY.• MKy lu 7 10 SHEETS W v v O Z O JOB No.: 04-138 DWG No.: 04—>38SWO1 DATE.• 02/16/05 DRAWN ,Rr: #is CHECKED BY.• MKy SHEET Of 7 10 SHEETS W4 N Lo 0 0 4 0 0 N N 0 00 i 0 i 00 0 y� DONNYLANN STREET SEE SHEET 9 i 21+94.1211 �p' 10' 1 201 1 20' 10' 59 22+13 3 57 22+52.12 co Z + 5' Lo+ 5863 "F6 G7 23+03At 0 10+00.00 N04 3 I �— O= O W p Z O)O 56 55 ± N r o r M h + + 4' TYP. rR/W r -00 r TEMPORARY TURN -AROUND & SWALE, SEE TRACT NO. 6362 STREET IMPROVEMENT PLANS FOR DETAILS & CONSTRUCTION SPECIFICATIONS. 53 M 00 _._ .. RECORD DRAWING RECORD DRAWING omr-.f�S+Ifl� � MATTHEW KiR7Vq.LA DATE MATntEW K VOVILL'A DATE HCE 48130 EXpIgES 331.16 cF—zyS' RCE 43130 EXPIRES 3-31- 52 ` M 51 50 N IM n � r _ 636F5 \ N1 = COBERN STREET SEE SHEET 3 ___l2 r20' , lo' 2 21+72 77 75 78 to M 76 o h 74 � 73 iM ! + + + + + ! 22+11.44 Lo t0co I- 00 0 N _ + + + N I,- 4' � d ��4' TYP. ^ 1 R/W 00 t r r Lr _ 63 F4 22+66 ') rn t 6n N N „ N18+00 N N00'36 42 E ;� l8+96.20 Ij N LEGEND W W DATE.• 02/16/05 DRAWN BY.• ALL STATIONING IS BASED ON CENTERLINE UNLESS V) - PROPOSED SEWER MANHOLE w/NUMBER OTHERWISE NOTED. _ PROPOSED SEWER CLEANOUT w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED _ —8" S— PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. - - PROPOSED RIGHT-OF-WAY OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 25' in n OF COVER AT GUTTERFLOWLINE. _18- SD— PROPOSED STORM DRAIN LINE w/SIZE —$8--- PROPOSED STORM DRAIN MANHOLE w/ NUMBER D H 00Z N � PROPOSED CATCH BASIN w/ NUMBER 00= r - DONNYLANN STREET SEE SHEET 9 i 21+94.1211 �p' 10' 1 201 1 20' 10' 59 22+13 3 57 22+52.12 co Z + 5' Lo+ 5863 "F6 G7 23+03At 0 10+00.00 N04 3 I �— O= O W p Z O)O 56 55 ± N r o r M h + + 4' TYP. rR/W r -00 r TEMPORARY TURN -AROUND & SWALE, SEE TRACT NO. 6362 STREET IMPROVEMENT PLANS FOR DETAILS & CONSTRUCTION SPECIFICATIONS. 53 M 00 _._ .. RECORD DRAWING RECORD DRAWING omr-.f�S+Ifl� � MATTHEW KiR7Vq.LA DATE MATntEW K VOVILL'A DATE HCE 48130 EXpIgES 331.16 cF—zyS' RCE 43130 EXPIRES 3-31- 52 ` M 51 50 N IM n � r _ 636F5 \ N1 = COBERN STREET SEE SHEET 3 ___l2 r20' , lo' 2 21+72 77 75 78 to M 76 o h 74 � 73 iM ! + + + + + ! 22+11.44 Lo t0co I- 00 0 N _ + + + N I,- 4' � d ��4' TYP. ^ 1 R/W 00 t r r Lr _ 63 F4 22+66 ') rn t 6n N N „ N18+00 N N00'36 42 E ;� l8+96.20 Ij N °' W W DATE.• 02/16/05 DRAWN BY.• M✓S V) 0 Q 10 SHEETS �- _ = Q Q _ � v O in n in 0 W o D H 00Z N � 00= r - 00� U) (n O (n I- V) 0 — •U �0 � 0 ASHOSH STRA=ET PHASES 1 & 2 _5 HORIZONTAL: 1"= 50' VERTICAL: 1"= 2' OpNT7 04 0 000 00 0) 00 00 00 p 4k d 04 I� N N O r M 0 Lci 0)= N + _ + 352......x.° ...,;....;.... ;. + 00 r- .; .................................. w... ;.... ...;.... ;....;....;....;....;... N...:....;.... ;....;....;.... ....;....;....;....:....; 352 In -6 ' = _j N v .� v� ....;.......;....;....;....;....:�... ........................................:...................;....;.,..;....;....;....,...;...;....;....;....;....;.... .zo....... ;....;....; U, . . . . . . . . . . . . . . Z 350:....:... ...:....:....:....:....'0 :AP.F?RCIXIMASE DESIGN...;....:...;....;,...:....;....;....;....;....;....;....;...,'� ..;.... ;....;....; 0 . ' . ABOVE SEWER , . �' � ' 350 .......... . Z�� ....... ........ ... '�? 's .............. .....:....;....:....:....:.... .....;....:....: 348 348: ; �;�,�; ; __ _._,_ _._....- ' : : : : : :A5- 346 .................`.,..;.... ............:....:....:....:..;..,.;....;....;....;....:....; 346 344:....:.. .. 344 R ........�....................................... ,,.p�G S�wE........ !��Oa�... ,.................. .......... ro 342:....:.. �.'.;....:.. �i........ .. ;....:....; ..;.... ;...,;.... 342 �° : ; : `'� 3 $„ QVC SEWER MAIN308 340:....:.. ... �; sEwE 'MAIN; ... �� 6¢. ........:... . :... 340 339.18 g PVIN 81, bpc l7v414 ....E &.W.,,,iy �......;...,;,yg�31�+�;� .,....;.........;....;....;....;....;.........;..,.;.......;.........;...,;....;....;,........;....;...,;.... ...;....;....;....;..,.;....; .,:' 338: ' ' ' ' ; CONSTRUCT 132.48 L.F. f CONSTRUCT 275.00 L.F. t' 8" P.V.C. SEWER 00.35% CONSTRUCT 275.00 Lf. f 6"• P.V.C. SEWER ® 0.50% ' CONSTRUCT -155.00 L.F. f ; ' ' ' ' ; ' ' ' ' ; ' ' ' ' ; 338 81 P.V.C.:SEWER:O 0.35 ; ; ; ; ; A ; ; : 6 P.V.C. SEWER ® 1.007 ...... )400 .......... ...11 f 00 ....... , ..... 12+00............. 1.3f 00......... , ... 14+00.............15 00........ , .... 16+04............. 17f 00 ............ 18 •00............. 1,9f 00....... , .. , ..... . SEWER PROFILE JOB No.: O O 04-138SM DATE.• 02/16/05 DRAWN BY.• M✓S N� W Q 10 SHEETS r � v O W o JOB No.: 04 138 DWG No.: 04-138SM DATE.• 02/16/05 DRAWN BY.• M✓S 010AEO Br: MAY SH££T OF Q 10 SHEETS oli 119 N_ 0 6 0 M �_:zo- J (n Z Z4�: = to mWm Z Xo REI/!S/ON No. d APPROVED BY: Q Q;n RCE # 32178 (EXP. 2-31-07) U Ln U\ � n 3 •� (n z DAVEDALY MATTHEW K. VOVILLA, 0 01 V) o0 R.C.E. # 43130 (EXP. 3/31/08) U COURT SEE SHEET 5 c*4 06 1 + n + 20 20' 10' 7 11+13.81 04 R/W 10+99.53 17 r� I 5j058�2j; 13�t4g2 10+31.21 18 � 04 o`D24` to 75 74 73 N F- II oF-1� 0uj�= oo� 00tH ao� 04 <CD Mmz O O Oui cfl {- M U W U? t- N 14 o r Q' d 5 5 .� �y�y Z o r- ++� 0 � +n= � +SON +_ F- ad (n (n -130 �,� 30 oo�m 303 U(nU +iv) 0 HUGHES —18" SD — PROPOSED STORM DRAIN LINE w/SIZE 23 0 LANE Al R.C.P. w/R.G.J. STORM -DRAIN ®0.50% PROPOSED CATCH BASIN w/ NUMBER ��99RTo� S89-2,3'07'EN N a, N 0 SEE SHEET 4 00 + ALL STATIONING IS BASED ON CENTERLINE UNLESS OR OTHERW/SE NOTED. 8y ' ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED — 61 Z o +R/W ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. N6 L T 1 4 5 0No + 0 OF COVER AT GUTTERFLOWLINE. c n 0 0 1* W i0 ± O C4 to 68 la N -N- c 1 I + 4' IYP. + �lr- w 67 0" - Al. vi 11+27.74 r 11+ 0 N89'23 07 65 .D. 63 OV)'07 M N o 3,3010 „ N � H Z 5' �- _ = LOM N (� 2 0 — R/W 0 to ZZ (� Z rn z10 oF- 7F- .+- 0 � 0 00 + m o 00 O Lc) 1 ` 0 Io 1 77 76 a NO Z Z Zr I �0 X030 N_ 0 6 0 M �_:zo- J (n Z Z4�: = to mWm Z Xo REI/!S/ON No. d APPROVED BY: Q Q;n RCE # 32178 (EXP. 2-31-07) U Ln U\ � n 3 •� (n z DAVEDALY MATTHEW K. VOVILLA, 0 01 V) o0 R.C.E. # 43130 (EXP. 3/31/08) U COURT SEE SHEET 5 c*4 06 1 + n + 20 20' 10' 7 11+13.81 04 R/W 10+99.53 17 r� I 5j058�2j; 13�t4g2 10+31.21 18 � 04 o`D24` to 75 74 73 STORY—DRAIN SEC77ON NO SCALE N F- II oF-1� 0uj�= � N 00tH ao� 04 <CD Mmz O O F- N cfl {- M U W U? t- N 14 o r Q' d 5 5 .� �y�y Z o r- ++� 0 � +n= � +SON +_ F- ad (n (n -130 �,� 30 oo�m 303 U(nU n120 (nU (nU30 (nU(n STORY—DRAIN SEC77ON NO SCALE N 11 0U� II oF-1� 0uj�= Ooui p I.I --0-- PROPOSED SEWER MANHOLE w/NUMBER CONSTRUCT 27 L.F. f 18" CL -111, R.C.P. w/R.G.J. STORM -DRAIN 0 0.52 IISTRUCT 18 L.F. t 18" CL -III .P. w/R.G.J. STORM -DRAIN 0 0.507. \• STORM—DRAIN SECT/ON NO SCALE 70 IISTRUCT 18 L.F. f 18" CL -III .P. w/R.G.J. STORM -DRAIN 0 0.50% 69 e?,Or E54/0� K. V 04. ' 1 " DATE �^ R.C.P.OCONSTRUCT STORM-DRAIN ® 0.52% RCE 43130 * Exp. 3-31-08 %p�'9r civil. oq Lfl dJ..: z o M F OF C -I (nZ2" I� <Z- += Z = in mw z0 ' cQ o Z =p(3 -' cnztk O V)Q� 0 mpw_,m �V 3 ui< . (n z JACOB 00 U� Z U) o STREET r- 3 SEE SHEET 6 0 0 �00 N • 20 20' LEGEND M M M I.I --0-- PROPOSED SEWER MANHOLE w/NUMBER A1KV I M --�--- PROPOSED SEWER CLEANOUT w/NUMBER N a' Q.r � z o o r Q' d 5 5 .� �y�y Z o r- —8" S— PROPOSED SEWER LINE w/SIZE Ix ad 10' 20 20' 10' ' 8' 1 ' 18' 8' 00 I- 7 tV sGS 20+3.48 S' — — PROPOSED RIGHT—OF—WAY 10+50 I —18" SD — PROPOSED STORM DRAIN LINE w/SIZE 23 CONSTRUCT 18 L.F. f 18" CL -111 --t PROPOSED STORM DRAIN MANHOLE w/ NUMBER Al R.C.P. w/R.G.J. STORM -DRAIN ®0.50% PROPOSED CATCH BASIN w/ NUMBER ��99RTo� S89-2,3'07'EN N a, N � 00 + ALL STATIONING IS BASED ON CENTERLINE UNLESS 17 M � 0) Ic I OTHERW/SE NOTED. 8y ' ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED — 61 60 59 58 I +R/W ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. N6 N�'SWF \\ OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' 0No + 0 OF COVER AT GUTTERFLOWLINE. c STORY—DRAIN SECT/ON NO SCALE IN to , (_ O N � 19 11+00 10 • 20 20' — , 10 KELLYANN V) b ELLASHOSH STREET � STREET SEE SHEET 7 SEE SHEET 8 I.I 636F7. A1KV I M co o U 2?.+00 23+00 2 �R/W = 0 Z SO 10' 20 20' 10' ' 8' 1 ' 18' 8' 00 I- 7 tV sGS 20+3.48 S' lg+nnN8 8'27"W 10+50 w 26 + 41 a 00 I = i 42 N 57 i = w 0010+56 rcoi \ 10 + 10+55� w 1 M e R/W Z os o �ONNA YNN STREET O ', 00 rn c\ O O N N w U 04-1.i8 DWG No.: 04->38SW01 — — — O24WN BY M✓S 636F7. A1KV SHEET n 7 Of 10 SHEE7S co 21+00 2?.+00 23+00 2 970'07„w to -- SO 20+3.48 lg+nnN8 8'27"W 23 20+00 - `� N S89-2,3'07'EN N a, N � 00 + 17 M � 0) Ic I O N o 62 — 61 60 59 58 I +R/W N + + + 0No + O 00 N00 N .� 04 00 n to O C4 to 68 N -N- c 00 ' 0) - 0) - 67 66 65 64 63 Ln M N o � H Z U0 _ = LOM N VERTICAL: V= 2' 0 V' t0 N to ZZ (� Z oF- 7F- �-Qw rN = 00 Z) 00 O Lc) cn (nr � � Lc) � NO Z Z Zr �0 X030 �ONNA YNN STREET O ', 00 rn c\ O O N N w U IML I V% z M N w C) Oa YW ® wM d' Z QU 0 m F- Q O + O N + N t (n + Z= 04 'cn p + (o 0 t (n t a .,F + z Ki + �- + 2 + W 0 00o(n .-O� •-U� .-Uu �O3 ON r -(n pNi Ntn N� .� _j (n j?�U �yU3 co pU �y0 pF- 3 aF- N Jv' 01- J U N (n N N N (n U F- U F- U U U �� APPROXIMATE DESIGN .�,,,.••.,N,�,,,,,,,,. „ UUD N� D ;.,.� ,� ;....;.... ..... ..�•� .... ,;,... ;....:...AROVE'SFKR.;,.. N F- :,...;..,.;...,;...,; ;..,.;.�.,;, ................ ;.,..;,.... 348:. �� .: .... ...:�.. �;�.............. ��r:.,.,:.�. �...,:(-'..:....:...,:.,..:....:....:....:....:....:....:.�..:. ",'...:.,..:.,.,;...,:.,,.:,.,.:,...:.,..:,.`�Rv'`y,U.:..,.:....: 348 • �...... ... ...... .............. .� ��6�.�;, '� : .-•r-r-..---';t; 346:.... ..:...., ..:. ....:... ...'......:.... ...:..., ........:....:.:...,:....;..,.:.,,,:....:.,..:... :...,: ..:....: ..:..,.:....:,..,: ....:....:. :....:...,:....:....:....:....:.0 346 :.... .,:. :....:, ..: .. ... :. ..:.... :....:....:....:.. ,SU�Z�0i M ' ... .; ..:.:................................. ......... 0k CONSTRUCT 108.1)0 L.F. 344:. ...:. :....:.rroTE:....:....:...... .........:.. ......., ...:..,...:.,..:....:,,,.:.,,,:,.,,:,.24"'CL—III'R;C.P; w/R.G.J..: .:....:...,:....: ..,...... • BE STORM—DRAIN ®0.20% 34 W w CONCRETE SADDLE T0: : : : : : ; : : : : , . PROVIDED PER C.O.B. -SM.:►�- :D,WG,P-9,.Q �N.$ToRM,:. .................. .:......... ... :..,:....:,..,:..,.:,.,.:..,.:....:... ...,..........................:...,:. ......� , DRAIN. PIPE AND IRRIGATION ...... , ' PIPE, • SEE THE IRRIGATION RELOCATION PLANS FOR : : : : . 0 : : : � — CONSTRUCT 276.26 •L. G. t : : : a ��t , 342: ... .. , �2� . , ,TRACT NO. s3s;z •RHASE I .. ; . ... ... ��.... ; ...... , . , : t ... . :....:....:... 0, 0., ; , , ..:....1 a�, .CL"ttt •I�.�.R.. w jR„ �J•:.... ; , ... ; �. ....:.... .:.... :.. 342 CONSTRUCT 322.39• L.'F: �a l{� ,' NDN & o4?7 �' 4" C�-lit R�C.P. wi/R.G.J; �. �` J� : STORhA-DRAIN C� Q.20% ; CONSTRUCT 36.00 L.F. f ; S, plP ' :2 �, ; A ... ...... ........ .3.g�9 .... ..... �F.• ��.. ... ..............STORM,DRAIN..00;20%:.....,,..,..,..,., �� ..,........„,.,...,,.,..,,......,,....... �u .,...........r........,...,..8” P;V.C. SEWER ... ... ���.. s R G: 1''j1 • ' �N' 1vI, ; : �� 1�� �i� 8� : : : : . > : : : : : : : : IN$TALL CAP .. .... ........................ ''(�\GQ �'Q'®.��.: .... .:....:.,..:, ,,:.,,,:,...:,...:,...:,,.,:., �� _/ :. .. '`�� �'��� :....:....:..,.:,,..:,..,:..,.: .,.:.... r2 z ....,,..,...,:....:....:....:.. : : &;PLUG 340 oNS ,n� PSN : '�R., . ,,$2.. ,�o �,�,�.°°_ ' : o �'\\' . �� .. a . �. .. . , .. .. , ... , 340 ' 21833 L.F. t �0. RM R ��� ? u��L �, . �, � � \ =moo: CONSTRUCT c>'(0. �j 30",'CL-111'R.E:P.•w/R.G.J........;, ... r�•�°:?�..,° F�...:.................................. ........,.... .......,...,.;.,:•,..:,,..:....:....:.... f ... r — AIN ®0.1 d% �' �.� ^��; ,���.. : 8'' •PVC S�W�R MAIN y �d SiORM DR �j3 J' �� '� �y�`6� 338 J :.:....:.. .:....:....:....:....:. 3..:....:.. ,'':'' . .,:..:.:a, ....:....:,.,,:... :... $v.PVC•sEwERMAIN; ...:....:,,.. :..,�;��'.:. 338 ! r�:��! ;.�, ;...�.�G ..;... .��ti...,.;.,..:,...;......8�"'p O'SEVSIER'MAIN....... ., .,..,.....,,,..,.,..;..,,;..,.:.,..;..,.;.,��yalb.... .:....:....:....:....;.... 3 '�. : ✓:! ... .... SEWER.MAIR .................... Al°� .,: ....,...................................................: .................:....: .:,,.,:..,,: .ti $" pve % ��336 8" P V,C SEWER MAN 334;51 a,:N.,..;.... ..............�,...,.,..........,.,.,,,.........,.. ,.......,..,....,,,,.,., ...,,................,. ...... .... .334 :....:.... ....:...CONSTRUCT 1•&&.28•1-.F.,CONSTRUCT: 188.28'L.F:.......•........................,:....: .,:....:...,:.,..:....:..,, 81 P.V.C. SEWER 0 0.39% ' :8" P:V.C. SEWER ® 0.35% � CONSTRUE, 330.44 L.F. f 8" P.V.O. SENDER 0 0.35%' CONSTRUCT 301.40 L.F. 8" P.V.C. SEWER 0 0.35% � CONSTRUCT 279.64 L.F. f :8" P.V.C. SEWER @ 0.357 332• 10fO0......:....:..r;foo.'.,,:,...:.12f00.:..,,:,.,.:.'3f00.:,..,:.,,.:, i4f00,:....:.,..:.15f00,;....:....:.'6f00,;....:...,:. 17-f-00.:....:.,..:, 18+00 19+00 19f00.:.,..:.,..:.20f00:.,..:,...:.... 2�f00.:.... :....:.22f00 :,,..�:..,,:,, :,...:.......... 332 23+00 SEWER PROf"IE b JOB No.: 04-1.i8 DWG No.: 04->38SW01 — — — rR/W — N o I L ,• O Z O24WN BY M✓S CHECKED BY.• A1KV SHEET n 7 Of 10 SHEE7S co 21+00 2?.+00 23+00 2 20+3.48 Q, N N 23 T M M N N N N N N N Ncs 00 + 17 M � 0) Ic I O N �' + + N N Nff cl 62 61 60 59 58 I N to N N -N- c M N o U0 HORIZONTAL: V= 50' VERTICAL: V= 2' IML I V% z M N w C) Oa YW ® wM d' Z QU 0 m F- Q O + O N + N t (n + Z= 04 'cn p + (o 0 t (n t a .,F + z Ki + �- + 2 + W 0 00o(n .-O� •-U� .-Uu �O3 ON r -(n pNi Ntn N� .� _j (n j?�U �yU3 co pU �y0 pF- 3 aF- N Jv' 01- J U N (n N N N (n U F- U F- U U U �� APPROXIMATE DESIGN .�,,,.••.,N,�,,,,,,,,. „ UUD N� D ;.,.� ,� ;....;.... ..... ..�•� .... ,;,... ;....:...AROVE'SFKR.;,.. 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PROVIDED PER C.O.B. -SM.:►�- :D,WG,P-9,.Q �N.$ToRM,:. .................. .:......... ... :..,:....:,..,:..,.:,.,.:..,.:....:... ...,..........................:...,:. ......� , DRAIN. PIPE AND IRRIGATION ...... , ' PIPE, • SEE THE IRRIGATION RELOCATION PLANS FOR : : : : . 0 : : : � — CONSTRUCT 276.26 •L. G. t : : : a ��t , 342: ... .. , �2� . , ,TRACT NO. s3s;z •RHASE I .. ; . ... ... ��.... ; ...... , . , : t ... . :....:....:... 0, 0., ; , , ..:....1 a�, .CL"ttt •I�.�.R.. w jR„ �J•:.... ; , ... ; �. ....:.... .:.... :.. 342 CONSTRUCT 322.39• L.'F: �a l{� ,' NDN & o4?7 �' 4" C�-lit R�C.P. wi/R.G.J; �. �` J� : STORhA-DRAIN C� Q.20% ; CONSTRUCT 36.00 L.F. f ; S, plP ' :2 �, ; A ... ...... ........ .3.g�9 .... ..... �F.• ��.. ... ..............STORM,DRAIN..00;20%:.....,,..,..,..,., �� ..,........„,.,...,,.,..,,......,,....... �u .,...........r........,...,..8” P;V.C. 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SEWER @ 0.357 332• 10fO0......:....:..r;foo.'.,,:,...:.12f00.:..,,:,.,.:.'3f00.:,..,:.,,.:, i4f00,:....:.,..:.15f00,;....:....:.'6f00,;....:...,:. 17-f-00.:....:.,..:, 18+00 19+00 19f00.:.,..:.,..:.20f00:.,..:,...:.... 2�f00.:.... :....:.22f00 :,,..�:..,,:,, :,...:.......... 332 23+00 SEWER PROf"IE b JOB No.: 04-1.i8 DWG No.: 04->38SW01 DAT£.• 02 16/06 O24WN BY M✓S CHECKED BY.• A1KV SHEET n 7 Of 10 SHEE7S Q RE/ISION No. 0 APPROVED 8Y.• RCE # 32178 (FAP. 12-31-07) 11 or- II 000 0 000 SW 10+25.00 II 5; II Lo // rn o 4k oo o� Lo T7� co M Lo- XW O MATTHEW K. VOVILLA 00 �* r ,* o N SEWER LIFT STATION - SEE m Go M Q o • o + N + � � + M SEWER LIFT STATION PLANS FOR ^ + m to + 0 C0 � R.C.E. # 43130 (EXP. 3/31/08) o o � + 0 o o � TRACT N0. 6362 PHASES 1 & 2 + = � N = � `-o� oV)z vim v�0 voi v� .���~�. ... . . . �. . i . . . . . . . . . . ; . .APPROXIMATE 'FIN13H' GRADE . ; . � . . ; . � . ; . ; z En (nz Z ABOVE STORM DRAIN; z M o, _ O O O O O ....... ......... . . . .. 0 ...... ....� ; ........ ........ ...... . • :350350; 7 w — :im W . .... . .I..I..... ........ ........ �, ........ ..... .. ........ ........ ........ .... .. .... ... .. .. .. .. .. 348: ................ ......... .... ........ ........ ........ .......... ............ ........ ... :348 I.. ..,..... ..... .. ........ ........ ... 346: ........ ...... ...... ........ .I..I..... ........ ........ ........ ......... ....... :346 I..I.......................... ...... ........... .. ... ........... .. ............... 344: ..... i i .................................... :344 ........ ....... .I..I... ...... ...... .. ... ..... .. ........ ........ ....... 342: ............... ........ ........ . ...... , ........ :342 CONSTRUCT 40.05 L.F.t . 30" CL -111• R.C.P. w/R.G.J.• t . . .STORM DRAIN •0 0.10% . . . . . . . . . . . . . . . . . . . . . . 340:.......... I.I............................ .. ....:340 . ( r • CONSTRUCT OUTLET STRUCTURE PER I . ! (. . I. ' C.O, B. STANDARD DWG; NO. D-11 . .. . CONSTRUCT 133.86 LX.t : CONSTRUCT 44.42 L.F.f I ( 30" CL -III R.C.P. w/R:G.J. 30" CL -111 R.C.P. w/R.G.J. 338 . . .. .. . . . (. ; . (... . . . .. I .. I. .. STORM • DR•AIN• 0.0.1.Qq;. .. ... .. .. .. .... . STORM .DRAIN • 0.0,10% . .. . ... . ... ... . ...... . . . . .. . . :338 . . . . . . . . . � . . . . . . . . BOTTOM • 8omp 336:60' . . . 336: ...� 1.. .............. ....� ti�� . I .. I..... ........ ��J ,�' .... ... ........ 336 CONSTRUCT 57.88 L.F.t 8" P.v.c: s�wER. ®.o:3s�•., ! :334 334: .... ........ ........ ........ ... ........ ........ ........ ........ ....... 333.51 INV 8" N 333.41 I ' INS/ .8". E . . . 333.20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332........................................................................................................................4........I............. .332 10+00 11+00 12+00 13+00 . STORM DRAIN PROF/LE \ \ \ \ \ \ \ \ \ \ \ INSTALL 6' HIGH CHAIN LINK FENCE W/ REDWOOD SLATS PER C.O.B. STANDARD DWG. NO. D-12 (TYP.) • LEGEND )ATE Qf ESS/ 0-- PROPOSED SEWER MANHOLE w/NUMBER � QR Oq, ��Q�,��►EW K. vo�`lFyc —•i— PROPOSED SEWER CLEANOUT w/NUMBER 8" S— PROPOSED SEWER LINE w/SIZE DATE RCE 43130 - - PROPOSED RIGHT-OF-WAY * Exp. 3-31-08 * -N —18" so — PROPOSED STORM GRAIN LINE w/SIZE --- PROPOSED STORM DRAIN MANHOLE w/ NUMBER ��9�, CIvi O�Q �PROPOSED CATCH BASIN w/ NUMBER FOF* CALF HORIZONTAL: 1"= 20' ALL SEWER LATERALS ARE 4 " UNLESS OTHERWISE NOTED VERTICAL: 1"= 2' ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTERFLOWUNE. SAWCUT & 2ar2' CONCRETE SLAB RN/SH 1/2" R. .5URFACE OF S EET A. C. AGGREGA TE BASE BUIL DING PAPER =1II ,I I TAPERED BRONZE PLUG GRA V:L 810 x 7" W/ 2" SQUARE NUT PIPE COLLAR 2" x 2" CONCRETE FOUNDA T10N 6" D:/.P. W/ ONE END FLANGED, ONE END TAPPED 6" PVC (SEE PLAN) USE ADAPTOR GASKET FOR PVC PIPE 6")(6" WYE W/TH FLANGED END ON BRANCH- OTHER ENDS ARE M✓ SEWER PRESSURE CLEAN—OUT. TYPE 1 NO SCALE (PROFILE VIEW) 04-138 DWG NO. 04- MUM 1 DATE 02/16/06 ORAWNBY. TLK °CD w" s Q RE/ISION No. 0 APPROVED 8Y.• RCE # 32178 (FAP. 12-31-07) 11 or- II 000 0 000 SW 10+25.00 II 5; II Lo // rn o 4k oo o� Lo T7� co M Lo- XW O MATTHEW K. VOVILLA 00 �* r ,* o N SEWER LIFT STATION - SEE m Go M Q o • o + N + � � + M SEWER LIFT STATION PLANS FOR ^ + m to + 0 C0 � R.C.E. # 43130 (EXP. 3/31/08) o o � + 0 o o � TRACT N0. 6362 PHASES 1 & 2 + = � N = � `-o� oV)z vim v�0 voi v� .���~�. ... . . . �. . i . . . . . . . . . . ; . .APPROXIMATE 'FIN13H' GRADE . ; . � . . ; . � . ; . ; z En (nz Z ABOVE STORM DRAIN; z M o, _ O O O O O ....... ......... . . . .. 0 ...... ....� ; ........ ........ ...... . • :350350; 7 w — :im W . .... . .I..I..... ........ ........ �, ........ ..... .. ........ ........ ........ .... .. .... ... .. .. .. .. .. 348: ................ ......... .... ........ ........ ........ .......... ............ ........ ... :348 I.. ..,..... ..... .. ........ ........ ... 346: ........ ...... ...... ........ .I..I..... ........ ........ ........ ......... ....... :346 I..I.......................... ...... ........... .. ... ........... .. ............... 344: ..... i i .................................... :344 ........ ....... .I..I... ...... ...... .. ... ..... .. ........ ........ ....... 342: ............... ........ ........ . ...... , ........ :342 CONSTRUCT 40.05 L.F.t . 30" CL -111• R.C.P. w/R.G.J.• t . . .STORM DRAIN •0 0.10% . . . . . . . . . . . . . . . . . . . . . . 340:.......... I.I............................ .. ....:340 . ( r • CONSTRUCT OUTLET STRUCTURE PER I . ! (. . I. ' C.O, B. STANDARD DWG; NO. D-11 . .. . CONSTRUCT 133.86 LX.t : CONSTRUCT 44.42 L.F.f I ( 30" CL -III R.C.P. w/R:G.J. 30" CL -111 R.C.P. w/R.G.J. 338 . . .. .. . . . (. ; . (... . . . .. I .. I. .. STORM • DR•AIN• 0.0.1.Qq;. .. ... .. .. .. .... . STORM .DRAIN • 0.0,10% . .. . ... . ... ... . ...... . . . . .. . . :338 . . . . . . . . . � . . . . . . . . BOTTOM • 8omp 336:60' . . . 336: ...� 1.. .............. ....� ti�� . I .. I..... ........ ��J ,�' .... ... ........ 336 CONSTRUCT 57.88 L.F.t 8" P.v.c: s�wER. ®.o:3s�•., ! :334 334: .... ........ ........ ........ ... ........ ........ ........ ........ ....... 333.51 INV 8" N 333.41 I ' INS/ .8". E . . . 333.20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332........................................................................................................................4........I............. .332 10+00 11+00 12+00 13+00 . STORM DRAIN PROF/LE \ \ \ \ \ \ \ \ \ \ \ INSTALL 6' HIGH CHAIN LINK FENCE W/ REDWOOD SLATS PER C.O.B. STANDARD DWG. NO. D-12 (TYP.) • LEGEND )ATE Qf ESS/ 0-- PROPOSED SEWER MANHOLE w/NUMBER � QR Oq, ��Q�,��►EW K. vo�`lFyc —•i— PROPOSED SEWER CLEANOUT w/NUMBER 8" S— PROPOSED SEWER LINE w/SIZE DATE RCE 43130 - - PROPOSED RIGHT-OF-WAY * Exp. 3-31-08 * -N —18" so — PROPOSED STORM GRAIN LINE w/SIZE --- PROPOSED STORM DRAIN MANHOLE w/ NUMBER ��9�, CIvi O�Q �PROPOSED CATCH BASIN w/ NUMBER FOF* CALF HORIZONTAL: 1"= 20' ALL SEWER LATERALS ARE 4 " UNLESS OTHERWISE NOTED VERTICAL: 1"= 2' ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTERFLOWUNE. SAWCUT & 2ar2' CONCRETE SLAB RN/SH 1/2" R. .5URFACE OF S EET A. C. AGGREGA TE BASE BUIL DING PAPER =1II ,I I TAPERED BRONZE PLUG GRA V:L 810 x 7" W/ 2" SQUARE NUT PIPE COLLAR 2" x 2" CONCRETE FOUNDA T10N 6" D:/.P. W/ ONE END FLANGED, ONE END TAPPED 6" PVC (SEE PLAN) USE ADAPTOR GASKET FOR PVC PIPE 6")(6" WYE W/TH FLANGED END ON BRANCH- OTHER ENDS ARE M✓ SEWER PRESSURE CLEAN—OUT. TYPE 1 NO SCALE (PROFILE VIEW) /08 No.. 04-138 DWG NO. 04- MUM 1 DATE 02/16/06 ORAWNBY. TLK °CD w" SHEET /0 OF 10 SHEET �► W O Z < � 0 o v W 0 p � z Llj s a /08 No.. 04-138 DWG NO. 04- MUM 1 DATE 02/16/06 ORAWNBY. TLK CHEMS,0BY. w" SHEET /0 OF 10 SHEET