The URL can be used to link to this page

Home My WebLink AboutDiamond Estates Subdivision No 2 Phase II & III GENERAL NOTES DIAMOND ESTATES SUBDIVISION N O • 2 A ALL CONSTRUCTION HLL CONFORM TO ADDENDA, PUBLIC WORKS STANDARD SPECIFICATIONS CATION(MPWSS), FIFTH EDITION, MARCH 2O03 AND ITS ADDENDA, AND THE CITY OF BOZEMAN (C.O.B.) MODIFICATIONS TO MPWSS AND ITS ADDENDA. PHASES 11 & III EL ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B. PERSONNEL ONLY. SITE IMPROVEMENTS C. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. AWN CC ROAD, STORM DRAINAGE, WATER AND SEWER IMPROVEMENTS D. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS, ED BY: DF E. PROTECTION OF ADJACENT IMPROVEMENTS /BENCH MARKS: DRAWNG DATE: JUNE 30,2005 BOZEMAN, MONTANA RETAIN AND PROTECT ALL ADJACENT IMPROVEMENTS INCLUDING TREES, SHRUBS, FENCES, ETC. RESTORE MATERIAL STORAGE SITES IN KIND. ENGINEER WILL PROVIDE CLEARING LIMITS STAKES AS NECESSARY rwON DATE Swt, 13.2006 DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT TEMPORARY AND PERMANENT BENCH MARKS PROVIDED BY ENGINEER. V CONTRACTOR SHALL MAKE ARRANGEMENTS WITH CITY PERSONNEL AND ENGINEER PRIOR TO CONNECTION V HAM W BLS TO EXISTING WATER MAINS. HEARING FOR THESE PLANS ARE BASED ON THE GEODETIC F. EXPLORATORY EXCAVATION: NORTH AS DETERMINED BY G-P., EXPLORATORY EXCAVATION WALL BE PAID AT HOURLY RATES AND ONLY WHEN DIRECTED BY THE SATELLITE OBSERVATIONS. PREPARED FOR ENGINEER SATELLITE EXPLORATORY EXCAVATION AT ALL LOCATIONS SHALL BE COMPLETED PRIOR TO BEGINNING W DOUGLAS L. SMITH GASTON ENGINEERING AND SURVEYING, P.C. CONSTRUCTION AND BEFORE ORDERING SPECIALTY MATERIALS AND EQUIPMENT. Q ^ DATW ELEVATION 4521 DURSTON ROAD P.O. BOX 861 V 16 Rp o CLEVATIONS FOR THESE PLANS G. UNDERGROUND OVERHEAD UTILITIES: BOZEMAN, MONTANA 59718 BOZEMAN, MONTANA 59771 / �.�.•n ARE BASED ON CITY OF BOZEMAN CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE NTH (406) 586-0588 FIRE HYDRANT ARROW BOLT AT THE W Y SUCH PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT CORNER OF FERGUSON AND CORBON V�1 BEING 4759.78. THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR Q�. RESPECTIVE OWNERS. al ONE CALL UTILITY LOCATE ......_...._..........1-800-424-5555 m PRASE IQ (NOT T= CONTRACT) PUAM Q (7ERE CON'RALT) - - - - - - - - - - - - - --- - - - - / - ' CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR -- ° RELOCATE ALL EXISTING UTILITIES, UTILITY BOXES OR UTILITY POLES AS NECESSARY DURING r 1 ... _ CONSTRUCTION. 8 T _ H. ROAD SECTION REPLACEMENT: $$ - THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED STREETS OR SURFACES TO THEIR PRE CONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL _ - - AND PAVED SURFACES WITH LIKE KIND MATERIAL OF EOUAL DEPTH. g Rantr I £ r � s { I I I m I - PROJECT X SITE z p I E- I -- - IT] �Sr, - CITY OF BOZEMAN O co y _ d 0 - I--1 1--1 iTT1 - - --- I - _ I --- Q d �, - sue; - - ^,�"$°' I - •--��1.. ; I OVICINITY MAP z WW�y5! t~ ; I - SC 4LE. 4TS � MA•1 r� LEGEND U) 0_4 T _-- -- RIGHT OF WAYS PROPERTY LINES FL+4 rn W FWi EXISTING EDGE OF GRAVEL ROADWAY lJl L - - - - - - - - - - - EXISTING EDGE OF PAVEMENT C� a I PROPOSED EDGE OF PAVEMENT Q E--I ^ - I ------ - - PROPOSED TRAIL W [� �i cm z W SHEET INDEX EXISTING WATER LINE D4 EXISTING WATER VALVE I - - SHEET 01 - TITLE SHEET/VICINITY MAP/AREA MAP/SHEET INDEX YY EXISTING FIRE HYDRANT W SHEET 02 - SITE PLAN EXISTING SEWER LINE �y _ EXISTING SEWER MANHOLE - I _ �• SHEET 03 - STORM DRAINAGE PLAN/DETAILS/EROSION CONTRO. - ELECTRICAL LINE 1�1 � '`'ELECTRICAL BOX U1 E-I ---- SHEET 04 - ROADWAY CROSS SECTIONS TELEPHONE LINE W PROJECT BENCH MARK y� TELEPHONE RISER z a Q W FIRE HYDRANT ARROW BT 24 - STREET AND SEWER PLAN AND PROFILES I1..,..I1 BENCH PARR El--475078 I I I a SHEET 05 Thru. - PROPOSED ALIGNMENT W/STATIONING O r++ SHEET 25 Thru. 41 - WATER PLAN AND PROFILES --w— PROPOSED WATER LINE U U] _1- - - - - - - - - -4 —M1 N PROPOSED WATER VALVE 1 SHEET 42 - DETAILS Y PROPOSED FIRE HYDRANT 9-oft.AndPROPOSED BLOW OFF yt/A4f17x �---� PROPOSED WATER LINE STUB —$ PROPOSED SEWER LINE E -- •"-'Z. - - + '� t NOTE: ® _ PROPOSED SEWER MANHOLE FOUR WAY STOP + t PAGES APPLICABLE TO PHASE H CONSTRUCTION E�� PROPOSED SEWER LINE STUB OJECT 03-588 AT'INTERSECTION OF DRAINAGE FLOW DIRECTION MJRS70N ROAD AND 1-3, 8-8, 11-14, 18, 17, 19, 21, 22, 24, WTW ANG' 03-588 PHASE a AB FERGUSON AVENUE. 28-28, 31, 32, 34-36, 38, 39, 41, 42. �— PROPOSED DRAINAGE SW SEE pE TA0.PG.n2 � PROPOSED STREET LIGHTING � ' 2 AREA MAP �L PROPOSED REGULATORY SIGN TAB PGDT SCALI 200' T PROPOSED STREET SIGN AAR: 03-588 PROFILE PGOT PROPOSED UTILLITY CONDUITS M+1 QI SHEEr of 01 a2 Fun m NOT TWO CMTRAM — SQDNR INSTALL Std.STREET LIGHT AS PER C.O.B.SPec.. 9 AS PFjt C.O.fl Spec.. A N89'48'24 m Iwo z.m a.aa ..eo t>.oe e�o T.m a.m a.m lo.m ,Iwo lo.m IA6 I.T. ts.w Ie.m nwo , m W.m AOW'2M —0 is IV 1 JJ i ALL$lay STREET yCNi PER WIB swca. D ATIN Bi CC r PANN IANp l.Ytl NI I I 1 C ECK BY: DF - _ 0 - SHEET # OF CORRESPONDING STREET / SEWER ALIGNMENT DRAWNG DATE DUNE So,xO06 INSTALL Std. T L"T 11 - As PER c D.B. © - SHEET # OF CORRESPONDING HATER ALIGNMENT . • _ - --- REVISION DATE: Sept.13,2006 J I 1 INST As'PflER At �oS INSTALL slQ STREET INSTALLS S EET UGHT O O UC0. AS PER As PER C. G.D.B. PER o bm.. . '--� .. w00 a 1.m. lo.m --- ,x. s.aQ' 1Mm ••. ,8� 10 WSTALL srd.sMu- g AS PER C-O.B. INSTALL Std STRUT UGHT 77 AS PER .O-B. III 1i f E� I t. �al-- -I1� --•rt---- --- — - - - — INSTALL std STMT LIGHT- C.O.B.Specs. I I I •.1 RNSTALL Std.STREET LIC//T ® I I I I I I ` AS PER C.D.B.Spaces III I I I -- -- - ---------- INSTALL SUL S ET UGNr I I I III H AS PER C.O.. eca.(Typ.) 1 ( III I I co ^ AST COI Std. sppB STREET LIGHT ! I I l $1REEr LTGNT - _ - awes - .we — a.m _ n.m Nwao ,3:6J•.._ _ 11 I III I O C.O.B.Spsa. I I � --two— INSTAL,SI TREET L10NT • - - I I I I I r�� CJ AS 0.8.Specs. 1 I I III 1---I ) d'.. z �' III II Z z x 77 '`b I j I I III I I I_, � zz w I �, h•,, , I I i l i I Q U1 '�—' o a• � i PLR Std S1HEE1 UPIT 1'3 I I III a w — , C/) � � I � III I¢I i � 121 Ig I E-, W W ® IT i I H � � va � p L—L ii i I �l I Z N 11 I 14 I o w es I 8 i 5N15 r 5 _ r I I I I I U INSTALL St IR[ET LIGHT 1 I 9` AS PER .0.8.Sp-.. ti 1 tvK• i' 13 I I I rn ri VJ r99 1 — T— I I - I I III O - _ _ k e 4 ,m A T F� .STALL Std.STREET LIGHT I I AS PER C.O.B.Spec. ii I I q S IN(TALL Std.STREET L161T t As PER C.O.B.spec.. SITE PLAN O SITE PLAN ! PG: 03-sea PHASE 6 All ' SITE PLAN (OUTFALL LINES (OUTFALL LINES '"B G02 ' SCALE. I". 100' I - 6i'I I I SCALE: 1•-100' SCALE: 1«- 100' AVER: 03-SM PROFILE SITE T:SHEE 02 OF 42 INSTALL 76.00 LF 35'.84 INSTALL.93.00 LF.2-CULVERT. I FS S .18+95.87(21.00 L) INSTALL SILT FENCE. INSTALL 46.00 LF RB- I I CONCRETE BOX OULVERI W T$. - - - - - - - -Inv.Lbv.-�4723. �-- - - - IINST Std.SW RCP WADED AT 1.0% INSTALL 106.00 LF 36'.56.5'ARCP PIPE F..�72SDD,P/L.1723.00 - ROW LINE.p23.00 N89 48 2A 4 s m • m e ae F oo T am v. n 4R y7p. W�TS BOTH SIDES AND TRASH RACK _ NO.o22i o» 2o- CU Ell LVERT.QAF=u --_ �� __- -_ Inv OUT �74e•862714.M it OS STD.19+03. 46.00 L INSTALL Sid.SQUARE RFAIOV4 E10STINC 24'CMP. INSTALL FS 18.97.52(2a 00 INSTALL Sill" STORM DRAIN INLET. sT�F W'ON ITT RESTORE STREAM BED SAT INS ALL Sld.SOU T.B C -{729 35 INSTALL DETENTION PON OUTLET Inv.-4723.95 TO NATINAL CONDITIONS. FEt10E, STORM DRAM INLET, wSTAALLII,,DETENTION POND%OUTLET Inv. -�.::r 4726.12 EXISTING STRUCTURE AND 294 LFIWAINAOE T B.0-4730.10 A STRUCTURE AND 57 LF D!(AINAGE WOUND SWAIE. SEE DETAILS,11115 SHEET INSTALL FILTER FABRIC AND 1Y Min. I 12.0' ^' AWN : a INStALLC$6, Inv. -4726.55 SWALE. SEE DETAILS,TI9R SHEET - I INSTALL DETENTION P010 OUTLET - npHfvwv• RSTALL 13.001E 16' RAP MATERIAL NO FINES 47��9 UME 799 N] S1Rl/CiLIILE AND 25 LF SAIN FS Sto.16+96.94( R) DETEN PONE 9 SIDE$Q<CULVERT.(Tp.) RCP WAGED AT 1.01E SWALE SEE DETAILS, THIS SHEET NV.E1.EV-4725.60 I t S' I. OVERFLOW Elw.-l727.69 W/FURED END Sea 8'I'ORY DRAINAGE QV MANNGLESFWM FLA NA VOLUME- RJ 3 .` ED BY: Of BOTTOM Ebv.4726.J9 NowrK An CORNER '000 DETENTION POND 7 RI4-1799.93r4 - - "�1 t VTTA7om a .lM7.22 •• �L AWING DATE: JUNE 30.2006 - B 1 M L 60.00 INSTALL DE7E•H.fy;1ON Pplp OUTLET 2 FOR DETENTION VGLWE-16931 R3 Iw.-4d9�itS o•fr t.m _ AREA TO BE ETMG ^^" OVERROw N4725.02 POND 7 TO BF�� OVERFLOW BOOM Ow./725.22 g2ti0 - - 1 - SEEDED LT •RCP STRUCTURE 46 LF DRAINAGE ,.. _ _ ____ - VISION DATE: Oct.31,2007 16'GIP. Gft D AT LOX SWALE. SEE DETAILS..THIS SHEET BOTTOM O 1723.52 CONSTRUCTED ` � + » � t �1�T IN PHASE U ti INSTALL LF 21•RCP DRAINAGE SWALE DETAIL $rut 6A.00 LF 24'RCP WADED INSTALL Jz.00 LF 1 V AT 1AR W/FLAR♦D END See. INSTALL Sid.COMBINATION WADED AT 1-01L W/EARED I RCP WADED AT 1 O INSTALL SILT Fk710E SCALE: NHS 90UARE STORM DRAM INLET. END 5•c.!SAFETY 1RA511 RACK 0E NTION POND 3 bm - 4727.9E \ I "FLOW IOWI E=72900 61STALL 65.00 LF • 16• INSTALL 315.60 LF 21-PVC STORM DRAIN PIPE O 0.89E \ BOi Ebv.4727.50 �.��. RCP w� INSTALL DETENTION POND TALL DEFENL POND BO%C/AVER7 w/T'E iS. 16'RCP •., Inr.-l727.62 OUnET STRUCTURE AND DETENTION POND TIED SIRRAIN 1URE AND 485 lE DRAINAGE SWALE. ATFI F {728.00 VOLUME 149E/t] �� SQ III LF DRAM WALE. SFF DETAILS,THIS SHEET OVERFLOW 47J0.6a 8'0 SEE DETAILS, I ET BOTTOM EI .4729.14 I TAD Sta.-13+3.7 1650 TAIL LF 15' STORM GRAN INSTALL St0.COMBONATION W 1.01E I SId,DETAIL 720-tAy(_TIp) \ ti oR RED EN Sec. T.B.0-{7 9 Ytr. 2{'SLOTTED MANGLE O SQUARE STORM DRAIN INLET. vFVA N 3 1 \ In - 7 �4' COVER 1W711 RING POND E -J . 1•m _ . ••a4 -. 7•m - Mto.m- - lZE _ VtINaO REGIARED T (REF.SRIWRFOURE SIZE AS ED) Iw. I>r� „ - -- I (REF OUTLET PIPE) � .. • . . ), t _. -:_.- _y:�_ - . - INLET OPENING O POND s f x 8 INSTALL Std.SQUARE N Std.SQUARE TAD Sla.12 53(16.50 R) I FAD Sla. 1}♦7=.5j(16.50 R) TH GRATE- $3 I T' MS7Au COM61N;l N MANHOLE AND SQUARE SAME SIZE _ ' S70R11 DRAIN INIEI. �[ $ DRAW NIET. TALL Sid,SQUARE IT rWAN INIE. T AS OUTLET 1 Inv, - 472619 bv.-14729.71 T.BC-{7JS.Oa - S ORM WNN W INLET AS PER C.O.B. . a Sld.DETAIL No 0 720-1B(t .)INLET - - BOTTOM OF Q--n- END Sta,13+8. (6.06 R . . . POND El INSTALL'STORM DRN ANNOLE W/FIAT TOP C.O.B.l.. 1 T17 POF1D NLE TEMP ARY TION 7YR Sto.9�Oj.66(16I0 UW DETEN PONDVGL E-154 R3O Rf 7 lEESETLOW E v 4 00STORM IN '�7 LET. 2 .M 21 STORM PIPE O 0.677[ T.B.0-�73i.n, Borrau E73E soVLRDCAL Mr..47", i 4•1 I 44.(Typ.)_ _ TOP VIEW SIDE VIEW _. - - :_ - - _ _ - - -_ - - - UTLET ORIFICE DETENTION POND 0 DETAIL W/SCALE. NHS ' RLSta. .S4(15.50 R) RL St 9+0266 1 R4'QRAIDE RING Thom OST DRTOUT.O.&T LDIER T. v iS Sto.10 I!J M DR INMSTATWIN DRAIN n,.1FLAT TOP_ `•`� M. = 4731.11 1.4 INSTALL 6D.OD lF J6'.61' Ty CONCRE7E BTxCULVERT 4 $.WETSi '1 ) ]E 1Q '�H18 W F/�-4737.70 ( � E U (TFOS CONf14C1' 2a'SLOTTED MANGLE INSTALL'7.05 LF 1S'PVC AS Sta.1N 15.60(23.50 L) 4 COVER WITH RINGTop OF SOUARC INSTALL S10R4 GRAM PIPE O 0,66>< INSTALL Sld.SOU Wl Aun wnARY NO SLOT-SIa (REF.OUTLET PIPE) ONOES70RM GRAN WT. MANHOLE G W/FLAT TOP. STORM DRAW RIET BUID Cp15TRUCDON FENCE AROUND ALLInv. 4738.02 Inr, 47Ja.27 d FELC-4741.y, WETLAND BOUNDARY AS DELNIATED BY ENGINEER. AS�a�� (REF.SLOT SIZE SET INVERInv.-17d6.d0-473a70 DO NOT STORE CONSTRUCTION EQUIPMENT .f AS REOUIRED) AT BOTTOMDINFRINGE OH1 THE METLAND AREATH 5.. WAIEGW MAIERIALS W IN ANY OTHER WAYS INIFT Oi PONNAS EOTTSIZE ..- POND Elw 51F t Min _ L0. �AS Sto.1 . _Ir INSTNI Std SOUARE S IT. ILETI1.B.0-4141 I 1739.97 AS Sls 4 15-90(23.30 R) Nit OU SAME AS O111MSTN.L t. SET St. `'SOU T URAIN INLET' • R � H(a06 R) T.B.0. 7 1.48,Inv. 473d33 O INSTALL LFf5 NH 7+1.RCP W T 1.OR NSTAU STW4 DRAIN YANMOaFLATTOP. / -w sec. RM Inv (Tfp) •'bt _ STORY DRAIN PI 1.961rn 5TOP VIEW SIDE VIEWB47J3 Mo slo 7♦1;9e(TEST DETENTION POND OUTLET DETAIL W/WEIR '"-' O. •I NSTALL$��d.. ARE d1AN 8TB.0-4T4 11,Inr -47+416 aSCALE' NIS1 0 LF DRAINAGE4 �POND OUTLET l - '^ � � � z v 15,TIHL6 SHEETII DEENTIONPOND 6 + - r^VOLUME- 1399 R3 1 . lJ!VE LOW Ei v -4743.63 MD Sta.B4A 2(1a50 R) I //�-� �n0M Ebv.4742.t3 � MD Sta.7 6 3(15,50 R) 1--1INSTALL TO SOUARE Si01tM'WAM INLET. STALL StA SW INLET. � O•1TB.0 -YMAI I NSTALL POND CUTLET T.B.0-4 7 0.Mw.-4711RlKTURE 20 lF DRAINAGE I 91STALL()+14 if OF $WALE. DE LS•-S SHEET - _ t FS Sla. ♦.22128(6.06Rj t36'•%5 NFORCLD -1RSTALL.S7TBY.DRAIN NANHOLL B w/RAT TW. DETENIIpI POND MIET STRUCTURE ORIFlCE AZNC CNAR7r \PIPE FS St..1+ .2S'(R061t1--- V W INSTALL35.00 F 1 - T . INSTALLS BEAU+ < Gb:O-eA (tF019(wARQ,o-anCC Coef-o.61.A. S 9ECTIOIIK AREA,9-ACGt]lRARd/.H-NEAp)RCP•WADED A 1. RM- Nr.-y4Ay11413.11 TE W�uREoW Lf T PVC STORY DRAM PHQE O 0.a77LLIL[-�.i/-�M7.1'O POND i POND SIZE(Ft]) BOTTOM Cie, OVERFLOW Elw. ORIFICE Dia.(Io) HEIGHT(Ft)I lAT Al1ONM)NT CH f NS ALL Sld. ATION J Ste.121E7I 4$i(15.50 R� JA 11+15.63(15.50 L) eeAe•m Ixm Etas POND 1 799 4726.J9 1727.69 2.21' 1.5'RW Elev. • �752.91 I A STORM A INLET. I MSTA Sltl.s ARE STORM[ AIN INLET INS Sld.SglARE SEWN T,NNRIM Elw. i 746.0E T.B.0 066;I TB Inv.- PHue•m Ixm Tm OWMbM- POND 4 1475 4729.14 4730,64 3.75• 1.5, Inr.r 7424. t � � If POND 6 700 4742.13 4743.63 5,18'DETENTION POND OUTLET STRUCTURE WEIR SIZNG CHART OTAIL 801oico.cuil(o-or"ARm c-mo councRIIT-133,L-mmzmTAL LEwTK H-HEAD)BO%CU VC�lT NSTNL Sld. INSTALL 136x 1F 1]'RVC ,LA 14+15.BJ(tOCONSTRUCT UNI T J6-.B4'BOX in -4 13. SQUARE STORM Sf0Al1 OIRAIN PpE O 1. MST Sid-COMBINATION POND/ POND SIZE(Ft3) BOTTOM Dw. OVERFLOW Elev. WEN SIZE(In) HEIGHT(Ft)CULVERT,FE ii$$ A)YD TR(USIH RACK F/L-4 DRAIN INLET. SGU STORM DRAIN INLET.TOPROVIDE''DtANSITION 2 Inv.-4742.79 tnuY m Ixm nW 1'axlYCn POND 2 2259 4723.52 472&02 4.63' () T.B.0 4719.E 58-5'ARCP PIPES. GROUT .. -__MIERLOROFBOX CULVERTS WHERE NST (2)72- TE Inv. i7 !►1748.4E I.FIN O lxm Im POND 3 41BJ 4727.50 a729.00 6.69'ARONE PIPES ARE INSTALLED TO M S AT C TOI POHO 5 4531 4735.6J 4737.136.72' 15' 1"-4 FORM SMPO' CNHMEI_ ILK iIANLSD NEW ' - - - - - - . (t® POND 7 16931 4725.72 4727.22 9.12' 1.5'SECRON SIING SECTION Ai1EA0 RW-EIw.-4743.38 ~IPROJECT: 03-588 WALL ANTI FOOTING SECTION. _---_- Inv_Elw.-474S.J6 f FS St.,0+03.89(a0I R) �, I [j (, Q L• f( ,'� I rx.ec n 11v POND 9 3783 wi9F7P 4727.22 4.JS' 1,5' _ OIAMAVO F5 TA FES SLW, REMOVE EXISTING 15'RCP. I Na PNASC CONFECT TO EIOSINGI �. I I I I 47=90 W� STORM GRAN MANHOLE. G+AMCW C57A FF$5 EN NG'nV 176 / DRAWING: 03-588 PHASE II AB t RIM .Inr.- ig o. Z PHA$!I V L TAB: PCO](SD) OSTORM DRAINAGE PLAN4 "=1 L - _ - _ ,H LAVER: 03-588 PROFILE STL1 SCALE: 1'- 100' NOTE: - ALL STORM DRAIN PIPING IS TO BE 12• PVC GRADED O LOOS UNLESS OTHERNASE NOTED. Y•'1 SEE SPECIAL PROVISIONS FOR SEEDING, RIP RAP, AND ENVIRONMENTAL OUAUTY CONTROL. ay SHEET: O3 a 42 EA.tInq 60'Dm,M.H.{5.2(M&M) St. 3+Od57(5.03 R) MATCHUNE Stn.5+84.79(RA) RI!1 U.. M El--4740.43 Prop.RIM Elev. 1141.21 Ev.Inv.IN.4735.38(8-NORTH) EX.Inv.IN- 4735.35(0'SOUTH) Ex.Inv.IN- 4734.77(1B'WEST) Prop.Inv.IN_4735 Inv.OUT_4734.68 (`-3 I I i� ti REMOVE EXISTING 6'PVC SEWER STUB NORTH. I I EvbtMq.60'Ow.Y.H.05(MIN) w• I INSTALL 50-03 L.F.B'SDR35 PVC PIPE NORTH. SE'AER SER (Tw•) I I ; Sto-0+15,66(6.35 R) I I REMOVE EXISTING STA9 SOUTH AND RE-CORE CHANNEL FOR NEW ALIGNMENT. b MATCHIJNE St..6.13+25(FM) PROVIDE FLEXIBLE WATERTIGHT JOINT WITHIN 1.0 LF OF MANHOLE. ADJUST A T PAMN I� Ev.RIM Elev.- 4743,00 /, MANHOLE RIM TO FINISH GRADE WITH NEW BARREL SECTON AND ADJUSTING RINGS. 248.12 LJ'.EXISTING WN BY: CC f St.,5+42.67 4.20 R Prop.RIM Uev - 1742.82 ( I ( ) 16'{ xi PVC PIPE I 1 (T�' �,. SING. MAINT Inv,IN_4736.70(10'SOUTH) W 8'WA R YAI (VARIABLE 8'WATEVR MAIN IN OOSCAL 9EPARATIOH. V Inv.IN_ 4737.J7(8'WESn W I I 2.ar Yin.) Ew ASPHALT PAMNG M CKED Y: DF M6•) w e' A M Inr. 7.3 _ 4736.60 Q 11.ar - - 1 « I I I,.-. ADJUST MANHOLE RIM TO FINISH '� _ -- - - DATE: JUNC 30,200E RAWINC I I « 11. M w (-,' ' GRADE WITH ADJUSTING RINGS. �. Ev1SION DATE: Sept. 13.2006 Prop. 4a'Dw.M.H./le - - - _AJILXJG-..T 4�__ n -� - - St. 3+12.24(5.50 R) _ ZIm 7ynp 1 ' - .- -- - - - - __ _ WTGIIlE Sla.7fS0.00.P007 MATCH LINE Sta. 2+15.49,ED -RIM Elev. -4732.17Twr IN_4725-69 HIE -STREE{My OUT_ 4725.49i - -- -Sta.3+01 23(550 R)31.00'« 4 I, 8'WATER MAIN CROSSING. I N2.90 LF.EXISTING IIJ7?arStc.4000(.B '3000' MAINTAIN 18'VERTICAL SLYARAllp1. Is'W SDR35 PVC PIPE 74.00'R/w1Y ST A60.00'R/W 246.67 li 6'• I ICRMINT Stc.4+51.42(4.62 RSOR33 PVC PIPE ---_.- 6'VERTICALEP AR 36'a 72'BOX ) E.iltMq 60'D'w.M.M-/5.1(ARM)st°.s+e2.m4 Dw.Y.N./19 I. Sto.2+83.4J(5.03 R) Cl1LWERT CROSSING. (,4D R) YATCHUNE Stc.6+75.16 AD St.. +85.57 5.50 R IS WATER MAIN CROSSING. `'j BETWEEN SEWER Ev.RIM Elev. =4741.26 ( ) V o ( ) INSTALL INSULATION W W< K RIM Oev. --wid6rl.Y 473A06 MAINTAIN MM.1B'VERTICAL SEPARATION. - MAIN AND CULVERT. E.Inv.IN_4734.81 IS-NORTH) O o g Inv.OUT_��{727.00 1ti Prop.RIM aer.4741.79 _ OAR-ALIGNMENT, AMETHYST ROAD PLAN VIEW - ROAD AND SEWEREv.Inv.IN-4734.6t (e_SWEST)E%.Inv.IN_4734.J0(18'NEST)OANNIE STREET PLAN VIEW - ROAD AND SEWER Inv Inv.IN7 4735.50 ��Sto. 0+00.00 - END 2 Mr-IXIn -n34.21 `C p SCALF: I' •.� AS-ALIGNMENT, Sta. 0+00.00 - 7+50.00 GRADETrnHNEW BARREL RIM TO FINISHSECTION m m SCALE: I'= 50' AND ADJUSTING RINGS. AMETHYST ROAD SEWER MAIN(St.0+00,00-ENO) -NbT-- ANNIE STREET SEWER MAIN(Sta.G+00.00-7+50.00) $ SIIIMAIY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED Ql- INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.StE.DETAIL No.0981D-1. SUMMARY OF SDR35 P.V.C-SEWER SERVICES TO BE INSTALLED a�8 o+ STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE FiW of Svc aov. O-INSTALL CROSS WALLS AS PER C.O.B.SUE,DETAIL No,02561-I W/W11-2 AND W16-7P SGNAGE. WL STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE 0+70.57 (5.50 R) 4'SEWER SERVICE 32.50'R 472e,OB ❑3-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.SUE.DETAIL N.02529-2. - WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. 6+17.22 (4.25 R) WISHER MAIN CROSSING tt,00'L 49.15'L Q-INSTALL NEW STREET IDENTIFICATION AS PER C.O.d SUE.DETAIL No,09810-4. REFER TO WATER MAIN PLAN AND PROiAE DRAWINGS 0+72.57 (S.SO R) WATER MAIN CR SN I1.00'L 43.30'L 4Me.30 �5-INSTALL BOIxEVARD ALLEY APPROACH AS PER YA.W.SUE.DETAIL N.02529-7A. CONTRACTOR TO PRONOEFOR ACTUAL LOCATION.OESEWER SAND WATER SERVICE NOT 6♦7d22 (4.25 R) WATER MAIN CROSSING It_00'L 19.25'L 1+32.72 (5.50 R) 43.50'L 472d07 PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 8+89.86 (4.25 R) 4'SEWER SERVICE 40.75'R WATER MAIN CROSSING 11.00'L -INSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIONS, -SERVICE 0q 1+311.28 (5,50 R) 4'SEWER SERVICE 32.50'R 4727.94 STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS 7+39-22 (4.25 R) WATER MAIN CROSSING 11.00'L 49.25 L 1+92.72 (&SO R) WATER MAIN CROSSING 11.00'L 4150'L 4727.31 - PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS, 2+05.28 (&SO R) 4'SEWER SERVICE 32.50'R 4727.33 2♦61.65 (S.SO R) 4 SEWER SERVICE WATER MAIN CROSSING It- 'L 43.50 L 4727.58 2+66.65 (5.50 R) 4'SEWER SERVICE 32,50'R 4727.41 rasa u nip NOT THIS CONTRACT Stu.2t 56.75- 3.06.7S St.-0a 00.00- 0.50.00 47SS St. 000 - 1.06.75 ROAONAY INTERSECTION IIjANSIIiON }�--- - 4760 ROADWAY INTERSECTION TRANSITION St.0.00.00- 915000 CONSTRUCT AS PER ROADWAY S ET L.P 42 I SEE DETAIL,PG47. _ CONSTRUCT AS Pt31 ROADWAY CROSS SFCTOFI 0f lAll t,PCAI � i CROSS SECTION DETAIL 5,PG04, TYPL A TkLNCH BACAE ILL REQUIRED.. .TIEEA 1RENCR�ACXFILL REQUIRED. - EOW POINT ETer.- LOW POINT SIG.- 4+00 ,. PVT St.. - I+00 To A El- 740.87 A.D. - 1.20 1 %=83.33 + X.DO 1 4743 4750 4740 4745 H4�=� _. d it co n1H W im " I FINISH GRADE d , Q O A O Q� - - r O d I INISH LRADEwyj II Of:PM _ - II - _ - - 4735. 1 ' 4740'.I I. n._�. _ _. E%L5TING GROUND II - _ IR-______---- II DEPTH= 6.54' II DEPTH - 15/' + O . ,T EXISTING GROUND � I"--f•-t�Lt _ 1l T' __ _____ �f - L -------- _ �1 DEPTH- 8.21' __ --.- I�r ~ r+' "+^.- IYI --- II F'�4 i� O Fa 4730 4735 7 .� ---- ----_-. ~ I - - -+i_t II DEPTH-6.68' - - --------- -- -+ ------L _ t ___ - Q L.F. 8'e WR35 PVC PIPE 4725 _ 4730 - _ mH F _ Qj co O [Ta F L Qr W A L.�¢ �( Yr U2 pC 23 Q 4720B# I- - - 4725 3 :z .. yniow is 3E < i��i z< '� x E. TS < v i<S$�Q co _ z� t },7mn�� ;mm3��j$ '� F< _ mmmmo� N W E- ��m _ a"I i nya 4715 Yryrvr 4720 01� "1 � . _ I.. I^2JS��w� ~UeJ < ° �• II'�. y; so 'w III( R J �9i o d /�. Y�+ <mzo zd `+q.$ Z' ��$Y �" I %oaF"( OO FNpm� �F OY O• i< �j LLki.'� II ,• tl;riz '0"iGV:I<,i[ � is ti 3 :�I 12� �, c.tO�ir �U �3p: ap C 1IIIZ~3 7 Q 1� 7 'IL_JII-lyll_ .o �♦ 'U°o3w3!!2Z_ IwYtwav��3<�n2 mtv2S3 a� -F33> ^ � Q,I $9 W IEn gt; O o�tt``ee qq ,aL r \ os '� ° S>. o vEipi Iiy]wn- wn5`fi'� u3m in='3vl�i� Aos �wswo`w'uuisa�i QUI nwEc_� o`vls �_ DA7Yn 67 Nsuo`5F5<}.Fi z z V 4 4719100, -' �1 0.00 0+50 I+CN: 1.50 2+00 2.`.: 3-00 0.00 0+50 1+00 -I50 2+00 2+50 1+00 3+50 4+00 4+50 _ 5+50 6+00 6+50 7+00 1+50 R0.ECT: 03-588 OAMETHYST ROAD PROFILE VIEW - ROAD AND SEWER ®ANNIE STREET PROFILE VIEW - ROAD AND SEWER TW RAWNG' 03-588 PHASE II AS AR-ALIGNMENT, Sta. 0+00.00 - END AS-ALIGNMENT, Sta. -0+06.68 - 7+50.00 TAB PGO6(AR R AS) SCALE: HORIZONTAL: I'- 50' SCALE: HORIZONTAL 1'-50' VERTICAL: I. - 5' VERTICAL: 1'-5' aYER. 03-588 PROFILE SWR PL4 SHEET: 06 OF 42 ".ter E.iAAtMq 46'Di..M.H./6(GASTON 99-618) Slo.13+21.25(52.BB L) MATCHUNF Slo.8+00.65(FS) `4 E. RIM Elw. - 4740.77 Prop.RIM EI4v. -404fO"741.5a 1 E. Inv IN-4734.99(8 EAST) IN-47J4.99(8''SOUTH) IN-4'35.02(8-WEST) INN Prap.Inv.IN-1735.05 Inv.OUT-4734.85 LR. Dla YH 32 REMOVE EWSTING STUB AND RE-CORE CHANNEL FALFOR NEW ALIGNMENT. ( I ) ,DJJUST OVIDE NHO E RDA TO FIINIISH GGRADEE WITHT JOINT WITHIN 1 ADJJSTaWG RIRINGMAN�S. 7a.ao 4.19 RRAA-T-4714.52 Sta. 13.29.37(44.04 L)T-47J6.59STORM DRAIN CROSSING ECKED BY: OF ARIABIE INB'VERTICAL SEPARARON 71 75 if •SOR35 PVC PIPEGG ti SERVICE(T ) I � NEw a WATER WTO/UME S 7+ .00.P007 ) ,aAW1Nc DATE: DUNE]0,200811.00' M I EW ASPH T PANN \1', Sta 13+59.66(I1.00 L) W A ALT PAVING +4 w M M I 8'WATER MAN CROSSING. MAINTAIN Mh.la'VERTICAL SEPARATION. - _ - T - - DA E -- -- s<�.V1 S' Pt. IT - - U ANNIE STREW - v.ao ,swd �/as X.T. ANNIE S EET� - Lb -- - ---- _ tS0.86 is e'• N T /1.00' 'f J7.00 .�. .•~.. 4V �1J �ItJS PVC PIPE T_ 71.00'R VARIABLE Prop.48'DicT Y.H.122 .I /W W ft 74.00'R/W Prop. 48'Dio.M.H. /20 (2.00 Mm.) Sta.17+45.57(0.00) /, !i) V n EAiatn 60'Dla.M.H. (HAM Sta. 13+69.75 0.00 Prap. 48'Dio.M.H./21 YATCHLINE WER SERVICE(TIP.) RIM EMv.-494645 4745.16 .T 9 ) ( ) St..15+2o.Jo(0.00) Sta 1a+00.00. Inv.OUT-47J7.2J .f '� o Sta.8+30.1}(419 R) 249.78 lF a'4 RIY Dw, -�34/.go 4741. RDA _-s742.66 1M5 SNEFT. - 8+ E..Rw Elv -4741.67 SOR35 PVC PIPE Inv.IN-47d&6Ff7X47 EV -- Prop.RIM47 4,31 -.SOUTH) O ANNIE STREET PLAN VIEW - ROAD AND SEWER �• «,T- 7�.27 "'" N-"'"�""� Cv.Inr.N-47J4.J7(8'SOUTH) Mv.OUT-4Aifi.M4734.24 Ea.Inv.IN- 4733.91 (is-*EST) AS-ALIGNMENT, Sta. 7+50.00 - 16+00.00 soRJs pvc RpE ANNIE STREET PLAN VIEW - ROAD AND SEWER Prop.Inv.IN -4734.9 Inr-OUT( 473J.79 SCALE I'_ so' AD-ALIGNMENT, Sta. 16+00.00 - END m RE-CORE OUT FOR NEW SCALE. 1' ALIGNMEN I. PROVIDE FLEXIBLE N 1 e WATERTIGHT JOINT WITH .0 LF uHt� OF MANHOLE. ADJUST MANHOLE RIM TO FINISH GRADE WITH NEW ANNIE STREET SEWER MAIN(Sta.7+50.00-9+50.00) ANNIE STREET SEWER MAN(Sta.9+50.00-END) NDWAtER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. m^ BARREL SECTION AND ADJUSTING RINGS. REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS SUMMARY a SORJS P.V.G SEWER SERVICES TO BE NSTALIED SUMMARY OF$DR35 P.V.C.SEWER SERVICES TO BE INSTALLED FOR ACTUAL LOCATION,DEPTH,ETC. R11 TION C/I OFFSET DESCRIPTION LINEAL FOOTAGE STATION C/L OFFSET DESCRIPTION LINEAL FOOTAGE Effi of Svc f1EYA710M - CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE N - PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 4.86 (4.25 H) 4'SEWER SERVICE 40.75'R 9+99.16 (4.25 R) 49.25 L INSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIpI/5,INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.09810-1. WATER MAIN CROSSING 11.00'L STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS.INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.02581-1 W/WII-2 AND W16-7P SIONAGE. 022 (1.25 R) WATERMAIN CROSSING11.00'L 49.25'L 10+09.90 (4.25 R) 4"SLNER SERVICE 40.75'R NOTPAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPSCONSTRUCTEDINSTALL CONCRETE VALLEY GUTTER AS PER CO.B.Std.DETAIL No.02529-2. 9,86 (425 R) I'SEWER SERVICE 40.75'R 10+88.67 (4.25 R) WATER MAIN CROSSING11.DO'L 49-TSStft. 'l 11415 PHASEgx f00R(8.0T SIDEWALK STARONINCINSTALL NEW STREET I ENTIFICATION AS PER C.O.B.Std.DETAIL No.09810-4. 9.90 (4.25 R) 4'SEWER SERVICE 40.75'R 10+74.90 (4.25 R) 4'SEWER SFRVIf,F 40.75'R -ANNIE STREET(AS)Sto.13+20.60-21+55.45,RIONT NSTALL 80ULEVARO ALLEY APPROACH AS PER M.P.W Sld.DETAIL No.02529-7A. 0.18 (4.25 R) WATER MAIN CROSSING 11.00'L 49,25'L 15+32.46 (3.44 R) 4'SEWER SERVIO 43.21 R 4737.95 9+29.68 (4.25 R) WATER NAIN CROSSING 11. L 49.25'L 16+05.J2 (15.47 R) 4'SEWER SERVO - -- 29.61 R 17J7.51 9+4J.04 (4.25 R) 4'SEWER SERVICE 40.75'R 17+30.9J (4.07 R) i SF WER 5FNv1<'I 4217 R 47]8.53 NOT THIS CONTRACT PRM a IIBROVEMENn - Slo. 12+70.60- 1J+20.60 Sta.13i20.60-13+70.60 ,760 _ - ROADWAY INTERSEG110N TRAMSNI(IN - ROADWAY INTERSECTION I SlIF1ON Sta.9+50.G0��1i�7 i5' I T . SEE DETAIL,PG42. S E DETAq,PG4II. CONSTRUCT AS PERK RGADWAY CROSS SECTION DETAIL 5.PCA4. I I I I I II I _ .. -._ _-._ -.-_ _NIGH POINT ELFV- 4747.23 -1 , ..TU _ _ TYPE A EN A�F�.L h f 1._._.��_.-1 - - _ HIGH POINT STA- 2G+86.46 IINi)PONV --'4744b2 <0. LAW POINT LI4v.-4741.8b I I I PM Sto. - 18+00 PM STA 2D+86.45 R7 LOW POINT Sta. • 14115.60 I I PA Ebv.- 4745.92 yt NIGH PO4NI Sto.- 10+60.44� 4 PIA EIEV-=17/7,36 c'S pN SIa s 10+72.15 AM PM Sta. 14.20 A.D.- 065 A-D _1'00 1155 -1 PM EI4v. 474490 - - PIA El- 4741. - - 1 K 152.97 N I K-100.00 I I CQ A.D. 1.57 I I Qd�j A-D. .2.12, 10 LOD'VC --100.00'VC I K-6S81 1 Qf.J`C7 U K -41.15 - 10D.oD vc- m.o0'vc N 4750 EXISTING(ROUND � I mII � If { _ -°_Dx - z W A. co -- n --- DEPTH . 7.93' :. -- '- - ` FINISH GRADE DEPTH-'B.d2' O �1 Q O Q I I I ...2 1 .._ _ - Gr•`1't . I I DEPTH- 6.57' Df P71 -8.95I J7.7S L.F. DEPTH=681' 222.08 L F. 9.491 O 0.4DOA _ �o 49 7 150.55 L.F. _ - '1S9J5 PVC PIPE5 F-r1 IId---�� ♦i1 ►~�4 Q4 ��F+ 4735 -' I 8'F SOR35 PVC PIPE - e'A45ON35 PIPE cn � vi F _ W W �aJo - - § u� W E-1 A x o cn 4725 .J �. .W m I ��j� ►-4 n0nm mu g'I � arc i� o 6� .<- 2 zo8¢ nor d 5 �& �. sPn ;sG�j _ ha'Oa .i+�'N>�a 7� 8 � Yd v zg� .s xS E- O • p Ao �ou ,i 3.W �ZEa�N 3 Y. zz�5 I 4wg�11 u�' �_: . . . . Ism ' a .`Wa. E .lsn�_ � =�'�'W�a -f=�� -Way O [iy, yy �01 pa G�4a3 ��gg �pP aa U Q DAIT/Y d'kv. w"n�,19 SRn 3 a`inBEb v,3w$u-i d6 g*Si Cix 7bl ilm�D1 IrZ&SS nin <<z- -_ 4NC5£ ine.on-- _ - - m„ 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11100 11,50 12400 12.50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 12+50 20+00 20+50 21+00 21.50 01 PROJECT: 03-588 OANNIE STREET PROFILE VIEW - ROAD AND SEWER W RAWINC: 03-588 PHASE II All AS-ALIGNMENT, Sta. 7+50.00 - END U) TAB: PGO7(AS) SCALE: HORIZONTAL: 1'- 50' 1- _ 7 LAYER 03-588 PROFILE SW9 VERTICAL 1"I"1 SHEET_ 07 OF 42 117.42 LF 8•• VARIABLE 4'HORIZ. - SOR36 PVC PIPE (2.00'Min.) DISTANCE FROM Prop,48'Dio.u.H. /15 tt.00' N MIDDLE OF HYDRANT Sto.6 ♦71,10(9.93 L) 4) '� ro MOOIE aE RIM E74v. �ad666 736.M _ _ UTi1TY CONDUIT Mr.IN. 4728.56 Inv.DDT 4728.36 -- _ _ - I II 4 ' R SERVICE(Tp. / � 31.00' - AWN CC r -.SDR35 PVCBPIPE J0.00 Prop. o. .H./18 - � 60'000 R/W � I C D BY: OF a.2401 (5.50 L) AA _ - Prop,48'Dio M.N.#16 I I DRAWING DATE: DUNE 30,200E +12.24,AR - Pro 48'Did N.M. 4 j 250.49 LF a'4 v'' p' Slo.7+89 50(5.50 L) ' I w I RIME N 4725.9 SOR35 PVC PIPE - ,44 Sto 5+27.20(5.50 L) RIM E1.v.2♦MOW 737 yyy ,yIy In,W- 1725.69 to MATCHUNE Sto. 19+50.32. TAD Inv DDT 4730.91 I ly I' INSION GATE: Sept. 1],200fi WO NJ M OUT 4725.49 1N1 1�`1Q RIM IN -23.74 7-47J6.20 ,163 LF 6.W r 8 J Inv IN 4723.74 1l Inv G 472 23. y■ I V 8'PVC SORJ6 I 30R35 PVC PIPE �tll�- \ Inv.OUT-472J.54 IRRIGATION CONOIAT .. -•� 11 _ INSTALLED _ r o I � I •�,,. NEW ASPHAL PAYING 2 ? V3 - I"{I Prop.4a-OIL M.M I Z p I' I o a v Sto.2+76.06(1.37 L)/17 1 RIM El..-47i9.K 4 9J I I II r�r,^, -Z Inv.RI-4a96.1Y4726. I 2- Inv.W T ♦7'!fM{ N II �, wo OEMERALD DRIVE PLAN VIEW - ROADAND SEWER C ED-ALIGNMENT, Sta. -0+40.67 - END SCALE. 1'- 50' p o EMERALD DRIVE SEWER MAIN(Sto.0+00,00-END) �,$ N 67 SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED i y 01-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.09810-1. STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE End of Svo ELEVATION ©-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.025a1-I W/WII-2 AND WIB-7P SIGNAGE. Z ❑3-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std.DETAIL No.02529-2- 3+16.43 (5.50 L) 4'SEWFR SERVICE 32.50'L. 4724.77 J 1 u 4❑-INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Sla DETAIL N.09810-4. 3+91.43 (5.50 L) 4'SEWER SLRVICE 32.50'i. 472455 - WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY- REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS ©-INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Std.DETAE No.02529-7A. 4+65025 (5.50 L) 4'SEWER SERVICE 32.50'L 4724.71 FOR ACTUAL LOCATION,DEPTH,ETC. CONTRACTOR O PROVIDE SEWER AND WATER SERVICE 3+13.34 (S50 L) 4'SEWER SERVICE 32.50'L 472607 NSYAUL C S ACCOMMODATE CROSSING CONVICTS. INSTALL ACCESSIBILITY RAMP AS PER ALL STANDARD SPECIFICA DONS. 5+73.34 (5.50 L) 1'SEWER SERVICE 32.50'L 4727.12 STANDARD DRAWING NO.02529-8 AT ALL 911ERSECTIOHS. I 6+SS23 (6.45 L) 4'SEWER SERVICE 31,71'L 472932 - PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. 7+24.30 (5.50 L) 4'SEWER SERVICE 32.50'L s731.12 7+54.50 (5.50 L) 4'SEWER SERVICE 32-50'L 4732.23 sin.0+00+00- 0+50.00 �'g Q �l1P�Y1 E Sto 8+21.11 -8+71.11 4750 - ROADWAY INTER SECOOH TRANSITION -- - - - Ste.2+50,00- 21+55.45 - - ROADWAY 1NTERSEGTKJN TRANSITION SCE DETAIL.PG42. I mCONSTRUCT AS PER ROADWAY SEC DETAIL.PW2. CROSS SECTION DETAIL 1,PG04, 1YPE A TRENCH.BACKFILL REQUIRED, ftl_ I t_ - o r 4745 - - W 0 w A 4740 01a IN i 3 a D ' r,a . z z of ++ -- fs4 W 4a o .9ryi0zo O ^ i W Rf 1735 - - +u1YH. yip. c o S > ---- DEPTH - 8 50' DEPTH 6.96' O r/•I W IK�3 Ws _ _ O Vl A cp d \ �) . - - `EwsDNc tX7au/10 DEPTH-11.73' TT�.4z L.F- "" > F� 'O�1 4730 - - --.-- -- - _ ._ _ _ ��d ( - DEPTH 6.68' DEP IH- 1 66' _ - _ - - - - _ - 9 4`.10Ry5 PVC pRE 0 4725 - _y 25049 L %.F. P`1C 59.93. - 64 God.O 0.500 SL F B'.SDR35 PVC PIpE Tn w W '4 SDR35 PVC PIPE v��1 l 1•�•1 4720 Q 7 N . - W Cl1QIz A � 4713 I -� - g - U A lo ' A_� E ) O / +'m 3 Ono - - pgN; �; oB +�= ogNNN sg � 'R �s cn Cj2 w vi 'z o' yy11 ; Ei I n Ot - - - - - O 0 4 DATUM SM. a In 47015.00 ar •♦ 'r:, Vr Yr ar v♦ it v �1 0+00 0,50 1.00 1+50 2+DO 2.50 3+00 3+50 4+DO 4+50 5+00 5+50 6♦DO 6+50 7+00 7+50 8+00 8+50 9,DO H1 10JECT: 03-588 OEMERALD DRIVE PROFILE VIEW - ROAD AND SEWER W DRAWING 03-W PHASE II AB ED-ALIGNMENT, Sta. -0+40.67 - END TAB PG08(ED) SCALE: HORIZONTAL I•_ 50' VERTICAL- I. - S. ,.AVER: 03-588 PROFILE SWR W I1 00 OF 42 �i Slu 4+2z14(0.00> Existing 46•Die.M.N./6(GASTON 99-618) E1datV'9 FIBER ,�,,; 12•STORM DRAIN' �' EXISTING FIBER OPTIC LINEN Sta.7+Ii.25(0.00) I- St.8+00.65(019 L) laE 2'EAST OF 1,I' CROSSING MAINTAIN Mtn. 1.5'EAST OF SERVICES /2•STORM GRAN W I I MAICHUNE Sta. 3+21.2a(AS) II CR05591C. MAINTAIN Min. 1 ^1 E705711M FIBER 1 6 vER SEPARATOR. O (r Ex.RIM Elm.- 740.77 e•VERTICAL SEPARATION. ' Prop.RIM El"..4;-h 4741A9 I OPTIC LINE IN 3!I Ex. nv.N-4734.99(8 EAST) I7) . EAST OF SERVICES St.1+42.10(.19 L) ^ S1o. 1+67.40(0.00) VA18ABlE ,�, Sio.4+43,14(0,00) i �' Ex.Inv.N-4734.99(a•SOUTH) Ste.1- .30 MOD) - - - - - - - 12•STORM PRAM a-WATER MAIN o�VIAn CROSSING. '�+ a•WATER MAIN VIATgN ( )7 CROSSING. MAINTAIN Mfn. (2.00'Mln. ' f_ Ex.Irv.N-47J5.02 8•WEST) IY S DRAIN MAINTAIN Min.9•VERTICAL SEPARATION. 11�• O li CROSSING. MAN AN Mtn. 340.03 LF.EXISTING Pr Inv.IN-4735.05 QOSS•NO. M 30 MOD) Win. - 6•VER11CAl SEPARATION. I W O Q 10.5•VERTICAL ARATION. a••SDR35 PVC PIPE (.rJ InvPOUT-473 65 8'VERTICAL ARATION. - y--. FINISH OR WITH _. "' - { I N BAR SE TION A - - * AWN B CC 10" WATER LINE - _ _ - - - -1N_T ECKED BY. Df 4� 100 M - ~ - ATCHLNE Sto.M 1 11+50.00.PG12. AMNG DATE, JJNE 30. 2006 Existing 48•DIo.M.M.N(GASTON 99-618) - _ - -_ _ - __ Slo. -1+6d58(Q21 LI J14.83 LF.EIaSTNO _ P - VISON DATE: Sept 13. 2006 Ex.:N Oar.-♦75Z..5 PVC PR _ _ _ - Ex.Inv.IN 4743.0(6•WEST) .- 304.90 L.F.EXISTING C5 -�' Ex.Inv.IN-4743.45 8•EAST) .--. ' _ --'. - - _ __- - - 1' VC_ Ex Inv.N-474J.49(�SOUTH) I Existing 46•DIa M.H./4 L w �. w w w x - - V 28 :PIPE f - inr.OUT-4743. If - - - - (GASTOX _ 1-- Sic.1+56.25(0.19 L .37 LF.EIOSTRM Exiat'n M•Db.M.N. -�• 95(GASTON 99-818) � \ c> Y e'31RJ6 PVC PIPE gp,00'p/W t1 MATCH Ex- St.13+19.55((JA)) {g I¶ I ' Sta. 4+60.62(0.02 R) .44(� Er.RN EWv. -n{9.13 1• II MATCHUNE Sto.6+65.73(MD) ICI Lv Prop.RIM Eim.-4150.15 SEWER SERVICE i .) Ex RIM El.v. -4745.12 SW.7+58.75(0.00) 7FROM THICK PRE-MARK 20/20 FLEX Existing 16.Olo.M.H./7(GASTON 99-618) C`�y Ex.Inr.IN-4741.67(8•EAST) Prap.RIM Elm.-4746.51 r WATER RAIN CROSSING. WHITE PLASTIC STRIPPING 85'AND Sta.11+05,55(0.37 L) PAVEMENT MARKING NOTES Ex Inr.IN-47a.e6(6'SOUTH) Ex. nv.N- 473519(8'EAST) MAINTAIN Min.is' TOP BACK OF CURB TO DESIGNATE MATCHUNE Sta.8+2375(RL \O FOR FERGUSON AVENUE Prop'Inv'N 4741.94 E. nr.M-473a.27(8 SOUTH) VENT CAL SEPARATION. MSTAA�j}PRE-MARK 20/20 FIEz Ex R9Y Em.-4737.21� V9 Inr.OUT- 17{1.7{ Po p.Inv.W-1739.11 SKID Re AND aRECTION ARROW Prop RN E]m--�i88 66 1738 40 ADJUST MANHOLE RN TO FINISH Inv.OUT-4737.97 RIPPNG EACH INTERSECTION. Ex.Inr.IN-4733.46(8NKE LANE STRIPWC GRADE NIM NEW BARREL AOJUSi MANHOLE RIM TO FlNIS1Slo. -0+10.00-1+16.34 -17 SIGN W11H EACH MARKING(Tp.) Ex.Inv.IN-4732.32(6•WEST) V St.1+98.67- 3+96.38 SECTION AND ADJUSTING RINGS. ANADE WITH NEW BARREL SECTION Inv OUT- 4732,20 Sla.4+78.90-e+96.46 0$ AND ADJUSTING RINGS ADJUST MANHOLE RIM TO FINISH Ste. 7+97.05-10+70.51 GRADE M7H NEW BARREL SECTION O W Sto.14+42-69-53,10 11i8+6.67 wcE o St-- 1+11.77 T FERGUSON AVENUE PLAN VIEW - ROAD AND SEWER �a In y :1' AND ADJUSTING RINGS. �,�V ONW nIt wow Pl.=nc CA STRIPING a 4W� �OF FS-AUGNMENT, Sta. -1+58.58 - 11+50.00 Sla 1%1e00 3+9916.6JE s'PVC EIEV-47H.26 om g SCALE' 1--50' o Slo.4+78.90- 1 96.46 T.O.P.E1EV-1742a1 Sla.7+97.05-10+70.51 -- Sla.11+5110-13+56.10 .� D P• FERGUSON AVENUE SEWER MAW(Sta.D+Oa00-5+33,00) FERGUSON AVENUE SEWER MAIN(Sta 5+33,00- 11+5a00) WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. x Sta.1N4269-to+98.87 -- -- SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED SC OF SUMMARY a SOR35 P.V.C.SEWER SERVICES TO BE INSTALLED SC OF REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS a o FOR ACTUAL LOCATION,DEPTH,ETC. LlQ STATION CA OFFSET DESCRIPTION LNEAL FOOTAGE ELEVATION STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE ELEVATION -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE Fay NO PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 1.11.77 (GAO) 5300'L 4744.28 5+34.48 (0.00) 4'SEWER SERVICE 53.00'R 4739_a5 -INSTALL ACCESS181UTY RAMP AS PER MPW STANDARD SPECIFICATIONS, Q-INSTALL NEW STOP SIN AND STREET IDENTIFICATION AS PER C.O.B.Sid.DETAIL No,09810-1. WA MAIN CROSSING p.O0' STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS. 02-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL N.02561-1 W/WIt-2 AND W16-7P SIGNAGE. 2+45.10 (0.00) WA MAIN CROSSING NG 11.00'L 53.00 L 47420.E 6+13.91 (0.00) WATER MAIN CROSSING 11.00'L 53.00'L 4739.56 -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std. PER No.02529-2. 2+46.51 (0,00) 4•SEWER SERVICE 53.00'R 4742.31 6+15.53 (0.00) 4•SEWER SERVICE S3.G0'R 4730.39 ?a I SEWER e - u T IATIGN BECAUSE Of WATER MAINS.4 FUCTa. -Sla.5+32.90,CON RNUE 45'ANGLE OFF OF WYE FOR 1.25 LF OFT OF Q- INSTALL NEW STREET IDENTIFlCATKN AS PER C.O.B.Std.DETAIL No.09810-4. 3+16.N (O.OD) 53,00'L 4741.64 6+95.D5 (0.00) WATER MAW CROSSING 11.00'L S3'� L 4735.02 SEWER MAIN. PROCEED AT Y"PER FOOT To CLEAR TOP OF WATER MAN. WATER MAIN CROSSING 11.00' ©-INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Sid.DETAIL No.02529-7A. -Sla.6+13.91,CONTINUE 45'ANGEL OFF OF WYE FOR 0.75 L.F OFF OF 3+20.15 (0.00) 4"SEWER SERVICE 53,00'R 4741.18 6.95.44 (0.00) 4-SEWER SERVICE 53.00'R 4730.02 SEWER MAIN. PROCEED AT Y'PER FOOT TO CLEAR TOP OF WATER MAIN, - 4 SEWER SERVICE 3+91.90 1 (0.00) 1 WA MAIN CROS NG 11.00'L 53.00'L 4740.69 8+56.53 (0.00) WATER MAIN CROSSING".DO'L 53,00'L 4736.53 SIX FOON 16.01 SIDEWALK STATIONING 3+93.37 (0.00) 4•SEWER SERVICE 53,00'R 4740.64 9+29.54 (0.00) WATER MAIN CROSSING 11.00'L 53.00,L 4736.21 -FURGUSON STREET(FS)Sta.7+47.76-11+11.81.RIGHT 5+32.90 (a00) 53.00'L 4740.27 10+0255 (000) X. 53.00'L 1736.67 FURGUSON STREET(FS)Sla-14+00.39-19+40.60.LEFT WATER MAW CROSSING 11.00'L WATER YAM NG 11.00'l 10+66.11 (0.00) WATER MAIN CROSSING 11.00'L 53.00'L 4735.5 rasa u »I1111,110MIluff s -765 - - - Sta. 0+10.DO- 11+50.00 - - - - CONSTRUCT AS PER ROADWAY ---------.,,------��I------��--.��I CROSS SEC T10N DE TALI 4,POD4 I I I TY(YE P.iREtla1 BACIGILL REp4NF70. � fl PN 91a. -2+�0 I 0 PVI EI-. .4749.4e ~p A.O.- -0.88 - %6u O�Q -K - 113.01. -..-__-- ai< PVI St.. -6r30 1DO,OD'VC- 81� PM Elm. . 4743.96 O n+, i 0 1p K- 34891 lA yy!! v + 0 t00.OD'VC IY yI IITr O W S 4756 - g IM.I¢ _ 1 iN S '(`i n �1. t - PN 910� 9+60 I i I 0-4 0+ �r� at > �N .. �' PIA El-. . 4739.87 r_ I Y VW�r �.~ m A.D. 0,36 w Fl a 260.53 O v-•i _ 1 .OD'VC co C a 1 d o 1--1---n N a e' O C/1 q a0 I I _ d J g N I--I L1EP ,p41,II ��ai - 4 6 3, _ ! O 1� � z 1(J z I. n . 2 �1 -4�Ltl - -- II II TY6 m 8 N . 2S d I1 II R - 88 'DEPTH-8.54I1 i A .--1 IL--------------- II EXISTING GROUND J n 3 �+ 77 >< N Z W w Z 4740 _ II - II .Ih - - - _ _ I - - - -t - f� jl W W `.d xs- DEPTH-6.32 _ E-+ W W 35 - ----___-A L�__-- - - II N Q � a A w C � � T zZZ Ar jib. 47301J •_ O t�Zl u „ ' U s .`„� �w Si 4b( �I I O GW C� Omm �� 0 OOVo Oa ZW F OO OJ 7zA� Z` ryn W•m O� ,o O �bp! O,� o o h �_ ' N i N� - ��' . F I Jrv^ ♦n �mN X., I7? VJ m �w i m$C:Prrcm pS 11Ir 11I Os� + .� m 8 p bf sJ n $aon$-m $ � ' vo8Uz w N� W N UN 3Pn�Y^^+n 8Y], -I I I O� �oV YVIniP W;B O < O�i d ��,nnv. ; pl. Pp .Lwln�Iy h V1 O (� +� - - - 0 OaY Il II 0 0Zp � / wqY /Zt O U. .0� a Ynpt n � � F- EMI2 //�4115 fr + I -) oOF n�htlrs Yr =F ,�Ln � a In § b �_ U) Gsi + WYI W F n3 rn +< • � ZQYYYK�IFn Zj S�iL rY 3 - zz a v� s8� �' sa3 s8i W g °w< •at r p m p Iy zy + W p gs y i C '� L�N < a + q o M� >£�j 1•iIW<-' �r � ��^ < O �) W '•4- �g8 a; N. d;i 8 `Fu.�. G �\ r_ DATUM 6/ev. v9i�3 WTi�W wa ilS2 171oi I 7'z uIo)f <s�a o..�is$ inks 61 <s�xLnw2 .51 aN 1T`o I�.t 1. I7ZO.00 0 H� -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2♦00 3+00 3+50 41011 ',+00 5450 6+00 6+50 7+00 7+50 8+00 6+50 9+IX1 9+50 10+DO 10+50 11.00 11+50 O ROXCT- 03-588 r FERGUSON AVENUE PROFILE VIEW - ROAD AND SEWER I.I.y A1MNG: 03-586 PHASE II AS FS-AUGNMENT, Sta. -1+58.58 - 11+50.00 V) TAB: PGII(FS) SCALE: HORIZONTAL-:'1 -50' VERTICAL: 1 :S' AVER: 03-588 PROFILE SOUR T:SHEE 11 OF 42 -1: 6'PVC SOR ERR1fiATp1 CONDUIT I aw ALLEY APPROACH •1., INSTALLED 24.5•NORTH OF e0 INSTALLED GRADE Prop.48'Di.Y.H.ON UTILTY CONDUIT,20.2'PAST w1ER$ECTIONSLOPING �OFSOAK FIBER OPTIC LINE INSTALLED St.17+29.oe(O.a0 111C ON BOTH 90ES 1-1 AND FERGUSON 3V wEST IF TBC RIM 0-- 17 44 Sl4 13+83.89(-GO) Inv.IN- 471 UTILITY CULVERT 12-STORM GRAIN CROSSING. Inv.OUT- 4M STALLED for SOUTH k1y" Sim 19+88.61 Sla.1{+05.89 "III E%IS77NC FIBER OPTIC MAINTAIN mi..6'VER CAL SEPARATION. (0.00) VAPoABLE OF SO INLET �, LINE CROSSING 8'WATER MAIN CROSSING. M M F4 X j (2G0'MITI.) t4)1 )RA BY CC a 2O, 12 ALL WEATHER CHECK BY DF 215.55 LF 8-P SDR35 PVC PR+E ER ACCESS ROAD -_-- -• T- MATCNLIN Sta.11+0.00,PC71. ITT. - _ - Slo.19+90.61(0.00) _ _ DRAWING DATE: DUNE 30,2006 14+W - ,)+ I __ - - - tfe31111fi•dAS Nwf-GRoccIN ----- ---------- V' - --- ----- -- 1 21•' N -- •• - I - ------ lbM---------aE4r----- EIA90N DATE: Sept-13.2006 Af, _ I Pro,.48'Da 4.H.NOB V _ Sto. 19+70.61(0.00) YA CHLIN Sto.23r50.00,PGl]. RIM ow -473932-♦ 1.37 5v�a/r F11 - r-�_ - - - 100.OD L,8'0 SDR35 PVC PIPE p 0) 17.33 17.13 Z .89 I 4B.ar � i ) i Slo.19+40 BO(0.00) ~� 6o x7Pv�G vPE P ft4b3+w.6o(o.o�o) , 45ar I Wl'CHLLN(St4 1}♦21.11,TAA6D 1L-_ 1 LF I%R38 PVC PPE 90.ar R/W 1 18+99.77(0.00) Y I 10'WATER MAIN CROSSING. MAINTAIN RIM oWv.-173L63 47w - 16'STORM DRAIN CROSSING. MAINTAIN ^of^ Yn.18'VERTICAL!,SEPARATION. Inv.IN-4720.81 SERVICE TIp. Min.6'VERTICAL SEPARATION. Inv.IN-4720.81 V Inv.IN-4120.61 Sl4 19+01.68(GAO) Inv.OUT 4720.41 12-STORM DRAIN CROSSING. MAINTAIN Mtn.S. VERTICAL SEPARATION. (S p PLACE 6'THICK TIC STRIPPING ZO/20 FLEX Q SJv PAVEMENT MARKING NOTES 125 LA WHITE PLASTICMARK 20 AND O FERGUSON AVENUE PLAN VIEW - ROAD AND SEWER FOR FERGUSON AVENUE 13.5'FROM TOP BACK GF CURB TO DESIGNATE FS-ALIGNMENT, Sta. 11+50.00 - 23+SO.00 ' BIKE LANE. INSTALL PRE-MARK 20/20 FLEX a BIKE L�HE c_TRPING 90 m0.HIGN SKID AND DIRECTION!ARROW SCALE: 1'-50' FERGUSON AVENUE SEWER MAIN(Sta.11+50.00-END) St.-0+10.00-1+16.34 PLASTIC STRIPPI AT EACN INTERSECTION. St.1+98.87-3+95.38 INSTALL R3-17 SIGN WIN EACH MARKING(TIP.) SUMMITRY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED Sm.4+7&90-6+95.46 Slo.7+27.05-10+70.51 STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE IDEVATION a St.11+5&10-13+58.10 11+BR87 0.00 WATER PAIN CROSSING II.ar L g St.1N4289-18+98.67 ( 53.ar L 4730.42 OGIBLE YFO.LEW PLASTIC Ch STRIPLING 12+07.67 (0.00) 4'SEWER SERVICE 53.00'R 4729.27 p Sl4-0+10.00 _ _ _ _ HIM FOR o Y St4 1+96.67- J+%.38 _- __ _.___ N _-__- 12+71.55 (0.00) WATER MAW CROSSING 1,00'L 53.00 L 4727.4J - REFER WATER Ii0 WATERAI INMAIN PLAN AND�PROFILE DRAWINGS n PURPOSES ONLY St.7+97.05-6+M7 46 01- INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.09610-1. 12+77.58 (MOO) 4'SEWER SERVICE 53,00'R 4727.46 FOR ACTUAL LOCATION.DEPTH,ETC. St.7+97.05-10+70.51 KMU -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE 00 Slo.11+53.10-13+51LIO ©- INSTALL CROSS WALKS AS PER C.O.B.Sid.DETAIL N4 02581-1 W/WII-2 AND W16-7P SIONALE. 13+54.67 (0.00) WATER MAIN CROSSING 11.00'L 53'OU'L 4723.96 PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 1J St.14+42.69-18+98.67 Q- INSTALL CONCRETE VALLEY GUTTER AS PER C.0.0.Std.DETAIL No.02529-2 -INSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIONS. 13+50.11 (0.00) 4'SEWER SERVICE 53.Od R 4724.2.2 STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS. Q-INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Sid.DETAIL No.09B10-4. -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. ©-INSTALL BOULEVARD ALLEY APPROACH AS PER Y.P.W.Std.DETAIL No.02529-7A. 14+26.57 (GAO) 4'SEWER SERVICE 53.00'R 4721.88 15+66.57 (0-00) 4'SEWER SERVICE 53.00'R 4721.30 9x FOOT R6.0'1 90FW STATIONING -FERGUSON STREET(FS(FS)Sta. 7+47.76- 11+11.81,RIGHT 16+36.57 (0,00) 4'SEWER SERVICE 53.00'R 4721.5I DID NOT INSTALL 17+15.57 (0.00) 4'SEALER SERVICE 53.00'R 4724.99 17+96.57 (0.00) 1'SEWER SERVICE 53.00'R 4725.36 18+76.57 (0..) 4'SIWFR SERVICE 53.00•R 472&79 ruse 11 na'Sovs mas 4745 - - - Iry �10000Fil8 ` T ONS 17+ri0 DO'- 19+40:61) - - - - T - Sip. 19+4U.60- ATHFR DO t - SI -. -- _ IRLICI AS PI'R ROADWAY 1 _ _ __ CON$7RUCT 12 ALL W1 AlHFH ACCESS YCPREOSS SECTION DETAIL 4,PG04. ROAD AS PER CR055 SECTION DETAIL 8.PC 4 0 SLIT.(8+9080 19+40.60 I 'VC r TRENCH BACKI'ILL REWIRED. ROADWAY INTERSECTION TRANSITION 1-- - - . TYPE A TRENCH BACKFILL REOU!REO. K - 2 34 SEE DETAIL.PG42. A.D. - .0 35 N 4740 ! PN Elay. 4737.18 ^l Z PN$lo.- 12,63.BSo .k I I o: t.�( O >5 lDo.00' 1J6.70 p O ElJAC; - G 73 0 W O 1 _ FINISH GLADE •4 PN Ebv.-4731.16 t; `o n Io i PVT St,.a 17+52.99 `Z+ - �1 I� 1 DEPM-0. - - m m > '�o� �T-N Co T TI 4730 EXISTING GROUND \ _ _ - -- __ _ ttR co O Q•I I--I 15.12' - - DEPTH = 15.09' H O t O 4725 N R• -f _ - - _ Q �1 EfJ Ey 'slJq < 1 = r 11'N DEPTH 12.92' _ �, T �z1 �.nT. r!1 4720 ado V J �^ 6'I SDR35 PVC PIPE 245.15 IF (--, - - - - 814$UR35 PVC PIPE h��•//�•��) t 400.02 LF- �- C.y cn w W �1 � c W lwm r _ _ _ 8'4 SOR35 PVC FlPE /'1 �N N 4715 F-i W E-4 q z c 4710 4 g o b1 - - - - 3 >< - o -- - - - - - U d N Q E- z O Gj O"N 1 8 1 0 •'�0 0 K r �y O oz d o «< E• O S 7 z So {705 �n 'j3 ogln rvHnll I - og, ; ^ �o 's} o a� &�� 1 cn V i - x i' S ��W o aim +t✓� :1.71 (� w3vt4 ` Ova a�< =3� - `; va�F W d1T/L�v NnEb In^'i In`s5_�5? inns u�85S? ✓ems ul°'i �1 v,&= _ b 1.00 �( i< it N H1 11+50 12+00 12+50 13♦DO 13+50 14+00 14+50 15+00 13+50 16+00 16+50 17+00 17+SO 18+00 18+50 19+00 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 H4 RO,ECT: 03-5IB OFERGUSON AVENUE PROFILE VIEW - ROAD AND SEWER wDRAWING: 03-585 PHASE 11AB FS-ALIGNMENT, Sta. 11+50.00 - 23+50.00 Cn TAB: PG12(FS) SCALE: HORIZONTAL: 1'-50' VERTICAL 1'-5' C�F,'T 03-588 PR LE SWR P-4 12 of 42 A B CC 12'ALL WEAIMER AC SS ROAD DR CHECKED BY: OF MAT UN t°. 3+so.W, G1 . _______________________________ ___ /FRGf1,50N ALLIV A JGNMRNT) ----------------------- UNE Sto.35+50.00,PG14. RAN9NG DATE: .NINE 30,2006 ----y4.ep---___- - --------------------------------------- ____ ____________ -__---yM•---_--- --__-_ __ _-_-- -y�,M_-----_-_yam---- - EVISION DATE: Sept. 13,2006 Prop.4B�Old.M.H._/07 _ j .03 lF6'•SOR35 PVC PIPE Slo. 13+70.81(0 ) aW.00 ll6'•SORJS PVC — ae'Old.M.N.p6 _ _._ - RIM EIWv. -4725.16 Sta.27.10.61 (O.W) - _ ___ Pray.16�D10.M.H. 40D.OJ LL D'•$DR35 PVC PONE Inv IN-a712.75 RIM E4v, - 1719.e1 Sto.b1470.61 0.00) - -- - -- - - b,IN 4700.43 RIM a«. 4713.66 Inv.WT a71253 Inv-OUT- 4709.23 Inv.IN 4103.1 AO J [.. NO ORE RINK Inv.WT.4702.93 'V OFERGUSON AVENUE PLAN VIEW — ROAD AND SEWER FS—ALIGNMENT, Sta. 23+50.00 — 35+50.00 a 7 SCALE: 1'- 50' D 3 0 m p0 1 og b�$ I Xo+ F a: NO IL WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY, + NOTE REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS p Q-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Sid,DETAIL No.09810-1. FOR ACTUAL LOCATION,DEPTH,ETC. - CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE ❑2-INSTALL CROSS WALKS AS PER C.O.B-Sid-DETAIL No.02581-1 W/W11-2 AND W16-7P SIGNAGE. PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 03-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Sid.DETAIL No.01519-2. -INSTALL ACCESSIBILITY RAMP AS PER ALL STANDARD SPECIFICATIONS,STANDARD DRAWING N0.02529-8 AT ALL INTERSECTIONS. []-INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Sid.DETAIL No.09810-4. -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. ❑5-INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Sid.DETAIL No.02529-7A. 1736 - - - 6`ta. 23+50.W-35+W LXJ - -- --- - CONSTRUCT 12'ALL WEATHER ACCESS i RDAD AS PFR CR055 SECTION DETAIL 8,PG A. _ .TYPE A 117 H BA TIT[ 17 4730 ^' O .�E O 4725 z 1-4 + - z aco n � _ 4720 - - cc O p'4 D •1 e9 A O d _ dog 4715 } DEPTH 10.58' 41 L F. 8'•SDR35 P 4710 VC PIPE DEPTH w 10.73' L-� V l w w Fi e�•S0R35 PVC Pi C `4705 w � azwaa � 400 03 L F H 4700 ( ) w ¢ Q e'•SDR3 V s P PIPEE-I IZI ' •o �8o a i E- z W�yy 4695 3� i F Gov oQv �. ci 1,0 It m e c7 yNF� pry I+" q*g� �_H . . O W s 3a� 7II / DA]VX 67e. a`I�ir 515 i yr 5� °$s>I II - �,/ Q {•3q a`n&5E� _.lQDIO 00- V 1 �1 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 ~) ROJECT: 03-568 OFERGUSON AVENUE PROFILE VIEW — ROAD AND SEWER WDRAWING 03-MB PHASE II AB FS—ALIGNMENT, Sta. 23+50.00 — 35+50.00 TAB: PG13(FS) SCALE: HORIZONTAL: 1'-50' 88 VERTICAL: I'.5' AVER: 03-5 PROFILE SOUR 1�1[SHEET: 13 OF 42 I 96.00 lF EXISTING 44 8'a SDRJS PVC PIPE aop. 46'Db.N N p2 y� 40QOJ tr 8'• SIT.2+90.58(0.00) RIM Elw. -�699.9P 4690.11 Q PVC PPE 12'ALL WEATHER ACCESS ROAD Inv.IN-4999-4i 46BB.4S W [uA CHUNE Sta.1+ .w, Gt r.W7-♦666i9.1 4669H25 - - -------------------- -------------- ---LL'BUL SU IL'1LL�1dLlSrLYMl'1V __ n -- --- ,�.�----- ---------------- ------- --._ -- -'--._.-yerm- _.----- -HIN40---------4e+ae ------------------ - - - NECKED BY: OF INSTALL NF.W 'Dio. N C -_. - -. -. -.4l+ee _--___.___- ,..• .,�� RAINING DATE: DUNE 30.2006 Prop. 16'Ob.Y.H. /04 _------Z RE'J'SION DATE' Sept.13.2DO6 Sla-SS+70-61(O.w) Prop.48-Din.N.H.603 319.99 lR 8'RI4 EI4r.-<7M9:69 707.47 Sto.39+70.61 (0.00) SOR35 PVC PIPE . l aIH-�697Ai 7.63 RNI EIw.-470367 Prop.48'Dla.N.H./01WT-KW.7i 4687.68 Inv.IN-4692.73 Slo.45+12.55(0-00)InvOUT-469253 RIM Elw - 4696.60 466B46 468637 Er.46'Db.N.H.p0(AWED FG-11) C PAVE►E,NT BEOtNS Inv.WT- 4666.17 St..46N0.82(0.13 R) 4, INSTALL NEW 48'Dio.MANHOLE RIN Elev. - 4698.86 W CONNECT TO EXISTING SEWER Inr-IN 44586.43 �1 MAIN$TUB. EXPLORATORY CONNECT TO E7051WG SEWER MAIN STUB. yy EXCAVATION REWIRED. EXPLORATORY EXCAVATION REQUIRED. w�4'oo I. V o�� OFERGUSON AVENUE PLAN VIEW - ROAD AND SEWER 1�1_ °� � FS-ALIGNMENT, Sta. 35+50.00 - END 1 }SALI 3 mm 0 $o �m^ o: N4IE NO -WATER MAIN u SHOWN FOR REFERENCE PURPOSES ONLY. L 8,1-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.0. Std DE IAIL No.09810 1 REFER TO TO WATER MAIN PUN AND PROFILE DRAWINGS FOR ACTUAL LOCATION,DEPTH,ETC. ❑2-INSTALL GROSS WALKS AS PER C.O.B.Std.DETAIL No.02581-1 W/W11-2 AND W16-7P SIGNAGE. -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE ON ❑J-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std.DETAIL No.0252D-2. -IPROVISI S TO ACCOMMODATE CROSSING CONFLICTS. NSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIONS, ©-INSTALL NEW STREET IDENTFICATION AS PER C.O.B.Std.DETAIL No.09610-4 STANDARD DRAWING NO 02529-8 AT ALL INTERSECTIONS. - ©-INSTALL BOULEVARD ALLEY APPROACH AS PER Y.P.W.$t0.DETAIL No.02529-7A. PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. PHASE A OEPROVIKKUM 47i5 s1a s5+5D.w-45+'t2.55 CONSTRUCT 12'ALL WEATHER ACCESS Sto.45+22.55- 46+10.82 EC 8 4.ROAD AS PER CROSS SECTION DETAIL ,PG TINE A 1RENCH BACKFlLL REWIRED. - TYPE A TRENCH BACKFILL REQUIRED., C9 aal z 47w co MM Q P., o DEPTH 11.14' EXISTING GROUND ' tzwo; ~t Q IT Q ►-. z ra 400. LF DEPTH 11.49' II - C9 > F-•-i +, 4695 + ._ 6s•SW35 co DEPTH. 12,4;+'I I ►�4 r� Fi 4690 - - -- 6'A +35 PVC PIPE 7j1.97 L.F. I I w u u Z W W z� 8'e SO235 PVC PIPE - -98.00 L.F. - FXISTIN SDR 5 P PIR 4685 Q F-t ►`r+ A > O z<� U W d z n a< o Hj- of � 4675 - - - - - _ o zz V1 I w o gyp ; 3V1�� ? E- m+y�z��rr _ aUwLi O477JY M., 4In `=� Is tni=� vl&ESE 6VICS� Nh ,n5 1-�I b-- 7D.,5D V1 _ HN 35+50 36.00 36,50 i7100 37150 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+10 43+00 43+50 44400 44+50 45+00 45+50 46+00 1-t 01 588 OFERGUSON AVENUE PROFILE VIEW - ROAD AND SEWER L`rJ1^�l RAWNG 03-W PHASE II AH FS-ALIGNMENT, Sta. 35+50.00 - END J TAB PC14(FS) SCALE: HORIZONTAL: 1'- 50' VERTICAL: 1'-S. }� AVER: 03-588 PROFILE SWR aSHEET: 14 OF 42 J x AJ I I St9. 13+28.07(2.99 L) I � I 15'STORM DRAIN CROSSING 1 MAINTAIN Yh.18'VERTCCAf+ SEPARATION. • r'VARIABLE Prop.48 Dio.Y.M.440 I I 1 I J31 Min-) Sto.I1+D8.95(5.50 R) I - RIM Q -4742.17 I I 2126 LF 6'4 SDR35 PVC POE I � 0p' Inv.WT-4742.19 I I ]98.73 LF •SDR35 PVC%PE NINSTALL RJ-S(RIGHT) IIFEGULA iORY SIGN ii ~ .:ice MATCHUNESI. 80.00PG13. -S Z- K - 117 -S D BY DF 4� 8"S. PAWING DATE JU E 30 2006 ZI (t NINSTALL R3-5(RIGHTREGULATORY SIGN« » :t• N VIEW tl'nvON DATE. SPI 13,2006 EKiflh 18'Da.M.H GASTON 99-818 .Y.H. 25 Sta 14+15-63(5.50 L) Pr {e-Ob.Y.H. 26 10940 LF 8'•SOR]5 PVC%PERVICE O 15+84.5560ar R/W 9 H( ) 6'STORM DRAIN CROSSING.5ta.13f19.B5(I.JS R) 70(5.50 R) Sio. 17+39.42(5.50 R)MATCHUNE St..1+56.25(FS) ♦J49.4L 47 82 MAINTAIN Min.18'VERTICAL SEPARATION. RIM Elev. -475J.88205.23 LF 8'f SDR35 PVC PIPE Ex.RIM Elev.-4749.13 42+25 Inv.IN-4715.44PropRIM Elev.-4750,15 4712.05 SEWER SERVICE(T Inv.OUT-4715.24 z Ex.Inv IN-4741.87(8-EAST) I I C Ex.Inv.IN-4741.86(8'SOUTH) 6*WATER MAN b. Prop.Inv.N- 4741.94 Sta.18+05.31(5.50 R) Inv.OUT- {741.74 8'wA TEF MAW CROSSING. MAINTAIN 18'VERTICAL SEPARATION. REMOVE EXISTING STUB AND RE-CORE CHANNEL FOR NEW ALIGNMENT, 8'WATER MAIN \O p- PROVIDE FLEXIBLE WATERTIGHT JOINT WITHIN 1.0 LF OF MANHOLE. \ T.O.P.ELLY-4745,84 �am ADJUST MANHOLE RIM TO FINISH GRADE WITH ADJUSTING RINGS. -r \ X 2•S' 4C I SERVICE OJADE AVENUE PLAN VIEW - ROAD AND SEWER \Y \ �OF�J 8'SS MAWaPVCELEV-4745.40JA-ALIGNMENT, Sta. 9+50.00 - END TOP ELEv-S MAIN /?SCALE' 1' = 50' PROFILE NEWSEWER SERVICE O 16+34.55 JADE AVENUE SEWER MNN(Sto.0.00.00-END) JADE AVENUE SEWER MAW(Sto.0+DO.00-END) - -- AN N SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE NSTALLED of SUMMARY OF SDR35 P.Y.C.SEWER SERVICES TO BE INSTALLED INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Sid.DETAIL No.09810-1. STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE E VATION STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE ELEVATIONFl G INSTALL CROSS WALKS A$PER C.O.B.Sld.DETAIL No.02581-1 W/W11-2 AND W18-7P SICNAGE. 9r 5398 (5.50 R) WATER MAIN CROSSING 11.00'L 43.50'L 15+20. 55 (5.50 R) WATER MAIN CROSSING 11.00'l 43.50 L 4715.11 -WATER MAIN SHOWN FOR REFERENCE PURPOb❑3- INSTALLCONCFLEIEVALIEY GUTTER A$PER C.O.B.Std.DETNL No.02529-2. 10+09 77 REFER TO WATER MAIN PLAN AND PROFILETHIS (5.50 R) !'SEWER SERVICE 32.50'R 15440.35 (5-50 R) 4'SEWER SERVICC 32.50'R 47µ.50 FOR ACTUAL LOCATION,DEPTH,ETC. 00 ❑4-INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Sid.DETAIL No 09910-4, NOT - CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE 5- INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Std.DETAIL No.02529-7A. 10+13.96 (5.50 R) WATER MAIN CROSSING 11.00'L 13.50 L S1Rt1C I5+84.55 (5.50 R) 43.50'L 1745.82 PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS WATER 4AIN CROSSING 11.00'L 10+73.96 (5.50 R) WATER MAIN CROSSING 11.00•L 4550'L Pt1ASE 16+34,55 (550 R) {3.50'L -INSTALL ACCESSIBIUTY RAMP AS PER MPW STANDARD SPECIFICATIONS, WATER MAIN CROSSING 11,00'L 4745.49 STANDARD DRAWING N0.07570-8 AT ALL INTERSECTIONS. 11+03.95 (5.50 R) 4'SEWER SERVICE 32.50'R 16+39,55 (5.50 R) i SEWER SERVICE 32.50'R 4745.18 -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. 13+J9.60 (5.50 R) 4'SEVER SERVICE }2.50'R 4]43,87 16+84.55 (5,50 R) WATER MNN CROSSING 11.00'L 43,50 L 4746.18 SPECIAL WWI R SERVICE INSTALLATION BECAUSE OF WATER MAIN CONFLICT5: -SEE*AS CONSTRUCTED' -StW MAIN 55.CONTINUE a5'ANGLE OFT O CLEAR T 1.O W ER AI 14.73.53 (5.50 R) 4'SEVER SERVICE 32.50'R 4]µ,08 17+01.12 (5.50 R) !'$EWER SERVICE J2.50'R {745.67 SEWER MAIN. PROCEED AT J.'PER FOOT TO CLEAR TOP 3 WATER MAIN. DETAILS ABOVE 17♦34.47 (5.50 R) WATER VAIN CROSSING 11.00'L 43.50'L 474A54 _St. SEWER M34.55.CONTINUE 45'ANGLE OFF OF WYE FOR 1.03 L.F OFT OF UNDER $EWER MAIN. PROCEED AT Y,'PER FOOT TO CLEAR TOP OF WATER MAIN.-CROSSES WATER MAIN NOT THIS CONTRACT PHASE 13 IMPROVEMENTS St.12+68.92 - 12+96.55 Sto-13+43,56-13+7119 INSTALL FORCE TURN BARRIER INSTALL FORCE TURN BARRIER pp SEE DETAIL,PG42- SEE DETAIL,PG42. 0 h G Sta. 12+70.06- I}+20.06 St.- 13+20.06-13+70.06 Sla. 17160.91 - 18+1U.91 4765 z ROADWAY INTERSECTION-TRANSITION ROADWAY INTERSECTION TRANSITION - Sto. -0+10.Q0' T14 po T OADWAY IN RSEG.CO TRANSITION SEE DETAIL,PG42. SEE DETAIL PG42. CONSTRUCT A$PER A'/ SEE ETNE,PG12. �« CROSS SECTION DETAIL 1.PGO4. - TYPE A.TRENCH-BACKI l L R Guam HIGH PgNY EIIv. 475P. -LOW POINT El-.= 4749.60 N (rl�y (pq: RICH I'ONI St9. + 11+qS. EOW PAINT Slo.=14+15.6J ^ L,j1IHBm.Ba PVI$lR - 14+33.02 TT] 4760 m V - - _ i Z h a PIA Flay.s 4751.181 PVT Elev. -4749.J4 �+ 1 y1 A.D. _ -1.)S AD.- 2.30 p u, K-57A4 I 4 I K-4S48 ' I I - S ar 100. VC IDO.O' _ I .._ o d' x SOH RI ry N m e g h q EXISTING GROUND O W 4755 A* N�y Z UEPTH 8.6!' P4 W 47M co It F N19 ADF-- II 640 C � O �dj FPTN- 7.98' OLPM- 8{I D II - -•- _ 109450E `-VE > �4 Q 0 1�r 4748 - U'nl - IsU I I 398.73 SUR35 PYC PIPE F••••1 II Q d SDR35 PVC PIPE Tar�5i V PIPE 21,26 L.F.4740 Grad#O 050. 0%SLOPE ' 8'f SUN35 PVC PE 41130 w Paz > w ill ,' N 4730 n � ' � p, w _ ly 3 T \ W Q QI Uor 4746 �°1•vq'�.}. xx�xi x�TcW zm �� n��W _ ]�Y1�V0 oa�T'JI. i O ry vI I'9 ;zxW<iorNga oonn;zoz on�p;♦; 5a V) _ b'o F �+ DAfT7V AIfX Dina�? wv17a`wM'�d=`ot!i3i vt'_ni a`Vrrc5S3 r�ilms`3'i a`vl �_£ nmm �? U 1--I I7A17.AD x� yr ♦r f� aY r+ y+ 9+50 10+00 10+50 11+00 11+50 12+00 12.5" 13+0i1 13+50 14+00 14+50 15+00 15+50 16+00 16+50 I7t 00 17+50 1B+DO �1 OPROJECT: 03-558 JADE AVENUE PROFILE VIEW - ROAD AND SEWER W HAWING: 03-588 PHASE II AB JA-ALIGNMENT, Sta. 9+50.00 - END TAB PG16(JA) SCALE: HORIZONTAL I'-50• VERTICAL: I. -5' LAYER: 03-588 PROFILE SWR �"F"I SHEET: 16 OF 42 Ste.6+73.73(20.43 L) 5•4 E.bWg 48"Ole.Y.H./5(GASTON 99-615) 15'STORM DRAIN CROSSING. /'4'Ste.6+65.73(22,97 L) MAINTAIN Min.6'VERTICAL SEPARATION. NEW MATCHUNE Ste.4460.62(FS) j 1. E. RIM Elm.-4745,12 Sta.7+13.44 7.8 Prap--RIM Elm--4746.51 �-(� ( 2 L) Y Ea.Inv.IN 4738.19(8'EAST) �� 12'STORM DRAIN CROSSING. FITTING MAINTAIN Min.6'VERTICAL SEPARATION. I I E.,Inr.IN-4738.27(8'SOUTH) _ _ - END OF SVC Porp.I-IN-4738.11 �.(' 4-PVC 6'WATER ELEV-4743,34 Inv.WT- 4737.97 Sla. 7+20.79(5.50 LJ Sta.9+46- SS PAIN PAIN REMOVE EXISTING STUB AND RE• CHANNEL FOR NEW N.IGIA"T. '' 1 8'WATER MAIN,50 L)IGI CROSSING. ACTUAL END PROVIDE FLEXIBLE WATERTI TI !T WTNNI 1.0 LF OF MANHOLE. OF SERVICE 12.5'---31'- ABLF I MAINTAIN Min. 8'I VER L SEPARATIW. W A T A ( 00' ADJUST MANHOLE RIY TO GRADE YAM ADJUSTING RINGS. PROFILE VIEW INsrALL R-s SEWER SERVICE O 10+15.90 REGULATORY SIpI I' I w «- M �-.{{.., R BY: 'C p 1 7 1 I r w i rrtt E ED Y: OF )Hell y .. `.� - __ -� - ( /� - B•rW .J_ - - 1 + ( ) RAW1NG DATE: JUNE 30.2006 H ��"' V- 6.9► MM 1»p N r, I u Sto. 11+9{.73 5.50 R 8-S - - 8„5Inr. = 4742.08 INSTALL 8'CAP. DATE:-. � REVISION Sept. 13 2006 INSTALL R}-5(RMT) 44 A 1} Ste 11+51 05(5.50 R) Prop.IB'Go.Y H.Nd, 31.00 ..'Prep.IB'Dro MITI. /Z3 8'WATER MAIN DEVIATION CROSSING. St..0+06.19(S.SO R) I'ii Y.H. 7 30.00' I REWUTOIRY SIGN Sta.7+55.46 R) .18'DW.Y. ./24 MAINTAIN 11'VERTICAL SEPARATION, . Prop.48'Go N Pln.4K Oln Y3L/30, [ MATCHLINE$lo.9+91.98.AD' � 60.00'R/W I WM Elm. -474i4i 47 7.26 327.74 LF • 10+83.19( 50 R) , RIM Elm.-4743.34 209.71 if 8'• Ste.2+15.90(5.50 R) S 4}lAN{1( R) 5UR3S PVC�PtPE 4j Mv.W-4739. RIM Elm.- N 85 E� Inr.M-4737.10 >DR66 PVC PPE RIM E14v.-1741.J9 Etll..17 I 4 2} Inr.IN-4737.40 Inr.M-4738.44 209.71 if 8'• I1W OUT.17 .29 I Mv.OUT-47 OS Mr.IN-4741.42 .�. Mv.WT-4738.N SDRJS PVC PPE I I Inr.OUT- 4741+22 Inv.OUT-1737.20 I I 94.14 LF a•I I I C O�- I I I SOR3S PVC PPE I t09.R '� SEINER SERVICE(T I I{.. IF i' I I SDR35 PVC PIPE 1 f. e4yn'o _cnAL�YrER crRVICF 'V Z -Ste.6+65.95,CONTINUE 45'ANGLE OFF OF WYE FOR Fi OF U o<o SEWER MAIN. PROCEED AT h'PER FOOT TO CLEAR T F WATER MAIN. 143 \ "� -Sta.9+40.06,CONTINUE 15'SINGLE OFF OF WYE FOR O�r O MOONSTONE DRIVE PLAN VIEW - ROAD AND SEWER SrWER MAIN PROCEED AT A'PER FOOT TO CLEAR I WATER MAIN. 4.0 MD-ALIGNMENT, Sta. -0+30.21 - END -Ste.ION 5.90.CONTINUE 45' PER OFF OF CWYELEAR FOR a 19 r,4 " SEWER MAIN, PROCEED AI K'PER FOpT i0 CLEAR TO WATER MAN. V�+P. ► SCALE: 1'= 50' j MOONSTONE DRIVE SEWER MAIN(St.4+21.00-END) NOSE m e MOONSTONE DRIVE SEWER MAIN Ste.0+0000-2+10.00) MOONSTONE DRIVE SEWER MAIN(Sta.2+10.00-4+21.00) SUMMARY OF SOR35 P.V.C.SEWER SERVICES TO BE INSTALLED -WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. ( END l>i REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS I SUMMARY OF SDR35 P.V.C.SEINER SERVICES TO BE INSTALLED SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED STATION C/L OFFSET DESCRIPTION LINEAL FOOTAGE Svc FOR ACTUAL LOCATION,DEPTH,ETC. e -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. Axa$o STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION C/l OFFSET DESCRIPTION LINEAL FOOTAGE 8+64.77 (5.50 R) 4'SEWER SERVICE 32.50'R 4740.67 0 - INSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIONS, 0+41.65 (5.50 R) (WATER M CROSSING 11.00'L 43.50 L 2+4A67 (5.50 R) 4'$EWER SERVICE 32.50'R 8+55.95 (5.50 R) (WATER AIN CROSSING 11. 'L 43.50 L 4711.96 STANDARD DRAWING N0.02529-e AT ALL INTERSECTIONS. zo PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. 0+48.78 (5.50 R) 4'SEWER SERVICE 32.50'R 2+92.61 (5.50 R) WATER MAIN CROSSING 11. 43.50'L 9+2605 (5,50 R) 4'SEWER SERVICE 32.50'R 4741.44 1+02.61 (5.50 R) WATER MARL CROSSING 1107 - .00' 43'50*L NOT 3+16.14 (5.50 R) 4'SEWER SERVICE 32.50'R 0+45 844agG (5.50 R) 43.50'L 474193 NOTE u WATER MAN CROSSING 11.00'L NCONSTRUCTED 1+20.87 (5.50 R) 4'SEWER SERVICE 32.50'R 3+42.61 (5.50 R) 4 SEWN SE 43.50'L 9+78.05 (5.50 R 4'SEWER SERVICE 32.50'R 474190 O- INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.09810-1, THIS PHASE �� WA YAM CROSSING 1i. ) Q2-INSTALL GROSS WALKS AS PER C.O.B.Sto.DETAIL No.02581-1 W/WIl-2 AND W16-7P SIGNAGE. 1+5261 (5.50 R) WATER MAN CROSSING 11.00'L 43.50'L 3+08.14 (5.50 R) 4-SEWER SERVICE 32.50'R 10+15.90 (5.50 R) WATER MAIN CROSSING 11.00'L 43.50'L 4743.34 Q-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Ste.DETAIL No.02529-2. 1+80.67 (5.50 R) 4'SEWER SERVICE 32.50'R 4+16.14 (5.50 R) 4'SEWER SEANCE 32.50'R 10+28.05 (5,50 R) 4'SEWER SERVICE 32.50'R 4742.46 INSTALL NEW STREET IDENTFICATION AS PER C.O.B.St(L DETAIL Na,09810-4. 2+02.61 (5.50 R) 43,50'L 4+20.61 (5.50 R) WATER MAN CROSSING 11.00'L 43.50'L 10+78.19 (5.50 R) 4'SEWER SERVICE 32.S0'R .142.23 ©- INSTALL BOULEVARD ALLEY APPROACH AS PER N.P.W.Std.DETAIL No.02529-7A, WATER MAIN CROSSING 11.40'L NOT THIS CONTRACT PRASE 11 o(MVEN30M Sle.6+IC22-6+41.65 Ste.6+88.86- 7+16.48 INSTALL FORCE TURN B INSTALL FORCE TURN BARRIER SEE DETAIL•P042. SEE DETAIL,PG42. II Sta.0+00.00- 0+50.00 Sta.3+87.64-4+37.64 St..4+37.64- 4+87.64 4165 - ----r ROADWAY INTERSECTION TRANSITION Sta.0+00.00- 11+56.64 ROADWAY INTERSECTION TRAN$I ROADWAY NTERSECTION TRANSITION - - - --- - -- - I SEE DETAIL.PG41. CONSTRUCT AS PER ROADWAY SEE DETAIL PG42. SEE DETAIL.PG42. -- CROSS SECTION DETAIL 1,PC04. �,V O 554 EI =49784TYPEA TNCN BACKFILL REOLIIRED.. g t z PM J0 A 0.40 PVT De, 4746.4780AD 005 K 4GGIY51 - - ^l ' I K-1513.14 pOp, VC 75.00'.VC - M 2�V a = p W 1$0° m I=a z x p' U j� > w w _ _ - - o o�m - To 1co .N _ _ - . . . . . 0.9 < cn 41 iIH - ---- } -1 1-1-- _ FI > x ,4 + z �t71 - O.SD'A' - �1..-. _ . - - - DEP IH 8,13' 1� - - 11 4 N� o EXISTING(FOUND 1^ -- t EP TH-8.51 II Of H-8.1,J O - Lit DEPTH-6,14' ULP I11 6.t'i I I _327.74 LF. - - - 8"p SUR35 PVC PIPE �A1 T�/•t ~) ►+q Hy ,Cj 4740 I 201T/l L.F. _ If v, F-•-4 �i 70R.71 L.F. _ - _ ..I I. 9414 t B'4 SDR35 PVC PIPE _'•,SDJ?4!-YC PIPS- 1 �j r/•� /� N `/F-t ro -1 _ - 8'4 SDR35 B'a SDR35 PVC cn I q x A �o � o zz q W F o- om a rc Ng vo C oP sry$+i°i c�•,�ip`i•-� 'Z IDS„ e�4�y li, S'S' �oL' �� sR s 8°' ^±= o CFi1 O i y y 7 O N M 2. Uri 'rU 10 •� A�II L C) O' �r o� tr iy s �Ypc E�3< � os# .-=£>>�F ';z ^.� UATUII W. -' u�nrc5a{YSWo in�z �ic' 47P0 OO �i �+ rf.Y �3 ±Y + r'.S � �v 9 5 ♦ � �� rf :f .f W :� . R $v r'R Qi ff '�♦ f♦ ff ff ff <f <♦ f -♦ �f ff + r of �f F-1 0+00 0+50 1+00 1+50 2+00 2+50 3+r,n 3.50 4+r<l 4.5l S.nn •,.Sn 6.00 8+00 8+50 9+00 9+50 10+00 10+50 1'..00 11,50 ,r.;.,ACT: 03-588 OMOONSTONE DRIVE PROFILE VIEW - ROAD AND SEWER W RAISING: 03-588 PHASE 11 AB MD-ALIGNMENT, Sta. -0+30.21 - END cn TAB: PG17(MD) SCALE: HORIZONTAL 1'- 50' VERTICAL: I. -5' LAYER: 03-588 PROFILE SWR I.I..(SHEET: 17 OF 42 I I I sta.1J+76.4b(11.25 R) IMIm11 nl'7 �AIN, I I INSTALL-NO PARKING 1 ANYTIME•SIGN(R7-1) Sto.9+80.76(11.25 R) St..12+30,76(11.25 R) I I Sto.14+25.00(11.25 R) Sta.15+75.D5(11.25 R) Sta.17+64.95(11.25 R) St.,19+64.16(11.25 R) STALL-NO PARKING INSTALL-NO PARKING I I I INSTALL-NO PARKING INSTALL-NO PARING INSTALL-NO PARKING MSTALL-LER TURN ONLY ANYTIME-SIGN(R7-1) ANYTIME•SIGN(R7-1) I ANYTIME-SIGN(R7-1) ANYTIME-SIGN(R7-1) AN SIGN(R7-1) MA HONE Stu.9+50+00,PG1& �■ I I SICK R3-5) lOMO ta00 10.00 13+a9 H00 16+00 t).00 1e.00 14+00 70+00 A~AL PANNC W a- AIER MNN ,1,1 --_�'---emu.+-- - ---- - -- -- - - --- ttz --- A BY: cc ��---------- ---- --- OAR .STRQT 04 ti'TxAlly �~ - T CKEO BY: DP Sta. 9+E(4a.75R) Sto 1J+7646 48.75 R lo.15+75.95(48.75 R to 17+64.95(4e.75 R) Sto.19+64.46(Ie.75 R) AMNC DATE: DUNE 30,2006 INSTALL 32.00' ) NINSTALL-NO PARKING ' " ', INSTALL•NO PARKING STA -NO PARKKITNG - C ANYTIME•SIGN(R7-1ANYTIM ) ��" ANYTIME•SIGN(F7-1) ANYTIME-SIGN(RY-1) AN E Slpl(R7-1) q to.19+35.22(JO.00R ) NSION OATS: Spt.1J.2006 ARCP (JO.00F) 60.00'R/w ' J'� CULVERT5.84' OR- la.12430.76(48.75 F) I I'CROSSING. INSTALL-NO PARKING ANYTIME-SIGN(R7-1) _ i +sI67,(4e.7s R) -I W NSTALL-NO PARKING , � � ANYTIME SIGN(R7-1) C OAK STREET PLAN VIEW - ROAD AND SEWER Sta. 10+00.00 - END y SCALE: 1" 50' V y FICNOTE �W TER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. INSTALL NEW STOP SIGN AND STREET IDENTIATION AS PER C.O.B.Std.DETAIL No.09810-1. REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS $o 02-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.02581-1 W/W11-2 AND W16-7P SIGNAGE. FOR ACTUAL LOCATION,DEPTH,ETC. SERVICE !l1555 �4, CONTRACTOR TO PROVIDE FEWER AND WATER SERVICE ❑3- INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std,DETAIL No.02529-2, PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. INSTALL ACCESSIBILITY RAMP AS PER MPW STANDARD SPECIFICATIONS, tZop 8 04-INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.09810-4. STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS. ❑5-INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Std.DETAIL No, 02529-7A. - PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. F 8 NOT THIS CONTRACT - PHASE 11 OWROVEHRN79 4745 Sta 10. W 19.80.89 ROADWAY - PM S. . yrY+DO g !�0. TYP OAS RENCHB�CfLL RLIQUIRED, KOU 052.OB I I'-_ _T00.00'11 - io IVC PVI FLEV= ,7 N ��H 13 A.D. 2.54ttl - 4740 a 1 A.D..Dr p AU. --1.92 $ n $ o PV1 ELEV= 17J0. - - pt f 11 flew -41 3.68 � m CQ 100.00'8{� pI F,6 t PVl Sta. 16+4fi.86 g' n $, ,�,1 PN STA 18a99.15 8 w a RgllOW POINT STA-18+99,10 I n n „t I/ICH PONTpgT Sto, -16a 30.72 v o : + n + $ (A LOW POINT FAEW-17J0.80 $ m e o N + HIGH POINT Flev - 4733,47 4735 z j - .yl t + ____ d _ _ _ I� m W W r d m m. _ ly. I" +e{{�� ^ ►-4 _ + Z a W 4730 - - - -'- -- �- - - - W O EXISTINC GROUND O Qi d 0 d 47u - - ----- -- - -- - - -..--- 1--1 ,-� O F-I + z 4720 4715 _ - _ _ _ _ _ - - E. N W v�, ax, za rHl W � H �^4710 pI aO 4706 z 4rLw El- ♦700,00 10+00 10+50 11+00 11.50 12+00 12.50 u•rNl I}.50 ..n(I 4.50 `,.Up 15.50 +FcM_1 '.F,."d� 11-11 17.50 18♦00 18a50 19+00 19+50 20+00 �`� o.Ecr: oJ-sea Q OAK STREET PROFILE VIEW - ROAD AND SEWER f+y AMNG: 03-See PHASE II AD OS-ALIGNMENT, Sta. 10+00.00 - END CIO TAB: PG19(OS) SCALE- HORIZONTAL- 1-_5U� VERTICAL: 1-- 5' ''1T� YER: 03-5e8 PROFLE ^ SOUR T: 19 OF 42 U� I I I I I I I -..EEa 7+76 I I IBC QEV.QJ0.M 47.82 LF.ENOSIIW I I 21'I SOR3S PVC PPE I I I 1 St.6+12.10 RATI R) � I Ste.9+O2.N &83 R ..J VAM SEAVTFE T 10'WATER CROSSING, MAINT LIY�IB•VERTICAL SEPARATION. 12•S10RM DRAM ) (200' I1J T I �1 I 12. WA N A N I 211.58 LF.E%ISnNG - I I _ _ _ M M M M " M l4 M M e SOR35 PVC PIPE L I I M M M WN BY cc - -- •' - --� -7+0o x•T •Q•+ Ipr�_ rr+W -_ _ +i+W _ AWING OATS: JUNE 30.2D05 ^ 1p�-Z - - $-S s ->= a = s �Z1 S- ZI S Z - I S= ~ EN90N DATE: Soot.13.2006 a Z i o _ S _ _ 1f5000E PG122. _ l _ V •... .• w . w E Minq 80'DW.Y.H./3.6(MAIM) 31.00 283.94 LF.E)aSTING E.MUnp 60•Mct M.H /7(GASTON 99 618) Slo.8+71.5.(5.53 R) 285.15 LF E10STING 6• �,L�j 268-01 LF 8'• 3q.t) SOR35 PVC PIPE 60.00 R 21'•SDR3b PVC PIPE Ste.t+11+2(8.23 R) E..RNA Rev.-4737.75 21'a SDR35 PVC PIPE y MArca9-NNE sln-it+os.ss(Fs) - .�, Prop.RIM EJ.r.-473B.oe Prop.48•Dio.M.II 032 EMIT"60•Dlo.M.H.P4(M&M) E mtl g 60'Die.M.H./.T.7(M&M) E..RIM Eiev.-`737.26 E.I..IN.4732.90(8'NORTH) W[�� 1 .RIM D.Y. 56 E..Inv.IN-4732.82 8'SOU1H DIa M.N. 5(M&M)Pr Y31. � 60'46'Dla �l t>0 Prap ( ) EldntYq /1 ( ) Ste.2f 72.19 5. R SAa.3+IS21 6.S�R Sto.6+1 16 5.23 R '7 bo II sta.a+06.n So a _ )) � E. r.W- 4733.48(e•sounN) E.br.IN-473z.z3(21•wEST) Sta 11+56.70(5.55 R) �oN ( ) PoY E U 4 1.24 Ea PoY EMv.-4Y�O.11 Ea PoM E 47J6.93 4"` MATCHI.NIE Sla 2+98.94 AD Yy�J Inr.IN.l7J2.32 21'WES ^' Mr.OUT.47J2.15 E%.RA Ehv.-4740.110 MH 18 - Inv.OUT-/731.24 PropPvc .PoN ENv.-K740.07 Prop.RIM ./7J9.JB Efl. ( n _1111 _ RIM Et..-1735.26 I E. Inv.IN-17�88(8'NORTH) Ea.Mr.IN-4733.2 (8•NORTH) I� Inv.OUT-/7J220 I' ADJUST MAHMOIE RIM TO FINISH Prop.RIM El- -4740.47 oQi a q Inr.W-1726.72 I ADJUST MANHOLE RIM TO FNISH '� GRADE WITH NEW BARREL SECTION E..Inv.IN-4733.57(8•NORTH) ( y m S E..Inv.IN-173f.31(15'SOUTH) E..Inv.IN-47332a(a'SOUTH) Sta 7+75 E..Inv.IN-4733.44 5•SOUTH Inv.OUT-4726.52 GRADE W1T/i NEW BARREL SECTION AND ADJUSTING RINGS. ) a W E..Inv.IN-4733.93(8'WEST) E..Inv.IN-4732.65(21'WEST) AND ADJUSTING RINGS „c Inv.OUT-4732,95 Inv.OUT-4732.43 _. TBC ELEV-47S&4S E. Inv.IN-1731.76(21'WEST) I (, ADJUST MANHOLE PoN TO FINISH ADJUST MANHOLE PoY TO FINISH Ste.643211,(6.12 R) Inv.OUT-473L83 GRADE WITH ADJUSTING RINGS. GRADE WITH NEW BARREL SECTION I1'STORM DRAW CROSSING. ADJUST MANHOLE RIM TO FINISH AND ADJUSTING RINGS GRADE WITH ADJUSTING PoMGS O 8+ In RENOVA LANE PLAN VIEW - ROAD AND SEWER St.e+31.7z O RL-ALIGNMENT, Sta. -0+30.23 - 12+50.00 12'HOPE uTILJTY CULVERT WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. SCALE: I'-50' REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS CROSSING 21'SEVER MAIN RENOVA LANE SEWER MAIN(Sta.5+50.00-END) FOR ACTUAL LOCATION,DEPTH,ETC. AND 12'PVC STORM DRAIN I -CONTRACTOR TO PROVIDE SEWER AND WATER SERVILE PIPE $ RENOVA LANE SEWER VAIN(Sta.0+00.00-2+65.00) RENOVA LANE SEVER YAW(St.1+63.00-3+90.00) SUMMARY OF SOR35 P.V.C-SEWER SERVICES TO BE INSTALLED DO OF PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. V w d SVC -INSTALL ACCESSIWTY RAMP AS PER MPW STANDARD SPECIFICATIONS, 11$ SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED SUMMARY OF SDR35 P.V.C.SEWER SERVICES TO BE INSTALLED STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE ELEVATION STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS. V c g STATION CA OFFSET DESCRIPTION LNIEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE 6+23.71 (5,50 R) 4'SEWER SERVICE 32.50'R NOT CONSTRUCTED -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. 0+/0.51 (S.SO R) 43.50'L 2+67.19 (5.50 R) 4•SEWER SERVICE 32.50•R 6+24.57 (5.5G R) 43.50'L THIS PHASE SO FOOft(6.a)SIDEWALK STATIONING WATER MAIN CROSSING 12.50' WRIER 4AIN CROSSING 12.50'L -RENOVA LANE(RL)Sle.8+24.20- 14+81.93,RIGHT 0+49.90 (S.SO R) 4'SEWER SERVICE 32.50'R 3+97.53 (5.50 R) 4'SEWER SERVICE 32.50'R 10+89.83 (5.50 R) WATER MAIN CROSSING 1 .50'L 43.50'L 4734.46 1+12.25 (5.50 R) WATER MAIN OSUNG 12.50-L 43.50'L 3+98.98 (5.50 R) WATER MAIN CROS LNG 12.50'L u•� L 11+64.83 (5.50 R) WATER MAIN CROSSING 12.50'L �'� L 4734.50 L1. 1+4&18 (5.50 R) 4'SEWER SERVICE 32.50'R 4+48.95 5.50 R) 43.50'L � � 12+29.53 (5.50 R) WEN 4J,50'L 473{.79 01-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL Na 09810-1. ( WATER MAIN CROSSING 12. L WATER MAIN CROSSING 12.50'L ❑2-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.02551-1 W/W11-2 AND W16-7P SIGNAGE. 1+6225 (5.50 R) WATER MAW CROSSING 125D'L u�•L ~ 1+67.OJ (5.50 R) 4'SEWER SERVICE J2.50'R � 12+99.19 (S.SO R) WA MAIN CROSSING 12.50'L 4J.50'L 4734.55 ©_INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Sle.DETAIL No.02529-2. 2+0&18 (5.50 R) 4•SEWER SERVICE 3250'R y N88.97 (5.50 R) (WA TER MAW CROSSING 1.Sp' N.50'L 13+69.83 (5.50 R) WRIER NAW CROSSING 12.50'L 43.50'L 473A/0 ©-INSTALL NEW STREET IDENTIFICATION AS PER C.O.S.Std DETAIL No.09810-1. 2+12.25 (5.50 R) WATER MAIN CROSSING 1250'L IJ.50'L H 5+36.53 (5.50 R) 4'SEWEN SERVICE 32.50'R 14+67.46 (5.50 R) WATER MAN CROSSING 12.50'L 43.50'L 4734.33 05-INSTALL BOULEVARD ALLEY APPROACH AS PER N.P.W.Std DETAIL Na 02529-7A. 2+62.25 (SAD R) 43.50'L 5+48.97 (S50 R) 13.50'L WA M NG 12.50'L WATER MAIN CROSSING 12.50'L Ste.7+73.D4 - 8+00.59 Sta.8+47.70-5+75.35 INSTALL FORCE TURN BARRIER I INSTALL FORCE TURN BARRIER SEE DETAI4 PG42. SEE DETAIL.PG42. 24.20 4760 -r ROADWAY INTERSECTION+TRANSIT - - ROADWAY WTE4E20 110N+TRANSITION T� f SEE OETMt.PG42. St. 0+00.00- 1 ROAD D SEE pET PG42. ! I� CONSTRUCT AS PER ROADWAY _. ._ ._ cRoss sEcnoH DE TAIL I,PG04 _ - _ _ _ TYPE A TRENCH BACKFILL REQUIRED. _ - NIGH POINT ftty- 4740.711 . HIGH POINT ELE V-4140 9i3 HIGH POINT STA= .3+95 iT Z!H)(s CONTRACT HIGH POINT STA-11+33.Bi PVI STA 21SU. . . . PA STA= 3+9&30 _ IS PN fifV-141 0;99 PVI EI.EV 4739.9? "A L1I /J6r-44pL�O.11y1��I 6�I A- lo AD._ -2.19 t755 I - A.D. - 7..10 I I l Dl� 1i- I K=45,66 a K - 76 73 P 100.00'VC --100.00 VC`-•- 8 0.z K- 45.72 Tv 100.00'VC O S g S I �• Q-' Cat 8 : LtAA dAw�Qj zz $ m w {^ yY! rL o > W } sH GRADE & ' M W O 1�1 1-4 Q 0 1 C9 g+ �n CO osoz ~ d n x m --- - - _-f- pEPIH /11' \\ - IIDEPTH. 5.9T � 1 4735 - -- DEPTH -8.53 -1�------------ OPM-6-96�`E%ISnNG GRWNO DEPTH -83211�---II - f--- - I & O I ISL _ 7 LF -. .._ _ - - •-+ -- --- _-_' ----------- -Z1�1.(%SnL51G PVC PIPE----21'e EXISTING PVC _ '------ - I - UEPM 5.74• I - TWG PVC PIPE - i 265161� ---------- DEPTH 1- _1_1_ -�.--T--- --'--- ---'�r � �--- 2t'a-E%IS71_NG P-vC PIPE----±------�-------_-. � r l '^ I'--='�i a 'e t E_•( V 1 W ry 4730 - _ .266o F- PIPE o rQ, E- x A W O 50R3S PVC z as _ .� g w d Ora _ G �, ff ^is �� Q E-I oa ^ $m• F o a �'• o� �`I� =n 8r000 it ow <o�H oa Gi] Q htro'm' s. a. a =a• $i ^bomb 34ti a x°7orv^`$n savl��F1i Tan^,�mon 3 i$rvt'ki ry��o �"T.o;no 3✓,^., ri�,a� TTy..nrv��^nnnp&Q1� mCCU x3ry-r�"^♦ orva-;ta�# ,.t��"F�S�(n+r^.vrvrv-Wcia �? z l.,� 3 �vnrn1^m F� z s O' F 4720 }rid n$ - - vY tlA ��g ovi4 ^•`r^7d�T,i _ oaC$�^•c"•�oiiz tl`tlEro�•e-rv^^� z - - moo•,^...�+ o. F-. <rN tltl c al. r 1-Z F issE m eI 4 1� � y♦ W ^ mo$i"112 nm �_,'., iO�•.�'z Ez•5� '°`="'3r irsBp�, nk'. a f" izN SE2 n$�zIz m�W�i831s � og�Ei � � w�$33FF€ Q.n y _ ♦+ --{{ try • + tr>> � Wa�6 rvW�Z ^KgcEc�a6 SdaScc �� o d3 _0. eboC[ ��0 n,.r AT gN 5<ff< ••o s I:1 iffi ,n m __Wws'<°�< uI i7f�i ."uili a`I:S d{e)S'�11 U 1"1 6.�- W �1 0.0n 0+50 1.00 1+50 2+00 2+50 3+OD 3.50 4+01 4+50 5+00 5+50 6+00 6+50 7+DO 7+50 8+00 8+50 9.00 9+50 10+00 10+50 I1+00 II.50 12+00 17+50 1"-4 ROJECT. 03-58& ORENOVA LANE PROFILE VIEW - ROAD AND SEWER w AMNG: 03-588 PHASE 11 AB RL-AUGNMENT, Sta. -0+30.23 - 12+50.00 U) TAB: PG21(RL) SCALE: HORIZONTAL 1•.50' VERTICAL: /'-S' AYEW. 03-585 PROFILE SWR I]-( SHEET-. 21 OF 42 Slo Ik67 � Er SEF CE 4•SS SERVICE END scE SERNCEWE cnAR SERNT,Pc 21. �� r % NEW ASPH T PANNC I I i - j I I J' �� t VARIABLE L. I I I VARIAKE I (200'Yin, ' c4- W . �, /, NEW 8 WATER MAIN ('Z�WA) A BY. CC Sta. 15HT.96(0.00) <- ., INSTALL DEAD END " WA I£R LlN£ ...Y-- i�Op j ECK D BY: DF r / �AREIGAQLAS rFR• - _ k DD�-SSTC��6 .• ..•. _ _ . C.O. EVIL -14ap .. No.D9810-2. -��- - �M 1. RAINING DATE DUNE 30, 2006 --. -_-- - S U - 348.74 LF.EXISTING 1.40 N A�U � _ 21•.SDRSS PVC PIPE I ~ !14 ~ f / REVISION DATE. Sept. 13.2006 taw w , m.w -> 1..w 16+7- X.S� - 112iiit,1 �= - _ _ _ _ _ - - - -- 3aoo 112450.00,PG21. 31.00' •331.49 L.F.E%ISDNG W.tlnq 60'01.N.M.A4(MtlQ EAstin9 60•Die.Y.N.µ3(MM) 60.00'00- 21'♦SDR35 PVC PIPE Sta.14+86.19(5.50 R) Sto.15+36.93(6.20 R) 60.00'R/W Ea RIY ET4W.-4738.60 EX.RMI ENv.-4739.21 'mil Cry Pray.M Elev.-4M"Q6 4776 EX.Inv.IN-4731.33(6•NORTH) Ea Inv.IN-4731.88(8•NORTH) E..Inv.04-4731.38(a-SOUTH) I Ex Yw.IN-4731.9D(6'SOUTH) E. Inv.IN-4730.72(21•WEST) Crl o V t4 Etc Inv.IN-4731.20(21'HEST) Inr.OUT-4731.66 ' i3 Nv.OUT -4731.15 NOT THIS PROJECTAD RIM To FINISH GRADE T MATH NEW BARREL SECTION AND ADJUSTING RINGS. V ORENOVA LANE PLAN VIEW - ROAD AND SEWER 2 SANDERS AVENUE PLAN VIEW - ROAD AND SEWER m� RL-ALIGNMENT, Sta. 12+50.00 - END O SA-ALIGNMENT, Sta. -0+78.39 - END $$ SCAI1- t- - 50' SCALE: 1• 50' 2 �ov NUIE SIK FOOR(80'1 SIDEWALK STATIONING ('(Qg -RENOVA LANE(RL)Sta.8+24.20-14+81.93,RIGHT -WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. 0-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Sta.DETAIL No.09610-1. REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS ❑2-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.02581-1 W/W11-2 AND WIG-7P SKINAGE. FOR ACTUAL LOCATION,DEPTH,ETC, ❑3-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std.DETAIL No.02529-2. -CONTRACTOR PROVIDE AND WATER SERVICE CROSSING CONFLICTS. INSTALL NEW STREET IDENTIFICATION AS PER C.O.B.Sta.DETAIL No.09810-4. -I PROVISIONS TOO ACCCOMMMMODADATTNSTALL ACCESSIBILITY RAMP AS PER YPW STANDARD SPECIFICATIONS, ©- STANDARD DRAWING NO.02529-8 AT ALL INTERSECTIONS. ❑S-INSTALL BOULEVARD ALLEY APPROACH AS PER M.P.W.Sta.DETAIL No.02529-7A. -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. PRAM 0 O0nEO7O32M PRASE H IMPROVEMENTS Sta-5+79.50- 6.19.50 4/60 Sto.12+50.00- 15442.96 4170 - - - - - - Sla. 0.00.00- 6+19.50 ROADWAY 41TERSECTION TRANSITION CONSTRUCT AS PER ROADWAY I CONSTRUCT AS PER ROADWAY SEE DETAIL PG42. CROSS SECTION DETAIL 1,PGO4. to CROSS SECTION DETAIL 2,PG04. TYPE A TRENCH BACKFILL REWIRED. - - - �o� - - - PIA Slo. - 2.79.90 TYPE A TRENCH BACKFILL REQURED. Po 0- n 4753.98 D Q 1 �1 A D. 1.25 4755 - - - - - 4/65 - - gN< 1 1 1 K-MOO ua � Go Go. VCCQ ++ ox� 8 awe S � O W 4750 - -- - - 4760 aN�If�M. ^ y� A ,cam n . "(y�j3< FINISH GRADE o .• -.___ mN 6 O W m � I < II a I rn 4155 I I - ._-.._-_n O m a s I I `EXISTING CRouN :1 N " ^ O A co O ¢1 �a II _ s II �tV �4 � z + z n-- II o�a� I II II - - Way. Q-i ,� O IT C IDLPIH -- 4735 I I 4/4S II (f1 W a 4 -_--------- STIHG PVC PIPE EXISTING if Tj _--------.---- � -- T1•a E%IS11NG PVC PIPE W -- - ------------------------ Q QL �j Z W N 71.EXI p}� I , - - 4140 - - - - Z d W oo w O w a� W Zci Q 4720 - - i u '-' onl ++^� 4730 �,v/� � H Qi of 1� �£� $RWzzzta ogi a4 c c cc ZMnW mev, 47ft QD _ _ LJ1 H1 12.50 13+00 11+10 14.nn 14410 15.00 ts,SO -0+50 0+00 n.�.r, t.,,� t. �_� � � �.... .,,-r. _ i-•:� �•n'� 4.n� y._.� 5.50 6♦00 PROJECT 03-58E ORENOVA LANE PROFILE VIEW - ROAD AND SEWER ®SANDERS AVENUE PROFILE VIEW - ROAD AND SEWER W AWING 03-W PHASE 11 AP RL-ALIGNMENT, Sto. 12+50.00 - END SA-ALIGNMENT, Sta. -0+78.39 - END TAB: Pc22(RL A SA)SCALE: HORIZONTAL: 1• -50' SCALE: HORIZONTAL: 1•-50' VERTICAL: 1• 5' VERTICAL: 1•-5' LAYER: 03-588 PROFILE SWR n..4[SHEET: 22 OF 42 Eta 13.29.17(a60 R) 8' I-26' 7 21'STORM ORAN aW=M0.JIMANTAIN 1RA.r VERTICAL SEPARATION - St.13+21.11 Sto.13+30.71 j I \ 9 yH np IY C011PlFR �.'�f ,i S<a.t3480.12(S80 R) � `� Sta 13428.11 If STORM ptAN I Y TAN Yh 8'VER SEPARATION. 6*COUPLER Sla 12+25.11 3 % Prop. 48 Dio.M.H./14 STUB FOR tr VARIABLE sta ,9.50.32(5.50 R) Ttc SEWER �.' 2 (200'MInJ 100' I I K K RIM El UNE 47 5+z7.20,m IN :723.74 $S \ It J'II; D AWN BY. CC ECKED BY: BE - 8.S f - 8"S - - - RAWING DATE: JUNE 30.20D6 REVISION DATE: Sept.13,2005 30 00' « I, - N K 1 82 LF 8'4 - Sto. 13+O9.1t(6.50 R) �✓ - __--�--3 80.00'R Y I I STIR PVC PIPElP -- Prap.46'Dio. .H.Q7 WINTER MAN CROSSING, MAINTAIN I I V Yv. 16-VER7ICAL SEPARATION. Prop.48.Db.M.H./10 prop.48'Din.Y.M./ Sla.9+99.23(5.50 R) I _ Slo. 13+21AI(5.50 R) I T�13.21 Li 8'I Sta.15+8,.30(5.50 ) Spp35 pyC ppE Prop.46'D'q.Y.H./13 V RIM Flev.- 4i13.47 I 2 YATpWNE Sto 13+94.89.FS I SOIt35 PVC PIPE RISE Elw.-4717.06 St.-18+45.49(9.93 R) Inv.IN-472 10 - I RIM El-. 4735.53 I nv.IN 4721.86 RISE Elev. 4736.30 Inv.WT-{7 1.90 J2 188 LF B'a SDRJS PVC PIPE { Inv.IN-4720.61 nv.WT-4721.68 Inv.IN- 4723.11 111 Inv.IN- 1720.6, I I Inv.OUT-4722.91 'tV` Inv.IN 4720.61 TNY.OUT.4720.51 IS a o OTANZANITE DRIVE PLAN VIEW - ROAD AND SEWER �� ys TAD-ALIGNMENT, Stu. 9+50.00 - END " scau I- - 50' V A m1O TANZANITE DRIVE SEWER MAIN(Sto.0.00.00-END) TANZANITE DRIVE SEWER MAIN(Sto.O+DO.00-END) K� SUMMARY OF SOR36 P.V.C.SEWER SERVICES TO BE INSTALLED pop OF SUMMARY OF sDRas P.V.C.SEWER SERVICES TO BE NsrAl1ED pp OF sw m8 STATION CA OFFSET pESCRIP 110N LINEAL FOOTAGE DEVATM STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE Sw TI N4IE Ql-INSTALL NEW STOP SIGN AND STREET IDENTIFICATION AS PER C.O.B.Std.DETAIL No.0981 0-1. 9+67.54 (S.SO R) 4'SEWER SERVICE J2.50'R 18+80.82 (5.50 R) 4-SEWER-MIT u�.L - WATER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. zy WATER MAIN CROSSING 11.00'L 4723.34 REFER TO WATER MAIN PLAN AND PROFILE DRAWINGS r ❑2-INSTALL CROSS WALKS AS PER C.O.B.Std.DETAIL No.02581-1 W/W71-2 AND Wi6-7P SIGNACE. 10+40.55 (5.50 R) 4'SEWER SERVICE 3250'R �T 16+85.61 (5.50 R) 4'SEWER SERVICE 32.50'R 4724.05 -CONTRACTOR TO PROVIDEFOR A IUAL LOCATION, SEWERWATER SERVICE 03-INSTALL CONCRETE VALLEY GUTTER AS PER C.O.B.Std.DETAIL Na 02529-2. STRl)C CROSSINGATE ©-INSTALL NEW STREET IOENTIf1CATIW AS PER C.O.B.Sid-DETAIL No.09810-{. 11♦20.58 (5.50 R) 1'SE VIER SENVICF ]250'R 1W5 PHASE 17+17.B2 (5.50 R) WATER MAIN CROSSING 11.00'L 43.50 L 4723.90 -INPSTOALL OACCESSIBIS TO U7RAO.4P AS PER YPWCSTtANDARD SPECIFICATIONS. V 15+45.61 (5,50 R) 4'SEWER SERVICE 32.56 R 4723.05 17+55.61 (5.50 R) 4'SEWER SERVICE 32.50'R 4725.28 STANDARD DRAWING NO.02529-6 AT ALL INTERSECTIONS. 05-INSTALL BOULEVARD ALLEY APPROACH AS PER N.P.W.Std.DETAIL No.02529-7A. -PAINT CURB YELLOW 30'BOTH SIDES OF PEDESTRIAN RAMPS. 1 Sf 48.83 (5.50 R) WAIER MAIN CRO59NG 1t.00'L u' L 472,116 18+14.53 (5,57 R) WATER MAIN CRO99NG 11.W L 43.59 L 4724-93 t6+1J.83 (5.50 R) WATER MAIN CROSSING et.GO'L 4J.50 L 4724.04 18+24.51 (6.22 R) {'SEWER SERVICE 31.90'R {725.00 SIX FOOR_(8.0')SIDEWALK STATIONING 15+15.61 (5.50 R) 4'SEWER SERVICE 32.50'R 4723.63 18+83.79 (5.50 R) {'SEWER SERVICE 32.50' 1725.83 -TANZANITE DRIVE(IAD)Sto.0+00.00- 13+21.20•LEFT R NOT TIDe CONTRACT PHASE n IMPROVEMENTS Sto.12+71.20-1l+2E20 stp.t3+27.20- 13.7t.20 4750 - - - - ROADWAY NIERSECTIP 2OADWAY NTERSECTION TRANSITION SEE DETAIL-ON TRANSR SEE DETAIL PG2. St..9+50.00- 19+44.82' ... _ CONSTRUCT AS PER ROADWAY oM F.L CROS$S CTGN DETAIL z,PG04. .14J TYPEATENCHBACKfILL R pUIRED. ASta. 4736.62f'N Elw. .{736.62 K 4{.92 + p AO. -0.44 'a A O -22!4745 - to < _ - _ _ K . 229.46 - - _ - - - - L PN Ebv.-47330 42yy ID0.00'VC 9:F _--Ir n .. - PN Sm- 17+00HIGH POINT St.. - 16+94.92 R : : n �- m HIGH POINT Elev. - 4bB.15 " Qo-GR _ Oa II! tl S 4735 s - I'I f M O o • ON� � � zod DEPM 11.7_ c\2 �1 ICJ Ono i _ _ E� q E--I DEPTH.11.51 DEPTH-1 - I� z z _ PIH 379 O 4725VU DEPTH - t5.p2; - v� 1--t a 108.82 L.F. J21.66 I:r 8319,L.F�. E 'Z 26319 L.F. 6'eeSDR35 PVC PIPE IE-+ rV_,1 V 1 W �� 4720 El'.SBR.15 PVC PIPE 8•SDRJS PVC PIPE > �y 8•SDR35 PVC PIPE � Fr^Y w dW H lo ' N � ig„K� �,oR � � d =�R &o Ric �R�� o � � � m ryy�r' 6� �n abbe z. KEz� Z4g �o �n��m E- �C) Z Ono ^fin+. ^Ji _�- - e Noon j'nn.a. i aK'^>SH. - sv n�+ �z.S".sNonn."^' n Si w d s` n +ry na FiY1 1+I 7Z� - +IP 3 3'. yy„Infvn Q+ aw wi z ri pia o W z sas < 4r�r+ I:Iz n 9i z t£ I Y 4 + Zg 1 - 111 3.c1 s3 z�ry� 1ni I I I ^s yg a yO z><3�ar 1- �- Paz 0_4 nin�55? mi ci L) q 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 11+50 I4.00 14,50 '° 00 15+'1 16+00 '6.50 17+00 17+50 16.00 18+50 19+00 19+10 O r!,PROJECT: 03-W TANZANITE DRIVE PROFILE VIEW - ROAD AND SEWER W CRANING.^ 03-588 PHASE II AH TAD-ALIGNMENT, Stu. 9+50.00 - END TAB: PG24(TAD) SCALE: HORIZONTAL I'-50' VERTICAL: 1'"5' LAYER: 03-588 PROFILE SWP �1 SHEET: 11 01 41 St..2+97.57(7.00 L) Sto.5+19.52(7.00 L) INSTALL B"TEE. INSTALL 32.50 LF.8'Dia. INSTALL 6'GATE VALVE AND VALVE BOX W/T.B. �I O.I.P.CL51 WATER MAIN NORTH. j INSTALL 2'Std.BLOW OFF ASSEMBLY St.5+38.12(7.00 l) St n 2+8360(7.00 L) 30.50 LF.NORTH AND B'CAP T P. StcL 724,01 MATCHL1NE St..5+96.44,RA. 32.50 LF.NORTH W/T.B.ON ALL MATCHIY INSTALL Y GROSS W/T.B.CONNECT 10 B'WATER MAIN. I, Sto 2+76 L I r INSTALL 8'7M CONNECT TO 8'WATER MAIN. I I' INSTALL 8•GATE VALVE AND.V OI _ Ste.2+70.00 k 2+72.50(7.00 L) AIIA..T .00 L) 11,1 ly Y� Sto.5+6.b!5+70.00(7 U I I •y - INSTALL(2)tY 45'VERTICAL BENDS r/MEw Luc JOIN ANO CWOSSING. I IR7 Y INSTALL()0'45'YORTMdL EMDS W/YEGA LUG JOINTS AND Sto. +40.00 Q _.i REQUIRED RESTRAINTS 29 LF WEST AND 13 Lf EAST. RTICAL SEPARATION. I REOUBED RESiRANTS 29 LLT ANO 13 LF WEST.St..0+35.57 .5D L) 2+422t(5.50 R) Sta Z+S843(7.00 L) Sto.5481.8!(7.00 L) NSTAu 8' NsrALL(2)B"4 VERTICALAND VAL OSW/MEGA LUGJOINTS AND I 015TALL 8•GATE VALVE AND VALVE BOX W/E& '00 Q INSTALL 8'GATE VALVE AND VALVE BOX W/T.B. RA0C VALVE AND VALVE BOX W/T.S.STRAINTS 29 LF WEST `•J St. -0+05.39(7.00 L)AND13 LF EAST. ty VARIABLET.O.P.E1EVV••47Z9.00 MATCHLNE Sta.6+26.27.FM. d•Db.D.I.P.C151 WATER YNN ECKED BY: DF '� (200'Yin.) St S+OB.S9(7.00 L)S0+27VARIABLE INSTALL 270.70 LF.8'Dla � CONNECT TO 8'CROSS. ,�8•CjP Y61H�GNLO (2.00'Min.) D.I.P CI51 WATER MA \ .L `� 11.00' TALLTEE AND 6'FIRE Myd RAWING DATE: JUNE 30.2006 11. BEGIN AS WATER YNN IMPROVEMENTS _ _� _ _ _ _ _ _ _ __ _St.-0+37.42(700L) � 0 Al Iw/T Sepl s,zo06 .. - - MBLY I%W LEFT 4VfiA. .y :'.\A., .S T I _ MATpNNE Sto. 7+50.00,PG27 C "Or• F 1 END AR WATER MAIN IMPROVEMENTS. F-- --+ - -+ - ,- - ---+- - W _ S Sto.3+01.27(5,50 L) `� -?`�- IVIE' STRAT - 'CONMECT TO 8•TEE. - _ 31.00' EXISTING 18'SEWER I 1700 a- I 36'x 720 BD%7CU0LVERT N W B'SEWER MAIN - �, 74.00'R/W y II CROSSING MAINTAIN YN. ` - A1ER' T I`Q�,• 60 o O R/W WATER SERA T I I ,I I I 19'VENTICAL$EPARAT1aN- �`gx GIN AR WATER MAID IMPROVEMENTS 1 1 ' Il i ". I I I. a 8 la.0+30.57(5.50 L) St.' 2+1.77(s.SO L) '• C �- - s<o.4+oD.00(7.0o L) < INSTALL 6'I16'TEE AND 6'FIRE Hyd. INSTALL 8'A6'TEE AND 6'FIRE H Stn 0+30.11(7.00 L) �-/ 12'STORM DRAIN CROSSING. ASSEMBLY 13.00•lJ]'T r ASSEMBLY 13.001 LEFT w/T.. FIELD INSTAIl 8'GATE VALVE AND VALVE BOX W/T.B. MAINTAIN MN.18'VERTICAL SEPARATION. o A.&EEfM4737.00 AN.EJEV�4=90 _ ///q�qq�� Sto.0+35,11(7.00 L) AMETHYST ROAD PLAN VIEW - WATER INSTALL 11 TEE AND FIRE Hyd.ASSEMBLY 19.50'LEFT W/T.B. O ANNIE STREET PLAN VIEW - WATER Vy y AD-ALIGNMENT. Sta. 0+00.00 - END AS-ALIGNMENT, Sto. 0+00.00 - 7+50.00 gg SCALE: 1'_50' 8 scNe ,•_ 50' �y � a AMETHYST ROAD WATER MAN(Sto.0+00.00-END) _ -- -- ANNIE STREET WATER MAIN(SIM 0+00.00- 7+50.00) a SUM MMY OF COPPER WATER SERVICES AS FOLLOWS SLIAMY OF COPPER WATER SERVICES AS FOLLOWS STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE 0+52.85 (5.50 L) 4150'R REM WER MAIN CROSSING 11.00•R - SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY 6+01.96 (7.00 L) 1'WATER SERVICE 38.00'L 0+54.35 (SSG L) 1'WATER SERVICE 32.50'L REFER TO SE VIER MAIN PLAN AND PROF TIE DRAWINGS VCIL FOR ACTU LOCATION,DEPTH,ETC. 6+51.79 (7.00 L) 52.00'R AL 1+17.72 (5.50 L) I"WATER SERVICE 32.50'L - CONTRACTOR TO PROM VILI, 4WER AND WATER SER (SEWER'MAIN CROSSING 11. R W I(Zy;L�C�yy(I�[y�y CT 6+62.68 (7.00 L) 1"WATER SERVICE 38.00'L NOT OOIISIUIICRD 1N5 PHASE 1+19.78 (5.50 L) 43.50'R 7+25.68 7.SEWER MAIN CROSSING 11.00'R -NOTE: VORTICAL MEMO SECTION RESTRAINED WnH ( 00 L) 1'WATER SERVICE 38.00'L 1♦77.72 (5.50 L) I'WATER SERVICE 32.50'L FIELD LOIN GASKET AT EVERY JOINT fR011 2+10 10 7+37.40 (7.00 L) i A VI 52.00'R 1+86.78 (S50 L) 43.W R E GALE VALVE AT 2+76 (SEWER'MAIN LR059NG 11.00'R (SEWE MAN CROSSIN 11.00'R _ 2+46 9F (A50 L) 1'WATER SERVICE 32.50-L -ALB. A-Bdt WATER WffWCr- 2 .17 (6.50 L) SEWER MAIN CROSSING 11.00'R 43.50'R pffm 13 °os00zm NOT THIS CONTRACT 4755 - - T 1 4700 - - - - - 4750 ! { 1 �- _ I r I I + 1 I . . . . 4755 cv � I � lil � llllliIllfff - - {i {I { � O 4745. 4780 z O 4740 4745 - - - - - co ►-4 �Z40co d r. I N I _ 4735 _�_ FINISH GRADE 47401 ) I .` .� _ - { - - 3to.Z+70.QO�5+70.00 - F� w O IR QI ��•••--- \I I I EXTRA DEPTH(249')REWIRED TO �)< + O L. -- _.� 1 - \i I EXISTING GROUND-'B.5'Min. I II 1 I MAINTAIN Min 18'VERTICAL SEPARATION T C" COVER I O O z EXStNG GROUND - -4A_� - - .- . Lz' � z + O COVER _ _ INS7AEl 767.41 LF.8'Dio.D.I.P, Sm. 2.40.00- s+01.27 - rit. EXTRAOEPTII(2.2,')RCOOWED TQ --- --- - CY31 WATER MAIN -� -- _I --- E„y l µyy 04730 MAINTAIN MVr.16'VER CAI,SEPARAIION 4735 - _ _ -- - 7 � j �j2.JDIP INSiALf 2707 f--4 � z `Y z0CL TER MAIN 14 > C!1473U E'I O `� g 3 w w w o R�� - iY.�, 0 4725 >g IDl�n O tiii� IIN I; - � - > a H an m p�5 W5 7. m pz 4 ►J ►�1 5 �;; F,,n } J~ � S ff R J_ R S� ; �' }c ^e 8'8 8`>& 8+ 8pm 8 Ste. 8 x 8 goo` < IH k „a o` NNnk� t ni u472 a �� 04 k � �obS - ^ >$^k 1_I (f1 F" Z oa�a4k .f ^: m�o3� S�rf O"OS m'YW=r`e 1I. ►� Q A'/Z1+ 'b}J♦aD IRtS >1�, •0 �3 M n�^�O r�.1' Ij NO ORZO�Lm e$ S¢3 N O Iyfl Oa!'b ♦ AG..�4<�j♦�Ip 2+ mO D n�vlQ:�rv�3. I ��N�SFry j �V�C''4 ,+,.sr( �.+0� iP$ 3 gg d qQ - �8 '-I><8 I7 r9, < � d�ar-n�i�i ink : � a"g.•z' .ti � ,a- rNx r � m�# in < I'n 'oi•'�''i <^ ur Nfmw� [utv z �•Cy ?L'im v'rSi?3IXo i�l'oi9,`r7 s ? ul r'`s nr'Ra s �9i'w,n .r"i il✓ildbz<P '� U �-I a� _ 4716.� N 0+00 0.50 I+nn 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+0. 4+50 5+00 5+50 6+00 6+50 7+00 7+50 PROJECT: 03-588 O AMETHYST ROAD PROFILE VIEW - WATER TAS-ALIGNMENT, ANNIE STREET PROFILE VIEW - WATER (s] RAWING: 03-588 PHASE II AB AD-ALIGNMENT, Sta. 0+00.00 - END Sta. -0+06.68 - 7+50.00 vi TAB: PG26(AR h As) SCALE: HORIZONTAL: I'_50' VERTICAL: 1'-5' SCALE: HORIZONTAL' 1' 50'VERTICAL 1'-TYER: 03-588 PROFILE WTR p.R EET: 26 OF 42 Sto.13+20.60(11 00 L) (,v 8'SEWER MNI 9 IJ MAINTAIN Mtn. Q� PARADON. Ste.21.50 8'GATE VALVE WITH MEGALUGS ,8. 13+2e.e4(11.00 L) sea.16+53.56(1 z.3e L)T.O.P.ELEV-4132.99 IB'STORY DRAIN CROSSING. . MAINTAIN Mm. 16'VERTICAL$E➢ARA 110N. 1E AND VALVE BOX W FIELD EDITS - Ste. 11+98.67(7.00 IS" 8+ II (7.00 L) INST,11-L 8'11k•BEND W .9. 1 J I I le'SEWER AIN DEVIATION CROSSING. 111 �• Ste.13+59.86(I1.00 L Ste.16+27.84(5.32 L) Ste.18+77'17(12.32 L _ 4 MAINTAIN MIA.14.25'VERTICAL SEPARATION. 8'SEWER NAI IN h AND VALVE BO%W/ - i1F1D lAlLS MATCHUNE St. 3. �A W/FIELD LOKS!T.&Y $le.12+75.71(7. MAINTAIN Min. PARATION. INSTALL 8' -LUJF)IT 0 INSTALL 8'GATE VAL VF AND VALVE BOX I BH5.17(7.00 L) 2.6'NVORANT Sto.16+32.91(5.35 L) AWN v: a INSTALL 5.4-TEE AND 6-FIRE Hye, C& Ste. 13470.79(11.00 L) $to. 19+14.1{(11.75 L) ASSEMBLY 9.30'LEFT W/T.B. Sto.1T+SOAO h 12+52.29(7.00 L) INSTALL e'.a'TEE ANO 6'FIRE H _ E%IE1E9011 MISTALL 8"xb'TEE AND B'FIRE Htd.ASSEMBLY 31.e5'LEFT W INSTALL 8'GATE VALVE AND VALVE BOX W INSTALL(2)8'/5'VERTICAL BENDS ADDED FIELD L01(S MATCHUOE St..7+50.00,P - 1V//1MAEGA LUG JOINTS AND ;Fk- 8Lill ASSEMBLY TS.50'LEFT W/T. . L01I5 ED BY: OF INSTALL 85000 ARIABLE REWIRED,REST�tNNTS 29 LF WEST (y I Sto.17+4194(10.98 L) INSTALL 551.77 LF.8'DW. D.LD.CL61 WATER MAN (.00'Mi..) AND 13 LF EAST. Ste.14+15+60(11.00 L) 1.00. Ste.15r 21.87(11.00 L) INSTALL 8' D.I.P.CL51 WATER MAIN 51e.19+{7.21(10.72 L - RAINING DATE: JUNE 30,2006 INSTALL e'Ilk'BEND _ - - _ -_ - 6'STORM DRAM CROSSING. INSTALL 8'11 _ EHgON DATE: Sept. 13.2006 NAINIAIN YY,.1IY VERTICAL SEPARATION. - .w ANNIE ,S9"wn+oe a*w _5 - - N.T.a�rra - "'°° ,44R 8•s _ ANNIE. S EET � - - � N� - - - - W WSALL 8'CAIE V {I SEWER MN 37.00' I " & I 11.00' 8' Y 11 37?00 .VBFiFiABkY-6A' iV1 a WATER SERVICE(Ttq. 74.00'R/W I - 1 I- VARIABLE WA1ER SERVICE T 74.00'R/W { �� _ Ste.13+00 7a(11.00 L) MATCHUNE (2.00'Min.) Sta. a+w.17(7.00 l) MATCILINE Sto. 7f5e.56,iS Ste.16+00.00, .�. - ,NSTALL S'GATE VALVE INSTALL 8'11k'BEND WEST W .B FLE1D THIS SHEET. y MEGALUGS g AND VALVE eo2 w/T.B. OANNIE STREET PLAN VIEW - WATER INSTALL(2) .10'REDUCERS. A_E SAP Wfia w yi CONNECT TO 10'CROSS. AS-ALIGNMENT, Sta. 7+50.00 - 16+00.00 2 ANNIE STREET PLAN VIEW - WATER I.r3REDUC BALL' '-' INSTALL(2)8-45-VERTICAL 1OUT WW/MEEGA LUG0JOINITS OAIq AD-ALIGNMENT, Sta. 16+00.00 - END .m o REQUIRED RESTRAINTS 29 LF EAST AND 13 LF WEST. _c_ SCALE. 1 b F1E1D LOLL$ READY RODS g X o� - $fn 21+40 p ANNIE STREET WATER MAN(Ste.0+00.00- 10+20.00) ANNIE STREET WATER MAIN(Sla.10 Sta 21+48 Irdr COUPLER +20.00-END) 11.26'BUD WTN YEOAUIGS FO�. TlY CROSS Slo.21+4e.80 d 0 ta,13+ 1 SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS 1125'BEND 8„DIP NOTE STATION C/L OFFSET DLSCRtPTION LINEAL FOOTAGE STATION C/L OFFSET OESCMPTION LINEAL FOOTAGE -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. �18'-I FIELD EONS 7+84.68 (700 L) I'WRIER SERVICE 38.00'L 10♦77w REFER TO SEWER MAN PLAN AND PROFILE DRAWINGS . (7.00 L) (SEWER MAIN CROS NG 11.00'R 52,00'R e.I)P 8, FOR ACTUAL LOCATION,DEPTH,ETC. Q DIP -CONTRACTOR TO PROVIOE SEWER AND WATER SERVICE 1� 8,02.w (7.00 L) 52.00'R t0+94.99 (700 L) ,'WATCH SERVICE J800'l PROV�4ONS TO AfCOMMOOATE CROSSING CONFLICTS 4 SEWER MAIN OS9NC I1.00'R CONSTRUC -I'_ RODS USED FOR RESTRAINTSAT VERTIDAL mD Ste.1 1 8+88.47 (7.00 L) VI 52.00'R 10,98.88 (700 L) 1'WATER SERVICE 52.00'R >-T TINS PHASE 1t.1 REDUCER.11NOT CONSTRUCTED SEWER MAIN CR SSING moo'R YEOKUG$ SECTION 14+47.52-14450 THIS PHASE a.79.93 (7.00 L) 1'WAttR SERVICE 38.00'L 15135.83 (2.39 L) 48,50'R - T.O.P. TOP OF PIPE SEWER MAIN CROSSING 11.00'R St.21+50 -A.B. ARROW BOLT 9+61.47 (7.00 L) YNN CR NG 11.00'R 52-00'R 16+SS.OS (4,83 R) gWER 4AIN OSSINC 11.DC'R 4023'R e'GATE VALVE IEGAL11G5 qg 10.18.93 1 (7.00 L) 1'WATER SERVICE 38.00'L 17+89.02 (11.56 L) SF WER IMAIN CROSSING 11. -R 5656'R -EEGKLIGS AT EVERY JOINT nTi1NG 7 NOT THIS CONTFACr PHASIC H WROVKboo TIC 4780 I H utlll V 4755 - 2 N mcQ #+ <�a i 4750 �'D - Z yA EXISTING(itWNq _ _- w cc) o wl i rf) I�--1 I `Sla.LI T2+50. - -14R 5D 0(1 - I��yyyyyy >QIp ~M� AO IA DEPTH EVR EPTH(7.27') 9lRED 104740 I 8.5'M 00 REIRED[xO MAINTAIN Min, GRADE � MA INTAIN In ,B'VERTICAL CA4 SEPARATION �^,y FrFQ-I zP'D DTP CL51 WATER MAIN;TILL 1-77 1f z 4735cn � iillll Z � CnzQz 41 J� m w 47J0 - is� �3 � 3 `a 3 N _ _ _ 3 � l--i �•( µ•c �i �i > > WW r l n� 4725 ZZ LL.+�� ._ g y'pp m 3u M _ 'Je.l bl ' ,'.. m > Q o - - - - - 4E Z> o > r _ v 1� f� DI79/V e21r. . On•�)ASi Yvl moo m^\~�3 - - - _ •tlOR:mrvL y'y'MnI 8cyf3il,no^��r°m♦ipf KNmoOZOOo.��A�V,I�36 8�-�V�fm.S�G opI�♦♦Ii�sLtF3 Y.�J`m`0/44I�K,W�QQy2 l_°�`1Z�co n�tl mN<y.��AFFas<;'N�wQQ1 mNom. _ _ HNm+-m?au{1W�o'1�mm��✓n;0I tiYYYF �-II-{I--I �'$�,q9= rv�8648` Z. Bg R oM M1^1?Wum<��nnn e i�0 �!�tm�6�i R•q6 ntNJ+ 4720 z w'P <e L 6. v o O YZY { j Eum .2 Atz; Ua�y, � ?R<n Q 1--1 4776..w +',G I+1>1 5+',fi 9.00 9+50 10.00 10.50 11.11�. 11.50 12.00 1, 13+00 13+50 14.00 14.50 15+00 15+50 16.00 16+50 17+00 17+50 16.00 18+50 19+00 19.`.0 20.00 20.50 21+00 21.so ~� PROJE-O r_, CT: 03-588 ANNIE STREET PROFILE VIEW - WATER W RAINING: 03-M O PHASE 11 AB AS-ALIGNMENT, Sta. 7+50.00 - END TAB: PG27(AS) SCALE: HORIZONTAL 1'-SO' VERTICAL I'-5' AYER: 03-W PROFILE YlTR P.SNEE T: 27 OF 42 VARIABLE Stu.9+i6.14(5.50 R)6+31.11 A.B.ElEV-a7ao.Go (2.00•Min.) ST N ASSEMBLY 24.00'LEFT W !FfE1D lD1KS - Stu. 2+76.06(5.50 tt'ar St 41.11(ASO R) INSTALL 8"27)S'SEND w .B. IRKS GATE VALVE AND VALVE BOX w .9.!nao Lon / T.OP.ElEV-4726.90 �, _ bta.5+71.70(S ED WATER MAIN IMPROVEMENTS !{STALL 6'GATE VALVE AND VALVE BOX W .8. LDKS _ 1.8.64.11(5.50 R) Slo. 5+17+20(5.50 R 4TCHUNE St..15+06.96.RL. 8'SEWER MAIN CROSSING. NECT TO 8'TEE. -� MAINTAIN Mn.16'VERTICAL SEPARATION. Sta.5+16.20(5,50 R) MATCHLINE Slo.19+32.32.T y - _ INSTALL 6'TEE W 8.At / - Sto. 2+15.52(5.50 R) CT TO 8'WATER M 3I.W AWN Y: C 8'SEWER MAIN CROSSING. b'� Stu.2+tl (9.50 R) 60.0C R/W ED BY: 1 MAINTAIN Mln 1 8'VERTICAL SEPARATION. INSTALL 8"OAT[ % ''INSTALL 864.09 LF.B'Dlo. AND VALVE BO% /i.&1 QAIUp D.I.P.CLSI WATER MAINAWING DAR Sta.2+04.52(5.50 R) ' MATCHUNE Sto.3+01.27, O EVISION DAR .. INSTALL 8'TEE W .B S WATER SERVICE(TIP. HYDRANT CONNECT TO 8'WATER M y�� ` 'C� VIP I W NEW It SEWER^LAIN -�' - '1 BEGIN ED WATER MAIN IMPROVEMENTS Q', .- _ Slo. 4+91.70(5.50 R) StM 0+00.02(5.50 R) �, INSTALL 8'GATE VAL MATCMLINf Sta. 18+09.77,OS. t -- - AND VALVE BOX W .8. F1El I INSTALL 10'%6'REDUCER. �- y C ' T T 8'TEE. 2.5' CON c o - .i I - 8-W St..2.76.06(5.50 R) - - INSTALL 8'22h'BEND 140 - Sta.0+30.02(5.50 R) 3 Slo.2+57.71!2+6o.OG(5.50 R) 1 e',6• &5'- wSTALL 6'GATE V INS (2)B'15'VERTICAL W/MEGA LUG A06LT5 AND AND VALVE BOX W B! FF2D lDK OAf710E7S N EVERY JOBIT FIIOI 2+84- � V I OEMERALD DRIVE PLAN VIEW - WATER i ED-ALIGNMENT, Sta. -0+40.67 - END 3 SCAIE: 1"-50• $y$7 EMERALD DRIVE WATER MAIN(Sto.0+00.00-END) R L Sla.6+41 SUMMARY OF COPPER WATER SERVICES AS FOLLOWS NOTE SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE REFER TO SEWER MAIN PLAN AND PROFILE DRAWINGS 2+86.45 (7.69 R) 43 . WEIT MAIN CROSSING 11.00'I. -50'L FOR ACTUAL LOCATION,DEPTH,fTC CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE (� 3+68.93 (5.50 R) 43.50'L PROVISIONS TO ACCOMMODATE CROSSING.(:DNFIIC.15. VIER MAIN CR ING S 11.00' -FIELD LOK GASKETS USED AS RESTRAINTS AT VERTICAL 4+43.05 (5.50 R) (SEWER MAIN CR INC 71.00'L 43.50 L BEND SECTIONS 5+19.80 (5.50 R) (SEWER MAIN OSSINC 11.00'L 43.50'L -T.O.P.-TOP OF PIPE 5+99.63 (5.50 R) 43.50'L -A.B.-ARROW BOLT (SEWER MAIN CROSSING I1.00-L 6.84.90 (3+53 R) SEWER M/JH 0'L 41.97'L CROSSING 11.0 7+39.50 (5.50 R) R M7UN CROSSING 11.DE,L 43-50'L 8+05.30 (5.50 R) (SEWER MNN CROSSING t1.00'L 43.50'L PHASa II witovEhimm 4750 4748 cQ - O 4740 _ z - - - ilNl',:11(:BADE_ co O asB CQ COVER I--1 47]D --_ 1 CM$TNIG GROUND r -_-- R MAIN �I w51ALl 664.09 l f.64 Dlo.BI.P.C'-5! WAS $l0. H Cvm4- 2+6000 ... I rn - EXTRA DEPTH(VARIABLE)REQUIRED TO V1 MAINTAIN Ml 18'VERTICAL SLPARADON -- -- r � � • r � • QL Q ago oll C to01 W p- N Fq��.o:VIrc $5� rc� - ma�'Xza a � r rs ;g O t'mdk' 4710 - - .� N°x°.� Hum No „z c"'U^mrcg` g,,, -'^U� Nok'mo 1o,1'a au• ga _��;�c<+ ta.' '�'�'bo O F•--1 IT ; w + < DATUM dR m�3?�u �? _1'nmiv'�?I"i1? g t`nI �lO-' rn ?u mlvl?� v13 inNl'n_ was 470500 V 1 F� ROJECT: 03- 0+00 0+50 1+DO 1+50 2+00 2+50 3+GO 3+50 4r DO 4150 5+00 5+50 6+DO 6+50 7+00 7+50 8+00 8+50 9+DO QEMERALD AWWNG: 03- DRIVE PROFILE VIEW - WATER TAB: PG28(ED ED-AUGNMENT, Sta. -0+40.67 - END SCALE: HORIZONTAL 1'-SO' �} YETI: 0.3-5E VERTICAL: I.-5' a T. 28 Extended all 4 Services 29'and left existing curstops in place Lengthened 2 water services 30'and left existing curb stops in place as as coupler couplers W Sta.1+69.49(11.41 L)) a.4+2.96(11.69 L) W St°.4+4298 71 L St 7+24.06(12.00 L) (r to 11+05.27(12.00 L) t Ste.1+41.93(11.38 L) MAT-.- te.13+06.53, 12` TORM DRAIN ) St*'7+58.56(1 00 L) I. WER MAIN CROSSING. 12'STORM DRAIN MA7CHLINE St°.6 .7},MD. 12"STORM DRAIN rr 2I INSTALL 10`CRO55 W/T. 1720551 G.MAINTAIN ^�I ) MATCHLINE St°.1 OQ78,AS. M NTMN Min. 8" TI AL SEPARATION. CROSSING. MAINTAIN Min. Q INSTALL 10"CROSS W NG. MAINTAIN I CONNECT TO B•WA MAIN. MF.1 "VERTICAL Ca/NECT TO B'WATER M Min.18`VERTICAL INSTALL 10• W/T.B. ) 18'VERTICAL SEPARATION. EPARATION. hl SEPARATION. CONNECT TO 8' ATER MAIN. I I� MAiCHUNE Ste(.18+0 2�11 RL .1 Ai�- vARuel� NSTALL 10•a+oss W/T.B. ) to.4+67.46(It 74 L) '.00'Mh. 1 `STORM A CROSSING. CONNECT 8'WA 11 W O St..7+84.57(12 L) M!Ok TA BALL10'GATE AND .16 _ I TA L 10' A VALVE AND VALVE BO%.W FE1D LOKs OI NST VALVE VERTI L ATIOR1. VAT 10'" WATER LINE � Ste.1t+49.64!11+50.0o A e cc 0" �.� 0• T (I2oo L) INSTALL(2)10` 4S'VERTICAL BENDS )10' ECKED BY. OF 15" PVC -+ - -1- DRAWING DATE: JUNE 30,2006 PVC- - Z1�� PVC- MATCHLINE Ste. /1+50.00,PG12. ENSION DATE: Sept.13,2006 SEWER MAIN�- WATER SERVICE(TIP.) STALL 11{6.50 LF.10' Ste.7+00.00!7+02.29(12,00 L) •St:.10+60.00 l.10+61 38• I I t^ O.I.P.CL51 WATER M INSTALL(2 IO'43'VERTICAL I W St°.4+07.48(11.67 L) BENDS W/T.B. 45' W E A LUG JOINTS A w,� INSTALL 10'GATE V VA Box LANs T.OA,ElEV.-4 33.35 St°.7+10.56(12-00 L) 59 Lf RESTRAWMENT TO THE SOUTH WITH y[�a BEGIN FS WATER MAIN IMPROVEMENTS. INSTALL 10'CA E VALVE AND VA X W/MEGA LUC JOINTS AND FIELD La(GASKETS a a Sta. -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. i i REM VE EXISTING (11.23 L) 4.�.MvYAAT10N ��ON �LINE RE RED RESTRAIN SOUTH AND 15 tF NORTH. REFER TO SEWER MAIN PLAN AND PROFILE DRA WIGS REMOVE EIOSTINC CAP AND BLOW OFF, BETWEEN ALVES 1+87-1i07 St°. 7+97+76!8+00.00(12.00 L) Ste.10+Bt.61 (12.00 L) FOR ACTUAL LOCATION,DEPTH,ETC. 'b o n CONNECT TO EXISTING 10'WATER LINE. •� I; CA VE AN I VALVE BOX W B. FIELD LOKS INSTALL(2)10"45'VERTICAL INSTALL 10`GATE V -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE FERGUSON AVENUE P AN VIEW - WATER BENDS W/MEGA LUG AND AND VALVE SON T C MMO lE CR$SING G N O5. ; REWIRED RESTRAIN d6 F NORTH T.O.P. _USED [`W AND 15 LF SOUTH. 38 FIELD VERTICAL BEND USEDNFOR REQUIRED RESTRAINTS (' FS-ALIGNMENT, Sta. -1+58.58 - 11+50.00 -FIELD LOK GASKETS IN EVERY JOINT FROM 6+82-8+36. �. N P• Killed and Killed and �� 1 - o Removed Removed Killed and Removed Sta,11+50 St.1 1+68 �{ Killed and IV 45•SEND FIELD Lac GASKET E1$ 333', FERGUSON AVENUE WATER MAIN(St.O+Do.DO-s+so.00) Removed FERGUSON AVENUE WATER MAIN(Ste.S+SD.DO-11+30.00) b$B SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS ET 1 [ 10,DIP1?d STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE MEQALUCS LOK 5Y a 2+23.51 (12.DO L) 1`WATER SERVICE 41.00'L 5+88.42 (12.00 L) 1'WATER SERVICE 41.Od LI-WATER SL GL ` 50 2+25.01 (12.D0 L) G 1 SEWER 1MAIN CROSSIN1.00'R 85. R 5+89.92 (12.00 L) WER MAIN CROSSING 11.00.R 65.00'R 10'DIP 2+98.97 (12,00 L) 1"WATER SERVICE -4F:BB=•F- 38.00 L 6+69.50 (12.00 L) 1`WATER SERVICE 41.00'L A St.11+41.82 2+8547 (12.00 L) (SEWER UN CROSSING ELOO'R B. 6+71.00 (12.00 L) SEWER MAIN CROS NG 11.00'R 65.00'R 10'GATE VALVE 3+70.25 (12.00 L) 1`WATER SERVICE 41.00'L 8+27.77 (12.00 L) 1`WATER SERVICE 41.00'L MEGALUOS!FIELD LOK 3+71.75 (12.00 SE L) RMAINROSSING 11.00' 65.DO'R 9+08,00 (12.00 L) t"WATER SERVICE 41.00'L GASKETS AT JaN75 5+07.45 (12.00 L) 1"WATER SERVICE R 41.00'L 9+81.01 (12.00 L) 1"WATER SERVICE 41.00'L 5+08.85 (12.00 L) R MAINN CR NG 11. R 65.00'R 10+49.30 (12.00 L) 1'WATER SERVICE 41.00'L PHASE u IMPROVEMENTS 4780 - O 4755 Z �I ll g co c w i 4750 , _ FINISt1 GRADE: - O '--t co c z II Q 4746 I - tt�-� - -- - - - < Q � U., F l E S NG D I S �y m -t- - - - 1145.50 LF-T `Oi°.-D_I:P l l , 8.5 Nin. -- CLS1 WA �I COVER >ER MAIN � �NIn z I Fi St. 7+0000-8+00.00 727 - N EXTRA DEPTH 4740 r---- _ "VERTICAL REWIRED MAINTAIN Min.16"VERTICAL SEPARATION I � � )•!1 F-j r ''0a60.Do-'11+5000' N _ _ - l lEXTRA DEPTH(.37')REWIRED TOr, )-j ej < In - L 1 1MAINTAIN Min.Is-VERTIC SIPA(RA 4735 - - - .. 4'c8'IRSl1LATI0N BOARD PLACED ON WATER - - - - - - - - - - 0 3 BETNEIDV VALVES 1+87-4+07 S •��to �' �D N E-1 W 4730 _ pp> - - z i g J z b +_ pip g �S pit e1 U� K .- a� o �g� + o ��5� g<>d �� 8Ng �� <;C+ E-R C!l it �n�e _N�' 3g3 zz�=i o$ k'� O Cn 4723 -� uQ�cZ ry mo m{ K �, a0 n0°!�Z .N ♦9� D� na2< m0 3� �p aO U f-ti V _o d�o � .� ♦ 'b' M ' mI rm �o'a ZY +' g 3 ^ !* � .:. �+- 8 o < +p'�0 F +!3yzF+ _^ .+ af. -rcz°' ty 'aw> Izppppa a.°•c,<� ° qq WS WW[[]] 4¢P Ynz DATUM 6LII. e: ►. SN3 Vl- FINIn=sV) N ,7i3mVrc'� H�> ...3 U is In2 N >'f4 177Q p'o r�^1 ar ^+Y ^y+ v1. <r ♦Y iY a,4 v� HH -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 `..5r 6-o 6 7+DO 7+50 8+00 8+50 9+DO 9+50 10+00 10+50 11+00 11+50 ~ r_, PROJECT: 03-588 O FERGUSON AVENUE PROFILE VIEW - WATER 1r/+^ly DRAWING 03-5e11 PHASE II AD FS-ALIGNMENT, Sta. -1+58.58 - 11+50.00 TAB: PG31(FS) SCALE: HORIZONTAL 1'-50' '-5' LAYER: 03-588 PROFILE WTR VERTICAL: 1 a SHEET: 31 OF 42 Extended 2 services 30'west,curb stops remain as couplers w '-At.13+94.70(12.00 L) 8' Y1ER MAIN CROSSING. - MAI N Min.18• T1CAL SEPARATION. VIA- It St (12.00 L10'>tb'TEE AND Sto.19+10.37 1MATCHLINE 70 13+09.29,TAD. H1d.ASSEMBLY (ZOO L)St. .70(12.00 L) INSTALL 10'CROSS W/T.B.« 00•LETT W/T.B. LOKS INSTALL for GATE VALVE AND VALVE BOX W/T.B. 1 12•S N CROSSING. CONNECT TO 8'WATER WAN. 'V YANTAW Yfi.I. TICK ARATION. Sta.19+03.27(12.00 L) �rl Stc.14+29.68 12.00 L) INSTALL 820.38 LF.10'Dla. VARIABLE 12'STORM DRAIN .: D.I.P.CL51 WATER MAIN (2.00'MI ) CROSSNG. MAINTAIN Mil (f)1 8(12.00 AND VALVE BOX WIT.B.! LZ , MATCHLINE Sta.13+09.1,OS. .. .-. .. INSTALL 10'TEE W/T.B.! LOKS AWN CC � O 10'WATER MAIN.- � CONNECT T --� � __._- __ O END FS WATER MAIN IMPRO T5. ECKEO BY: OF MATCHLINE Sto.11+50.00,PG]t. �• Sta.19+70.38(12.00 L 12!IW 1J+aa O 0• 1r15IALL 14 LAC EGlJLGS 2 R STR� HFla.O L01(GASTCET -__--_-- _- RAVANG DATE: DUNE 30,2008 1 1Nm ) +� :_ ------ VC „ _.________ _ - -----_ _----- EVISION DATE: Sept.13,2006 - 21' PVC - _ 21' VC - &L .,- ----- ------------------- - ----------- ------ 15.00' 441 SST 13+70.20(1200 L) WATER SERM (T1p.) 90,00'R/W �1 INST 10'GATE VALVE Sta.18+9850(12.00 L) y AN VALVE Box W/T.B. o P. 16'STORY DRAIN CROSSING. T.O.P.ELEV.4778.81 MAINTAIN Yin.18'VERTICAL SEPARATION. ' bn OFERGUSON AVENUE PLAN VIEW - WATER FS-ALIGNMENT, Sta. 11+50.00 - 23+50.00 SCALE: 1' 50' g FERGUSON AVENUE WATER MAIN(Sta.11+50,00-END) SUMMARY OF COPPER WATER SERVICES AS FOLLOWS o Sta.12+73.80 Sta.12+77.20 STATION CIL OFFSET DESCRIPTION LINEAL FOOTAGE 10'COUPLER 10'COUPLER 11+72.31 (12.00 L) 1'WATER SERVICE 41.00'L clo 11+78.60 (12.00 L) SEWER MAIN CROSSING 11.00'R 65.00'R Ci o 0x0 10•DIP 12+55.38 (12.00 L) 1'WATER SERVICE 41.00'L F6 12+57.67 (12.00 L) 65.00'R -Q'� (SEWER MAIN AI CROSSING 11.00'R -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. 13+26.11 12.00 L 1'WATER SERVICE 41.00'L REFER TO SEWER MAIN PLAN AND PROFILE DRAWINGS ( ) FOR ACTUAL LOCATION,DEPTH,ETC. 13+31.90 (12.00 L) 65.00'R -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE w FlEID LOK$ FIFIn LOKS SEWER MAIN CROSSING 11.00'R PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 14+7I.34 (12.00 L) A 65.00'R _PROVISIONS 7T1P OF PIPE SEVER MAIN CROSSING 11.00'R 15 -57 (12.00 L) 65.00'R -A.B.•ARROW BOLT $EWER MAIN CROSSING 11.00'R 18+18.57 (1200 L) SEWER MAIN CROSSING 11.00'R 65.00'R 18+91.57 (1200 L) (SEWER MAIN CROSSING 11.00'R 65.00'R i7t71.57 (12.00 L) M NA CROSSING 11.00'R B5.00'R 18+51.57 (1200 L) SEWER MAIN GROS NG 11.00'R 85.00 R PN=U DEP VRMZ IM 47Q .� o IQ 473`, z 4i30 - _ ExI�R G R� -- -- O a I co I�IN57AL1.820.38 N• 'mot d4 m Is 41715 W FL' E- 4710 wit 8.s E-4705 O 6 0��33a no> diio 3OOX Op t<.k�� +; Boa O I•--4 3 0 De97JY ICfe v�? i rak no ro+ rv00 Fri 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16.50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 ~i PROJECT! 03-588 OFERGUSON AVENUE PROFILE VIEW - WATER W AWING: 03-588 PHASE It A6 FS-ALIGNMENT, Sta. 11+50.00 - 23+50.00 TAB: PG32(FS) SCALE: HORIZONTAL 1'- 50 VERTICAL: 1'=5' LAYER: 03-588 PROFILE WIN a SHEET: 32 OF 42 Sta.13+20.03(9.f3 L) B'SEWER MAIN DEVIATION CROSSING. M f�� Sto.13+OQ83(1205 L) YNNTAIN Min.9'VERTICAL i HUNE Sta.1+69.49,FS f Sto.13+29.25 B 14 L RONTO 10'CROSS.INSTALL ( ) 27X' D 10'%B'REDUCER WEST 15'STORM DRAIN GROSSING. VARIABLE ND111LD AND 10'z6'REDUCER AINTNN Min.18' RRTII AL SEPARATION. 'V (2.00'Mln.) NSTALL 855. LF.6'Dlo. EAST W/T.B.ON ALL. Sta.13 1'1 (5.50 L) D.I.P.CL5 WATER MAIN I NSTALL 8'11Y4•BEND /T. FEtO LOKS 11.°° I Sto.12+93.01(5.50 L .� sto.13+65.15(5.50 L) STALL 8'22)S'BEND W/T I NSTALL 8'GATE'VA 16+49 ._ .. - ._ .�•:' tE` _ I_. St.. (5.50 L) • �� : INSTALL 2'Std.BLOW OFF ASSEMBLY W/T.B. MATCHUNE Sla B+ `ao 8+W T e+W END JA WATER MAIN IMP ENTS. RA BY: CC 9+50.00,PC33. - -1 1- - Sta.49+49:00(5.50 L 19 ns - �- karsi, B"S _ �S I INSTALL e'CN W/T. ECKED BY: OF . lr I t _ ..) )RAWING DATE: JUNE 30,2006 -•MN ..- WSTALL 8 z8 12+70 6 SO L) f _ t1`. 11.00 ' ... _ - - •{ I I' EVISION DATE: Sept. 13,2006 30.00' to.14+15.83(S.9 L St 17+7.00(5.50 L) 60.00 R/W WATER SERN (T STORM GRAB! BOSSING. IN TALL B z6 TEE AND16 FIRE NYJ V M1d. LY 13.00'LEFT W i MAINTAW Min.1 'VERTICAL SEPARATI ASSEMBLY 13.00r LEFT Sto.12+75.14(5. l I - T.OA. 4747.90 Sta.17 81.00(5.50 L NSTALL 8'GATE VAL AND VALVE�%W/T. F1EL0 T INSTALL B' ATE VALVE AND VALVE BO%W/T. LDKs I I I { W V Sta.16EUEV- +05.50(5.50 L w MATCHUNE St.1+63.02,SA CONNECT TO 8 TEE. r- 1 Sta 13+10.63 JADE AVENUE PLAN VIEW - WATER REDtOxr Sta.13*12a3 JA-ALIGNMENT, Sta. 9+50.00 - END o 8'11.25'BEND SCALE: 1'= SO' Sta 13+05.83 e o W v !Y 225'BEND -I 1• I- -2- 3 8'DIP 10'CROSS 10'DIP 8'DP JADE AVENUE WATER MAIN(Sta.9+50.00-15+00.00) JADE AVENUE WATER MAIN(St..15+00.00-END) SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS_y-I c STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION C/L OFFSET DESCRIPTION LINEAL FOOTAGE Q� 9+58.20 (12.00 L) R MAIN CROSSING/1.00'R {J.50'R 15+37.60 (12.00 L) 1'WATER SERVICE J2.50'LM n Sta.13+07.83 9+68.96 (12.00 L) 1'WATER SERVICE 3250'L 15+73.84 (12.00 L) (SEWER MAIN CROSSING E.00'R 43.50'R C1Qm ��c 10'K9'REDUCER -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. c B LOKS (12.00 L) 1'WATER SERVICE 32.50•L 15+94.55 (12.00 L) 1'WATER SERVICE 32.50'L REFER TO SEWER MAIN PLAN AND PROFILE DRAWINGS 1Wil1 T.B.!FED 10+28.96 LOK NOT1 WATER FOR ACTUAL LOCATION,DEPTH.ETC. o' 10+41.79 (12.00 L) SEWER MAIN CROSSING 11.00'R 43.50 R 16+44.55 (1200 L) 1'WATER SERVICE 3250•L -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE 1M5 PHASE PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. 10+98.79 (12.00 L) 1'WATER SERVICE 32.50'L 16+52.76 (12.00 L) SEWER MAIN CROSSING 11.00•R 43.50'R -T.O.P..TOP OF PIPE c 11+27.93 -A.B.-ARROW BOLT u (12.00 L) 1'WATER SERVICE 43.50'R 18+94.55 (12.00 L) 1'WATER SERVICE 32.50'L 12t20.82 (12.00 L) 1'WATER SERVICE 13.50'R 17+33.26 (12.00 L) SEWER MAIN CR ING 11.00'R 43.50'R 14+11.63 (12.00 L) SEWER MAIN CROSSIN ,1.00•R 43.50'R 17+50.49 (12.00 L) 1'WATER SERVICE 32.50'L NSTALLID WITH SADDLE TN 4+91.94 (12.00 L) SEWER'MAIN CROSSING 11.00'R 43.50'R $AIIXXE TAP NOT THIS CONTRACT PHaff a nIPaOvg OM ILI - - I } pq < -- N < tl U y � R J 4760 to < _ - ) 1 t - S O 4755 - IF7-I - A 4780 . a - CO FINISH GRADE O O St..'11+20,00 12+76,14 8 ------- - - I-t ~L 44 O d E%1RA DEPTH(VARIABLE) �` "j WA MAIN _ ___ �1 Q O REQUIRED TO MAINTAIN Min. III �7t10 CL51 _r _ _ CQ rd� 4745 POSITIVE GRADE + i LF e'Dio.D t P. _ - M VL 3 5 l f �1 CU FQ-1+1 O y l[� q o r A + F , . III r yL lygl ��j CIS co 4740 cn o 6 7 r « �w• �, U1 � W 4735 Tr m• 'ro o�., m - �� of � � N yQ� qp� I - - � ; r=, E 1-I-1 �•4 �-+ Q F 4730 ^+1 W . MA 4725 _ - - n(•' n z5 -o��d oa r �rm ri ,ri Fui�m m�R�y E- 0 oe; n rmno� s O=n`nrc " oN a o a V�o. °oam30 + 1n V! U . •+fig« rQ+ 1x +din nh rn O nZr on SU~i QN4 0 on won /� OA7VY 6lev ui?.- m3 niT<nlo3�'"r'��n3 n3Cims rn� ?r V,7 vlz W"z U F�4 4mv..00 m no n N sri 9+50 10+00 10+50 11+00 11150 12,00 1^4 SD 11-01 13+50 14+00 14+50 15+00 15+50 16+DO 16+50 17+DO 17+50 18+00 H-4 Q JADE AVENUE PROFILE VIEW - WATER DRAWING: 03-588 TW DRAWING 03-568 PHASE II AB JA-ALIGNMENT, Sta. 9+50.00 - END vi TAB: PG34(JA) SCALE: HORIZONTAL: 1'-50' Q� VERTICAL I. -5• LAYER: 03-588 PROFILE WTR .n.1 EET: 34 OF 42 Sta.6+73.50(5.50 L) Q 15•STORM DRAIN CROSSING n . MAINTAIN M .IS*VERTICAL SEPARATION. I I to.6+65.44(5.50 L) I r Sta.7+10.44(5.50 L)�,&N.EIEV.4740.71 I 1 � 8•SEINE M DEVIATION CROSSING. C9 INSTALL 8•GATE VALVE ANq VALVE BOX W/T.B. IRKS MAINTAIN Mn. O.S�RTICAL SEPARATION. ( li St..7+13.44(5.50 L) VARI Min Sto.6+53.73(5.50 L) (YI 12'STORM DRAW CR (2-W'Min.) �. ' [11DO, I I MATGKINE Sla.4+4296.FS VEItTIGAL ARA710N. INSTALL(2)6'x10•REDUCERS carwECT ro 10•cross. 17 (5.50 L) wN e: cc MAINTAIN Mn.18• Stm 0+04.89(5.50 L) .. ., ..., .._ Sto.BLOW OFF ASSEMBLY W/T.B. ECKED BY: DF St..11 - INSTALL 2 16'SEWER MAW CROSSING. 1 - - -- ---� -- _.-._.. - MAINTAIN Mn.18"VERTICAL SEPARATION. .i - 8� 8 - �- - 8 W 1- 8�w Sta.44h94r73(5.50 L)11 92.73N� RAWING DATE: .UNE 30.2D06 - - 8"S - 8" j CAP W/f9MEGALUOS BEGIN MD WATER MAW ILIPROVEMENTS. DATE: Sept.13, INSTALL 8 sw. MATCHLINE Sta 9+79.59.AD. .. _.-�--r- - - --L_ - . pp -! EVISION DA 2006 TO 6•TEE. - 1 INSTALL Co"8•IIX*BEND W/7.B. 31.00• 30.00' f INSTALL T200.92 LF.e•Ola. I I Sta.6+15.{3(5.50 L) '� Sta.7+20.79(5.50 Lti' ll AB, 475241 Sta.11+21.73(5.50 L) 80.00' /W D.I.P.CL51 WATER MAIN TAl}6•ae•TEE AND 8'FIR I 8•SEWER MAIN OEVIA INSTALL 8•><'TEE AND 6• RE Hyd. w X SEMBLY 13.00' MAINTAIN Mn.8•VERA BL3.00'lE W/T.B.Sta.0+48.80 G+50.00(5+50 ) EW 8' R AIN INSTALL(2)8.45-VERTICAL S W/MEGA LUG JOw AND T. .EIEVr 47 . Sta.11+26.7 (5.50 L)REW9ED TIES AIN75 29 LF WES AND 13 LF EAST. WATER SERVICE(TyP.) T.O.P. 4 74 Sta.6+20.43(5.50 L) . INSTA 8'GALE VAI. AND VALVE /T.B. i INSTALL E lE VEANDVINS LL 8*Il 50 LV) . . LINE 1t+3123.06. L) INSTALL Y GA VALVE AND VALVE BO%W/T.B. MATCfIJNE St..4+{3.06,SA. CONNECT TO 8•CROSS. l s Sto.2+77.61(5.50 L) INSTALL 8•ab'TEE AND 6•FIRE Hy4.ASSEMBLY 13.00'LEFT W/1.8. O MOONSTONE DRIVE PLAN VIEW - WATER 3 Sto.2+82.61(5.50 L) MD-ALIGNMENT, Sta. -0+30.21 - END INSTALL 5'GATE VALVE AND VALVE BOX W/T.B. a �m m i A 6+5293 g 5ta 6+59.23 MOONSTONE DRIVE WATER MAIN(Sta.0+W.00-3+00.00) _ MOONSTONE DRIVE WATER MAIN(Sta.3+00.00-8+82.00) MOONSTONE DRIVE WATER MAIN(Sta.8+82.00-END) ON E R[DUCEft 10•rm•REDUCER SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS o W1TN MEGALUGS m c II STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION C/L OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE 4 5.5'--I 0+57.13 (5.50 L) 1'WATER SERVICE 32.50'L 3+02.61 (5.50 L) 1'WATER SERVICE 3250'L 8+8&00 (5.50 L) I'WATER SERVICE 32.50•L -SEWER MAIN SHOWN FOR REFERENCE /"Ij• 6•DIP for CR065 10.Op 8•pP 0+69.72 (5.50 L) 43.50'R 3+26.83 (5.50 L) 1 A 43.50'R 9+30.05 (5.50 L) 43.50'R PURPOSES ONLY. REFER TO SEWER MAIN 8F@i SEWER MAIN CROSSING 11.00'R u�' SEWER MAIN CROSSING 11.00'R SEWER MAIN CROSSING 11.00'R PLAN AND PROFILE DRAWINGS FOR 1+1261 (5.50 L) 1'WATER SERVICE 32.50'L 3+66.61 (5.50 L) 1'WATER SERVICE 32.50 L 9+62.98 (5.50 L) i'WATER SERVICE 32.50'L ACTUAL LOCATION.DEPTH,ETC. NOT -CONTRACTOR TO PROVIDE SEWER AND MEGAWGS MEGAWGS CONSTRUCTED 1+35.57 (5.50 L) R MAIN CROSSING 11.DO'R 43.5d R Fo '� 3+78.14 (5.50 L) SEWER MAIN CROSSIN 11.00'R 43.50'R 9+88.05 (5.50 L) SEWER MAIN CROSSING 1T.00'R 43.50'R WATER SERVICE PROVISIONS TO THIS PHASE z ACCOMMODATE CROSSING CONVICTS ` iEID LOKS g 1+8281 (5.90 L) 1'WATER SERVICE 32.50'L 4+42.94 (5.50 L) 1 WATER SERVICE 43.50'R 10+38.05 (5.50 L) 1 A VI 43.50'R SEWER MAIN CROSSING 11. R -T.0.P.-TOP OF PIPE FIELD LOKS 1+99.87 (5.50 L) SE R MAIN GIROS NG 11.00'ATER SERVICE R 43.50'R 4+44.76 (5.50 L) 1'WATER SERVICE 3250'L 1D+84.02 (5.50 L) i•WATER SERVICE 32.50'L -AB.-ARROW BOLT 2+17.61 (5.50 L) I'WATER SERVICE 32.50'L 6+81.41 (5.50 L) SEWER iMAIN CROSSIN TER RVIC11.00'R 43.50'R 10+94.59 (5.50 L) MAIN CROSSIN 11. R 43.50'R 2+68.40 1 (5.50 L) WER MAW CR SSWC 11. 'R 43.50'R NOT THIS CONTRACT PHASE u WROVEMEdTT3 -� 4765 J CV l 4755 I 4750 - - W O W •--1 O 0-4 CQ cn1••1 �I rQ�li 4745 _.- oO S +' �0-0+50.00 ` COVER EXII tA (1.39')REWIRED TO 1 4 Fit �`5 T 1 VERTICAL SEPARATION WATER MAIN0-4 4740 INSTALL 11W.92 LF.8'Dia.D.I.P. L51 W - - _ 1-� cn QI r Zr^ V1 z `�y z w H �na4 �NW N N ' G4735 Nail IT ; ; m Q E. c- %---F- --- aj ; W Ul in. W m Rj w {730 (�. � � a a 53 0 < � S 1-� � p � �J U I I z � a 3Y.. F,•i Q E- X, a F c Q�Ja -O� J��+. i^ �q Yu,, a� �¢-- spa5!} z Wi � 5 .+w o� ,on>3 om ,9iwwi n> itOiwJOiY01+.o t5� Nto�� o>0��5��++$ n6tlo'�,R n+� �O < I/T, SIC.: ui k'� =�N Nz'm �zm Vi ��mv» uim '; C'-�•1' 4725 a d xo.41 F' ,�k' hk!'^ zs c- umi��a- ."m�mi� nc�m a moo;c�n mNp��v'o,rs mavocaz3l �e;no�`.�•aQ Nm � � '"-' p 88 m m ow4� k'O a.+NJ �x + +zG +moo+� O > O�L�M� e N<' • �oob 3 Ini o<nN Znw W J O H'1 VS 4 y O' v� t 6,O- d~ DATUM Myur?$in Fin #�ulN inr� in?Tii"ra vlm ?'r'vl?d in N? WdIn +v +v Y+ av +v a♦ a♦ +♦ +v di vY + 0-1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 00 5+50 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 04 ll<)JECT: 03-588 OMOONSTONE DRIVE PROFILE VIEW - WATER 'w RANNG: 03-588 PHASE 11A13 MD-ALIGNMENT, Sta. -0+30.21 - END vi AB: PG35(MD) SCALE: HORIZONTAL: I'_50' Q� VERTICAL: 1•-5' LAYER: o3-5B8 PROFILE wTR �( EET: 35 OF 42 St.13+21.21(30.00 R) LQP.F1EV�472236 St..L.00 R) St.18+09.22(30.p0 R) 8'SEWER MART CROSSNG,MAINTAIN Min.18'VERTICAL SEPARATION. INSTALL 10'GATE VALVE ANW/T. FIELD LOKS MATCHUNE Sta.0+00.0INSTALL 10'TEE W/T. k FIF1D LOKS END OS WATER MAIN IMPRSto.13+70.65(J0.00 R) AAL ELEV-4732.85 Sta.10 R) CONNECT T 10'X 8' 66 Slo.19+8239(24.50 L) LO.P.EIEV-4726,88 NSTALL 10'r<8'lEE AND 6'FIRE N ASSEMBLY 19.00'RICNT W T.B!EELD l.OKS INSTALL 10'x8'TEEH REMOVE EXISTING CAP AND BLOW OFF. CONNECT TO BEGIN OS WATER MAIN IMPRO TENTS. I I Yd• yd.Sla + 921(300R) ASSEMBLY 1 /T. LONS EXISTING 10'WATER LINE FROM OAK SPRIN 89117G1 MATCHUNE Sta.19+40.38,FS. I I ta.13+75.85(J0.00 R)T.O.P.ElEV�472t35 INSTALL 10'GATE VALVE AND VALVE BOX .AEOA TALL 10 GATE VALVE AND VALVE BOX w/T.e k FTE1O lAKS XPLORATORY %CAVAl10N RE0U9TED. Io+oo I+ue IHOd I I I4+ao Iewo 1s.ao 14.ao �.a +u.00 4o+ro � I I � Sta.19+81.39(24.50 L) 71 INSTALL 10'9P BEND W .!MECALANS A STRFFT R" B: CC .. _ _ _ , St 2 o.19+80.7(30.00 R CHECKED BY: OF .- ..., INSTALL 10 90'BEND W/T. !MEamAm )) 32'�. RAWING DATE: JUKE 30,2006 INSTALL 676.06 LF,10'Ols (� Sto.I9+35.22(30.00 R) -- - - -- (� 36'><58.5'ARCP CULVERT CROSSING. VISION DATE: Sept.13,2006 _ in.18'VERTICAL SEPARATNXI. INSTA 4-z-14 4 Sta.1912"STORM RM k8',TWO LAYERS 00 R) INSULATION BETWEEN WATER MAIN AND L RT �.: I I q 1. STORM DRAIN CROSSING. MAINTAIN Min. 4'HOPE NISULATION BOARD 61STMIm 19+58- V ml Q 1'VERTICAL SEPARATION. TWO LAYERS I I to.11Y1CO�iI�PlE72R MIST., 1WTH MEGALUGS �1 �vtm�q W <m V�'1 n y a :DOS-AUGNMENT, OAK STREET PLAN VIEW - WATER Sta. 10+00.00 - END a SCALE: t'-50' t7 No m m$ o NOTE g SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. c REFER TO SEWER MAIN PLAN AND PROFILE DRAWINGS p; FOR ACTUAL LOCATION,DEPTH,ETC. -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. T.O.P.-TOP OF PPE T�.1 AIL-ARROW BOLT NOT Tm CGffaill P -- PHASE 11 DWROVEMRNTS 4745 - - - - - __ _ - - 7 0 0 r 4740 N O �g nt w w O 4735 Z A Sto 13+75.65 1 +79.62 _ Sta.19.10.00-19+82.39 coO W 473D -- - E A DEPTH(VARIABLE) -- - IRA DEPTH(VARIABLE)REp11RED TO REQUIRED TO MAINTAIN Min. POSITIVE CRAOE 8.5 Mn. MAINTAIN Min.18'VERTICAL SEPARATION 0-�4 a COVER D. TURE CONNECTION NEEDS O V 1 ~ EXISTING GROUND (7. IMiL1GP COVER- FROM �.,L �7y O ELEVATION) CQ F~i O O -4. .+-- I IISTALL 676.06 L.F. 10'Di..D.I.P.CL51 WATER MAIN 4726 O IL _. 4d A + Z C, F I 4716 m - .l._1- 1 - - -' - - - m la __ _ y g. � W N x a o 4710 - o is u mG Kr¢K5"¢ K3a oW , Krca<.a; tt3 3- r� o m\ 8 oU H�So S��g k' nrQi ; n'za Yk' oE- RQ o 4705N�"'rc m OV m NZ UIZ�NZyI -! 3:2 Z,,/IZO O Ili X6 4ft/Y 4717aW09 Y n,� �$ ♦ O Op H1 10+00 10+50 11+00 11+50 12+00 12+50 13.GO 13.50 14+00 14+50 15+00 15,50 16+00 16+50 17+00 17+50 18+00 18+50 19,0c So 20+00 ~ r_,PROJECT: 03-588 O OAK STREET PROFILE VIEW - WATER W DRAWING. 03-MB PHASE II AS OS-ALIGNMENT, Sta. 10+00.00 - END H++ S TAB: PG36(OS) SCALE: HORIZON IA' : i'= SO' d VERTICAL: I. -5' 7 LAYER: 03-588 PROFILE WTR SHEET: 36 OF 42 Sta.8+32.377((7.L) to. 12.31(7.00 L) '� MAT E 5}�¢F.11+81.61,R. � MAINTAIN Min.18"VERDC ARATKTN. I 0 I I IN5T 2)B�Y11Y--REOIICIRS- CONNECT TO 10"CROSS. Sta.8+74.31(7.00 L) 47441E I �':iil Sta.0+29.93(7. L) INSTALL 8•Ai'TEE AND 6• yd ASSEMBLY 11.50'LEFT W/T.B. V� Sto.7+ .00j 7+51.38(7.00 L) INSTALL 8'GATE ALVE Sta.3+J0.24(7.00 L) INSTALL 1255.{ LF.8 DW. INSTAL 2 8.45'VONnCAI NOS Sta.O+O{.89(7.00 L) 1 AND VALVE BOX .B. (2•�, „-) () /MEGA LUG JOINTS 5T 8'GALE VALVE IRED RESTRAINTS 29 LFi AND 13 LF NORTH. Sta.9+02.86 7.00 L)S.SEWER MAIN DEVIATION CROSSING. I, t 12 ANO VALVE BO%W/T.B. - 1112"STORM DRAIN CR t MAINTAIN Min.14.5"VERTICAL SEPARATION. D.I.P.CLSI WATER MAIN AND MAINTAIN Min.16"VER SEP AnON. BEGIN RE WATER MAIN IMPROVEMENTSIli _ _ _ I I a AWN Y: C - ECKED BY: OF Sio.-0+08.4/ 7.00 L - - -- - - - - - MATCHUNE St..2+83.00,AD. CONNECT TO 8"TEE. - - - .. INSTALL 8"Ott*BEND W/T.B. -I r _ 8 W 8*W -+'� -- - -�_ RAINING DATE: JUNE 30,2006 -- $ 5 -- - - - ti L.11 -- _ _ - - - A I E Sta._- -' TCHLN EVISION DATE $apt.13 2006 12+50.00,PC39. 1 �11 Sto.0+34.J6(7.00 L) J1.00 �f�I � `-, - I \- Sta.9+28.82 h 9+30 00(7.DO L) STALL 8"n6"TEE AND 3Q•00 I I Sta.3+IJ.21 7.00 L) E%ISnNG 21' WER AIN INSTALL(2)8-45'VERTICAL BENDS W/MEGA LUG JOINTS AND• 1'I FIRE Hyd.ASSEMBLY 60.00 R/W 8"SEMER MAIN INSTALL 8•r8'TEE AND 6'FIRE Hy4 (/) REWIRED RESTRAINTS 29 LF NORTH AND 13 LF SOUTH. CV o LOK I'I 1.50'LFFi W/T.B. ATER SERVICE(T1p-) ASSOABLY NI 0.S'H1O.E%TENTION T.0.P.ElE11m 30.,�yy St. 7+79.J0 f`ylA 11.50'LEFT WT.B. INSTALL B"GATE VALVE AND VALVE W _ A.B.ElEV-{742.82 St..11+71.70(7.00 L) 'I �IjrI INSTALL 8'r6'TEE AN!6'FIRE Hyd.ASSEMBLY 11.50'LEFT W/T.B t LOKS !•�� I TALL -ELEV-GAT 47328E AND 11+79.70(7.0o L) • I, �� INSTALL 8 GATE VALVE AND VALVE BOX W/T.B !FEND LOKS i T.O.P.EEEV-4730,13 Sta.8+69.31(7.00 L) e o [r; INSTALL 8•GATE VALVE AND VALVE BOX W/T.B !FIELD LOTS ORL-ALIGNMENT, RENOVA LANE PLAN VIEW - WATER (nSta9+30ta58Sta. 8+12.31 Sta. -0+30.23 - 12+50.00 8"45'BEND FTF1D LOK GASKET ' SCALE: 1"-50' 43 m +28 R LOKS Sta.8+11 RENOVA LANE WATER MAIN(Stm 0+00.00-2+81.00) RENOVA LANE WATER MAIN(Sta.2+81.00-5+50.00) RENOVA LANE WATER MAIN(Sta.5+50.00-END) 8'S45'9BEN0 6"OIP e'DIP 44 f0'xB"REDUCER Sta.5+09 E SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS K.� 10'zB'REDUCER STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE I-18- Sto.H+18 �m c -tp 8 DIP fIELD LOK GASKET -25'-I 0+61.10 (7.00 l) 1'WATER SERVICE 31.00'L E22 (7.00 L) 1'WATER SERVICE 45.00'R NOT 5+95.12 (7.00 L) 1ATEVII� 43.50'Ry" CONSTRUCTED SEWER MAIN CROSSING 12.50'R 8"DIP 10.DIP 10•[BOSS 10'DIP 8"pP 0+82.54 (7.00 L) 1 W VI 4J.50'R (7.00 L) 1 VI 43.50'R 7H5 6+01.77 7.00 L) 1"WATER SERVICE 31.00'L Sta.9+10 MECALUGS SEWER MAIN CROSSING 1 .50'R SEWER MAIN CROSSING 12.50'R ( St. +10 FIELD LOKS 1+22.25 (7.00 L) 1'WATER SERVICE 31.00'L I� (7.00 L) 1'WATER SERVICE 31.00'L 10+69.83 (7.00 L) 1"WATER SERVICE 31.00'L GASKET t�ORUSTCKS i1FJ.D LOKS YEGAWGS 1+60.68 (7.D0 L) 1 43.50'R S (7.00 L) 1"WATER SERVICE 31.00'L11+39.83 (7.00 L) 1•WATER SERVICE 31.00'L NOT SEWER MAIN CROSSING 1 .50' tca+STRUQTE 1+72.23 (7.00 L) 1'WATER SERVICE 31.00'L (7.00 L) 43.50'R 2+09.83 (7.00 L) 1'WATER SERVICE 31.t 0'LTHIS PHASE SEWER MAIN WA CROSSING 12.50'R 2+21.88 (7.00 L) 43.50SERVI •R (7.00 L) 1'WATER SERVICE 31.00'L 12+79.51 (7.00 L) 1"WATER SERVICE 31,D0'L U-� (SEWER MAIN OSSING i .50'R -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. 2+23.18 (7.00 L) 1'WATER SERVICE 31.00'L (7.00 L) (SEWERMAIN CROSSING 12.50'R . ' 13+49.51 (7.00 L) 1'WATER SERVICE 31.00•L REFER TO SEWER MAIN PLAN AND PROFILE DRAVANGS FOR ACTUAL LOCATION,DEPTH,ETC. 2+80.25 (7.00 L) 1"WATER SERVICE 31.00'L (7.00 L) 1"WATER SERVICE 31.00'L 14+33.84 (7.Do L) 1"WATER SERVICE 31.00'1 -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. T.O.P.-TOP OF PIPE r - A.B.-ARROW BOLT 4760 111 1 l-1-r jT �- 4755 - __ _NOT THIS CO ACti PIL n tr>osovstl�NTs + O o 47WLO m0 z + co a .�470 -4 o I-• 4740 - - - -" II - ------ -- C o z Sta.3 {.2 4+60.00 I � - __ E%TRA DEPM-1�3 Y)Rh:OUI Eo TO ( R + la.16+90.Ob t{+74- I•� F-•1 �4 --- I , IRA DEPTH(VARIABLE) ,MAINTAIN Min.18'VERTICAL GFT�ARATION-_ EXTRA DEPTH(VARIABLE) I I I� F+ 4735 - - I REQUIRED TO MAINTAIN MM.POSITIVE OR I EXISTING GROUND i _RE 1 ED,TO MAINTAIN Min.POSITIVE GRADE - - V 1 -- NS 1256.41 .F, -_I-�_ 1 __ �/� r/•t �j r, -4 R AIN --- W 7 d g G� r l 3 N IT W� r � ' • Q E-I x c� w o W a H z w o Ro o 1725 a °a � p 3 0•5 u3 � �F� ,� NF � m �� gFC ; 23 } ', �94 8 7Mgli n� 4720 w mi��z ` + .{ - _ N6 � ri p I'•<�_n NO n� m<m +z�'qo Hm r ai m 1'(yav ois5 V�+hm'Fcim m �•K'z n r nm'S' z FN+1 a I.,Uu o+ o< 'nds��o ns+; � m aiz.m+t 3`� �to .z.ai o F-1 DATVY dhI. N� N 41Ni N?<1�/�< 1��a Nz Z Y?Q 41Zt 477A 00 ^ Y + e a a a M-i 0+00 0+50 1+G0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 s+SO F+0^ 6a',o ?+00 7+50 8+00 8+50 9+00 9+50 10+GO 10+50 11+00 11+50 12+DO 12+50 ~I PROJECT: 03-588 ORENOVA LANE PROFILE VIEW - WATER 'W DRAWING: 03-588 PHASE II AS RL-ALIGNMENT, Sta. -0+30.23 - 12+50.00 TAB: PG38(RL) SCALE: HORIZONTAL: 1'-50' VERTICAL: t' 5• LAYER: 03-588 PROFILE WIN �r[SHEET. 38 OF 42 END SA WATERslo.MAIN IMPOVEMES. o- 6y+E391�6l7(sNT.so L) IF*, 1 StC-1+52.w(s.SO L ' WITH TNROSTa F SEWER MAIN CROSSING.MAINTAI 1 In.18'VERTICAL SEPARATION I + WATER NCE(TIP) 1 INSTALL.B'G VA VE SEE SER CE CHART,PGJB. INOF T.O.P.ELEV�4747.8! STALL 628.07 LF.8 Db. T.O.P.QEy.1 AND VA 0 _ St..1+87.10 5.50 L .LP.0.31 WATER MAIN _ VARIABLE ( ) .B. 474.4051a.9+77.8 (2.00'YIn.) WISTALL 297.96 LF.8'Dia. RL WATER MAIN IMPROVEMENTS I _ INSTALL B'GATE VA VE I VARIABIE INSTALL 8'x6'TEE AND2 50 D.I.P51WATERMAIN ta.15+39(7.00 L) (2.00.M�) ASSEMBLY 5.9 I/T RACC SMriSKir96{F96t� ' ATE VALVE MI7H MECNAIGS .: -� _ _ I: AND VAL I iNSiALi-�-BAP•-Wff$ OVER EXISTING CAP AND BLOW OFF 8' WATER (_)NE •-- _-._ -�-'"-Q1i1 HE BY: OF C1ED TO EXISTING B GATE VALVE - - -. - _ _ _ �J �\ T- RA WING DATE DUNE 30,2006 8 W _ 8�w / -- N ERS A INUE 1 SA ,I.aa - H I I n _ _ ENSIGN DATE: Sept.13.2006 s rre ta �+ Sta.15+06.96(7.00 L) Eta 1+27 09(550 L) Sla 1+83.02(5.58 L) �'a 4ATCFILINE Slo. %ISTING 21' WER MAIN MATCHLINE Sla.8.64.11,ED. INSTALL 8'GATE VAL MATCHLINE Sta.18 DS.SO,JA 33.00 V FELD LONE INSTALL 8'CROSS V/7.8. f�.�' 12+50.00,PC38. 31.00' INSTALL 8'7EE W/T.B.t LOOS B0.00'R/W / v 1� CONNECT TO 6'W TER MAIN 30.00' CONNECT TO 8'WATER MAIN. I I T.O.P.F1E11- 743.225ta.4+07.15(5.50 T.0.P. 4742.98 / 60.00'R/W INSTALL I8'72214 BEND /4;0 NSTALL 8'GATE VALVE AND VALVE BOX W/T.. S Sla.4+67.14(5.50 L) 9,p'.�yyAAp_116 MAIN NSTALL 8'GATE VAL _•/ �. F•+ BEGIN SA WATER MAIN IMPROVEMENTS. Sta.4+32.05(5.50 L) AND VALVE BOX W/T.. LOKS Si $ Sta.14+82.05(7.0D L) Sta.0+03.76(11.56 L) T.DP.EIEV-4740.33 / 8' MAIN EEMA ON CROSSING. 8'GATE VALVE WITH IIEOALUIi REMOVE EXISTING CAP AND BLOW OFF. MAIM MN.11'VERTCAL SEPARATION. St..5+45.16(5.50 L) K o CONNECT TO EXISTING B'WATER LINE INSTALL 8'2 I INSTALLS*GATE VALVE AND VALVE BOX W/7.8. Sta.4+43.06(5.50 L) W/7. FiIID LGIf$' A / ATCHLINE Slo.11+51.23,SA I I INSTALL 8'CROSS W/T.. FIELD LOKS CONNECT T 8'WATER MAI ORENOVA LANE PLAN VIEW - WATER O SANDERS AVENUE PLAN VIEW - WATER RL-ALIGNMENT, Stu. 12+50.00 - END SA-ALIGNMENT, Sta. -0+78.39 - END o_ SCALE: 1'-50' SCALE: 1'-50' $m 8 �o± �0. NOTE o -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. V REFER ACTUAL SA ER MAIN PLAN AND PROFlLE DRAWINGS FOR ACTUAL LOCATION,DTPTH,ETC. -CONTRACTOR PROVIDE SEWER AND WATER SERVICE PROVISIONS TOO SEWER ACCOMMODATE CROSSING CONFLICTS. - TW._TOP OF PPE - AJL-A1810W BOLT -- PRM II IMPROVEMENTS PHASE H IMPROVEMENTS 4770 4755 CQ 4750 - - N A W Z 4745 e� I I 6.5'MiA. I� I--1 N z �-i C) 1111 VIER W 47w - 4750 II a + 0 E- a Z -- II IN 628..m I O F. . _ z 1-- _ - - - - - 8 Oro � � � I � 1--1 CL31 WA I ~ Q TF77 co o4735 I TA 97_ . .-. i 51 R.MAIN. O Fr CQ I - -- ---------------'---------JJI tl tl tl � - _. M } tl - - a w Z of m - O oo ZZ p IA gu-w m y9� m O N _ - m - �_ - _ [w, >1 h�-1 W 3> qp Lp1 ' ` I�-1 4725 -- --- - _. 's 4735 - '��m u _� d G i _ _ _ _ _ � o: C �ai >- -s N V i to ' /may rc Mf Q da;oz r� 3 ,L m c o 'er m< ro 3 F:< rc l O F+i j_q Si 8 �a i 3 i >Ym m Ni 1 NCR R'.� N Z 4720 - - - > 47l0 - w FcY'xi`- a�.m gin ra^ N� d0 n�' vi q ,na s F+i d >S8 LWo K %owe N oU• o��s' .2 $ 4qQ a o � z �1 !�j x+, Y,m oua�im N+ z O `4 O O • .� d NZ V i Z f G LL oNFd . 3c0H a � Z wITT 141 MwDA71 SlW / d ur?3 sc� /77aW 47H000 '^ cn of Oa aY Yr 12,50 13i D0 13+50 150 1S+OD 15+50 -0+50 0+00 0+50 1+00 1150 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 5+50 OF�PROJECT: 03-588 r RENOVA LANE PROFILE VIEW - WATER ®SANDERS AVENUE PROFILE VIEW - WATER 1r/+^.l1 RAWING: 03-588PHASE11A8 RL-ALIGNMENT, Stu. 12+50.00 - END SA-ALIGNMENT, Stu. -0+78.39 - END AB: PG39(RL A SA) SCALE: HORIZONTAL: 1'-50' VERTICAL 1'-5' SCALE: HORIZONTAL VVERRTIICAL L:1 1`i5 50 LAYER: 03-E88 PROFILE WTR �(SHEET: 39 OF 42 I � END TAD WATER MAIN IMPROVEMENTS Sto. 19+39.32(5.50 L) Sta.13+21.29(5.50 L) UirM St.. 35(5.50 L) I MAT CNUNE Slo.5+16.20,ED. 8'SEWER MAIN CROSSING. MAINTAIN DRAIN CROSSING. MARIT I INSTALL 989.3 LF.B'Oh. CONNECT TO B'TEE. Mln.18'VERTIC ATON. RR AL S PARADON.Ste.13+09.29(5.50 L) VARIABLEMATCHLINE Sto.14+OS.7).F'S. > (2.00'Min.)INSTALL 8'e/0'REDUCERS. a11.DO ON T 10' ) V, 8•.WF=== Ph IS - 8*W \ 1 ECKED BY: OF MATCHLINE Sta.9+50.00,PG40. H S AW1HG DATE: JUKE 30,2006 REVISION DAIS: Sept.13,2006 47 3000 I I ��F �LL. (s.50 L) s V .. 6'C0'R/W NEW e'SEWER MAIN AAA EIEW{ to.12+71.28(5.50 TEEANDIEE AND 8'FIRE Hyo.A Y14.00'LEFT W/T. LOKS Sto.13+89.29(5.50 L) Sla.16+65,69(550 L) ASSMFVlE17�4 41 to.12+76.28(5.5012'STORM DRAINALL e'><6'TEE AND WATER SERVI (Typ.) W/T. t IRKS. INSTALL 8 GATE VE VALVE BOX W/T.. FIELD AINTAIN Mn.18 VERB A flRE H Y (� z 14. w Sto.19+4.62(5.50 L) Ste.13+G6.29(5.50 L) I INSTALL�'GATE VAL INSTALL 8'G ��, AND VAL BOX W/T, t FIEID LOKS`I W�5 r AP.F1ET1�4719.85AND 1 + .• ,` qy I LOP. Div- VAL w .9. TALL 8'GATE VALVE AND VALVE BOX W/T.. FE1D LOKS n, '.(�. 1 o•' II .. • �4,a'n S. Ste. TANZANITE DRIVE PLAN VIEW - WATER RE nuK1sT BLoac q 10.�.REDUCER 0)TAD-ALIGNMENT, Sta. 9+50.00 - END V� MEGAL1His SCALE: 1'-50' o 10' tallEDt I 1.5•-I TANZANITE DRIVE WATER MAIN(St.9+50.00-17+00.00) 7ARZAt4TE DRIVE WATER MAIN(St..17+00.00-END) 8'DP 10'DIP 10'CROSS 10'DIP 8'DIP SUIMIARY OF COPPER WATER SERVICES AS FOLLOWS SUMMARY OF COPPER WATER SERVICES AS FOLLOWS $'° I3+M STATION CA OFFSET DESCRIPTION LINEAL FOOTAGE STATION CA OFFSET DESCRIPTON LINEAL FOOTAGE �� ^ -SEWER MAIN SHOWN FOR REFERENCE PURPOSES ONLY. tlzo Y to 10+19.04 (5.50 L) A 43.50'R 17+05.61 (5.50 L) 43.50'R YEGALUOS Ff1O LOKS MEGALUGS NOT WER MAIN CROS NG 1.00'R SEWER MAIN CROSSING 11.00'R REFER TO SEWER MAIN PLAN AND PROFILE DRAWINGS g lfMS P11117! 10+95.55 (5.50 L) SEWER MAIN CROSANC 11.W'R 43.50 R 17+fi6.32 (5.50 L) 1'WATER SERVICE 32.50'L FOR ACTUAL LOCATION,DEPTH,ETC. $� THRUST BLOCK 4 VI -CONTRACTOR TO PROVIDE SEWER AND WATER SERVICE O 15+65.33 (5.50 L) 1'WATER SERVICE 32.50'L 17+75.35 (5,50 L) SEVER MAM CROSSING 11. 'R CE 43'50 R PROVISIONS TO ACCOMMODATE CROSSING CONFLICTS. WAT�q 4J.50'R 1B+41.83 (2.20 L) 1 WA 40.92'R T'�• TOP PIE 15+66.33 (5.50 L) SEWER MAIN CROSSING 1 00'R (SEWER MAIN CROSSNG 11.00 - A.B.-ARROW BOLT 16+32.32 (5.50 L) 1'WATER SERVICE 32.50'L 18+63.37 (4.31 L) 1'WATER SERVICE 33.79'L 16+35.51 (5.50 L) RMCE43.50'R 18+89.76 (5.50 L) WA 4J.50'R A EWER MAIN CROSSING I7. R SEWER MAIN CROSSING 11.W'R 18+99.32 (5.50 L) 1'WATER SERVICE 32.50'L NOT THIS CONTRACT PH ° IVEME TS 4750 - - - -- T - --- - - -�� - �y_+ vg�+� n2 4/45 I 6Ri Im+ -_ _ • F--1 z co 4735 EXTRA DEPn1(VAPIABLE) V1 ~ REQUIRED TO MAINTAIN Min. -- B.5'Min. - POSITIVE GRADE- 1� O COVER �„�, ~t na^y 4730 INSTATE CIe 969.32 L.F.8'Dlo.O.I.P.GL51 WA All - _ 1•--1 W z I--� z A - Z U, v) z z ----- --TH --------------- ----- --- ----T_ > m ddd Q x W d _ _ I�-j, 4715 rc p 3�. R� LL d w Q F-a N I Z . ------------- H O z 4770 ___ Nm; cm.�+ m�ou m�F n in aim e; . I ry ry< - w o-Ig ON~ w�a 000' O h^N o 9 _8 Fes) N2a .2 d u1 ? u1m3 u1m9 Ng<u1r y12� Za n g _.�- N�F1 w YU DATUM Glee 4706..00 o V 11• m O �O n,,Pj m .•� `� ! .a�. �.n n �1 rvn rvf h � ^n onn �� o ry an HI H1 9+50 10+DO 10+50 11+00 11+50 12+00 12+`,n 15+00 17+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 ROJECT: 03-588 OTANZANITE DRIVE PROFILE VIEW - WATER W AWING: 03-588 PHASE II AB TAD-ALIGNMENT, Sta. 9+50.00 - END -=TAB: PG41(TAD) :;cA.h_ riURIZ Orin: t' `0 x LAYER: 03-568 PROFILE WTR - a SHEET: 41 OF 42 r� DRA V CHECKED BY: OF • 1� DRAWING DATE: JUNE 30.2006 CA 75'(LOCAL STREETS)O REVISION DATE: Sept.13,2006 100•(COLLOCTOR STREETS) I 150'(ARTERIAL STREETS) III VARIABLE STOP SIGN WITH _---- ------- 4—WAY PLACARD. STOP SIGN WITH sx T 5 4—WAY PLACARD (REDUCE CROWN TO 1.5%FOR THROUGH INTERSECTIONS) y .Crt, orb . V SECTION A—A w�o � - - o �s CONCRETE ISLAND . . . . . . . . �w INSTALLED WITH _ DURSTON ROAD STOP SIGN uINO 3.OR 3.0% $�3 LANE . . . . . . . . . . .. 06 ——— STOP SIGN WITH 8 STOP SIGN WITH 4—WAY PLACARD. �2 4—WAY PLACARD VAARII BLE 1R _ AN$InON I 1.5% 1.5% CQ A of A ti _ TYPICAL INTIVRSEC'TINC STI?P T_ AS-BUILT 1.5% 1.5% 100'TRANSITION FROM O - TYPICAL CROWN 5%CROWN(T Typ.) (� lJ 1 -- — O • VARIIABLE ! ' •Z •< L TRAM TION ✓' � `.'•Vx Fi F-I INSTALL NEW STOP N R-25.00' SIGN AND STREET W W a Q (Ttp.) IDENTIFICATION AS PER C.O.B.Std, V INSTALL NEW STOP �( O 1--1 CAP INTERIOR _- - D09810ETAIN1 ! �i SIGN Std.DETAIL W/CONCRETE(T)P.) ^ N0.09810-1. FORCE TURN BARRIER NOTES 26.15 -USE MONTANA DEPARTMENT R 1,00' DROP CURB AT OF TRANSPIRATION MEDIAN • CROSS WALK(Typ.) ___.'"- - _ T' r, w A gel CONCRETE CURBS DETAIL Drp. ppRli CURB YELLOW DES R AD 3�0% 3�R 1'4 Fy pq No.609-10 TYPE'B'- FOR FULL PERIMETER Ir•�1, FUTURE MAT.FOR CURBING. 2.0 y. F O -CAP INTERIOR PATH M-4000 I 6.0, R.39.50' CONCRETE A MINIMUM OF THREE (3)INCHES THICK. 5.5' _ .,---- •--. -T-- - W r�1' - - _ IN3TAL1 NEW STOP INSTALL NEW STOP PLAN VIEW FLEXIBLE 0.5' SIGN Std.DETAIL SIGN Std.DETAIL r l � a DELINEATOR R 1"DU. No.09810-1. No.09810-1. (Ty.) CENTERLINE W R= 1.00' PAINT CURB I , YELLOW 30'PAST ROADWAY INTERSECTION TRANSITION DETAIL Q PIK RAMP(Typ.) 51;«:I > INTERSECTING �/� 2,�ROADWAYV1~J O NOTES REFER TO CITY OF B02EMAN Std.DRAWING O • •'n•• a /02581-2 FOR TYPICAL PAVEMENT MARKINGS. U INTERSECTION IMPROVEMENTS DETAIL Q INTERSECTION OF DURSTON Rd. AND FERGUSON Ave. S,A'-F. M1TS PROJECT: 03-588 WDRAWING 03-588 PHASE II AB FORCE TURN BARRIER DETAIL TAB: PG42(DETAILS) SCALE: NTS LAYER: 03-588 PROFILE DETAILS a SHEET: 42 OF 42