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HomeMy WebLinkAboutGallatin Park Subdivision DAVID J. ' RECORD z NVI GALLATIN PARK SUBDIVISION SCHEDULE OF DRAWINGS o oAaIo9 E, 200' 300' / �NO. 1-� yy� '��70rss€tt eyp�s PLAN ° , I ,'; � 0� BOZEMAN, MONTANA 1./G�iRPTIVn S C A L E Y �/ < 1 COVER SHEET U .00 --- -- - -- -- -- -- ---- - -- -- ---- - - - yr -- ---- - -- -- -- -- -- - / cT�— GRADING PLAN I I �Ul _2 0i N. UAL) PRESSURE REDUCING VALVE VAULT DETAILS 3 In - --- I Z 4 GALLATIN PARK DRIVE STORM DRAIN DETAILS LEGEND --------� �-------- bE1, EXISTIN I I g STREET PAVING AND DETAILS 01ol 6 BLOCK 2 AND BLOCK 3 WATER gR'l I W o — CURB k GAINER I i �Iol �U' C)J �— INLET k NET APRON I 1 i 7 GALLATIN PARK DRIVE WATER MIol Ias V Y _ CULVERT IOr —SD— —SD15~ SORHDRNN I I I Nays 8 GALLATIN PARK DRIVE WATER of o I GALLATIN PARK DRIVE SANITARY SEWER OIoI I,I • O MANHOLE I 1 I 9 0Ln 11/ GALLATIN PARK DRIVE SANITARY SEWER O ©S— —S- swRAR sEwER I I10 W W— WATER MAIN GALLATIN PARK DRIVE SANITARY SEWER « S I I I -/ CITY OF BOZEMAN DATUM 11 LJ awp C3 FIRE HYDRANT of U U U VALVES HYDRANT N0. 650 12 OPEN SPACE SANITARY SEWER w w w W FQF_ A °a CURB - NW CORNER OF N. 7TH AND MANDEVILLE Y- cuRB srov GALLATIN PARK DRIVE STREET PAVING a of LL - EL 40728T05 OP OF BONNET 13 010101 aaw —G— GAS MAIN I -✓ rnlol I I - GALLATIN PARK DRIVE STREET PAVING �� �NJ "--"E--- UNDERGROUND ELECTRIC - / HYDRANT AT NW CORNER OF 2430 NORTH 14 °'IN --"T--- UNDERGROUND TELEPHONE I -- �- v 7TH, TOP CENTER BOLT MARKED "X" 15 MANLEY ROAD WATER ---CN--- UNDERGROUND CABLE T.V. 1 m / - EL 4711.02 lODI - MANLEY ROAD WATER a a a —E OVERHEAD ELECTRIC � — 0 I / - 1 6 C]Q Q T— OVERHEAD TELEPHONE ---- ------- ' -- - I V_ —CTV— OVERHEAD CABLE T.v. -- MANLEY ROAD WATER----- T I ------ / /- 17 MI MI GUY WIRE A ANCHOR W I I -- // 18 MANLEY ROAD PAVING YI�I LIGHT(LIGHT POLE) 1 I - VICINITY MAP 1 m UTILITY POLE I i - 19 MANLEY ROAD PAVING r rl}I -ccNTERUNE NONI �' n MANLEY ROAD PAVING m m m .nn I.. - - r` WIRE FENCE I I --- - �� 20DRAWN BY: KEM 21 4 MANLEY ROAD TYPICAL SECTIONS DESIGNED BY: JCR BUILDING 1 // / \ _ UALITY CHECK: DJC F-I--F-F1 RAILROAD \ / - v 6 N 22 MANLEY ROAD TYPICAL SECTION &TELEPHONE RISER CROSS ATE: 02/22/99 O TELEPMwNE Hnl I \� \ �� � - - a SECTIONS TDH JOB NO. B9725 ® CABLE vRSER 23 TRANSITION STRIPING DETAILS TOC 54.60 < Sa.54 TO ss 23 SPOT ELEVATIONS -� /^ \\ PQ ' 24 PRESSURE REDUCING VALVE ELECTRICAL DETAILS ISO SECTION OR DETAIL DESIGNATION SYMBOL 8 GENERAL NOTES: A SECTION CORNER(POLING-:� -- \\ \ � � n \ \ 3 SHEET NUMBER WHERE \ \ e 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SECTION OR DETAIL „ SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL QUARTER CORNER(FOUNU� kT r \ t"' H a I IS SHOWN s EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. �- —3598— CONTOURf0.i] � �1 G s REE SIGN R /! r! \ 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY Z x DELINEATOR o ! THE UTILITY COMPANY. 0 VEGETATION �'pp0 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER AND SEWER LINES PRIOR cn Q rye FOR INSTALLATION DETAILS SEE THE FOLLOWING TO BEGINNING TRENCH EXCAVATION TO INSURE CROSSING CLEARANCE. 5� Q �� 1! CONSTRUCTION STANDARDS: 4. EXISTING FITTINGS SHOWN ARE BASED ON RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND m Z LLJ CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. D 0 = ........................................................02718-4 UTILITY CULVERT REQUIREMENT............................ 01235-A FIRE HYDRANT NORTH SEVENTH AVE. 5. THE CONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS AT ALL (/) TRAFFIC CONTROL................................................. 01570-4 HYDRANT BARRIER POST........................................02718-5 WATER LINE FITTINGS, VALVES AND FIRE HYDRANTS. Y MANHOLE ADJUSTMENT DETAIL..............................022131 cif_ - STANDARD BLOW-OFF HYDRANT............................02718-7 Q z LiWATER VALVE ADJUSTMENT DETAIL....................... 02213-2 6. THE CONTRACTOR SHALL STRIP EXISTING TOPSOIL FROM STREETS AND TYPICAL VALVE/TEE RESTRAINT..............................02718-8 STOCKPILE ON SITE, AS DIRECTED BY OWNER m Q > TYPICAL UTILITY TRENCH DETAILS..........................02221-1 WATER MAIN CROSSING..........................................02718-9 Z W O ASPHALT HEADER...................................................02500-03 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY WATER SERVICE......................................................02719-1 PERMITS, INCLUDING BUT NOT LIMITED TO STREET CUT PERMITS IN AB B R EVAT I 0 N S PIPE BEDDING ALTERNATE.....................................02221-2 STANDARD SQUARE STORM DRAIN INLET...............02721-2A AND MPDES STORM WATER DISCHARGE PERMITS 0 _J m AD ALGEBRAIC DIFFERENCE PC POINT OF CURVATURE INTEGRAL CONCRETE CURB & GUTTER.................02528-1 REINFORCED CONCRETE PIPE................................02721-4 8. ALL CULVERTS AMD DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHAII Q BVCE BEGIN VERTICAL CURVE ELEVATION PI POINT OF INTERSECTION 0-RING GASKET JOINT BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. BVCS BEGIN VERTICAL CURVE STATION PT POINT OF TANGENCY TYPE I STREET MONUMENT...................................02529-3 0 C. CENTERLINE PVC POINT OF VERTICAL CURVATURE SANITARY SEWER AND STORM DRAIN MANHOLE....02722-1 :MP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTERSECTION RESIDENTIAL DRIVEWAY APPROACH........................02529-10 C.O.B. CITY OF BOZEMAN RAID RADIUS INLET APRON PLAN................................................02529-12 STANDARD STRAIGHT MANHOLE..............................02722-2 NOTE: INSPECTION FIELD BOOKS 101 AND 103 CONC CONCRETE RCP REINFORCED CONCRETE PIPE D.I.P. DUCTILE IRON PIPE RT RIGHT CONCRETE APRON SECTIONS FOR CURB INLET....02529-13 PRECAST MANHOLE BASES....................................02722-4 DWG DRAWING R/W RIGHT OF WAY 48", 54", 60 72" RECORD DRAWINGS ELEV ELEVATION SHT SHEET THRUST BLOCKING FOR WATER MAIN FITTINGS.....02713-1 TYPICAL MANHOLE CHANNEL DETAILS...................02722-5 ELEC ELECTRICITY STA STATION WATER AND SEWER MAIN SEPARATION..................02713-2 AP ED NV INVERT STD STANDARD NOMOGRAPH FOR AIR TESTING SEWER MAINS..... 02722-8 � r/LeA _/ LT LEFT SVC SERVICE WATER & SEWER MAIN AND SERVICE...................02713-4 LF LINEAL FEET TOC TOP OF CURB LOCATION STANDARDS SANITARY SEWER CLEANOUT..................................02722-9 N E DATE MH MANHOLE TYP TYPICAL - #/N0. NUMBER W/ WITH THRUST BLOCKING FOR WATER MAIN VALVES.......02718-1 SANITARY SEWER SERVICE LINE.............................02724-1 TD& V..ArN DEAN & HOSIO NS, INC. CINEERINC CONSULTANTS HYDRANT LOCATION DETAIL....................................02718-3 SIGN INSTALLATION STANDARDS.............................09810-1 LS-ROZEMAN-KALISPELL MONTANA AD N0. 89726V1 WASHINGTON IDAHO SHEET 1 OF 24 PI ' l DAVID J. `pN0�8709 Eim_ o ONAL ` / I <zo I U ZOI Q� Zz0 NIrJ I � ZI ZI MANLEY ROAD mtd �Y Zm)A I O V)wl UI 2 Q z I I Awe d L w�I�I ml V-j z \ avwi N O < d 1 \\� o �� I �aW oz coo ul nK YI�I Ss9 ° rl}I}I CIDm m )R �K(e\ Q WN BY: EM h v f QUALITY CHECK: Y, JCR � z_ LITY DJC z \ \ \\\\\ �l� \ \ £ \ \I o r _ r LL DATE. 03/03/99 / m \ \ \\\\ \\ s�a 9gt ) I a �ry a I I / ,i 1 1 LL 7DH JOB NO. 89725 oci 10 k;p ��d w z \\\ rI af z r JJ' 00 O Cn O a- wzop wnOz n, Q � j y O w w NJ Q zaJ- < Z QQz 3 z_ W V)� < Zw3 z ~ O 0<0 sn LQ PUo �aY J _ m __I Q zwO ou o U` U H p w wza wF z n am �O�It j<w"p(�: 8�X.VaO�zm JamO RECORD z�z zow(nwaasa of z a PLAN J cna N C7 X� W V) Q AD N0. B9725V2.DWG SHEET 2 OF 24 ; ` MATERIALS LISTRECOR® 9RJ.N P,D'E t' - - - LAN GAF DF 8* PARK DRNE ROAD RECORD DRAWINGS �_"�=.•..�..;�1���`'�`� A 9 if OF 8'D.I.P.FL%PE 9 if OF 10'D.I.P.R X PE I APP E B 6'%I'TEE,R%FL 8'%8'TEE,FL X R C 6'GATE VALVE.R X FL 8'GATE VALVE.FL% D 6'PRESSURE REDUCING VALVE B'PRESSURE REDUCING VALVE T 1 QZQ 13'-6" NAM ������p� T DA— E 6'FLANGED COUPLING ADAPTOR 8'FLANGED COUPLING ADAPTOR V Qo= TH01.3'll•1N7, DEAN & HOSKR4S, INC. F 2'SCHD.40 GALV.BEND PIPE 3'SCHD.40 GALV.PIPE I 0O 6" 12'-6" 6" TD& ENGINEERING CONSULTANTS 0 2',9P BEND 3'.90•BEND rr^^ H 2'BALL VALVE 3'BALL VALVE I ��A E,�_ GREAT FALLS-BOZEMAN-KAUSPELL MONTANA V/[y (() S POKANE WASHINGTON, I 2'PRESSURE REDUCING VALVE 3'PRESSURE REDUCING VALVE L WISTON IDAH J 2'UNION 3'UNION K B'X 6-REDUCER,FL FL 10'X 8"REDUCER,F.X FL NI M L 4-X 2-D.I.THNFMED COMPANKIN FLANGE 6"X 3-0.1.DIRFAOEO C%IPANKNN FLANGE I (/) M 9 LF OF 8'D.LP.FL X PE 9 LF OF 10"D.I.P.R X PE ZI p 0 N Z-LOCK WALL GASKET Z-LOCK WALL GASKET I 131 xy�D 0 3/4 OW RDw PRESSURE RE000l0N VKVE 1'LOW ROW PRE66URE REOUC ON VALVE QI QI CI c In CONNECT TO FLANGE W/ P 3/4-BALL VALVE I'BALL VALVE I-11- (�O Q MEGAFLANGE SERIES 2100 �I�I V Y (EBAA IRON) 0 3/4-SCHD.40 GALV.PIPE 1'SC D.40 GALV.PIPE m1 ml`I V 7 �I �I �Q CONCRETE pl d.�I w THRUST BLOCK z UI UI I A W m 3-3"(H) X CONNECT TO 3'-3"(W) MEEGAFLANGE SERIES 2100 I I w V N O (EBAA IRON) W J Z I I P 0 P ECL)UUi1 Z�wo A ZI- K B C D E C B K N MT (EBAA IRON)MEGALUG STRAINING GLAND p p O w W0V) A N � �imii r maw 3ml� I I'rr�*' \ << PRESSURE GAUGE WITH I I I I I I MEGALUG SERIES i < DAMPENER & ISOLATION 3 �I�gl I 100 (EBAA) No. 4 REBAR, TH WAYS N iv L VALVE uI BO — ,i o _oRP STOP, PRESSURE SENSOR ON DOWNSTREAM SIDE, >-I>-I> z F ANLEY VAULT ONLY, SEE SHT NO. 24 m m m � < L a I RAWN BY: KEM L UMP —— — — — — — z O H J H F ESIGNED BY: JCR g DUALITY CHECK: GAH a G ATE: 05/8/99 TDH JOB NO. B9725 STRUCTURAL PLAN VIEW MECHANICAL PLAN VIEW EXISTING GROUND FRAME AND COVER SHALL BE IFCO 773 NOTE: VAULT SHALL BE WATERTIGHT. PRECAST REINCORCED CONCRETE MANHOLE RISER AND COVER MANUFACURED IN ACCORDANCE 6" FLAT SLAB COVER WITH ASTM 1 -it PRECAST RISER -tip of iD I' I. �'II IL - r' Q T 5 #4'S 0 12" O.C. N O 4'-0" 9" SEOCTIONSLLMANHOLE BRIINNG, & TOP Q LLJ m SECTION SHALL BE WATER-TIGHT. Z JOINTING MATERIAL SHALL BE "RAM-NEK" Q J OR EQUAL FOR ALL JOINTS EXCEPT R15 RIGID INSULATION #6'S 0 6" O.C. BETWEEN WATER PIPE AND VAULT ALL SIDES WALL. m Z 12" 2" STYROFOAM RIGID INSULATION S� Z4 #6'S EACH SIDE Q f L� � _ CAST IRON VAULT STEPS p 9,_0„ Z TI 1 16" O.0 Y U Q I N LI � � #4'S 0 12" O.C. - N 'll II' N Q Z D L -11 MANHOLE STEPS AT EACH WAY (CTR. IN WALL) MEGALUG RESTRAINING CLAN A - B C 161 IL M Q Q 16" CENTERS i1- (EBAA IRON) \ - _p � W \\ Z LLJ T1O 4" RIBBED, BULBTYPE _ _ N w N WATER STOP, TYPEEM Q O # DOWEL 0 12" O.C. - J m r 12"x2" SUMP SLOPE FLOOR �j Q 11 1 " TO SUMP N W a wv Elf #7'S 0 12" O.C. #5'S AT 12" O.C. D 6" UNDER SLAB GRAVEL CENTERED IN SLAB SECTION A ADJUSTABLE PIPE SADDLE BOLTED TO FLOOR, TYP. PLACE (3) UNDER 8"/10" PIPE SECTION B 3 PLACE (2) UNDER 2"/3" PIPE 3 0 2' 4' 6' I I I I I I I I I I I IZ h S C A L E S C A L E AD NO. B9725V3.DWG SHEET 3 OF 24 I � *•ON T•..�'*•, DAVID J. ' R/W R/W CRAWFORD t RECORD 11.5' 37.0' 11.5' 14.5 W" m 8709PE �yA F.L. AT G lF.L. AT GRATE 65.87 PLAN VAR FL 62.32 TOC 66.5 V Zo0 FL 62.13 FLARED END icy., a1-2 SECTION I� ZCO 1OZ- __ FL 62.0 �Er�10 a 15" RCP CLASS III 15" RC;R- wIN Cti 3 =0.5% S=0.5% 01 I w zl zl zl � QiQQ�Ix�� STA 4+ 14 CULVERT CROSS SECTION (l) �1 Y I_I�I K I I I AS 0 1 1 1 1 i 1i 1 �I �I�� �4 NOTE: ALL CURBS AND INLET GRATES WERE CONSTRUCTED SCALE 1" = 5', HORIZ. AND VERT. 0.5 FT LOWER THAN ELEVATIONS SHOWN c>IcJI w N o 1 i Aim J I I V Z �aw �wwwcc 0 OwwQO rn�\, 1�[�L�yI VI 0W ` 00-1 STORM DRAIN NOTES: lraw UNJ 1. THE INLET AT STA. 4+14 LT IS LOCATED IN AN ALL WEATHER ACCESS APPROACH. USE NEENAH GUTTER INLET FRAME AND GRATE R-3290A IN PLACE OF NEENAH R-3067 OR IFCO 515-7. REFER TO BOZEMAN STANDARD DRAWING NO. 02721-2A FOR SQUARE STORM DRAIN INLET DETAIL FOR ALL INLETS. 2. CONSTRUCT CONCRETE APRONS ACCORDING TO BOZEMAN STANDARD DRAWING Nos. 02529-12 AND 02529-13. THE FLOW LINE ELEVATIONS CALLED OUT AT THE Q a a GRATE ARE DEPRESSED 2.5" FROM NORMAL FLOW LINE ELEVATIONS PER STANDARD 00 DRAWING NO. 02529-13 gl gl�I wl wl�I YI YI-�I R/W R/W }I>_}I 24.5' 11.5' 37.0' 11.5' [D m m F.L. AT GRATE 65.32 F.L. AT GRATE 65.32 )RAWN BY: KEM TOC 65.98 FL 62.70 DESIGNED BY: JCR FLARED END FL 62.50 TOC 65.98 SECTION VpR1 )ATEITY CHECK: DJC a.1 TDH JOB NO. POND 15" RCP CLASS V 15" RCP CLASS V S=0.3% S=0.3% FL 62.6 STA 9+26 CULVERT CROSS SECTION 2 1 5' 10' 15, 4 11 1 1 1 I I z SCALE 1" = 5', HORIZ. AND VERT. O Q Cn Z w J C) Q > Q m z Q Q (/� O Y 11.5' R/W 11.5' 37.0' 11.5' R/W Y < Q z F.L. AT GRATE 74.081 F.L. AT GRATE 74.08 Q Q z 0 FLARLU END TOC 74.7 FL 71.60 TOC 74.7 z Iw J � SECTION pR1E N m < O 78" RCP CLASS IV 1=C-ASS J S=1.0% FL 70.73 CD STA 18+84 CULVERT CROSS SECTION 3 i 10' 15' 4 I I I I Vi I I SCALE 1" = 5% HORIZ. AND VERT. AD NO. B9725V4.DWG SHEET 4 OF 24 12'-0" RECORD � � * ,AVID J. z CRAWFORD zoox z.00x NO. 8709PE y ^r ' .. a ■ oaf J ��a ,'1Jp1..... i,.• rl 8" CRUSHED BASE GRAVEL z o + o y COURSE 1 1/2" MINUS a0 / COMPACTED SUBGRADE �wvWwi GALLATIN PARK DRIVE of �o N �/� �jVr Q�� LOT 7 LOT 2 Vf�j WETLANDS i p ozo 36" RCP 4+00 4+70.�42 PROPERTY LINE I I h� 2N TYPICAL ALL WEATHER ACCESS DETAIL 1 NOTE: REINFORCE WITH N0. 4 REBAR ® +00 2+00 _3+ _ 12" O.C. BOTH DIRECTIONS SIDES AND BOTTOA' / �I Inl prYyJ NO SCALE 5 - - - - - T - - - - / ."� o M A —�4" 2v� o Y o �V// SEE GRADING PLAN �I W a NOTE: SIDEWALK ALONG MANLEY ROAD SHALL BE 3" ASPHALT, 12" PVC tO LOT 8 N n j j FOR FLOW PATH �I, o ALL OTHERS 4000 PSI CONCRETE o ry Inm o LOT 3 DRAINA�E E S-MENT PROPERTY LINE 12" 60" mw ro / mIW Iti� 11t A— Z dz 1z �� oIml wni TO TOP OF CURB__ +J +z I SLOPE 1 4" PER FOOT OR CENTERLINE < J z I I I �l m POND 2 OUTLET DETAIL 6 o so' 100' 15c' N� N� o I I .xE, �. 11 I I �/� j t,J z 5 S C A L E wmB=� 2Qil v, ,,u. rzj�wz 0 POND 1 OUTLET PIPING PLAN VIEW O QY COMPACTED GRAVEL BASE al I I x wNJ �,la F� craw 4" MIN. THICKNESSy TYPICAL SIDEWALK DETAIL 2 FINISHED GRADE -Si 4670 NO ,CALL 5 ;-- _ ol� I <<< aaa 4665 n I I I 3:1 09 3:1 n I ----PLUNGE POOL YID "> 4660 Ig 60 L. OF LASS.III 36,X 22" 4RCH RCP 00 m m m z M. DRAWN BY KEM EXISTING GROUND a nDESIGNED BY: JCR NOTE: DEPRESS S L.F. OF BERM s II QUALITY CHECK: DJC POND 1 FOR OVERFLOW. PROTECT TOP AND 3' 36" RCP BOX 4655 �_ 1 o� o�' ATE: 2/25/9 OUTLET PIPE 38" x 24" R.C.P. FACE OF BERM W/ 7.8 CY OF 8' " CONCRETE cO-z—�- TDH JOB NO. B97-2 -------- _ WIDE CLASS I RIP RAP, 1.5' DEEP, 50' SEE OUTLti 60.32 EXTENDING 8' PAST TOE OF BERM DETAIL a 1+00 2+00 tO 1 m 3+00 a 5+00 iN PROVIDE 21 CY CLASS 1RAN rEL63.20 = 70 5 PER MD RIP STANDARD DELI POND 1 OUTLET PIPING PROFILE PER MDT STANDARD — — — — L=61.20 BOTTOM OF POND SPECIFICATIONS, 1995 ED g L.F. OF 12" PVC 02.2% PLUNGE POOL DETAIL 3 0605 — — — — — — — NO SCALE 5 \PROVIDE CLASS 1 COMPACTED GRAVEL BASE RECORD DRAWINGS RANDOM RIP RAP PER 4" MINIMUM THICKNESS APP VD MDT STANDARD SPECIFICATIONS, I 1995 Ff)ITION. 4' WIDF �tnlr �yl/,,.Oa� 9//�� Z cn cn I ELL x 24" THOMAS �D7!EAN 1IOSKINS, IIVC. O Q I�38 _I ELLIPTICAL RCP POND 2 OUTLET STRUCTURE 5 TD&� ENClNEER!!C CONSULTANTS NO SCALE CREAT FALLS-BOZEMAN-KALISPELL MONTANA \ w SPOKANE WASNINGTON I 5 LEWISTON IDAHO L I C) Q I m Q 8" < z z I I I (n O Q I ` I TJ NOTE: REINFORCE WITH N0. 4 REBAR ® Y L--- J 12" O.C. BOTH DIRECTIONS SIDES AND BOTTOM z 9 1/4" R/W LINE 60'-0" R/W LINE Q z _ a � � Q 1'-0" 5'-O" 5'-6"— 37'-0" 5'-6" 5'-0" 1'-0" Z :ii PROFILE GRADE = 2'-0" N 5, ^ CENTERLINE OF STREET Q Q w ELLIPTICAL RCP 1/4" PER 700% _y 1/4" PER FT. J m LLJ T -I ----- a P F— NOTE FOR CONCRETE /\ .� SIDEWALK LOCATIONS 61 75' •. I'• ____________ NEW CONCRETE CURB & GUTTER NOTE: TOP BACK OF CURB = FINISHED SEE DETAIL .. •' SEE STANDARD NO. 02528-1 CENTERLINE ELEVATION PLUS 0.08' .e 5 4" (2 LIFTS) ASPHALTIC CONCRETE SURFACE COURSE COMPACTED GRAVEL BASE FILTER FABRIC L6" CRUSHED BASE GRAVEL COURSE 1 1/2" MINUS 4" MIN THICKNESS (CONTECH C-70 NW OR APPROVED EQUAL) 14" SELECT UNCRUSHED GRAVEL COURSE - 3" MINUS POND 1 OUTLET STRUCTURE 4 TYPICAL STREET SECTION (GALLATIN PARK DRIVE ONLY 5 NO SCALE AD N0. 89725V5.DWG SHEET 5 OF 24 r�. »�0 N T A RECORD A� m J V I ��a of W �°"�,,,MA ex�-r am PLAN ZO 2 Q x�p� WATER SYSTEM NOTES U a°I E`ax Y I OQ 0°Ci i- 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION Z1 \\ BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND I I to:El +oii� I I 1 SF,\ WATER LINE CROSSING, EXCEPT AS NOTED I I I fti l LOT 5 ~\OO I I I 2. SEE PROFILES FOR CLASS OF PIPE AND FITTINGS. I I Q LOT 11 3 NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' OF N 1 I WW Eti BLOCK 3 \ bX \ COVER, BELOW FINISHED GRADE, EXCEPT WHERE I I Ln ^ I w BLOCK 2 \ ` \ NOTED OTHERWISE. Old \ \ zl zl 1�1 w o ^l1, z I z 3 x09 \\ 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" l 1 a o O 2+00 —- O co / ' - \ FROM OTHER WATER SERVICES, ALONG THE MAIN. �I Q F / 5. ALL WATER SERVICES ARE 1" IN SIZE AND PLACEDn? /s• / IN THE CENTER OF LOTS, UNLESS NOTED OTHERWISE. �I�I (Z n Eqs mx F�0- \ Q w ,y / 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, p�II I I 'r"z o M W I I No xo/1� / LOT >0\ \ CONCRETE THRUSTXILIARY VALVE B OCKD(SEE CONRAIN STL STDD UI UI I N V) LOT 9 I °d'j� 9/ Jw„� \\ NO. 02718-4) z I I I W m o1 f \ 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO I I ti In z>_ '•'p m \ CONST STD NO. 02718-3. j 1 1 1 Z UN QZti \ W O_Of X 3 > ^ 03 Y 0 // NaQ oOw Ox� \ 8 ALL VALVES TO INCLUDE THRUST BLOCKS ACCORDING TO �0� rtj 2�ZFO o \°rl°o Wm?Y mm / + o open uo0 0 50' 100' 150' O FQtn n +.� \ CONST STD NO. 02718-1. w w w Q �Y p3^J w" / �oN ��� vmW �� \ I I I I 9. ALL FITTINGS TO INCLUDE THRUST BLOCKS ool of W03 m ap �Oor �'~^am aoz� O� ¢3�n �w0 > +� L ml�I I ttaW m O N a a 0 O W m¢ O J Ci O c� S C A L E ACCORDING TO CONST STD N0. 02713-1 rnl\\I I a30 ax N �>w ±w NU--�n >> '>0 �z \VW I r70J = x r p ¢ = z O ¢ vi ¢ z ¢z 10.MAINTAIN A MINIMUM OF 11 FEET HORIZONTAL SEPARATION �'I N I W` N\~ ¢ Z \O HO _ ro W °D a= z w N O> ¢ a ~ BETWEEN CENTERLINE OF SEWER AND WATER LINES. Al -4 l �� ZO ^UpW NJ0 +�K �O q wl of z +w + NoJz pW0o v'wov' coo I ¢_ ¢moo v>3oo � o o in w a 3 :8 51 I YI YI I Z y1}1j mmm DRAWN BY: KEM 0 50' 100' 150' DESIGNED BY: JCR I I I I UALITY CHECK: DJC S C A L E DATE: 03/02/99 INSTALL 218 L.F. OFF 8*8+34 TO STA TDH JOR NO, B9725 NS CLASS 51 D.LP. TYPE A BACKFILL T NOTES: STA 1+00 TO STA 3+09 D.I.P. MAIN MJ TEE 1. MAINTAIN 10' MIN HORIZONTAL INSTALL 209 L.F. OF 8" 4670 CLASS 51 D.I.P. 4670 4675 w SEPARATION FROM DOMESTIC 4675 WATER SERVICE. 2. INSTALL 1" WIDE TEMPORARY CORPORATION TYPE A BACKFILL STOP ON SIDE OF TEE FOR CHLORINF. FLUSHING. RE LACE W/ PLUG AFTER EXISTING GROUND R/W R/W CHLORINATION. 4665 EXISTING GROUND 4665 4670 U 4670 0 ME RIM = 68.5 o z IN GROUND - f 4' D.I.P. O 4660 U 4660 4665 z n FINISHED GROUND 4665 \ 4 D.I.P. REFER TO C.O.B. STD DWG N0. 02713-1. FOR CONCRETE THRUST �_ Q Y N 1O PLUG BLOCK DETAILS > z U INV IN & INV OUT= I MJ TEE _ Q Q O 4655 0 4655 4660 4660 4 00 a.00 I PLUG m O W U O I _ _ I\ m Z ¢ > > J W c� >z 00 GP�� a j 3/4" MIN (BOTH SIDES) CORROSION RESISTANT ALL THREA.1 ^ N 0 a 5 �' CONCRETE THRUST RESTRAINING ROD, CONFORMING TO ASTM A242-81, Y Z 4650 + + ++ 46W 4655 + + '+ 4655 BLOCK (TYP) INSTALLED IN HALF THE AVAILABLE FLANGE BOLT [C Q j 50' UNDISTURBED HOLES (TYP) WHERE NECESSARY- CLAMPING LUGS Q Z o N w ,n 50' EARTH (TYP) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND Q (\) `� ? '�? CONFORMING TO ASTM 536-80 SHALL BE USED IN �o CONJUNCTION WITH THE RESTRAINING RODS. Z W e a a a a < a a a a N Y ~ U + + 2+50 2+00 1+50 1+00 n FIRE SERVICE TEE g m n n m+ m 9+00 9+50 10+00 10+50 NUT SEALED C Q —1 V C m BLOCK 3 WATERLINE PROFILE BLOCK 2 WATERLINE PROFILE AD NO. SHEET 6 OF 24 1 - —1 I \ I POND `� \ \ oNT�ti I I I I \ Y w Y cY w \ 85.35, 8" 45' BEND * 7t of r POND \ W/CONCRETE THRUST BLOCK DAVID J. = A ID J. RECORD I4 I �m3 \ \ \ I RD b'N0. 8709PE€nfe QJ j r d I I r d O O,� _ II I STA 10+77, 8' X 4" TEE RYSvI► <�a < o I a o�//�����J W/ CONCRETE THRUST BLOCK I ia� 35 L.F. OF 4" D.I.P. W/TEE "LA"LAN I I mt w m w� I I� m w J y I I SEE DETAIL 1 U\`\ ZZO I I LOT 11 LOT 10 LOT 9 O� LOT 8 LOT 7 M Ow LOT 6 e III QOQ t+,o + �o I I _a I 1 STA 10+23 1 1/2" SERVICE I I ZZo I I aU ¢ nw / I a nw / I I fI i � �� I N m ib LOT 12 I In I - B't K 1 i z GALLATIN PARK DRNE a I ! \ STA 9+63.41. 8" 45' BEND I L----------- - ------------- --------- -- -Q----J L------- -- CONCRETE z THRUST zl v w I n\ THRUST BLOCK �� ! x O I - — - - --- - 2 3 3 6 7 �I�I I V a mI -d - W W 8 W W \\ \ 0 50' 100' 150' ml ml I -- __..._ _ — - �i l of z �� \ I 1 SCALE > x w u \ Id I w \\\ \ � N rnUoo z------------- -------- ------ ----—- BLOCK- o OIl rnU lIl I ol o V m O .00" anl Qe w0 m a - - UUUFo o m w w w wQw °o Y r g a 0r ,3 N °wwz coo O QY- HUl II oNal t� r�� lIII w O� x r >z Oz n go 0N_c W = z `O<rxF 3o ov)j m -1 CA mw °x m Q 0 o w Z Uo + o �o 3i3 � a 0wo0 POND aa LOT 4 aw 1 LOT 5 LOT 7 LOT 6 I LOT 2 LOT 1 �i� I SEE SHEET N0. 6 LOT 3 I wlwl I YI YI J}I}I c r J l�l DRAWN BY: KEM DESIGNED BY: JCR DUALITY CHECK: DJC DATE: 04/30/99 STA 1+00 TO STA 11+00 DH JnB NO. B9725 INSTALL (13) 1" SERVICES AND (1) 1 1/2" SERVICE 4680 4680 TYPE A BACKFILL 4675 4675 STA 1NOTE: SEE SHEET 6 FOR NSTALL011000 LFA OF+8TO ST � WATER SYSTEM NOTES 4670 FINISHED GRADE D.I.P. CLASS 51 z 4670 z 50' n O w Q W 4665 EXISTING GROUND z 4665 > Q a in o - a ---- - - - - -- o ci m z N -- in Y 4660 n f-MAINTAIN 18" VERTICAL SEPARATION m MAINTAIN 18" O(n x N W VERTICAL SEPARATION 4660 N W Y Q W o N � F- Z Q Q z Z < o 4655 r OV > H F N N N VH >> J J LNa ^ M NmNl 4655 Z J K 0:NN Z N W > N o < W QJ O+ + + + m 0, OQ + + + ++ + + + + + + + + + + ] + + J m CD ✓1 O O 1 a N N r m Q O ,D O ,O I� n t0 t0 ,O tD ,O n r n b tU N N t0 ,O m ,O t0 tp tp b m ,O tD m ,D tD m ,0 t0 tp tp [O a a a a a a a a a a a < a a a a a a a a 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 GALLATIN PARK DRIVE WATERLINE PROFILE AD N0. SHEET 7 OF�24 i / ` T RECORD * .._ _w ,* oo DAVID J. CRAWFORD NO 709P PLAN N POND �`\ \-- `\ °d°W woo `\ (j ZZO / LOT 7 �`\ o\\\ LOT 13 R� g �� ti \\ Zoo AF�I `\ \ STA 11+OOTO STA 21+80 I OZ_ INSTALL (14) 1" SERVICES I Eti�N AND (1) 1 1/2" SERVICE I Q ' / \ LOT 14 LOT 6 p Y / \ OI OI I 0 0 7 w Y a Y \ Y / / \ zl Jzl W -bou // . // `\ \ \\ JI I O(/) W m IW-ti N pJ d N`�O Hti Y ~ \ o / • / / \ \ �I I pV V Q ao a 0 xxom `oq m x= wpm dpa > J mw m �_\�� mlml I I II o o = opwa~ Xo3� eo w (o uo m'^ x=o aZm Xa3� N�i=. / �/ / \ \ NI-D I Z ox f w Y \ \ \ I �Q -mom mw=d w �n�wCi m;oZF ,.�� J n�= uo F`d �oZ= o- w` / / a o w \ \ ml ml I Ni�ww + �' +U r�>�- oww a002 0wa4 + / J \ �� \ 00 ±ate NU o NOW000 d o w + w mZo �m� +oo� OD�000 QZm p `\ "Y `\ n OjUj j A W O >Z �o tz o "�?�LOT 4 LOT 3 �3� Dp� +>w nw:=m <ZWo / �a� < III w m ln3 ��Jo c.) (~i)3ad1 "n z ^-�Wi inamU/ / / POND / /; X .( M df V)MwV �n 3 v( �moz ��� >o �Ma:o / m �. ,o 1 I 1 V13 i(1 F\O VINWU 4 // dm~ Z `\ �/` V' J Z LOT 2 �3U LOT 1 '' �aY NJW O �A\ (V)((f)) y�QZ° LOT 5 BLO K / wm\o >z VVl 00o Ow�Y1� • i / / 3 m _ \ aw \ \ IN /S — // mz0M \\\ wl�� coo\ p `\ a On rli I-' Y--- - --------- o \ BLOCK 2 IN wi- --------- � --- GALLATI PARK DR X= °°� B L C K 2 LOT 5 \\\ m m m [� u \ \ vniom m C) Y V 0 a o \\\ .\\ LOT 2 ` \ DRAWN BY: KEM wI ow +3F LOT 8 wm o J Y wm \ \ DESIGNED BY: JCR *o "o D LOT 9 a LOT 7 LOT 6 m a 3 m ` ` \\ LOT 3 `\ QUALITY CHECK: DJC I W I w= i_ a 0 F F 3°° d q `\� \ 0 50' 100' 150' \\ \ ATE: 04/29/99 I N I a v m, o �d N = v TPH 11 NO. B9725 _ X=- < �aN XFp= LOT 4 ` \\\ \ LOT 11 I I ma SCALE LOT 10 \ oomw� n U J O +Z tj m w ti n Oz Z \ a\M W �0 J.O + Z O U V U N 3 M In N\M W ^ OU J 0 1~/1 3 4vi wit a\ U v~i3n n'1 NOTE: SEE SHEET 6 FOR TYPE A BACKFILL WATER SYSTEM NOTES n 4675 0 z 4675 z - STA i1+00 TO STA 21+80 = INSTALL 1080 L,F, OF 8" O D.I.P. CLASS 51 - MAINTAIN 18" _ w 3 VERTICAL SEPARATION z (f-) Q LJ 4670 '^ FINISHED GRADE N ;� o z 4670 Q < EXISTING GROUND m z o Z � O Y 4665 4665 N W o Y � o m z SC9l� Q z Q 4660 N m 4660 CL Q z m c Q1 L J " U J W V w U w p U w V w U n w W w U U w 3 V W U w a z ^ ' > a >w > w o o: o > w o > w o > w ow a > >w w p >w > w > o o N > N N U F V>1 U > V) H > VI ti N N ^ 1- N F- > N N F- VI U Vl In H d U O J M t0 M n O N C0 V1 M (/1 00 d Y1 4655 N n n m + n w � m u m N aoo m°D a + n°m rn np o dm m a + m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4655 J Ot M 0� d o e m CD o N oN md < ri ri Ni ti n •ri d < d a vi ui vi d d d d d d '� d d 'o 'o e � � e .o � � � •o m � d d d d d d d d d d d d d d 11+00 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+5 1 0 2 +00 21+50 GALLATIN PARK DRIVE WATERLINE PROFILE AD NO. SHEET 8 OF 24 STA 4+69 5 6 1 I ply.TA y MH 2 ----- OPEN SPACE J \\ SEE SHEET NO. 11 j .� � ® - A- CDAIDD J. POND LOT 5 LOT 4 LOT 3 LOT 2 .[NO % POND r `` _ CLAN BL CK 1 U Z ° I I <-,Q ------------------- V� ��o — -- ��/ Z UTILITY EASEMENT 15 1 12 o' ���/�/ ' srA 1 00 TO sTA s+zs - ^ . — - — zi ZI i �I CO RUCT 7536 S.F. avy. , �'-------- .._ 1 alQl I!) -------- ---- a �1 IL ----- - ----- � OF 12' WIDE GRAVEL N� I q I �. �--- --- -� s LESS ROAD SEE DETAIL e I I a GALLATIN PARK DRIVE O� mi m + 5 BLOC < 2 0 50' 100' 150' I ml m1 I ti g ~w of ool f 1 O s- INSSTA 1+7"E D RIGHT SCALE i i LOT 10 LOT 9 LOT 8 LOT 7 LOT 6N� n" L , , 1 A w m INSTALL "END TURN AROUND" REGULATORY SIGN O I I I .2 I ,5p t SEE C.O.B. STD DWG NO. 9810-1 LOT 11 i �,, I 1 1 .,I1 LOT 12 I I 1 1 1 �, z S I I YCUnvvivc�, W�Zo I I w w w ►OBI FQV) rnl°a11�1 �+ wO� rn1l�l I fr'-II 00 W 3Nn A1/8 OVO?JIIV?! \� EXISTING SEWE \ MH 1+00 TO MH 13+50 NOTE: SEE SHEET 10 FOR SEWER NOTES INSTALL (11) 4" SERVICES wl wl INSTALL (1) 6" SERVICES YI YI I m m m DRAWN BY: KEM DESIGNED BY: JCR QUALITY CHECK: DJC 4685 ATE: 02/22/99 4685 TDH JOB NO. B9725 TYPE A BACKFILL 468000 rn o z 4680 ain 1.1.NaD �,(b a II ~ i a v"i v J a ~ 4675 a �nNr� VII ��< +�Zo N w z 'nZ� o d� �OMaKIr a O » ^ 4675 Z O Ala9z r �a r7 a SF- ww Oxx II?? pa II W w "aZ2 x«» 4670 $�eZc� go NZ� &> ? �N�zz z +warrF� I� �F�o+ 4670 0 zg j0N v~i 0¢?ww FINISHED i��>w V) Q W GRADE EXISTING - - 4665 GROUND Z g" SDR 35 PVC PIPE 4665 m Q w S=1.207 Z 400.03 L.F. Q Y L'i 4660 165.15 L.F. ::�i Q (n 112.77 L F = 4660 10" SDR 35 PVC PIPE 186.96 L.F. S=0.289 10" SDR 35 PVC PIPE _ 8" SO 35 PVC PIPE 369.10 Lf S=0.287 - Z �n g" SDR 35 PVC PIPE P� Q Q CL Q z < 4655 J :�i F— Ad MAINTAIN 18" VERTICAL tr 50' J 4655 z LLB Q SEPARATION e > > > c> (Oyyu� 11�� (>!i V>t N N W Ll 4650 + + + + + + + ��+ + + 4650 Q 0 0O N O r7 " C N N n_ a a a a a a a a a a a a a < a v a a a 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+Of 7+50 1+00 8+50 9+00 3+50 10+00 10+50 -1+00 11+50 12+00 12+50 13+00 13+50 GALLATIN PARK DRIVE SEWER LINE PROFILE AD NO. ie SHEET 9 OF 24 0NTA'A, — :,RAWF ORL� Kt BLOCK 2 v LOT 1 �n //QQ v'90gp� (a�q� ,■{� N4 "Cm / /4 \ �L ZZ0 01 ,,\ Z00 z 0?- 2I STA 15+26 6" SVC — / _.--- STA 15+09 TO STA 20+55.76 n� \ C'4j CONSTRUCT 12' WIDE, 7833 S.F. 010 OF GRAVEL ACCESS ROAD n - zlzJl O w ,- ---- - ^ SEE DETAIL 1 ` JI JI n+-I Uai 14'2'6*' 0 50' 100' 150' !e ml ml V z S C A L col mI 1 a col m �* STA 16+92 6" SVC + LOT 5 LOT 4 LOT 3 LOT 2 LOT > z I I Q CD 0 1 1 1 Z 1 x 30' WIDE 40'— > I I U Z LLJ�^ UTILITY EASEMENT �� a 30' U C)(_1 f,j LLZ0 a www O FaV) n E 0I I oG' �! WO3 SEWER NOTES �53 M I 5' �la 1 �^ ��W 1. CONTRACTOR SHALL VERIFY THE LOCATION & NN I m BURY DEPTH OF ALL UTILITIES PRIOR TO \ ---- - -__-- S CONSTRUCTION. - - -- I I I 2. ALL SERVICES ARE 4" PVC SDR 35, UNLESS a a ~~ OTHERWISE NOTED, AND PLACED 15' FROM ¢ LOT LINES, UNLESS OTHERWISE NOTED. I 3. EACH SEWER SERVICE CONNECTS TO THE + 10.00' LN 8 MAIN WITH A SEPARATE WYE. NO TEES OR STA 13+50 TO STA 20+55.76 n + wl l I Q DOUBLE WYES WILL BE ALLOWED. INSTALL (4) 4" SERVICES YI YI I ax o I I INSTALL (2) 6" SERVICES m m ax mm v~i s DRAWN BY: KEM DESIGNED BY: JCR DUALITY CHECK: DJC ATE: 02/19/99 TDH JOB N0. B9725 TYPE A L v b N N n N� < 4685 4685 pp bn by II EXISTING +. FINISHED �a�ozp GROUND rnQ�w rn �'ae GRADE 4680 z a n xd�>> 4680 b � n�aww w �inttzz C)4675 4675 Q LLJ 281 L.F. 5=0.407 8" SDR 35 PVC PIPE (/) z g" SDR 35 PVC PIPE 4670 5=1.209 4670 m Q LL) 297 L F. z O Y LLJ 145 L.F. P�' Q� (n 5G o Q 4665 8" SDR 35 PVC PIPE a Y 3 4665 io 50' Z Q — Q MAINTAIN 18" VERTICAL SEPARATION z LLJ Q 4660 J J J J 4660 ¢ w O Q a U U > > 3 > > > >N N W V O M + N 4655 + + + + 4655 n n O o m o o < ui vi vi n ao of ad m of o 0 0 n n n n n n n n n n n n � ro ro O b b b b b b b b b b b 1p b b a a a a a a v a a a a a < e v 4650 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 + 00 N N GALLATIN PARK DRIVE SEWER LINE PROFILE LAD NO. SHEET 10 OF 24 I I I uNTAti 9 LOT 1 LOT 2 , , LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 01 I -. ECORD I I I I » t I I N I F n I PLAN aZ0 Z I I a�a �= LOCK 3 1 I I Q I N i i ozo S �� ------- ---------� --- — ---------- ------------ ---- + I I I 2 a { \ tiJ T2 I zl I I xVM.;I w O \q--------- ------ - -- ---------CALLA IFUFAWDFtTVE 15 (TYP) I n j" - I pal a w SEE SHT NO. 12 I In UI I I A W O I I m 5 0' 100' 150' O 0 / LOT 6 LOT 7 I LOT 8 LOT 9 LOT 10\ LOT 11 , I I I I I I I iii V z �I I I S CAL E �� W�Qp SEE SHEET 0. 9iii N �I�I�I O POND I aY I I oaw U'I!1 J \ I I 1 1 1 Ld I \ \\ STA 1+00 TO STA 84 31.92 I I H I- POND INSTALL (13) 4" SE ICES p \ \ LOT 6 YIII A mmm DRAWN BY: KEM DESIGNED BY: JCR .QUALITY CHECK: DJC MATE: 02/25/99 -PH JOB NO. B9725 sue} NOTE: SEE SHEET 10 rn rn FOR SEWER NOTES N �d Y,bdec NG�1� N�ZO N ZZ� NWd� Z 4670 �; � F= oQaww f a 4670 O =� ZZ (/) Z W .�,f�ZZ � -- - A BACKFILL Q Q tX 4665 E�ISTINO GROUND FINISHED GROUND 4665 m Z w O Y W 4660 ,., x� a 401 I.F. �=0.40% � 8" SbR 35�PVC �IPE � 203 LF, 5=0.409 8" SDR 35 PVC PIPE 4660 a CL Q Z Q 4655 Z uiZ _ � � � �c J 4655 g I— N J < 0 1 go V� t i GQ�� ��, ✓N UI V O t% V u�i V W V J in n 5 b a0 n ap n 4650 + + + + + +' + + + + Q+ 4650 C Of O O M O O O U? b O O O b N N b N ui N v1 u) ui N b b b b b b b b b b b b b b b a a a a a a a a a a c a a a a 1+00 1+50 2+00 2+50 j+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+32 GALLATIN PARK DRIVE SEWER LINE PROFILE AD NO. [SHEET 11 OF 24 RECORD * . ' DAVID J. CRAWfORD j 'ONO. 870 E'er' Z PLAN + i o +a LOT 6 I 1 0 50' loo' 150' LOT 12 LOT 13 N�LOT ld U1 ZZo LEI I I ao= I d' I S C A L E I ~00 O?- SEE SHT NO. 11 I I ! F= LOT 10 LOT 5 NIA i y J I 165'c 41.. 5 " I oZl a ,►y�4, / 2 3 j S STA 1+ 0 TO STA 6+92.81 I QIQ O "" CON RUCT 7929 S.F. Of 12' J WI GRAVEL ACCESS ROAD �Iml I IS UTILITY EASEMENT V i S 5 I -----�"�""" "" 35' WIDE E DETAIL ej v ---- N LOT 1 I oo iaw SIP, O I n / UI v1 I ^W N I I I O LOT 4 l LOT 9 BLOCK �� > i i i .�J z YI POND / Lju�� �aw0 o00 QN - I STA 1+00 TO STA 6+92.81 I O a Y- O I _ \ INSTALL (3) 4- SERVICES LOT 2 O1I I°iI I •I 1 do LOT 3 i i LOT 8 LOT 3 I I I I i o 0 0 11 I I 1 1 �I LI I }I>I mm co RAWN BY: KEM DESIGNED BY: JCR N QUALITY CHECK: DJC sl a DATE: 02/25/99 ¢�a iDH JOB NO. B9725 "o NOTE: SEE SHEET 10 a_ea, FOR SEWER NOTES. ��gz TYPE A BACKFILL 4675 _ _ 4675 - . _. . _ T- � - I aFl ;FINISHED nz6 EXISTING 4670 O GRADS n °+-,, GROUND 4670 +� ��?? ��� _O 4665 L. (n Q � Z f 8" SDR 35 PVC I E 4665 — Q 296 L.F. LLJ 5=0.�57. 8' SOR 35 PVC PIPE z Lli W zs7 .F. U Q W 4660 4660 � a- (n n Y1 n �O// � Ell- 4655 + 4655 0 g o o vni, O n $ ^� oN o Z W O Z n n m m a N Q a < < a e a < a a d a a m J Q 1+00 1+50 2+00 2+50 �00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+93 OPEN SPACE SEWER LINE PROFILE AD NO. SHEET 12 OF 24 I \ \ STA 11+27 INSTALL 1 2' r/ ox T A,y WIDE APPROACH. SEE LOT 11 t' :� .-7 II LOT 5 O \\ C. DAMD J. 020529 10 DWG N0. ■`;L Yra,�,A,,L'�:�. ti R WFO�RPD POND 1 1x I I f 1 \\ STA INSTA ���� `I L n MONUMENTMENT BO BOX � Q •"•••`' p LOT 11 LOT 10 � �a � Q Z D ,OPEN SPACE `� 1� rj Z ao o = FOI < o1Z z I o F- a M a Z zo I J POND 1 I 1 �� as v�-io �g TA 1+34.52 TO STA 11+50 RIG T a I I a a m ~ (SEE SHEET 2) I I I Ev CIA l o rn p z m ONSTRUCT 5383 S.F. OF i,Y x 3 IDEWALK & 1058 L.F. OF ; N I = I OT C , LOT 12 Q I rn a �i mm URB AND GUTTER ru m No LOT 9 LOT 8 I ,I�n 0 L� U m I NI"'tl FFF���444��i, I o rei 1n4 e z'^1 o o I �` p W + / / STA 9+44 INSTALL 12' WIDE OI OI I a J O J V +W + U z I I G +p APPROACH, SEE C.O.B. ZI ZI w F _ W TA 1+34.52 TO STA 1 1+50 LE e F I I w o z STD DWG 02529-10 I ,ry 0- ow�n�n z ONSTRUCT 4773 S.F. OF m w 3 I I N a N 0 QI Q In I im moo IDEWALK & 973 L.F. OF V1=VIp / -I I �m 0 URB AND GUTTER I i LOT 7 , / / I I CI mI MI BLO K 1 Ioil --- -------- ------------- did - \, '\ P.I. STA 11+23.86 (CENTERLINE) UI • - / , \ DELTA = 131'51'05" U) 119 5892a'49"W 6 _7 8 , \\ i• RADIUS = 150.00' O - GALLATIN PdRK DRIVE 5 _ , \ \ o so' i oo' i so' \ LENGTH = 345.19' UI I I ti J \\ I TANGENT = 335.73' I I I I S C A L E I > I I V QwZ cn 0 Ln wQN \ WF _ \ QY S• --- -- ------ -- ------- r- �aa rnrn w0Id Iq� BLOCK 3 i i zn _ I I I W > �C4 c�nJ _ LOT 4 LOT 3 I LOT 2 �Z� \�,- _ _ LOT 6 ��gp �: W Li LOT 7W� Nj� Z J m ZUO ZUO ZUO w I I Z _ WI WI ^ I +03 00.0 TLL0- POND YiYi ,,r xo exo em LOT 1I Nor CID mm I rNo ~N� ~zN mf� DRAWN BY: KEM m�N VI�N Nam I LOT 5I I DESIGNED BY: JCR DUALITY CHECK: DJC ATE: 04/26/99 TDH JOB NO. B9725 HIGH POINT ELEV = 4667.49 HIGH POINT ELEV = 4667.57 rU-OutL-T HIGH POINT STA = 2+09.80 LOW POINT ELEV = 4666.45 HIGH POINT STA = 6+33 LOW POINT ELEV = 4665-90 N� - PVI STA = 1+89.72 LOW POINT STA = 4+14.46 PVI STA = 6+33 LOW POINT STA = 9+25.59 PVI ELEV = 4667.67 PVI STA = 4+17 PVI ELEV = 4667.74 PVI STA = 9+40 A.D. _ -2.61 PVI ELEV = 4666.29 A.D. _ -1.34 PVI ELEV = 4665.68 0 r -(� II11 4680 K = 28.79 A.D. = 1.28 K_= 74.63 A.D. = 1.88 FLl�rl C Ih11b--�"a«�p �•(Vp� Fb,VPi - = 78.41 100.00' VC R K = 53.13 AlYJlp K, s7A I+Zs 4p q+ I� 75.00' C-� r ff�� -1 D0.00, VC 100.00' VC -All Stree� e cllu+ifts 0.5�mf 4675 N N M a M 4675 Ipwe tea..sd.a1`"`°'1�hee s l a 14- "! �? N n m n �O } m+ O m i0 + i0 } } m O . O O T } d N e M tp Vj V� m rn > > 4670 m } > m m 41 4670 m m w m O_ Cn Q LLJ Z 2.009,130% 77FINISHED 19, G.67% -0.67 Q 4665 4665 z _Z w w a w a _D O \� _� 0 2 _ px 0 Q DE ;n N N v' 4660 \� a_ 4660 �' f 3 AT CENTERLI E z z mo Q LLJ 30 0 EXISTING F, M Q _Z LLJ w a GROUND CC � ? m g M Q O W Z LLJ Z S 1 4655 Z z 4655 INw V� F- V W Q V ~ 50' --W' J W 0 < W Ll a m m o e MI O N Om Q mn me noP in me Na M n om r em me m� �e + a m me v +<M`+ 4650 C+ 46500 + +o o mo mom N l0 0 �0 M r M M r M t0 M l0 M �0 M t0 M n M r M r M r N t0 N t0 N t0 m M m l0 m m m l0 t0 l0 l0 �0 t0 t0 l0 �0�0 t0 l0 10 l0 t0�0 10 i0 t0 t0 �0�0 t0 l0 �0 t0 l0 l0 l0 l0 �0 t0 m t0 l0�0 �0(0 0 10 t0�0 l0 0 10 l0 t0 l0 l0 m t0 l0 l0�D 1p t0 t0!O l0 l0 t0 t0 l0 l0 l0 10 t0 t0 t0 t0 tp 10 t0 m 10 l0 t0 t0 t0 l0 e e e e e e e e e e e a c e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e a 1+00 1+50 2+00 2+50 3+00 WGROUND 0 5+00 5+50 6+00 6+=,n 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 D AT PICAL GALLATIN PARK DRIVE CENTERLINE PROFILE D ATAD N0. PICAL SHEET 13 OF 24 ` ? \` STA 21+32.33 SILVERADO DRIVE = "t4 T I LOT 8 �\ \n Dg N7 o R 73� 1Y ac \ \ STA 27+34.18 MANLEY ROAD ,� 7 POND �� LOT 13 A aznwD d. STA 20+97.33, ��� *�A7 a� F�aINSTALL MONUMENT BOX� w zviN /' 1 p 0�,..: \ .o N LOT 14/ PLAN O LOT 7 STA 1 1+50 TO STA20+97 RIGHT 9C'�n \ � ��� w z a -x o i \ ¢Z CONSTRUCT 4848 .F. OF SIDEWALK +a '3 aO / T \ U ZO AND 963 L.F. OF CONCRETE \� \\ I ~Q CURB AND GUTTER \ a -co ;a a o Z / / \ I I O STA 11+50 TO STA 20+97 LEFT \ •// \\ I I �10- w a3 ry \ q,� �¢e Holes 13 CONSTRUCT 4625 .F. OF SIDEWALK o a [� VI o AND 932 L.F. OF C NCRETE o n i CURB AND GUTTER ;9� �a Boa a o \ / - 0�ti�, // Ewa J 3 \\ \ 0^ �I C/��1 w aw Jw ms ` h / V; c�o ` \ O ?IZI Q�x LOT 1 Z / �w� Zo =�� QIJI W�In �V U LOT 2 nm om / )` / ?� n s w z \ \ ICI a LOT 5 Mw LOT 4 LOT 3 ;w ri� Ar �Z d `\ \ ml�l � Y M no +a co++w / / mw ott m�n w \ \ \ \ �Iml I 'n= of d \\ 003 oo �� BLOCK <` Zn o / Nxo �� NQmp \\ \ \ mi tia + (1�57A1.1- � rJ10� o-11 + /// �No inU N Z N z \\ \ \ \\\ "IUI I rLu v a 7- - Z I '>',,, m u o II �� //P.I. STA 17+50.76 (CENTERLINE) `\ `\ O I I .,' I -�- p -------- ------ -�- // DELTA --48'08'55" \\ \\\ >�I�I VI QWZ . , _t RADIUS150 00 \ \ \ U 0 '" LENGTH = 126.05' \ v1 V)cn C� ZF 12 13 1 14 S 2'2 '18"E I 15 S / TANGENT = 67.02' `\ \ `\ p o 0 0 QY� -=r _ \ \\ \ rnlrnl w03 \ aaw i�\'.. \ STA 17+57.87 INSTALL 12' WIDE \ \ \ pil vl Ld 44 1— \ \ APPROACH, SEE C.O.B. STD -___- \ \ DWG NO. 02529-10 \ \ o 0 ---- - \ \ wl WI wl L i GALLATIN PARK DRIVE \\\\'�`\ LOT 3 \\ \ \ BLOC K 2 \\ \,\\ 0 50' 100' 150' LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 s c ^ L E I \ 1�1 mmm \ \ \\ DRAWN BY: KEM ,ESIGNED BY: JCR QUALITY CHECK: DJC DATE: 04/28/99 TDH JOB NO. 69725 HIGH POINT ELEV = 4675.40 HIGH POINT ELEV = 4675.83 HIGH POINT STA = 17+57.16 LOW POINT ELEV = 4674.66 HIGH POINT STA = 20+63.72 PVI STA = 17+50.90 LOW POINT STA = 18+83.10 PVI STA = 20+72.09 PVI ELEV = 4675.51 PVI STA = 18+83.53 PVI ELEV = 4675.96 A.D. _ -1.94 PVI ELEV = 4674.55 A.D. = -2.25 K = 25.79 A.D. = 1.47 K = 22.25 K = 40.70 50.00' VC 50.00' VC f- 60.00' VC o o o n rn m N N N n N rj r r.j n d n N + n + n N ^ d + o i0 + n Z 4680 w >w a s J >N w 4680 O_ M > m > W U O U m m W (//�I Q O m m w W zCD Z 4675 N 0.72g 0.717 - 50 m ~ Z � 4675 z � V =0 N O Y Q 4670 1.21% w d 3 Q o XISTING i; FINISHED N 4670 ., ROUND GRADE Z Q V 4665 Z ? u 4665 Z W N wo w F- N J Z m �Z O Q �w > m o 4660 + + + ++ 4660 N u�d N d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 11+50 12+00 12+50 13+00 13+50 14+00 15+00 15+50 6+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+32 FINISHED GROUND AT CENTERLINE (TYPICAL EXISTING GROUND AT GALLATIN PARK DRIVE CENTERLINE PROFILE CENTERLINE (TYPICAL - - AD NO. SHEET 14 OF 24 REMOVE EXISTIN /^ '/ „'/ RECORD *�DAVID J. 7* STq 12+ CRAWFORU � / N ���� T;tNO. 87 PC I I I I 150' 100' 150' i srq r/* 6r S C A L E / /S pT V` Zz1 zo- o, Si rn i M STA 4+95, GAS CROSSING I I 3 "8 EX r#06 VALVE/�7HP-FIST ' NI MI WWWWWW[� / CONTRACTOR SHALL VERIFY I I I (Q o.��✓ i � DEPTH AND NOTIFY MONTANA IN fl-e- POWER PRIOR TO CONSTRUCTION zl zl I STA 1+00, CONNECT TO EXISTING a `�� I STUB, INSTALL 8" GATE VALVE, Lv') I 1 O� X 8" REDUCER, 10", 99 BEND, W 1.55' If W/�ONCRETE THRUST BLOCK V Y NOTE: SEE SHEET 6 FOR STA 2�33.92, 10", 90' BEND + / WATER SYSTEM NOTES I I ,ti z THR4ST"CRETE BLOCK M MANLEY ROAD N m 7- �� w" z - -- 3--- -- -- -� -- - - - 3--- -- -- --d---- -- -- - / z W InLL I '-�I N W W ---- --- -------pT- - > I I Z nio -- - - _ --------------- b �i" - -- -- -- --- - - -+ - --- - ololol O wo3 waW • - N ® 11 NOTE: STA 7+19.17 TO STA 1 1+61.15 I o °I° DEFLECT 18' PIPE 9.75" z z w `O w N N (DEFLECT PIPE 12") LI G n Oi p a map a: ® EACH JOINT T TO ACHIEVE CURVATURE Li i1i Li ~~H a s 6Zpwo , )ON o�awgo ^wz wlMd I `+° =z + +OpzmV' a po YIYI I A Q O J�L) F < w Ll o co >I>I>I Nv Z' rn t~iI�LL 3iOV, mmm DRAWN BY: KEM DESIGNED BY: JCR )UALITY CHECK: DJC ATE: 05/03/99 "DH JOB NO. 4710 4710 TYPE A BACKFILL 4705 _ 4705 a 0 FINISHED GRADE STA 1+00 TO STA 12+00, INSTALL 1100 L.F. OF 4700 _ > 10" CLASS 51 D.I.P. 4700 z z m � � Z" >o Z 4695 4695 O � Z 0� EXISTING GROUND - - - '�, 0 Q 0 4690 \ 4690 Z w (/') c' [If Ld 4685 `S 6 W 4685 LLJ Q 0 50' > SQ —1 U O ` Q w = Z LLJ O z z a J 4680 o m w w 4680 N O + J m 4675 + + + 4675 Q N M M N N N Of M O U M O ,O a M ,o O O M N N < n — n of O N O ,D a0 M UO O. a ,O n N M ul V M M N O, O, m O, S W w co � � � a e a a a a a a a a a a e a a c a a < v < e e 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 +00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+DO 11+50 12+00 MANLEY ROAD WATERLINE PROFILE AD NO. SHEET 15 OF 24 Y�" DAVID J. EC CRAWFORD NO, 8709 PLAN 26• R/W TO WATER QZ � ZO 2 W r STA 20+51.63,•2• 5 BEND I zbz w -J8 \+ END 10" PIPE DEFLECTION NOTE REFER TO SHEET 24 I 112 Q FOR ELECTRICAL DETAIL OF PRV EDGE OF ASPHALT - W a \ VERIFY LOCATION OF SERVICE I \\ POLES FOR DISCONNECT PER NOTE: SEE SHEET 6 1 I Cn^] FIELD ENGINEER O O MANLEY ROAD \ \ \\ STA 20+83 P FOR WATER SYSTEM NOTES ZI ZI I \ \ SEE DETAILS al al O u1 �oL �I w W a \ � ON SHEET 3 ,- i"� __ \ \ `,✓ \ STA 27+08, INSTALL10" GATE 0• R/W 30' R/W TO (Iz \\ W/ VALVE BOXEAND jl ml CJ Y -- o ® \ \ CONCRETE THRUST BLOCK �I NI Q RAILROAD R/W \ \ ml ml I 'ti a Y \ \ STA 21+13 10' X 6" TEE 31 L.F. OF 6" D.I.P. FIRE HYDRANT UI OI I N o \ W/ CONCRETE THRUST BLOCK z \ \ \ INSTALL BOLLARDS PER C.O.B. I +a ¢in \ \ STD DWG NO. 02718-5 LOT I I I I .(5 �D tnw D \ J m,n EXISTING EDGE <wZ Y OF GRAVEL w Y w r w >m� \ \\\ \ STA 22+13. 10" X 4" TEE U U U w O ZsN p cn^i N°� �' F> \ \ W/ CONCRETE THRUST BLOCK 0 0 0 O w FQN t ;o mao ¢ \ \ 52 L.F. OF 4" D.I.P. W/ PLUG I I w03 0 o a In �m >Z \ \ & CONCRETE THRUST BLOCK �I rn a W Xa moz a3v> v~aio\o \ Q,•' p�f rnl C)UtJ o`°Q g Q z a x 3 c� Sp w, \ \\ \�<� I cal �-4 ON+oo�mo ca0v>W Q'`1, nJ=m<lo +�� o¢ STA 16+34.24 TO STA 20+51.63 �.F m o'~�'o z DEFLECT PIPE 2.30' OR 0 0 0 NY 4 0 N o o 10" AT EACH JOINT TO SADDILe Ic,c y1 \ \ I I ACHIEVE CURVATURE (i� sb- IIJSTAI LFb \ wl wl I \\ YI YI I STA 12+00 TO STA 23+50 \ `p \\ LOT 2 I I 0 50 100 1 50 INSTALL 1 (1") SERVICE I I I II � SP�.\ ( \ m m m 95 S C A L E y�E \ \ 4695 DRAWN BY: KEM DESIGNED BY: JCR QUALITY CHECK: DJ'" TYPE A BACKFILL ATE: 05/03/" 4690 FINISHED GRADE 4690 TDH JOB N0. 4685 w w w a 4685 EXISTING GROUND m m _ - RIM ELEV=82.7 0 N W O > N W 4680 > 4680 INV IN & OUT= 74-8 Z 4675 4675 O STA 12+00 TO STA 23+52 \p155 NSTALL 10" CLASS 1150 1 LD.I.P.F 3l " Q 4670 4670 m z Q 50' Q O w 4665 0 0 4665 a� _ w a- ZQ w w Z w o ^ Q a w 4660 Z_ W 4660 z J Z w w w Z > w Z �— N w > � c�w '- J m i w m m N > m a F v>i r > a m ao N N n o r� o n w J 4655 + + + + + °+° + + + 4655 r7 n �O r'1 n n ,O o 01 a o n ,O o d Vi n aD o O o V O h DD N O OD O M DO N M ao ro ao ao ao ro ,p w oo m ao ro ao ao ro ro m ao ro ro aD n n n y v a a o o a a a a e a a v a a v a a a a a 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 MANLEY ROAD WATERLINE PROFILE 16 24 RECORD DAVID J. CRAWFORD _ PLANI lL NO 6709P I Y I I az 0 l i Q I I U zo, m LOT 2 LOT 3 z i LOT 14 LOT 13 LOT 12 LOT 11 i i LOT 7 i z`'0 OZ— j BLOCK 2 i J I i fV) Q BLOCK 1 i BLOCK 3 I I I Q — x x %. -. ,-,— r — —— -- zj zLn i QI a -- ---------------le-- ----- --------- ------------ - -- - - - -- ---- Ji - ----- --- 34 --- ---�---��--- - ---- -- ----- --- - - -1 - - - L�� - - - - - - -1 -- 1 --- mI mI I IV ----- - -- - - -------------- ----------- ------ -- - - ------- --- -- --------------- - - - ------ mlml I — _ _ — �_ II __�- ---- - -- --- r----------- - m ul Z y— -- — — I 1 I cL —� -` �o EDGE OF^ OI Cl! I [)ti w M z ASPHALT 3 R/W LINE x x x x x in I I Q Om m c 7 I NF \ Xy� Z I �n I w a N m n 7n 0 4 WLd w V w w tr1 X I�I V Q w Z wW a F� wu 0 J F Y ao N pv 3yy Fo oD J `rvlcnV) �wZO Y mm �o U N m N OHO M��' U �a UO °om OKO NON J cl 0 0 O Qy� o w V N x w mao om "o - o m I\O1I I w03 o x w '� O O m o a 0 x N 1- ¢ J x w 2 J I w'y I J x x J w �- I, s O m a 3 w rn FOaoJ Y °° m mao oN o \Nnz Q � pb om� om o \�Nz ��o wot F 1rn I UNJ m\m io o N o N o= _o \Noz o= �a3o�� F-S� k o ^� ^w3o�c� mciro �c�i w rn x�3N x Jm o wo Z m\zD ma3�g3 f�a noZigo cA tJb♦ roa= a0o,� �aZxgo �N�n °n'ooa \II\mil I m oa ao n3a� �ti ram o wo ^W� oo NOTE: SEE SHEET 6 FOR a>� r� �W��oo -Q�yao ,pvoJa of 1OI I o=-� �w3N oz o>JxOw Nv np�w m� t�•A�'� +o�wmN WATER SYSTEM NOTES +\F +U °}°oo�mN v+aFo +3mw wl Li wl ^tip .a p�U +QmW +Z + ��JN 1}U� NWxKJ in�"J �nZ NL�xKJ nwaZaZ n HO HFF- w ;a�x g3 CO> .DO mI�SK...�J Z "J UQm MW� MO '�J VQm MdK M N QQQ �Wa � Nw Q~ JOO Nw1Z NU NJWZ Fm ML) ro0-w— Au F\ tiN2w5Z 6 �W�3 FJ2Z �!]� Nww0W moowmc 0 50' 100' 150' �aJ¢o r\ �m�o=� F\o n"Wo- NjU v3 nMwo3o nrxo na�� I U Z + y� N NU>U N3 oMwU—U <o JQ a �oao S C A L E I YIYI v~i3�za inMwo3o I I y>Y mmm DRAWNLP i BY: �•'S DESIGNED BY: JCR DUALITY CHECK: DJC ATE: 05/05/99 TDH JOB NO. 4685 4685 TYPE A BACKFILL 4680 4680 - _ - FINISHED GRADE z 4675 z STA 23+50 TO STA 37+67 4675 _� �> - - EXISITNG GROUND INSTALL 1417 L.F. U-) Q �n u -- - OF 10" CLASS 51 D.I.P. Z 4670 � _ Q 4670 m z O v) w 4665 -_ 4665 _ � Q� -- - Q Z W � a_ Q J 4660 J 4660 Z W Q 50' J j J W N N H W Q W W 1 W W W w O > W J fY1 n'N M n tp O� N a N pp ~ an d J L.LI 4655 + + °+° �+ + + + + + r } °}° ++ 4655 Q M1 O O� a n N 'D OI N a N N b N O M tp N W M r Ot N VJ Of O .0m a0 m N O M O �O N n M m v1 M O r r n n r n n n n n n n n 23+50 '4+00 24+50 25+00 .5+50 26+00 26+50 ^_7+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 36+00 36+50 37+00 37+50 37+67 MANLEY ROAD WATERLINE PROFILE — AD NO. SHEET 17 OF 24 x DAVIOCRAWFO J.D 0. 8709 1 / q S x /2x // / / NAL <ZQ C/1 1 // / / a✓/ x?R F O Q ajer ozo ADJUST VAULT ACCESS ,40 TO GRADE. BY OTHERS /G i STA 1+17 TO STA 1+41 REMOVE EXISTING ASPHALT / APPROACH / �' '4C OIOI 2 _ '� REC a z,z, x 3 CURVE DATAQI Q SEE STRIPING & TAPER DETAIL Q� _ / / / T �I�I 1 Q o P.I. = 8+74.83 / �I SHT N0. 23 w LENGTH = 467.98' / / / / STA 12+75.50 1 B' LEFT �A ml ml ap MAINTAIN APPROACH NEW EDGE OF GRAVEL 2 N a TANGENT = 264.92' S / '' / ml NI I a DELTA = 67'01'58" 9, 'Op �j' �� / miml I ~'w RADIUS = 400.00' /O N 0 1 c A C x� / S<"Ci 6g/ / // ADJUST BOTH MANHOLE N I I I ~U) / RIMS TO GRADE > Z \ p. Q� off= a0o `9RG'L / Lj �NN(O/1 �taiZO QI Q1 QI W F Q Uhl 0'dW I �� p 4 OBI rnI C9NJ �y \'•VO'g'1.\ NOTES: �6 w a Q r MANLEY ROAD $ /' 1. sra 1+00 To 15+00, REMOVE LLJ w n'N'w w EDGE OF ASPHALT \\ \ - /'' AND RELOCATE 11 DELINEATORS TO o 0 0 N g ^z a z °\` �� 2' FROM THE NEW EDGE OF ASPHALT I I ./ 0 50' 100' 150' I 1 I M _ -_i 2. STA 1+00 TO STA 15+00. REMOVE I I I ± 0 Z a r _ AND RELOCATE 4 WARNING SIGNS TO I I I I I I I I �p r� ¢- 3 zw +� EXISTING EDGE OF GRAVEL \" - \� _ _11 1, ' a, 6' FROM THE NEW EDGE OF ASPHALT S C A L E YI yl I 0 N m �w m M z ° -� - I �� / 3. STA 1+�n BIKE LANE 17 TO STA 15+00 LT & RT APPLY 4" OF TOPSOIL TO DISTURBED AREAS,° _ SEED AND FERTILIZE TO NATIVE GRASS m m m EXISTING SEWER ° EXISTING GAS DRAWN BY: KEM 9,H DESIGNED BY: JCR + QUALITY CHECK: JAC PVI ELEV = 4698.92 �IJSTALI.F,D ATE: 5/15/99 A.D. = 1.75 CuLvecT5(sz tp Ea• K = 114.23 1-OCI llM-jAjaA0IAVa f:rT:O TDH JOB N0. B9725 200.00' VC 4710 n c' 4710 + o N ^ d m > N b 4705 ,3.0 m + rn PVI STA = 12+00 4705 _ d < PVI ELEV - 4688.61 FINISHED GRADE A.D. = 1.06 w K = 94.64 z 4700 c r& RT 100.00' Vc 4700 RIGHT DITCH PROFILE N Q > e �Z{N N O N `l 4695 -1.0% RT oo C) y + a +_ 4695 m Z Q -1.25 cwi Ji e O O STA 3+64.36 LT & RT m v 0 (n p ELEV=96.70 STA 7+00 RT 4690 = EXISTING GROUND ELEV=93'32 4690 Y m -1.257 LT -1 -T- - - - w Q o STA 7+00 LT Z ? Lp1. ELEV=91.89 Q J- _ __ -0.199 � Q a STA m w -0.$9> Li ELEV 85.2991 RT Q 4685 C c=i 50' LEFT DITCH PROFILE 4685 z N G STA 11+25 LT ~ ELEV=86.57 STA 15+00 LT Q 0 + ELEV=84.70 4680 Q] 4680 < F o N d M M m m m N 10 M d N N o to m M h 0 N to d O o N o N d N m M O M o M M M N d 0 N ID o ^ N m m h ^ ^ m m N 10 m O ID d 0 ^d m N N m e r7 O ^m O'� d m m 0 N m h d Yl N m O N 10 N N e M N N O o m m h h m h 10 10 N 10 V1 N N e e d M M M N N N N O O o m o m m m m m m m m m^ m^ m^ m 0 0 0 0 0 0 0 0 o m m m m m m m m m m m m m m m m m a, m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ao 10 m m N ID 10�O tD,p t0 m Ip Ip m�O m m 0 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 o n FINISHED GROUND AT CENTERLINE (TYPICAL] EXISTING GROUND ATj---1 M_ ANLEY ROAD CENTERLINE PROFILE CENTERLINE (TYPICAL - - — AD N0. SHEET 18 OF 24 E ING SEWER LOT 1 LE T 2 _LOT_3________________ -_-_ <,1TA -------------------------------------- -- O CRAWFORD X— —,_ — — — -- - --- - - -_ — — -- --i---- dl .. - -=-1- ---- - _ --- ------ ---- ---- '---- ----- ----- - ---- ------ ---- r i -- -----1 - -�- =-i-- -----� -----' 1 _ � � -tom � �-F �� ����-�- - - - ---�- - -- ----- - ----�----", j _ -------- - _---_ --------------- O ----- o � I �. PLANAL a 0 - -- - -- - - - - - -b--- 7U Q I / / N 3 C�N 0 N FAQ /x/- 3 z MANLEY ROAD += i �zo EXISITNG GASJ Z z Z= w NN I I/ zw � N w w m� w a no r'J wa aw M� a ro7 0 '6a o BIKE LANE e 6) = io M '"z Z +o m zl z1 `�'1 a C:, M �w �w Nz cai� QI QI I N J N rnm Vl ,m OJw / x a a N w GO ml STA 17+1 IGHT ozu)a NOTES: L I(n 6`�' a MAINTAI APPROACH z � 1. CENTERLINE OF MANLEY ROAD ml cal. I ti� m DEPARTS FROM CENTERLINE OF R/W OI01 w / `R W AT PC STA 15+37.85 AND RESUMES �UI VI / LI PARALLEL TO AND 10' WEST OF SECTION LINE z I "�D1 AT PT STA 20+64.73. O_ 1 1 2. REFER TO MANLEY ROAD TYPICAL SECTION N I ~ ADJUST BOTH MANHOLE STA 19+14 TO STA 26+50, INSTALL FOR SIDEWALK ELEVATIONS. > ,J Z / RIMS TO GRADE 3680 S.F. OF 5'-0" ASPHALTIC SIDEWALK af U U U '��w0 SEE DETAIL 2 3. STA 15+00 TO 26+50 REMOVE AND w w w Lq QF CURVE DATA e Z THE NEW EDGERELOCATE 4 LOF ASPHALT RS TO 2 FROM °i10'1�I O W03 l l F 86 PI = 18+36.18 \o'I�'l I --"p SL'OfN�R RELOCATE54 WARNING SIGNS: 6'FROM -IcA ONE ° , 15 RF�egNON RADIUS = 50 00' �I1 EDGE OF PANEL TO THE NEW EDGE OF ASPHALT. \1y I m �8S ° 0 50' 100' 150' S. STA 15+00 TO STA 19+14 APPLY 4" OI OI DELTA = 67'05'05" w w w I I I I I � OF TOPSOIL TO DISTURBED AREAS, SEED AND STA 15+29 HT TANGENT = 298.33 FERTILIZE TO NATIVE GRASS Q 1S*0 p MAINTAIN A ROACH $ C A L E 6. STA 19+14 TO STA 26+50 BRING AREA �I�I�I 60 w h NSTA 815+ LF OF 16 A. B" CSP W/ FETS BE SIDEWALK AND GRAVEL UJI gl I R/ SHOULDER TO FINISH GRADE WITH 4" OF wl WI I 30' INVERT 2 LT))- 84.7 TOPSOIL AND SEED TO NATIVE GRASS. YI YI I INVE OUT 26. RT= �A.S APPLY STRAW BALE DIKES (2 BALES EA.) I I 46 ° I,FMeN,w� ) AT INTERVALS OF 100'. ml ml ml 0U(°eR/ 0TH !RAWN BY: KEM PVI STA = 16+00 ESIGNED BY: JCR PVI ELEV = 4687.84 QUALITY CHECK: JAC A.D = -1,12 ATE: 05/15/99 4700 K o09VG 4700 'oH JOB NO B9725 d o 4695 + O °i PVI STA = 22+25 vt m + PVI ELEV = 4679.65 4695 A.D. = 0.91 PVI STA = 25+25 Gi d K = 109 82 PVI ELEV = 4678-45 m m 100,00' VC A.D. _ -0.88 4690 K = 114.23 100.00' VC 4690 N M LEFT DITCH PROFILE FINISHED GRADE + m n a + 4685 0.5% LT N d + z N + 4685 O -0.5% RT -1.317 LT - '-1.31% m cw.t vi d N < (� Q w z STA 16+61.43 LT 1'31% RT � � m > � w ELEV=85.51 m Q Q 4680 4680 m ~ 0 r.so' STA 1LEV=8 RT STA 20+00 LT _1_ CT-_-_ -- - - _ - _ __ -0.40� z Q ELEV=83.46 ELEV=81.07 09, R Q z 4675 RIGHT DITCH PROFILE -0.5% RT ,3 U 4675 e - w EXISTING GROUND L a Q J a- 5G STA 20+00 RT STA 22+48,89 RT STA 22+44.44 LT STA 25+75 RT z 4670 ELEV=79.63 ELEV=77.19 ELEV=77.40 ELEV=75.54 Z LLJ Q 50' 4670 _ N STA 25+93.81 LT O ELEV=75.66 m 4665 4665 Q d d O Or M N N t0 N M tD t0 M rp O N M n n M M d N 00 N O� N M ip d M m N m O N Or �D7 vt n 0 m 0�W N N N N d N d N O p�M N N �D m O t0 N d M Or pr d n M h O> u) d 0 N d 10 O O Q: O O; O)m Or W O�N OJ W m of OJ f� W n n n tD�D 0000 °SOD ODN OD OD N W OD OD mn wn nn n n nn n n nn n n n n n n d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 15+00 15+50 16+00 16+50 17+00 18+00 18+50 19+00 19+50 20+00 10+50 21+00 21+So 22+01-R 22+50 23+00 '3+50 24+00 24+50 25+00 25+50 26+00 26+50 FINISHED GROUND AT CENTERLINE (TYPICAL MANLEY ROAD CENTERLINE PROFILE EXISTING GROUND AT CENTERLINE (TYPICAL CAD N SHEET 19 -- 24 L CRAWFORD 8709 IRCORD3'� N 8709 y n w> m PLAN �AAL BLOCK 2 w NOTE: EE DETAIL e a 0 ^ � � �o I I N r� \Q I �N FOR ST IPING AND zw �v uy I Ir U ZZO LOT 3 I zw BIKE LA E DETAILS 4 xo zoe w T I Zw I I �OQ 2r w} as aaZZZO m d a o STA 26+50 TO STA 36+64.27, INSTALL F m J Y N rn I n I w o I O_- I f tJm 4702 S.F. F ASPHALTIC SIDEWALK w �m co of Aga ^ J> d o a SEE DETAIL ro +m Jwo I I �m LOT 7 a I �Eti Q I 2 N J I o= I d I NZ zl Z �o 882' LOT 12 �o LOT 11 nw , I 'o 113 oc� as ao a o ac' BLOCK 3 o I w c) z ti I I x - I c> n rn NOTES: I "LOT 14 LOT 13 �� BLOCK 1 0� �a I o I I a w 'w LQO � m I N z 0O N w 1. STA 26+E02T W STA 36+64 ARNING SIGNS: Oi of C(�� w 4- -- AND RELFROM EDT by SHOULDER v�vl---J � �---------- --------- � � �-_ --- 6' FROM EDGE OF PANEL TO NEW EDGE N 0 - OF ASPHALT J • x—— I .�%— - , 2. STA 26+50 TO STA 36+64. BRING I V Y -—--— -- ------� T R E N SI WA RAVEL ml ml ------------- -- ------ - - - --- -- - ---------7---------------------- T---------- --- ------ --- ----- ----------- ---�------------- -------------------- ---------- ---- ---- -- -- - -- --- ----- ------ SHOULDER 0 FINISH GRADE WITH 4" OF � Z - N00'48'39 N00'09'S TOPSOIL, SEED AND FERTILIZE TO NATIVE GRASS. DIKESAPPLY STRAW BALE BALES I ------- -- - -- r - --- - --- - ----- -- ---------- ----- AT 100 INTERVALS I U1 I �N - -1�--R _ 1 �� z Ui i A 2 m 3 J do ^ \ r w Z = � � �WwW�NFzz z'nn N O [e O ow 00W. O FQ-Q10 �Z 0. I W03 au d a ma �a w ��; _ ?z 0 rn\rn � � D0_w I� II.-. r N 01 ODK WN CCU W d I^ J Jam\ J � J � &6 ,t_'. �(Pr I V'I�IJ O 3 L x Z n ^a' w� a o u� n v v FNt- o a 1 M I H� W w�; ��N w Ux .a dt7 ^DO F� b2 ��U rn�H b� NOS -.0 ocLoo3 w J� J� J \ Vj J mU e-<X -Iow*0 d IJNJ. ^Q NQ� N�J ^ 2W ^OC ZWNOU Jvl• �c� a + M _+Z a 'n m a S a wo z o o wJ oti�N 'oo Neu Now � �w o oa O�NN N�2 �- a °n°� °n°�a �a -Igw�v~i I I I a M 0 50 100' 150' ^ r n n n z u d x>In- Od N �� �� �� O d a aQ M� N\L. +^ ainN +tea +o aW +Z `° zW Q¢¢ a F- �m n �n; n^a Mw a w �n;'-' �u a5 a �i a[i o I I a d d d^ ,:� ,�- + O a p Z ON ^ x CNN d O Vla Z n z7 �Z ZZ > I N1F MaUUx o 7 a H M M o f Ono +aFo +^ +• a + a +� +a S C A L E a- nN-o Fw aoo rww az Ia3 a aa�wU I I w �o rn In n'lN n^ n m- �a �ZZ F- xw 20 NU[C[C NZ N�a NZZ N'- Nr V1� ✓1UKK Inm oww Nmm ow w. N� HVI-Vla �Ig 1 m iw a z z w w (Az a NOTE: REFER TO MANLEY ROAD TYPICAL quo>> N a;...f YI YI vlm �iiww Inmm (Az Inm SECTION FOR SIDEWALK ELEVATIONS i }I>I}I m!Y7 0] 4695 4695 DRAWN BY: KEM DESIGNED BY: JCR QUALITY CHECK: JAC 4690 DATE: 05/15/99 4690 TDH JOB NO. B9725 rn 0 4685 Z _ 4685 w + w d 4680 ° II a 4680 V1 J N � > W + 'i 8% a d O rn 4675 It + 4675 _ _ W It C^II / Q °r -1529 a FINISHED GRADE F w Z STA 26+65 LT vt w Q 4670 ELEV=73.52 1.52% LT > 4670 0 STA 28+16.54 LT - -0.90% a a m Z O ELEV=72.56 _ STA 26+65 RT _ __ (n 0 Z ELE'y73.30 -0.90% L7 `3.09, FELEV=64.54 -0.53" 4685 4665 Y \ Y / a LEFT DITCH PROFILE aa -0.53% L7 Z LlJ Q F 1G� EXISITNG GROUND 3+75 LTin z Q Q J g m Z 4660 rc a ^ STA 35+10.47 LT 50 STA 31+50 LT w ELEV=64.47 4660 Z Ld ELEV=67.48 c+l N o °D STA 33+31.09 LT w rn O w d ELEV=65.86 ^ ^ m 4655 + + + + 4655 !!JQ^ N W N M W ✓1 d m a0^ d t0 O o7 n ^ n N n N N w O n 01 au N M O O d m N N M V 00 d OD N Oi N d Of M Oi N W N O d e7 N EpO� DD N h r (n N d a0 1f1 M N d n M Of u�1Onp bI Ono n n n n b n r n r n n I.o o m�t0 b tO D tOD m 0 b d b b O d O d N d b t0 to O �D w, �O w o o O N w w O BUD D D tD t0 i0 �D R0 dd d dd d d d dd dd dd d d d ddd dd dd dd d d a a-dd dd dd dw 26+50 27+00 27+50 28+00 28+50 29+00 30+00 j0+Sn 31+nn 31+Sn 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 36+64 FINISHED GROUND AT CENTERLINE (TYPICAL MANLEY ROAD CENTERLINE PROFILE EXISTING GROUND-AT] CENTERLINE (TYPICALl NO. SHEET 20 OF 24 A y MANLEY ROAD NOTES: TYPICAL SECTION NO. 1 RECORD STA 1+41.15 TO STA 2+17.33 (END 3 LANE) I. THE TYPICAL SECTION SHOWN FOR MANLEY ROAD DEPICTING A FULL DEPTH SECTION (1) 24.00' ACROSS THE ENTIRE WIDTH OF THE ROAD IS SHOWN FOR ILLUSTRATIVE PURPOSES (2))) 22.00' � , ONLY. MANLEY ROAD IS TO BE WIDENED AND PAVED. WHERE THE ROAD SECTION ��� (3) 18.00' 1 CURRENTLY IS IN PLACE, THE 1-1/2" MINUS MATERIAL SHALL BE PLACED TO BRING THE (4) 6.00' ROAD SURFACE TO AN ELEVATION 3" BELOW FINISH GRADE. THE FULL DEPTH SECTION a 20' 40' 6(i (, 70, Z 0 INCLUDING THE 3" MINUS MATERIAL AND 1-1/2' MINUS MATERIAL SHALL BE USED TO STA 2+17.33 ((END 3 LANE) TO STA 3+17.33 TRANS TO TYP NO. 1 WIDEN THE EXISTING ROAD AT THE SHOULDERS ONLY. ( I I I STA 3+17.33 t0 STA 4+2+63 8 TRANS1 Q STA 10+63.28 TO STA 12+52.45 RA TO TYP N0. 1 I Z(Q 2. SCARIFY THE EXISTING ROAD SURFACE PRIOR TO PLACEMENT OF GRAVEL. S C A L E STA 12+63.28 TO STA 13+52.45 TYP N0. 1 I 0 z I V CN - 12.00' (4) 18.00' 18.00' (1) 12.00' (4) old! ZI ZI O w x>� 8.00, 16.00' (2) 16.00' (2) 8.00' I i:_1 gl�I I Y U 2.00' SHOULDER -4.00 BIKE LANE 12.00- DRIVING LANE (3) 12' DRIVING LANE (3) --4' BIKE LANE 2.00' SHOULDER m�,,,,�,-,JJJJI 7< PROFILE GRADE EQUALS FINISHED GRADE 01 N 3" ASPHALT U NpS SO O_ 1 1 m NPR\Es e<OA = S�pP6 D 2 5> > O J ) XCffQ�ARifS c=i w0� >Q W Z o ExCt;E 27EXISTING N QO3' (SINGLE LIFT) OF PLANT MIX - III 03BIT. SURFACE - - �V)J6' (COMPACTED DEPTH) OF 1 1/Y MINUS -1_711CCCRUSHED GRAVEL01011 18" (COMPACTED DEPTH) OF 3"MINUS GROUND Ui�Ui SELECT PIT RUN ¢Q 4 wl wl Ono I CROSS SLOPE = 2% CROSS SLOPE = 2% YI YI ' metro DRAWN BY: KEM DESIGNED BY: JCR DUALITY CHECK: JAC ATE: 5/13/99 TDH JOB NO. 89725 NOTES: 1. THE TYPICAL SECTION SHOWN FOR MANLEY ROAD DEPICTING A FULL DEPTH SECTION MANLEY ROAD ACROSS THE ENTIRE WIDTH OF THE ROAD IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. MANLEY ROAD IS TO BE WIDENED AND PAVED. WHERE THE ROAD SECTION TYPICAL S E CTIOiv N O. 2 STA 4+24.51 TO STA 6+58.51 TRANS TO TYP NO. 2 (4.0% SUPERELEVATED CURVE TO LEFT) CURRENTLY IS IN PLACE, THE 1-1/2" MINUS MATERIAL SHALL BE PLACED TO BRING THE STA 6+58.51 TO STA 10+29.28 TYP NO. 2 (4.0% SUPERELEVATED CURVE TO LEFT) ROAD SURFACE TO AN ELEVATION 3" BELOW FINISH GRADE. THE FULL DEPTH SECTION STA 13+52.45 TO STA 15+86.45 TRANS TO TYP NO. 2 (4.0% SUPERELEVATED CURVE TO RIGHT) INCLUDING THE 3" MINUS MATERIAL AND 1-1/2" MINUS MATERIAL SHALL BE USED TO STA 15+86.45 TO STA 21+13.33 TYP NO. 2 (4.0% SUPERELEVATED CURVE TO RIGHT) WIDEN THE EXISTING ROAD AT THE SHOULDERS ONLY. _L. 40' 60' NOTE: STA 19+13.96 BEGIN SIDEWALK 2. SCARIFY THE EXISTING ROAD SURFACE PRIOR TO PLACEMENT OF GRAVEL. I I I I S C A L E Z O_ le fL (/) Q 12.00' 18.00' -- 18.00' 12.00' Z c f) NOTE: DIST TO R NOTE: DIST TO It VARIABLE FROM STA VARIABLE FROM STA m z Q O 15+37.85 TO STA 20+64.73 16,00, 16.00' 15+37.85 TO STA 20+64.73 8,00, 8.00' (f) O � w 2.00' SHOULDER 4.00' BIKE LANE- 12.00' DRIVING LANE 12' DRIVING LANE 4' BIKE LONE 2.00' SHOULDER FILL IN HIGH SIDE WI >- V) PROFILE GRADE EQUALS FINISHED GRADE CRUSHED BASE COUR E W SLOPE JPR\E;NpS - fk TO -- Q z JQ J 2.5:1 /D < zQ ZW � aSp U s�Cy, 3" (SINGLE LIFT) OF PLANT MIX cs cs BIT. SURFACE 0i Q m 6' (COMPACTED DEPTH) OF 1 1/2" MINUS SELECT PR RUN CD _II \ 18" (COMPACTED DEPTH) OF 3"MINUS SELECT PIT RUN EXISTING GROUND 36.00' CROSS SLOPE = 4.0% (FULLY SUPER ELEVATED) AD NO. SHEET 21 24 NOTES: MANLEY ROAD RECORD °STA" 1. THE TYPICAL SECTION SHOWN FOR MANLEY ROAD DEPICTING A FULL DEPTH SECTION STA 21+13.33 TO STA 22+50.13 TRANS TO TYP NO. 3 �.. ACROSS THE ENTIRE WIDTH OF THE ROAD IS SHOWN FOR ILLUSTRATIVE PURPOSES STA 22+50.13 TO STA 36+64.27 TYP NO, 3 *; 9+ DAVID J. ONLY. MANLEY ROAD IS TO BE WIDENED AND PAVED. WHERE THE ROAD SECTION NOTES: = CRAWFORO CURRENTLY IS IN PLACE, THE 1-1/2" MINUS MATERIAL SHALL BE PLACED 70 BRING THE TYPICAL SECTION i'�10. 3 �� w 1. STA 19+13.96 BEGIN SIDEWALK NO. 870 PE '° ROAD SURFACE TO AN ELEVATION 3 BELOW FINISH GRADE, THE FULL DEPTH SECTION H 2. DITCH ATR/4A7TOE FROM STA 25+00 TO 36+64 INCLUDING THE 3" MINUS MATERIAL AND 1-1/2" MINUS MATERIAL SHALL BE USED TO SHALL NOT BE FILLED OR MODIFIED IN ANY WAY. WIDEN THE EXISTING ROAD AT THE SHOULDERS ONLY. L FILL SLOPE SHALL BE MODIFIED TO GREATER N" 11 00 THAN 3:1 TO MEET FIELD CONDITIONS m 2. SCARIFY THE EXISTING ROAD SURFACE PRIOR TO - 18.00' 22,00' —--- PLACEMENT OF GRAVEL U ZZQ QOI F C 16.00' 16.00' I I/l S O R 1,00'— 5.00' APHALT S/W I 3 NI"11 I �Er 3" 2.00' SHOULDER 4.00' BIKE LANE 12.00' DRIVING LANE 12' DRIVING LANE 4,00' BIKE LANE 2' SHOULDER I (/111 OI of J zlzJJl ��J mI-I V Y 3- (SINGLE LIFT) OF PLANT MIX ml Z 6 BIT. SURFACE 1 NI Q 6" (COMPACTED DEPTH) OF 1 1/2' MINUS 0 pal C;w CRUSHED GRAVEL n Ulvl Q O 18" (COMPACTED DEPTH) OF 3" MINUS z I I �1 m 0 20' 40 60' SELECT PITRUN o I I 2, I I I I CROSS SLOPE = 2% CROSS SLOPE = 2% > S C A L E Y V)(n U) LL Z D www O �QN Qy- \ Imi mi t� a w CK 35+28.1 6 \ IA ' ��J RISER Li ' ? 4668 -- -- - 4668 �I wmI 4664 --- - -- -- - - --- - - -- -- / 4664 YiYi Q 4660 - _ -- -- -- - 4660 m m m ;RAWN BY: KEM 31 +48.71 1 ESIGNED BY: JCR RISER -)UALITY CHECK: JAC ----- - - --_-- DATE: 05 13 99 4668 ��'� 4668 DH JOB N0. 89725 RISER 29+66.95 4672 -- 4672 z - - o 4668 - _ __ z 4668 z o v -- - - -- - - - v (wn 4664 ---- ------ -- --- --- — - 4664 o Q U) (ten 4676 RISER _ 27+78.19 ---- ---- - --- -- ... - 46 7 6 m O o U 4672 4672 - _ w -_ ---- I _ _ _ - - Q z cn - - -- Q � - RISER 23+03.27 z w ry w 4680 --- 4680 N z _ -- 4676 -- - - -- _i - 4676 C Q w w RISER 1 +30.38 ~ 4708 - 4708 4704 4704 - -� -40 -20 0 20 40 SCALE: 1 " = 5' HORIZONTAL & VERTICAL -AD NO. SHEET 22 OF 24 `0NTA V I RECORD - CRA 8709-e-_N 709 1 PLAN I 60' R/W I N NA 36' GRAVEL SHOULDERS I I I O U ZZjo 32' PAVEMENT WIDTH I pp I OZ- 24'DRIVING LANES I I I I W I w Q 12 12 1 Z 2 EDGE OF ASPHALT I I Q 3 CQ �I ��� G W OZ 01 a 30.00' 10.00' 4' YELLOW BROKEN LINE QII a u? NOTES: i 8" WHITE 500' OF 4" YELLOW �I TO STA 4+85 I �V 1 1. EXTEND SOLID 4" NO PASSING LINE i i N 500' OF 4" YELLOW � E m2I lco Q II 2. PLACE PREFERENTIAL LANE SYMBOL q" YELLOW BROKEN LIN I I& REGULATORY SIGN (R3-17 MUTCD) - - - AT THE FOLLOWING STATIONS: I - I IN— 1+50 RT 0 13+50 LT & RT �r] O 31+50 RT STA 3+$$ END TAPER o o v 1 1 I m 34+00 LT NOTE: FINAL CENTERLINE CONFIGURATION SHALL Cf UI UI O I 1 BE DETERMINED BY THE m v)N 0 '4 Z II PROJECT MANAGER a a coo O Q y 10 a °iI°f1 0 u1 J a IN I N I m I 8" SOLID WHITE l 81, l w BIKE LANE TYPICAL PAVEMENT MARKING DETAIL 2 «Q I coo o I 1I NOT SCALED gl gl I EXISTING EDGE I I I O I I 120' 40' 60' Y'1�d11 OF GRAVEL S C A L E ml ml ml 8" WHITE LINE I DRAWN BY: KEM IO2+17 STA ;IUALITY CHECK: JAC E DESIGNED BY: JCR TURNING ND TURNING LANE _[ATE: 05/15/99 I TDH JOB NO. B9725 4 DOUBLE i� NEW EDGE OF ASPHALT NOLIPASSINGNLINE / PAVEMENT MARKING OUANTITES 4' BIKE LANE[ 12' 1 12 II (TYP) I ITEM MATERIAL WANITY � I I 4" DASHED YELLOW TRAFFIC LINE PAINT 3 GAL O I I 8" SOLID WHITE TRAFFIC LINE PAINT 55 GAL �a0 I I 4" SOLID YELLOW TRAFFIC LINE PAINT 11 GAL (n REMOVE AND RELOCATE I I 24" SOLID WHITE TRAFFIC LINE PAINT 1 GAL z Q EXISTING STOP SIGN PER MUTCD JI 0 ARROWS PRE-FORMED PLASTIC PAVEMENT MARKING 35 S.F. O WORDING PRE-FORMED PLASTIC PAVEMENT MARKING 45 S.F. W V) Q Q � > z 24" WHITE STOP \ APO PREF. LANE SYMBOL PRE-FORMED PLASTIC PAVEMENT MARKING 45 S.F. Q Q STOP LINE ---------------- m z _Z - — — -- c p E>_ STA 1+29 BEGIN PREFERENTIAL LANE SYMBOL Y � DOUBLE YELLOW 4" (n SOLID z NO-PASSING _ < Q _ Q- LINE GRIFFIN DRIVE — n a a :�i o 3 z Lij z __ REGULATORY SIGN0 (R3-17 MUTCD) t0 N O SIGN 4 O F 3'_4 - J m U) 6'-7" z 3 < Z T-11" g Q 4' BIKE LANE TRANSITION DETAIL—GRIFFIN DRIVE & MANLEY ROAD o I 12 3 TYPICAL PAVEMENT MARKING SYMBOLS NOT SCALE[: AD NO. SHEET 23 OF 24 [] MANLEY ROAD PRESSURE REDUCING VAULT LOCATION ELECTRICAL SERVICES RECORD _ —= TO VAULT (VERIFY --- ---__ —_ 1 --- T- —I ° — --° ` ' LOCATION W/ENGINEER — //�� Senechal and Snow F- - Consulting — I Engineers OVERHEAD P ER LINE RUNNING PRESSURE SENSORS — HONEYWELL lu IA A..S.°te SN4117 - . ._— __—� P.O.On sm I O—t Palls,WT 5W00 COINCIDE W/FENCE LINE 404 SERIES PRESS—L R -R`LS (/06)40-N�i FAX(�)453-� LOW PRESSURE — ALAR1Gi—" ELOW I 600 ate so-•ee 20 PSI, HIGH PRESSURE — ABOVE (406)u 5m i Pi`(1)�'5 BARN 90 PSI SEE 1 N / NIA Y x M + ° I 1/2" FLEX W/CONTROL WIRING * STANLP- A. +`1 -- —` - t O t 3 sF � � � TO PRESSURE SWITCH cf + s v 4 At- y moo' 3/4" C. W/CONTROL WIRING TO �a•�• I I a ALARM SYSTEM TELE. DIALER m VERIFY REQUIREMENTS /9 I - --�- -_-'� W/SYSTEM SUPPLIER z 10 ` I- — - - - - - - - - -- -- - - - - - - - �— z o to PRESSURE REDUCING VALVE z co VAULT ELECTRICAL PLAN Q 1/4 —1 0 GAL IN PARK IVE , —I N PRESS RE R UCING / POLE INSTALLED BY CONTRACTOR TO SUPPORT Q O j VALVE L C ION ELECTRICAL SERVICE. LOCATE IN CLOSE m PROXIMITY TO VAULT. VERIFY REQUIREMENTS 0 s W/UTILITY COMPANY COMB. METER/MAIN BREAKER, om.a by sac SITE PLAN MIDWEST ELECTRIC CO. _ 0 100' 200' 300' � � MPm.aa b, MODEL M101CB2 W/(1) 20A—lP SCALE I I I I � ` � GFCI CKT. BKR. • 1 _"-200'-0" MO fi•Num°er P.MG cno 5.4 F.W 1=2400 o<t. 5-25-99 POWER POLE, 3/4" C. W/2 #12, PHONE DIALER OVERHEAD PRIMARY 2" RGS CONDUIT MAST. 1 #12 GRD. LINK AND TRANSFORMERS WEATHERHEAD AND 3 #2 LOW HI BY UTILITY CO. SECONDARY RISER BY CONNECTED FOR ELEC. CONTRACTOR 120/240V. 10 3W O I I I I ALARM SYSTEM TELE. DIALER PHONETICS 'SENSAPHONE EXPRESS' J—BOX MTV. I I IN NEMA 3R PADLOCKING ENCLOSURE. WALL BY VALVEVE L_J MT. ON 8"x8" PRESSURE TREATED REVISIONS POST, MIN. 3 FT. BURY. FINISH GRADE 5/8"0x8'L DRIVEN —#6 CU. GIRD GROUND ROD 1/2" RGS LOW PRESSURE HI PRESSURE CONDUIT SWITCH 20 PSI SWITCH 90 PSI ELECTRICAL PLAN CORP STOP �— SERVICE STUB 1" C. INTO POWER 3/4" C. W/CONTROL WIRING TO SHUT—OFF TRENCH, FOR TELEPHONE PRESSURE REDUCING VALVE VALVES SERVICE VERIFY REQUIREMENTS — — W/SYSTEM SUPPLIER 1 O PRESSURE SENSORS -- WIRING DIAGRAM POWER RISER DIAGRAM E - 1 NO SCALE NO SCALE z