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HomeMy WebLinkAboutCottonwood Condominiums Phase 2 LEGEND - � 4 Q Fsa- PROPOSED SANITARY SEWER MAIN 1 � so so `r.&..s«.ro X y�CHAND A. �• PROPOSED SANITARY SEWER MANHOLE !�; q / 5tr u N N t �i`so) PROPOSED SPOT ELEVATION o�.a SST Ede °rNo vru ,acw ww m Mon m•nl B. y>( AFC,St FP �10 PROPOSED DRAINAGE DIRECTION (DIRECTION OF DOWNHILL FLOW) - - - - - _ ".-_- - . - ______ -_IEmroat POND E USE ratio As p,, - SHOWN ,.S DEEP E 5]5 4 a DA (' /.G't'T - .. __- -.~..- _- ...uw arTN.,SIDE sLOPEs + B T ..=_ate-.- ,�„A Sheet 1 of 14 PROPOSED WATER MAIN BOr s7eT 5O TOP-47B9 - -- - - l7C S -= PROPOSED CURET AND GUTTER '+ PROPOSED FIRE HYDRANT '�.wIf! All� m a g EXISTING 50'WIDE PUBLIC STREET AND unutt EASEMENT PER UDC.N0.2014066 PROPOSED WATER VALVE j i 7 g PROPOSED STOP AND/OR STREET NAME SIGN um•.am...:'a. '1 _ _ -� "� I-`�'�? -.1 ( - _ TER�ib N1410 U.S.AEsr coNNUNICAnnls,INC I' ...______. PHASE LINE i ."•.- - g , - -- ' zz I.I ` m g0 PROPERTY LINE I� �-11 � � " 10 m ' o'W w,TIDE +rvmro,•,A J•_ p U I T ry 1 ' AW PVI SYMBOL •""�'"" -" s{awwl PHASE 2:� �o� �I .I i ED 1, SWALE ( IS PROD C1 „a'-�. ;.m �I •„n Vim' ;II8 Alt EXISTING SANITARY SEWER MAIN -i EXISTING SANITARY SEWER MANHOLE a1.WN Z88 SB fit }� I r C 5 EXISTING WATER MAIN I i� �! •.»�..«,.xw., &C PI11 I ' a =^= W I _ NEW DETENTION POND AS EXISTING CURB AND GUTTER j �,I t� I • - 66•r • 11 OFEP 1,85 USE DS OFTtsLOPcso u[vnl EXISTING FIRE HYDRANT /! @ u�oe.. + r EEEV=479c.00 t�etg1A 9 e • r .sMni nw i!I� I NQ TOP REV=47S4.W I - � PROPOSED - �•-6i I + "� --i �" I EXISTING WATER VALVE . _A+ F$- A PARK - -�-� v __ 50° I Oa 1 • EXISTING PROPERTY CORNER t A, cwan^mn,�- 5/8 INCH REBAR WITH 1 1/4 INCH $v „y .waraar 1 - [ PT+>o''• ''+�O _ �` i P• PI�. , PLASTIC CAP MARKED(C&H H9518ES) - �'•` -'' $ - �INsal.CONCRETE PRIVATE UTILITIES il�, \I • _. ;_..,.,ia 4S#u Wttn STRUCTURE a UTILITY CONDUIT (FOR PRIVATE UTILITIES) "F- 1 - --� 11\ ?, I .`� ^'b`P�-,.'.� `wm."°"'.` I1 PROPERTY DESCRIPTION 8 ; G LOT 2S MINOR SUBDIVISION NO. 365A t J �•� T• PHASE 2 �� ' T THE SPRING CREEK VILLAGE RESORT LOCATED IN THE SW 1/4 OF SEC. 10. T. 2 S., R. 5 E. '""^"" E E r• r e i ,a ! OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA !N _ '� I r. }} _ E - '-1- I '• THIS PROJECT, i. ISE.IDEc 97550NroNu. ,s DEEP s7s so.R. e a Wo OEnTN s::TIDE OP ELEv1,85 orroN ELEV-48a0.» N \. EXISTING CONCRETE ,PHAS y 4 O OUTLET STRUCTURE (EXISTI G) LOT 2B J IN Sued.76SA ' Rav-attt Street Zrl h,T>,ows�` 11714 - - ' °.+'mix .• �,J�' ns. ,.,� e�rM°'• -�, _� _ LOTS i' fTl �,,a Jam.%w',y � ° D:.�.,•FL `� IS/ S 127 F,.. PRIVATE COYWk1s EXI i i -_ �• i� law,d Tee 'c`'-_=_e--- _ .. r ea; '�� \ I _ •- '� .7� / xrt u.v- AND TRAIL LUTILITYEASE EASEMENTS AND IRATE EASEMENT � I I E y`S Ee•r„o xmr V`'V; ,eo,SI TO BE ABANDONED ` u i - •".;'• i THE RIDGE ATHLETIC 1 708.34 ----� ____�____�___„.- `a�w 0 '� I CLUB SUBDIVISION J4651 LOTS 4 FditbiT-Stf'eef- --9- �r-- - - - - / . `--vROPoseo .,I-�- ' _ Bo :a4asos' ,�.ol I ,F ���\ 3;�s�f, •, sn.aa�INABE[M1SEMINr- GENERAL NOTES ; 708.7� F ASP IA T RNL k I ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, Jd I O MPWSS SIXTH EDITION, APRIL 2010 AND THE CITY OF BOZEMAN I - -sl li. - - -:f-= --- a R.J�RJ, - 'S � 7 ,." f {t i-H I 1 t� MODIFICATIONS TO MPWSS SIXTH EDITION, MARCH 2O11. :- .` - 3 0.401_ 'o�T�Op _ qe`.� cd� .�� _ 1 / I I U Ell u� h I f f V 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT Z - °A�� /! ��� <, I - f4kl�llll111(1 �I� II'" N THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT $ i aF�I``ii``TTiiT�T���I�g pill 11'T7-IUttY,il ltrT-Tf-ttl P 8 dt V O 3. PRIOR G THE PRICAPONRSHEET MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE �� �' I`fi!II111 II II II PROJECT, INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT R r� Y H Y - V AN MATERIALS B T ENGINEER.DE r 3 I � V AS BUILT 6/27/13 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. LOT"��•"°""°" •1 - ^^'.S^ 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING AND WATER OVERALL PLAN ^ � DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. SCALE.- 1'=100' Fool 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. VICINITY MAP 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. O 8. BENCHMARK: FIRE HYDRANT ON NORTH SIDE OF FALLON STREET NEAR INTERSECTION WITH RAVALLI STREET ':�•1; ^^ IC 1 - DRAWING LIST U ELEVATION = 4811.83 "STAMPED FLANGE BOLT", CITY OF BOZEMAN DATUM. =i 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. __ AB1.0 - OVERALL SITE PLAN ,t AB2.0 - SANITARY SEWER PLAN & PROFILE (SLOUGH CREEK DR) __- 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE A82.1 - SANITARY SEWER PLAN & PROFILE (PALISADE OR & PINE CREEK DR) OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. __ .-I•-- - '`_ AB2.2 - SANITARY SEWER PLAN & PROFILE (MILL CREEK DR) Drawing Date: 8121113 SOate In Feet '`�' � ,,,,€„r`' :i!_. I!jl_! AB3.0 - WATER PLAN & PROFILE (SLOUGH CREEK DR) 11. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. 100 0 100 --II IIII r !!I AB3.1 - WATER PLAN & PROFILE (HANLEY DR & PINE CREEK DR) I•� _ A83.2 - WATER PLAN & PROFILE (PALISADE DR & MILL CREEK DR) 12. CURB RETURNS FOR PRIVATE DRIVE SHALL BE 15' IN RADIUS. 30 0 30 III I W S9F1� I '`� j "'1" "' ",,, ii i III - AB4.0 - ROAD PLAN & PROFILE (PALISADE DR & PINE CREEK DR) Scaie /n NeterB t_. AB4.1 - ROAD PLAN & PROFILE EAGLE CREEK & MILL CREEK DR A B 1 O 13. CURB STOPS SHALL BE INSTALLED 9' PAST ALL CURBS OR SIDEWALKS. -1 -- I .. 'I AB4.2 - ROAD PLAN & PROFILE (HANLEY DR) ) 14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA ��-�{`! • _ - AB4.3 - ROAD PLAN & PROFILE (SLOUGH CREEK DR) REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES -• _ AB4.4 - ROAD PLAN & PROFILE (STORM SEWER 1 & 2) AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. _ '+Ii+ AB4.5 - ROAD PLAN & PROFILE (STORM SEWER 3) 15. ALL INTERIOR/PRIVATE STREET NAME SIGNS TO BE BLUE BACKGROUND WITH WHITE LETTERING. -- - A65.0 - PRIVATE UTILITY PLAN 12518 oPG�� a d P �/ s bars d°a, Rib'l• 5\�a \`. J J 1 ° e- ola°�' °P '!!.` '\%'� i $ MN�t� P 3 f + _ ♦ y q ac° o ) + 1� fGISTE P$ S0As `�•' ' ♦ F A a.d ro s<a a elne.taro Na szul,Ma ws l un.. F,` ,G � I 705A rarer,a d"C°]]f Irene.]]7-9 toper.Cor<re r 1• �.l.a4s 4'•• / 1,I +Y .r 1/O / 11? �r'esj. _ y1!'IS 1 L p O'1-y��`r,j�b �� �• �aN.leu.:y� Nol[ Am pml,D.Iwen rmm�d..«Iwn,.rnonnd..o�g s Sheet 2 of 14 rll S 9 .i J ~� I \� ' I "O J z mr. 1z m I NP w tim.and—d w.er va<r,l.manna.wm D. u � - I � 9j � .a.ugnc Joining malerid Ntll W•Ram-NK• 4, O `'� y. ' � ♦ .p b� ro.a Wnl<e,c<pl b.lw<r ....e Pp.and manna.<a� L) m into ♦ I a� 2._0, ED / vr.co.l In1wcN onc..l.m nna..lwr o ac admce do A$IM daelgnpllm C-e]B J +�O e' P�egr'� P�y.. `� 5 ► D �'����p,�?,�yQ�� �t� ,� ^ `.,t. `\' � L /�1r� / 00/B ` 3 P���\� 4.��i'�"Q �"(l ~`J \�S bS �w.alreu�l7e`• �a m m ANJ� J� �S"'O 4i a � _ 1n/ ��•' - 1aOs ppx ...e.l d,aM.l in-- 41 Q .ya O,I .^ a•a r Q aM�e.l..g0 neri gas.elea pnl(llplcoi J -s8S 8 � � •y p recoa D ...eeloM) ®600 sl � \\ ,3' // arannd=diaAol pipe Proroel a poured-M-pl—b— f P M ti dote bow,mpv.b ,FTO1'H Dor<-1'-0•c-c I is Iniun..s DeIP.pM W I B 1nNee.Precwl Dow. Mmrm --1 PLAN VIEW s'-m•as�I `n„dmw,u 6 nUw Ai Dww w /.� �.1 < laud Pe enaen. r/T�� Lei SECTION A-A O 3 SANITARY SEWER MANHOLE C2.0 SCALE: NTS C.O.B. STD. DWG-N0� 02122-1 QI 0 ec'P �06 SLOUGH CREEK 4805 Ox �.�'o�p0�0 v4 `(e <iy DRIVE Q-�a3°�'1`�pk' � , 0 E�• - 6 �°�y G.6JP E F 5�i P~ `9100�0e o`'9"0�0'0 10 �o�a►0�ry s�`� tiry��aryo0y - p� 4� ��Pc' 1x J6 M1� � ��w�10 67- 1°'iLb►' t. 5'c s0.-LM� - Wr� 48fiG h 4 lt+p' ' C/ISNJG GRADE 4795 _ __ _ _ 4" SS SERVICES ppopOSED-GOAD _ -_- LT RT - _—,- _ _ 2+77 53 2+69 95 EXISTING R 4+98.08 3+52.24 O F+1 G A 4790 NEW "x58. -_ , - - -- 6+69.88 4+79.09 MARCH RCP CWLVERT 6+73.85 4+83.02 W -- IF.L.-azba 6+6 .9 O 1 //I 6+67.95 r � NEW 15`� \./ M NEW 18'STORM SEWER SLORMeSE WER O h+ri F _ _ •• _ o 127.64 LF B"SDR-35 4785 NEW 8'WATER MAIN F.L -84.43 78.0 LF 8" SDR-35 170.4 LF 8" SDR 35 EXISTING PVC SS O 0.405% PVC SS®0.4497 PVC SS O 1.432% 42 LF 8" SDR-35 - 56.4_LF�"ERR-35 PVC SS O 0.405% PVC SS O 0.745% INSTALL 4'.4'.8' OF RIGID O 1_0 0 LF 8" sDR-35 FOAM INSULATION 4780- -126-7-LF 8"-SDR-35 PVC 55 O 1.3387 m o o I LF 8" SDR-35 a PVC SS 0 1.1607 1" WATER SERVICE 65.6 LF B" SDR-35 m m m m m m rn a PVC SS O 0.4007 PVC SS O 0,412% Cl.o - CROSSING.(TYP.) Ow Z 0 O 0+00 0+50 1+00 1+50 - x¢ wa w n m o.l o o.,. o rn °4 _ o o_ o o_ o o_ ;�SANITARY SEWER MAIN PLAN AND PROFILE ° ° m_ 820 SCALE: (1"=50'-(Y" HORIZONTAL) (1"=5'-O" VERTICAL) Drawing Date: 8121113 0+00 0+50 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+0C. SANITARY SEWER MAIN PLAN AND PROFILE AS-BUILT 6/2 7/13 82.0 SCALE (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL) A B 2.O #12518 Xzc ,•I. z"'� L. _ N m© �_. � - py,D. Om U. _- WQ- a J - n Q '8 MARK A ROPOSED 8' FUTURE DAYLIGHT STORM bNI A _ mow'.z Zw >Q $ � � ASPHALT TRAIL DRNEWAY SEWER PIPE - dW - �"---- 1:r T O¢C - ��, �\ -a Of 11p, oald•S EXTENSION w ,I Jz_ a a F - v� Q ____ 4 •v ,.° o a rc a '� -` 4+40.28 PI EEK �� oISTf• ' Z Ja NEW STORM 9.0' _'-__ _ 1 a i - I �' ;'�.$ `, b\\ .fl `\` in w Y SEWER MANHOLE " \__ \ IN� Q -- Sheet 3 Of l4 —F FPP�TOT FA (1' n A .6/i _1 1 ° t t 1#; N} \ y �, �I1 y �ZZX o m OU W 13+99.65 w I \. In 1 /N �, \' ,,,. 0 T�w> _ m m _ N Y .i � s \ ill FNwo @ulnE - 11+54.24 I ; = 1+37.61 Q g O l i 2'- N _`-- _ .:: _ t C O+OD {NSIAII NEW CATCH BASIN$ _ a 3 - - � 'o »�'v _-- 1 t°` l -q �� \ �\a�\ `�`. q/ aci 2 i AFTMC -�f dP.-Q6 •ss !PB = 'w _.. OHASE I N ► T7 . �S'+" PALISADE DR. - - 1a - C T OPTICE1lIE': fi O+DD PINE CRE •�•- _ 6 - d WPALISADSY`DRIVS W •W '•. " _ ' _ ,�Y ._I <�,NN�irc� � vmi8 - �ss.`--Pam a sE MAa SS + � sx¢rxxu r $$ U r 7� me"11 15' RAD. (TYP. 4" SS - �,.,�, I o x Mn xn tlL< 17 a^ Ul- as �F - \�� - G i. . - 0 CN 0 a w ar¢ c7' :a PLAN VIEW PLAN VIEW 7 A SCAI_i =50' ry SCALE: 1"=50' f••4 O 4- SEWER SERVICES W a LT RT r, 12+84.8 12+86.8 a ��y 10 OQ'4•E� a�'� <i ry 12 •O a i a0 a t0 }�4+� •.a xy�� c�gary�° p`O° c�e>��~0 y� 1h,'hryh� �•�Gti���o�a^, ����4°' G��°�a a�aa`' p ,ti�o�� �%��p�,s //�� W ,," d a�a�9A`t•.�� E Qv Qv °i' ,tio 0o Og.a 4� h+� PF� 5°yap P• ��.°a�a 005 PINE CREEK DRIVE 4" SEWER SERVICES �DE -- LT RT 4800 - - PROPOSED _ - -- 0+33.0 0+31.0 4800 PALISADE DRIVE-- PROPOSED GRADF - _ -`- GRADE 9PVC SS 0 2D296Y,5 _ 1+94.25 2+14.60 1 O EXISTING 1+9 3+012 2+16.60 u EX15T7NG G�tAP1E --- - .25 3+13.60 5 _1 209.3 LF 8" SDR-35 .9 LF 8f' SDR-35 4795 - . PVC $S 01.7807 241 - _ 4795 N T�to _ PVC SS O_ 0.682% O CIST)N sT M _ 3"Ss I 4790--- 4790 WEW 8"WATER MAIN F,L. -92,11 8 ^ F.L.-90.30 M Ip O, y n O O N O 0O O m O 0 4785 - - - r r; ro rci o� ai m o o l n ri Ni m rn rn m o, rn m m m o 0 0 0 0 0 0 0 0 0 0 a v a a v o a a e a a a v e v < 0+00 0+50 1+00 1450 2+00 2+50 3+00 3+50 4+00 Io m rnj - <I m m o r1 a d O r' r� m ro ,al to m m rn m m rn m m o• a m m rn a a v < a a a v a a a l (2)SANITARY SEWER MAIN PLAN AND PROFILE 11+50 12+00 12+6n I31 on 13311,0 1-1' , AB2.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-d' VERTICAL) - Drawing Date: 8121113 ( 1. SANITARY SEWER MAIN PLAN AND PROFILE AS-BUILT 6/2 7/13 22. SCALE: (1"=5O'-(Y" HORIZONTAL) (1"=5'-0" VERTICAL) 2. -- "_ PBRCUSON AVENUE N MARK A. N OWES 4T .. In 36' CSP ARCH PIPE — ----- _ - - 'n l _ — a `wr{Eg I!P �'uan Sheet 4 of 14 li i„ fI i:ao wY_ j Lil l,. �I I cm�E ILL mo T) a ss a. m ��� .� 1 ®L c❑o T� I N N VI i •�i' so N I d c i- �2o LLJ - p d W I^ f O z U - a 6OJ. E3e Lg] SS w x PLAN VIEW- Q p� SCALE: 1'=50' w � a 13+99.65 = + � a sMti%, h� •nth y4.yry ��.ag r r LZl 4805 MILL CREEK DRIVE pRC{POSED'�,CRAVE 4800E>�II ,SN RADE 4' SEWER S RVC S i LT RT 1+59.44 1+81.08 O 1+61.44 2+85.57 2+62.31 V N 4795 138.1 LE 8' S -- PVC SS ®t.429%429x 4790 - O m M m N h N N Of N ^ N EO M t0 v+'�I � d .D Oi ai Ol D O tV'. tV N'I M r') o m: m m O O O O� o o O, O o o a a a a a a N a a� al �II a e' a a a U 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 nSANITARY SEWER MAIN PLAN AND PROFILE Dratuing Date: 8/21/18 132.2 SCALE; (1"=50-0' HORIZONTAL) (1*=5'-U' VERTICAL) A S-BUILT 6/2 7/13 A B 2.2 #12518 1/0l/ N N d \ \ g-QQ,00y0' ��O .� b,�1 (�/ �\ •`i�; a ��: � / �' p0' ��G� .,_.d,�,. �y ; 69��`>,y�' ��p�2" �s4a�� \�\�OGPS�C�.::�c�" �(`'?� _ \,�/'�,f���'• � _ 3y� ofy� \\ r� �r oiy/1.S J4�Y'Cep�JP Py�PS F, 0 C9/ 1, \, --. ' I% 6 .. •' i PO ew Q'<O ter' <s �✓ - Cr. / - CL 7+93.22 + 101, �`e0ry 6a PLAN V0EW eJ qa.\ Ory y1`�01°e 2p °5 yl cPQ4°OFF�� OPYJ Ml ��O'y o"��P e�y 0�000 �.��•y`��, J°y yea �ePy \��`�ti cp0 pe�PYz� \ 5 pPSQ° 5R0OY� ti 4e,�`�°Y YJc� y� o•°' 0`��`'acd° y Jpy �. `�`fie°a P�Q x tiry�Y00�P\ � eL�a°5�� �F°.�0� � \RP` Op y�Y PYJO �pP.` 4C c.�`.y1ePa°y'�`a y'l Q4e 00 °4'QL'9e'l`a�° 0yey 'C2'O'L� PJ'rp 'g. YY�a`� FV4 `�QQ�" pF: i pQ 4i+VP"1'1 ay g pS e �.o ti a`'�a �• y�PR� �4�� <Cc�, py �y c �o o p0�'Y`°f• ^ ,5 +0'Y4a 'L'S J, GP•e PY '1�' \a t��i 1 yP a �C ,�O ° p. Y v► O ♦PY�lF,1c 0�p Z 4805 �5�0 6�PyP� ���,0 pPy�° y�gv��p�pP� oy 0�0� •°" y��,5` `°'��y4� cdPo e`er 'L°' YeG E\�`'.*L"Q`i'�.• � ryQ° zlpa 1PYy� ,°. c?0•lG•pT, �`a�y� \�1�'QI•Jpl, ,• MCPy��Pl�a - ► �0�,`Q. \'.� 11r�0,•`}'�a - --' --- 1' WATER SERVICES �aw5 e .50`PJ'PYYo LT RT 4800 *�eP�1,Y�012o0 3+It40 2+8212 •'`SyO ,QJa4.000. 3+07.38 1+96.48 �' 5+79.11 4+07.88 �•c'\^�PatiSj.OJy\O p'L� -�-... --, 5+83.07 4+11.64 \� O 5+70.06 47955+74.00 =- O 1 G 4790-- L-EW t M 36".58.5" R ARCH RCP CULVERT I - n , 4785 764 LF OF 8"CLASS 51 DIP WATER MAIN FL' i87160Rw 5£w£R LNSTALL 4�x4'x8' INSTALL 4*.4.8' OF Rlpp FOpAM 4780 4 /NSULA IT 0"MGO SEWER SERVICE 7IQV " NEW El'SEWER BwAI` INSTALL 4'.4'.8'F.L LINE (TYPICAL) OF RIGIO FOAM _ INSULATION O D rn N n n O r �O m rn O n uT ,D r O n a m N O b m < O O O O N O rn Oi O; O O O O O O N ry rj i+j < e7 N N N rn 0 rn rn rn a+ rn rn m m m m m rn rn m rn m rn rn rn o ^ rn rn rn m rn rn n rn rn a o e a a a a < a a v a a v � a v a a a o a a e ♦ v a a < a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 9+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 l •,WATER WATER MAIN PLAN AND PROFILE B3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"-5'-0" VERTICAL) A C v-BUILT 6/2 7/13 OF Iay7, N 7 . II hr ��, -� a¢�inr. _�-�< i-fiW ! --+ trl•-:' c •I _ - -I tV4�wN r'S' 'JW I -�J 1 - ;0'dmi-- - - � ¢Nm 'r l yt�y�a"f riMARK AP Uc� vp. C c O CHANDLERE STIdC CA s' C - q4+40.28m v6+35.1 o o IoNcs d + z Wzo cscFNoo (0a INSTALL NON RESIDENTIAL v N s DRIVEWAY APPROACH PER Z 0 .O.B. STD:DWG. No. 02529-11 FoJ l x _ a s zw Sheet 6 of� .` p'O1345 PROPOSED PEDESTRIA I X-ING SIGNS NEW CATCH BASIN- (wn-2 w/ W16 IP) o+oo IN 1+86.04I t� � ., t tI,%-" - X _ W _ -+ +>•r"`« 01 m P rL SAWCUT EXISTING ASPHALT. - ss BACKFILL TRENCH WITH NON - - - _ i ✓,. ,� "'/ _ \ > x" SHRINK FL W BLE Ft TO �� Ir v, O � N. a e ASPHALT ELEVATION. MATCH -W _- - - _ IW�,- - _ - �_� _ e (n 1' � T ._ -- -- < - _ 6 EXI TING ASPHALT THICKNESS - J M SEWER (__-,L•' __ r � < +° '� ► D 'S S E56 N�- NEW _ WITH BITUMONOUS ASPHALT', 11, t _ - _ M - Wy T I� - Ii C _ E PATCH. r�QA-TER STAIR �\ a e ��3 U g -._ _ �,J �mt5 �� _ a ,� � p€ HANLEY AVENUE -.. ._ N Y a 0w o yr _ II _ 3 3• ry-� cD LL N-d v)6 n W LLJ m < I In _ W C� N�QN w --- - N M N aas- aG T(/ oW �wt ' m X co llyy1 'dOMd c a ic t Z •�- - F4 N 25 ix! 0 Y �wJ ri a vi - rIi� _Q IIYJ O�Z A I 0 "V N Q W I•�I r ' N W.J .� O a0 m Q W W�I�- 11••••�r11 RELOCATE DITCH m N a I a�_� a? o< PLAN VIEW oQj AS SHOWN �z r_ z J VF-1 _ i x a LL_ F•f.l W 0`Z 3 D w s U Z PLAN VIEW SCALE: 1"=50' ' 3 O QQa� �GI' e e6 �° P h .a 0 cfl a t° �Jyti tr pry fa' O y.S l-�`, O° � 1 ,�,O G,C� eP4�yQFQ' rr ,,, o°aa�G �� Q,t,Py G�•�2?�aa° hil 0`eay az%ry9' .r.QS*a0',ltt,G,CT,4C�.iic, •`.. pSa��J°Op4°S<, G.°°O. kQ �`P�� ov a�� a?�y �Pa d ��P� .0, y 0 3P HANLEY AVENUE ���� �0, p` � ` 4805pXry�P�`•� J?Q° O N ^ �ap•.ry`'�0;, eP, °�O� L ♦ a6' . 'fi�J 'l°•J 0 c `ly p `ay'�+pQ-P�yr'C�p°0 p 'y G y a'yh •a•., ^} as ,t,°}`C�G0;5P `ti`�y�? by � 1a �I 4800iyQ`" PINE CREE DRIVE �y E SHET C .0 4805 O -- - - -- - - - PROPOSED GRADE J Q GQ' [ PR04'E�c ` ExISTLNG GRADE i NEW 18'SIDRM SEWER 4800 - > NG / i 4790 - -- ---`� ` -• I J s __ . ,(� _ - -- - - - �L qAM 1" WATER SERVICES LT RT V O 1+05.0 1+26.0 Q Ex 8'wa TIP 4795 '� 1+09.0 1+30.0 -- 2+87.5 3+19.0 v 4785 ` f - - - -- -- -- -- 1- NEW e'ss MAIN - 2+91.5 3+23.0 qF 8" CLASSI 51 DI WATER MAN INSTALL 4".4'.8'- 1- E.L-9I.22 N - LiJ - - -- ---- uwi l�i i 417 LF OF 8" ^> IN RIGID FOAM 2;i NEW B SEWER MAIN INSULATION < < p n -I- EL -Bt,tB I dayy 4790 --. LASS 51 DIP WATER MAIN ---_ _ ,,^^ 4780 ! i _ _ _ u l O V, w L M tD O, v 1 O rn N O� r(1 O 1 N O v Or O.' Or O. c0 N P Jr' T 1 O O O. N M 0 m rn rn O Or O O O O O O O rn rn O O O O O � .- N N tJ M r•i ri v V' vi < N '. r t` rp I-- t0 00 Or al! afl al of Of m m rn Ol m n* O, O+ m m at Ors Or o, Or rn m m Or Drawing Date: 8121113 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 S+UO St]U 6+00 61 WATER MAIN PLAN AND PROFILE 2 AS-BUILT �WATER MAIN PLAN AND PROFILE �`'�S'B U I L T 6 2 7 13 A83.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 83.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A B3.1 #12518 NEW STORM B.b. '_-- _ x I� 4o- OL252 SID ,SEWER MANHOLE s �'� z U� -11 DWG. ',E If(11 EDESTRIAN CE) 5 - tT --- Ct- � 13+99.65 ---V) ---w ---- - 11454.24 _ IX' ' < HERE TO CORNER SIGNS PEDESTRIAN mpQhSTALL--NEW CATCH W:N$ "' z X-ING'S1GN eo'rn >` _ W ONE DIRECTION__ m P' - o- c AN ROW-(R7_1 -- -- - ou- QHAS O 382.10 FERGUSON AVSRUR i _ 1JSTYP� r.o0 s -- 15' RAD. (TYF.I—� �� INIERSECIO _ v. 36" CSP ARCH PIPE €' 4+22,00 1' u 1+38.39 m + .1 n o r b it 4-cOc' w + ma t �yy iim bl 'E�I Ili - kJ LI�,gi z ..1 W W N l as 1 e!_Jja W o W � i 1� ;a nII sS w I f W �Or PLAN VIEW_ SCALE: 1'=50' ; r II u 0 - d « �b z I's M .I'loo 53m o u - J io )>wF Z 1 11 R - )QW m N� r 1' WATER SERVICES 3 LT RT - 11+59.75 11+73 1 a - 13+42.45 i r o M PLAN VIEW 7 SCALE: 1"=50' H Opp °P, �.0 Pd� +e �♦ ��oti �� �"x a°�'�0 ,F J� Pa`c5 oPQo S'�.�'`'° ♦ �. �``♦ p`9 eQ``�♦pQOP �Q��♦, ti`' �`5�,�.` �c0` a���5♦�P�� ,�oo,t�,,,_P°� ��\y �-. cPQ P�� `° ��'G 0� c�~ �P� by O G �'♦� 4. 4°4. pPyN C� S.�^i ►� c♦♦oy'�� ♦ ��Ory ♦`tr�Q�p \ Id cP 6 ♦0 y� o� O+° °d y�o of 0�� �P�r "cu o- ,��" �J 4° ?° 4`3 $P°j \0' 7><�PSYFG 0^ �♦ J`' FP�OrD ♦h� VZ.Sri. , S., t� i c� .IS da� �14 d-�t p p1? �5�. `.�, �`"'�, ♦ � 1 4. ��. .C2F�°4°1' �°'' J O PS' 'Lq 1``L ,�'S.�4 , ♦�,t� c cR �6 a o' ��♦° 3�oti .�SQ �h 3a� �o c'♦ '0�°' 5~ P`'� a o�ti oy. `� le �`�`� h .h, ,}'6 epa� ° P a 2• ,>r ° ti .e c♦Q- QP ♦`�- .� ti" ♦Py +0 °p5'� +e��-O�e1b � ♦>< f`�' �� P 5'��`'°'�' �e��' °h ti gay ��s o� .`� P �.a{, P P 'S PS'�♦P'Cl'J? '�� o'L' 0°y.�. °x ♦�Q�O��"' 6q' J. GQ�Q -,rVT!'_ � ♦`�PyQ ��ry y�P�'CZ�0 c�OO`I' `7 y♦�5.��5° Q6PyPG00 ♦x S?�'yQ��G♦ ���``�� `i�V .t-Nei♦�.`LO;S P� ���ylQ' �Q�Q- 4800 PALISADE DRIVE �`� ,�5 MILL CREEK DIVE Y PUSLD FAD EXISTING GRADE. NEw le' INSTALL s'x4'xe' ?` PROPOSED.GRADE STORM SEWER OF RICO FOAM 'A�V 4800 - _ - �-— 4795. rNSULA naV _ � GRADE X157ING z_ 1 z NEW 15"S70RM EWER i - EXISTING 8" VYATT4MAIN - _ - EW 8'SS MAIN 4795'-- `_ 4790 — -- - 245.5 LF OF 8" CLASS 51 DI WATER MAIN _E ISTI G WATER MAIN INSIALC 1'x�'xB' IM r °iNsun'c°ona°vM - A;y 1" WATER SERVICES s LT RT 1, a 4785 - - _ 4790 ' 385.�i LF F 8" yLASS_51 ,DIP z 2+49.75 2+80.5 D, WAR MAI N 2+53.75 mrin nra m n m m rl w In or ry 1- m n io <orl �j o n v� a n r' N m of of o o of N of +i� 0r ap m of of v; m o o 0 0 0 o: 0 1 0 o 0 rn n rn rn rn m rn m m o, rn rn n n n n M m m m m m mi m m m a a a a a a a < a a a c a o L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 11+00 11+50 1_'+ Ill 12+50 13+00 13 50 WATER MAIN PLAN AND PROFILE �ATER MAIN PLAN AND PROFILE PLAN AND PROFILE 3.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 3.2 SCALE: (1"=50'-O" HORIZONTAL) (1-=5'-O" VERTICAL) AS-BUILT 6/2 7/13 (WATER & SEWER IN PLACE) Of- 1. _4 rwrn'!R-.cam., EAGLECfM89[DR1V a T _ 3 CHANDM z ciPH SE LP6 n ~V . aQgPOS j - b No 1i I __ - a.• ♦' S h,�, rl' �� $ .- �R136£E Flf3� - -_- - + _ _ - - _ _- - I'� RROP1ir5 DII IFTIC S w ,. - -- _:.yyy.OP OPT C LINC o - - - - - � � W - t0+00 0 +OOPAL/SADB10,68_.75 �"' \ p 7+ 1�-u -�JL 8+00 0 2000 FDATVI� 00 0 — 1 T—- 48 .25) +'� f + 98 �n Sheet 8 of 14 ir V .. N, z a N x. �` " 4 WIDE RAD. TVP 97.60_ .s�n,aa ALL HANDIC RA PS'`- =- ,snvis o�' \ mw 'r scc a«w� AT ALl INTERSEC m145(7YP,) {J f c,•...r ( ) p rrorz ss --- - (• _... 15' RAD. (TYP au K B CONC. SIDEWALK v -4 e u n w m o J m ED co C rn ��+ a ?R 3tp0 .•�,•''�� - w � � �g� { Im o +Do i F CD c 5 + a1 I D 2 GASS - PROP SE tr _ �� m PRDHD�U.SINGFE` PHAS6 LEQiWI PC +20.25 +O _ N90mUr '-�e588 y � if)I-- --. - FkOFOSEIJ �R \ o M cO I�w u��2 0 'SOP ilc uNLtSrKtTTMUM) ', _ - �` - -�• rn - L1J r�l g:r :!IIT� T :'f. = 111} n QU ,1 -,I• NI O ,I N o�Q LOT 2B � ,NL,,llt, (T,'�,��^ - w m PLAN VIEW MINOR BD. 365A SCALE: 1"=50' I 1,251,1 $Q FT ?•y.. _ - O - �. _.I � hry W 1 28.7221 CRIESGA PLAN VIEW_ U SCALE: 1-=50' U HIGH POINT ELEV = 4799.12 LOW POINT ELEV = 4798.45 ' IGH POINT STA = 10+61.22 LOW POINT STA = 11+74.42 Q'r p PVI STA = 10+66 PVI STA = It+85 EV - 4799.12 �� PVI ELEV= 419925 PVI ELEV= 4798.25 A 1 10+61?? Pc`}. VQFp A.D. = 1.49 A.D = 2,34 °P 799.2 K = 50.34 K = 3205 F'I' - 1 49 '*�' - �44�, ac°°M190 I 75.00' VC I 75.00' VC 30.34 y'.,� 5 �t ay✓ Je ✓� rnv a' W VC I p' PpP Axy �� m o m rn m n N m + p •�4, yp gyp° ry o rn m o+ a a ? a + dn, II A°j 4`)' FBI m h° ►110 Q y QPJ+Q n < + aoo pp,a0 o -J L1 0y 161 Q `�' o b, 90• �4p o, N n a xai°,S�"y a 1x���,4. ,LO. 1� ,'h° > > w w ? > > w 1�yh, ��^�0. m m m co I" a o d°°Hox 0+ s ► tiro a1a,�� - 9x ' - x►° �` 4B000h W s' PA LI ADE DRIV O ° 1 ----- -- - 0.84y, 1.59L _ _T •00,, ,h�ry91 PINE CREEK DRIVE ` ' a 3, l �' o eS�PRDPDSEo GR. _ _ - -- w 4805 �x 6.6 _1Q -_-, - __ 1- - 23T _ 0 .._ J _` �y � -�- i -� EkISTiNG GRADE I _ x Qo BP` J cq�" --� �p yLRAt)E � PROP '`FCi °� C`f0• _ _ :—L- 0• g�i• �k�- i y0 x''�� 1v,�' C',P'r0•s O 4ti IU - _156`,b��' _+_--_' - - (('L 1 O f I 7 ,� k _-- �Lp °hp^�0. •`D, 1, - _-.- C'qO J GRADE '9i' E%ISTING P °s 4790 °x 4795 ti y� �I �o oy�cgO �Y 47Bs - x °c o• w w �4790 �...---- 9ti-. •9\ I �.� i N T M 'n xi ►+-1 WILL � r� zw ~= nto" rn. ai N( •V mr,rno i6 6 mL6�m� n-^N Nmor Mm)vrnt rmry0rn „rntndarn hanmrn �o+QOrnIi mrn'O- arn 0 ao,,n MrnI Nn �rn.,� Mrn V qrn,mm ao a 'o W `'m `lo rn�m m °�°r,n1 mm�i0 Dl'mn ,7,00f OQ'pn a°l LuFFAiU/.I rn rn 'rn rn rn 'rn rn m �'� a',i °'rn o's a'rn a:o rn n, n n m g '- '+•: o c•' d.. v" v-r v <v aK ep as a� rn n n n.a ,r�. va va v-. '�a as av v,r e� ed a'd ," /^� N m n rn rn m m m � f I "tom 1Oo O1a�m m ai m m, C,_ wi cii r•i n - ri -a m,m rn 'm rn°' rnlO1 rn $ q o 8- oo o,"' o^ o�"° o�,a o:d o° o'"0 50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 tt+00 11+50 12+00 12+50 13+00 13+50 (� nn n.n nn n'm nm nm nm n no �10 m,m �.0 mm o mlm m, m� mom '►a "�'la '°'a +a a♦ aIa �Ia �v +� v a,o c �►,t �'y a�,�a 0+L00 0+50 1+00 1+50 2+00 2,50 3+00 31' CENTERLINE ROAD PLAN AND PROFILE U nCENTERLINE ROAD PLAN AND PROFILE Aea.o scALE: (,"=so'-0" HORIZONTAL) (1"=5'-0" vERncAL) 84.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) NOTE: TOP BACK OF CURB ELEVATION IS 0.21' BELOW CENTERLINE. NOTE: TOP BACK OF CURB ELEVATION IS 0.21' BELOW CENTERLINE FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. Drawing Dale:8121113 FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. AS-BUILT 6/27/13 A84.0 12518 - i E O >F t v n m �� o w m p - 60 LL x n z 1.1 of unvtay' 7 1y.0 B. STO. DWG. n 'D �I t� I,�O MARK A. z [o'. 02529 11 w �'1� L PEDESTRIAN $ CHANDLER z 09 491\ Nw 951KS W rH5T P1.1 110E C 0 BC7{ - - - _._ - a I i 4 RESVEWP't �PROA w w - JR619ICRE �O ,� w a PROPOSED O PARKING PROPOSED 'whEER � OR a. 3A a �' HERE 70 CO ER SIGNS PEDESTRIAN 1 i pER °,NG, N i�9' X-ING.S`ICNS o y 5SD• ,t t < - -—W-/4N DIRECTION- ~+ 0252@ „� o F ARR (R7-1 Sheet 9 of 14 Q z N — CR�gK B+o 3 $ N 1d DRPI 3e210 EE 2+00 1 GL6 r — zc� - I;t - _ -• ? wp 3 Z ----- HAT ----- 1 -o q —- N — - � w � � �� 36" CSP ARCH PIPE '\ _- c -- .- tq J N C n.A 10+68. 5 Ilw,r,w rn' "w� I, ImOi, EX STING m 11 �_ 0 "\ r pai�wz Za jw ui iii �_. I N r^i I IJ II ,1'AI.II. NON RLSID t� ! jt_. �' jli �i' ',n i, NTIONiia 1 - ce - a,4 DIVFyI Av�HGni I I �' + ND J !� W � I al if, pp �I O_ff Q ill �I� .Rlnd'F II ��F �- �� r,p i.K.�#T _ -'" ) C. �a »1 �'+w�`\tr"o• - / \��.. _t„_ � __-_. Ni ws _cro, �.. .. .. -28' � - ®a3s9sa9 6y9 VVV 4 5 Z ` o 00 00++ 7 Y'.am_ SORIV69 ---- +. 800.55 3+00 PLAN VIEW SCALE 1"=50' - o m t to - a o e M F_ z v, irY FWI 6o rz, � U 3 W + - � 1A�EN0 °°BN p IRESIDWP ?BOAC \ O N j o PLAN VIEW SCALE: 1"=50' F, .0 o xn' b,,% ♦A NOD ," `T ,/G� M.t9 1 x'So' wJ� w cfl x W d ti 4805 EAGLE CREEK DRIVE °" `N 4805 sE° GRA°E % _ x MILL CREEK DRIVE _-_ _ ✓Of,2A0E Q gJ 4^ '/_.• EXISPNG ; .tx 4yr Fq DE �26% 4a00-; _-2 - - .rLgF�y9e ti�4O 9BJ rYFc - - - PROPOSED J Gam' 4800 __ u �oiyLo��Fc °My �j� ^c FF �- _- EX75TING GRADE 4795 0x �IgAso.Fq i� y� E`A0 % 4795 ----- -- _ - _. �0'�6 9,F• q.{�� `+ O � o V � �F 04l �F w w �Ov� 4790 x_ zo C7 NN ---Zw _ O N Z' O i a,0 Or rO Wm OO O Om o m OMCV pppp OmN O M a k<1D1�,.rnQfli w N n N. N O a! QO Tom' Or Oi omi Obi' Or..Oo 0 Obi O 5�" O Op- O OM N N N ri M lll��. 0+00 0+50 1+00 1+50 2+00 ?+50 3+0i1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 O (I)CENTERLINE ROAD PLAN AND PROFILE V AB4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) OZ CENTERLINE ROAD PLAN AND PROFILE NOTE: TOP BACK OF CURB ELEVATION IS 0.21' BELOW CENTERLINE. A84.1 SCALE: (1 50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) Drawing Date: 8121113 Ct FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. NOTE: TOP BACK OF CURB ELEVATION IS 0.21' BELOW CENTERLINE FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. AS-BUILT 6/27/13 AB4.1 #1= z F <a 3 058 SO. FT, A MID DLPTH 4:1 z N= w^a SIDE SLOPES BOT ELEV=4792.8� w INSTALL'NON RESIDENTIAL O I O DRIVEWAY APPROACH PER zFp SB£0 O.B STD:.DWG. No. 02529-11 1 I I7 MARK A. 4 RETENTION POND 2A USE POND X z w - MATCH EXIST ISTREET SURF CE I CHANDLER j, AS SHOWN x LY DEEP 5,250 SF w<a=ROPOSED PEDESTRIA Ir' ' gp� �( _ _ _ �� N0. 9S1�S yan O MID DEPTH 4;1 SIDE SLOPES x-ING SIGNS ,'Sri'. Ct,K=�' � - 'Wo o a r BOT=4787.30 TOP=4788.8 ,- N _ -- (WI1_: W/W16-7P) l �1 �y7 '°Fa1s/t4E`p`,I NSIA_I NEW :ATC H BASIN - CUT EXISTING CURB I - I - z rk - HANLEY AVENUE h (���- c A - 6k �. c I SheetO1 10 14 R WEST BABCOCK �" 1n0.00 /i' k ; 'I i � -- --` 11 � �E � rT _- � /.�� " 4+00 a=� '' _= a f1i m CONCRETE HEADER DETAIL m Ij AA J f ` 91 O 3 �-- - / - -�.l C 1- xX j '�}� -` _ _ O II 1 A84.2 SCALE: NTSu� 44 AANLA'Y AVENUE Q N .1 z3 g R 0' n V w a vIt - i, �r Vl - r 6 L x o 0 o ITi � W e w� it �Ada�1s'a a I[l ) a A¢ x I� C, I —� r in r.a -� rn a a 4VV 11 12`R W ✓I arnpON Ol w W c//y r jlrt I a �n Gm Lj n c a a < TOPSOIL y' a Z u o a old l g ELI PC 215 (1vPJ fri-I 0 ATF C TI-11 - -- � ¢ ` a� � }— AS SHOWN - a �� �z a-:10 1G"R W Z DEPRL-SS CURB , THIS LINE tc' 4 ZOd C w a _ _7 _- FOR cuRe DaoP. 7.5' 0. CRUSHED GRAVEL PLAN VIEW BASE - S' MIN OO�QOOn OOOU OO OOOO SCALE: 1'=50' SUB-BASE COURSE ( FJ•� �M AS REQUIRED u HANLEY AV NUE �� ��1 P� term COMPACTED SUBGRADE --- �y .' 1 G. ,( .. 1. Sue9rode or Goee cou,ea compaction shod conform la notion 02230(M.P.W.Spea..1996 ed) O Cootrocuon J,m ,hau tro procea of 10•mtervme and.nau nave a minimum depth of 3/4'and minimum whin Pr I/Ir. 3. 1/r evp—ion 11o'nt material mall M placed of ail P.C.s.P.T.. we macho and Pt not mme Unn 3DD•intervals. TN P3 'O" °y M11E3 a paneion motvriol stroll evtentl thl'`* l" full depth of the cure and palter. ►+M 4805 Saner.hdu ee pissed w0m P lmol I—in,p tin er Ind City�lpinee.Pr Ne Npmmi,tawe. Concrete Moe M M-e000. L`�" j ✓ 4'?� 6 [nyed 9—6ou snou mrt iM rep 4,e ,N 0 Section 02235(MPW SPECS. 1996 ad.) for are ontl V� % C. putter raplxemenl pmjecM.easNsd rucA moy W used Iw tM 9raW Daw. 4800 - — ° ���,� h' �y "y�" INTERIOR CURB AND GUTTER DETAIL SCALE: NTS� px . 1Apy$qk - Q~ �0 h✓ °'� 9y 9,L1� Wx �1 rTl 4795 .-5 PROPO AD SED GRADE _ �1 1 NG E 4790 NOTE SEE SHEET Cl FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS EXISTING GRADE EXISTING GRADE W 4785xy0'.. �ti4,w10110 P3 ♦ s• `lint w r oE� i 4 TYPICAL RETENTION POND DETAIL it 4780 - �1 A84.2 SCALE: NTS 'Gl Nlm x. JIM rn (T 0:�: .I b:.; W.o 0,.� a0�. N` N ri Co Oi,ltOh m Jl tV� �m of' 0' rn o- 0 0- 0.- o �, �.; w - n-r "gib "�< e •Irti +In INTERIOR STREETS to m rn;' rn rn'g; X. Ol T Ol 1T. 06 m ^m �, ^ ,. - ^. ^.. ^ I`" ^ _ n-+• ^-. ^' n; ^ : ^T' nr n�m �II�rn �'i,vr �'rn �h Leo• �m � � ay ♦ o.t ♦.y s'v v.. a7 e.. <., av <y , 'en ~� +•' a.t d.r ♦i�L�_r+ ♦a .d_��Y - - - '� -, [Q) V M d V I+i 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 VgRgOf t/4-M'/F1 1.SLOPE I 3%SLOPE 3 SID W CENTERLINE ROAD PLAN AND PROFILE ]'BITUMINOUS ASPHALT 0��>t���� PU10 p YDt sOM.1.56 NiHEE 1{F/'j't. {III A64.2 SCALE 1'=50'-O' HORIZONTAL 1"=5'-0" VERTICAL SURFACE COURSE Ba ( ) r a 1 1/2 MINUS Ig6DA1Ep STEEL ON lrar 6'OF 1D 1GRAVEL/2�MINUS BASE GRAVEL BASE COURSE SpuNR RET RIAh aH1 NOTE: TOP BACK OF CURB ELEVATION IS 0.21' BELOW CENTERLINE. UNDER CURB AND GUTTER a CRUSHE fly cane n nls•u96 r^ COURSE OVER 9'OF 9 I VJ FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. KNp it DEve104.n93.6e = 6"MINUS PIT RUN I 6 DIAEIER COMPACTED SUBGRADE I„ 011111 PIP[ O m z NOTES 1. RESIDEINTEGRAL CURB AND GUTTER AS PER DETAIL 3.SHEET 4.2 i RESIDENTIAL DRIVEWAY APPROACH. 2. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE ' �•ae CONDITIONS AS REOLIIREO BY ENGINEER. a•flea PREcns1 caxaElE a•aA _ 5 TYPICAL STREET SECTION _ POND •1 OUTLET STRUCTURE DETAIL Drawing Date: 8121113 84.2 SCALE: NTS AB4.2 ic+iF NT5 AS-BUILT 6/27/13 AB4.2 #12518 0.0002`4,' O.rigfS. o01'v�y, O� �d-Ll.a0 '\ �i;_ (;'� CL CL 7+93.22 A y�0,Z. J h•�OQ �. .yd, rd,So 'Lb ,pS v c v 2. �c / � OF .O -- \ ,�a?`"OPGa� 'l1'�GQ4.�Or`by •>r� ojd, 1 �4jSS�°'�J .r�,�bb,J N �\ � `. Ck - Ck 1+72.67 r�Q�. ` -_ eY' O�G h°r'�°a10 'S' .$ L. ^o .,P�•�! So6"'�• r. 416 J,1, v ,_----- �.f - ,(' MARK A. .- Z' OQo •JO•C�J dO b'l, O,o DN W CURB �' CNANDLER m �Q1h0� I .( .y�'�JdD- -._ p Jy((sybh - GP1 �•\ �x `. b Na Ys1eE's O�! �11 a1 ��s��rs pis Ho / s o� �3. �s ° ��y� old / �% �o b�`y sheet 11 0f to ,( 1 lib ���•i / Q `�� Oss•'o''yS3,�/ C'F'9 / � .�.rp� A� 5� /:. d'o, \ >��n_@ v> •o LL� 4}���a pQ� ,�, �O /�Qr ICO g ;,< m �J6 O cLs�y 1Rt� tpi� . �U ' /'� c 5 .\ /4p w$a N a s h'•i�, ��� PLAN VIEW W SCALE- 1'=50' p„I U x U Opx � v, a HIGH POINT ELEV = 4792.30 HIGH POINT STA = 1+95.34 LOW POINT ELEV= 4791.21 PVI STA = 1+75 LOW POINT STA = 4+15.24 ¢` PVI ELEV= 4792.50 PVI STA 4+36.25 A.O. _ -1.93 1x PVI ELEV 4791.01 O? �• 480s OP�e 00.00�vc SLOUGH CREEK DRIVE - _ KD 5074 G94 ti 100.00' VC 4800 h ♦ x, 1 o tie Q ° m ° Qo V1 Y a y 6 try + a, x a w > N N A' U 4795 1 8 m > w -- PR '_ UPOSED RA m - - — -- --- _- _ A �I }0 �009 L 36% - - .571E-�- 4790 o iy St rT1 4785 P vqpLT4780 u o �.n ay 4S�l cr a io o,w N 00pp nN �,o w o�o nlN n ro rnm o �o ,,, ,nN ,a�� n o1O „�O < mm v>n o ,o� w� y oy _ yn O - Jl N nM .� .O� .N fJ O� ,D M O O 0 N rna, rn mrn °1 m O1m °i o, nrn Prn rnlm eon m mo, m �o> � ma; o, rnm mo, mQ, rn °'� °' mm m mm m m� rn m'� rn `° y� y ad a yy ay ya ad ad yd ay v y o y a cy oy any y� ynp y yd y yy `f "a y yy y ya y yo 0+00 0150 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 \;)CENTERLINE ROAD PLAN AND PROFILE Draunng note:8/21/19 B4.J SCALE (1'=50'-0" HORIZONTAL) (1'=5'-0' VERTICAL) AS-BUILT 6/27/13 AB4.3 -- FAEN DRIVE ,_ _ ^� 1 a RETENTION POND 2B do 2C USE Ev'CrING CATCH BASIN °' _ --- I`. POND AS SHOWN x 1.5' DEEP �"'� 04p1E� 4„�p EXISTING CATCH BASIN 1 I' a� 3.058 SO. FT. O MID DEPTH 4:1 •1�'• 4\•� NSIALL NEW CATCH BASINS \ e�In SIDE SLOPES BOT ELEV=47928 j:I: II,I ( k PARK A. MSTA.L NON RESIDENTIAL � NIAIOLER I N I F - _ j P ROACH PER O '�, „ NO. Y:S1�.8 ORNEWAY A P FOU r,l ,�. i I.'ll, ' '•. \ 1,. I In,,,� � 6. DWG. No. 02529-11 T i. 1I I Iv i C 4 [� RETEN710N POND 2A USE POND W z w j �(4 EL. - � AS SHOWN x 1.5' DEEP 5,250 SF m a o.PROPOSED PEDESTRIA -� ^+AEER • �� rr� \` - IO MID DEPTH 4:1 SIDE SLOPES X-ING SIGNS /' '_�� -• �„-, -'� R -- - - \ _ iBOT=4767.30 rOP=4798.8 (Wn-2 W/ W76-7P) I � - Sheet l2 of 14 NST LL NEW CATCH BASIN— % E� R'C/t,!'eA•f.TJ7 t '--'_'_- ": = I - _- �OA � - _ •' - I L= ` ,``_ ��.• py N ^�_� _ =1'BLIPG$ELB �•FH1�II1�" = _ _ -• ss - -'/ � _ A u I ,,: - m,^�, r � N Lo AzQO �1 `1 jf 1 [_ rtmQ �.�- .. '' �'A I �i I I�----- - ��a,��i NEW STORM SEWER Q - •L-'_ I 1� `Zi �`S t p W w � S �X al $ �I \\ 9 �� -- to z N d III a o ABANDON EXISTING cl Lz� d Ij o) - -- - O NO^ ,. a '�' RETENTION AREA W �a-' g1.T �I �� J �I o v rnn� D ,T�d '' = cr LLJ ,/i g- -- R _ _ Ylrh: -I- SO �9, 5 IGe NF'. ���> �aw� ( 5�N coLn C]O - E7EN71 POND iA od v % "BOT:a789 TOP: O_N k LL _ SF ® 796.5 AREA 5287 111 - �'� yg w -- _1d10 DEP -0,1-SIDE :. 1"W O 00 0.00 _ TM - $LOPfS-- 11 RE-ROUTE rn _ .I p # O04 __ - y '-- -- :- TO'YIEW POND I.v m'I _.___ - r am, M2 OonO I I Lu a "--H- H ll l d08d- Z o$ c�a^t rn l l a a 0 t--- -- ! 7.20 F Z O a Z J'Resor� Drive ?W z mom w ��� --- - ws • - -- ---- a - - - -. - -- - - `~r----- _PLAN VIEW_ w D- n 1 w SCALE: 1'=50' PLAN VIEW " zSCALE: 1 =.' H p'� a � a I O q\�4�'^o'`lr 5'C F Dry?0 a J O G.`�E�.'GP 1°O J+�k1GJQ' 0°O 0 O Py J\rP•�y.�0 G'Fv Ox G 0 0' k0 x°, �4•vGP�i � �.1'h'p1 k �y G' � N N CP Q Oa G� x EF POi 6 P P4 / G '. 'C, '�J•�y 0 GE.F�0. 00 °x yJ P�Y�.G�GOB •l0JPJ'p0000b C'�ZQ_ry0�k1 0 0. ? '�JQ0PG0.`0ryo'° \��' SQv�o'� 4i'�p F� 'lF. �`''^,g OPyI g 1 ^B � O � G. ry� Ov 90' PO 50 P 4,�'L�i Pv 0• �' Q p� x ♦1 1 •.� OA o 1x�,T o E' 99o0P'�G SLOUGH CREEK DRIVE 4795 25 ORIA SEWER O 0 PVC 53% �t�Q4�l°o A10 �� `_ 4 ���pQ a� 0 5 pe�� �F� HANLEY AVENUE t;{iADE 4ry`7' 'S GQ' -- -- ---E7p5PNG _ -- - P 4P yei. G+Q -_ •G-`'s'�C'A'�e1p• �y1 4790 - - 4795 ��0�._. _ 38.90 LF 15" SDR-35 PVC '1 O�O s _ -- STORM SEWER O 1.4% ���.� pgOP9 � - -"- OTTOM I EX �— F. - OND - � 60.2 LF 18" SDR-35 PVC BOTTOM a PON 44.8 LF 15" SDR-35 PVCNO�J STCP.�115EWHR O 0.503 _AD STORM SEWER O 0.602 m= ry00'SPy? �'� f CULVERT O 0.50% 4785 - -- -... a1°+q�004�' 4790 - i• y' - - - -- -_ - ' a o BOUTOM OF.POND .260.5 L 1F 8' SDR-35 PVC._ I SDR 13 PVC y -��_ 61-J G 1G - - 0 M 1 EWER -1.32% 3 NEW 8�SS MAIN 0 1� ' 1 E.L-89.70 NEW 8'WATER MAN 0 ..,,GG__ 1 ILIA--- _ 80.7 LF 18 E.L. -83.97 CaGJey1P G9;�0°' 25 LF 15" SDR-35 PVC 2 LF 15" SDR-35 PVC STORM SEWER O 1.397 NEW B'WATER MAIN STORM SEWER O 0.50% STORM SEWER O 0.50% E.� -atsB NEW B88W1ER MAIN 4780 4785 - -- - --- --. . -- ----------- 1,5 -1----- O �j 'NEW 1 .9 MAN g2 LF 15" SDR-35 PVC EL .9{ w STORM SEWER 00.56% I � I � I - -- --- - _ .... -- - --- ---*- - ----- I �i - 1 ---- --- NEW 8 WATER MAIN !:7, 1' _ _ _ - _-.�`L�84.{0 NEW S'SS MAIN m OI al Of C O N n rn n m rn N m 47801 F.L.- 95 ; � omm m m m m rn m m rn m m m ml rn m m m m rn rn rn ml rn rn rn rn __ v a a a v v + a a a a a a a e a + a w a a a a a, al as a;a -O+DO 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 '1�1T 'l.P.I oo� rncri. m ml o n m rn N l , m_ m_ a l N. o 0 0 t" ri m oI N e 4 .n' W al al O, Oli al m W al O, O� Of O� OI OI OI n n n n n n n n n n n n n nSTORM SEWER N1 PLAN AND PROFILE - a.4 SCALE: (1"-50-0" HORIZONTAL) (1"=5'-0" VERTICAL) a+00 0+50 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 O STORM SEWER •2 PLAN AND PROFILE V A94.4 SCALE: (1"-50'-0"HORIZONTAL)(1'=5'-0" VERTICAL) Drawing Date: 8121113 7/13-As u s B ILT /2 AB4A U�Clf Mr A10' UTILITY EA v W I 30' WIDE LINE Sheet 13 of 14 riorm E1Y_SS9Rtt SEWER Z NP a ) 8 G I � '- fl A N c O O D N u� ='It'll w I yO? III jl !I f u $ nv r z Z ` 2 LCJJ I N 2 M 9'00 NEW DETENTION POND 1 .7 I ._ ,h ^` USE POND AS SHOWN x 1.5' WWW _ DEEP 1,851 SQ. FT. ®MID DEPTH O 4:1 SIDE SLOPES TOP ELEV=4796.00 BOTTOM ELEV=4794.50 --- EXISTING CONCRETE w x OUTLET STRUCTURE EwSTTNG _PLAN VIEW �(r� u cV w a DETENTION POND 2 SCALE: 1•=50' o a 875 S0. FT. ®MID DEPTH wN W 4.1 SIDE SLOPES TOP ELEV= 5 BOTTOM ELEV=48004800.35 i ` J a- a � a z Z t° w�1°j000 9 ° rrht c, e, V V�c�Q^p�a1 Ox�Oct�yFyGP�i ? � y 5 10� pL000�°jy ,5\O 2• ��tt�,,, Ox,,, 4Y4�GP�S'l0 \QVQ1,ti0a F \><°''\ 4800 -gy�pp- - --- --F�--- -PROPOSED.GRADE 1000RM SEWETiR®30 25zC EXISTING GRADE CT 4795• T ---_- _-4 14-O OF POND 58.5 LF 15' SDR-35 PVC 26.5 LF 15" SDR-35 PVC 250 LF 15' SDR-35 PVC STORM SEWER ®0.25% STORM SEWER 0 0.25% STORM SEWER O 0.25% a 4790 8'WATER MAIN NEW 8•WATER MAIN O Fey NEW 8•WATER MAIN J i'.L. -90.45 F.L. -91.41 F-_90.56 NEN 8•IS MAIN Lon F.L. -92-85 NEW 8'SS MAIN O I f.L. -92.78 1n o nI v v a Inn r n r r- n a eo m .ri io r` r rat` m m m m o+ m m rn rn m a+ m rn m rn m m'. m rn rn 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Drawing Date: 8121113 STORM SEWER •3 PLAN AND PROFILE 4.5 SCALE: (1"=50'-0•' HORIZONTAL) (1"=5'-0" VERTICAL) AS-BUILT 6/27/13 A B 4. #12518 BABCOCK STRF F T MARK A. 6 vv CHANDLER t" 951,1ES 'IS T r"(W NT PFF ulj(� Nu Sheet 14 of 14 TIH % U I, EK PR PR 0 D 1.rl()PO 5u, Ij 4 ED Z E 1,P _j & PRO D PHA II P III _PROP ED Fill op� < PH S �j�j D (THIS PROJECT IA-2 C C W 10 III .0 M"A"NAHOLL -T-17-Dit 11�'k 2 ONLI v (WI 11 11 1 It W,R 'L" j 7, OPO _rOWM011.2'CAS SE ELECURK S C _HAS P1, PAUSAD PRal OPtlC-LIN OPTIMUM) OPTIC LIM), PAL PALISADE DRp-F I fSADE D�Ml W 6"UTILITY :7 F C: LI11 NEI. PHASE 2 z A� 89'0 41' 41 L M T R, � a 1 A P 1"Li arr PR SLID 2Q 0 PRO 1HAps LE e COW 01 4 PROPOSE R 7 TIC LIN IM �77 P SE 1 OP CONDUITS Le (EXISE TING T 2E S(T )A moo 1 21 • MOW sr"Fr Lv 4 0000 PRPO A ��-! 6' - Woo P 4" I'm 000 IJ-7 /Lril�l I1 �J Ay l'_-I. I 1/ _ I� H fr! RVLJNES(OPllk4U 00 j ll ILL - = iJ LEGEND IS LOT TS 11.%7 so F, 3' PROPOSED UNDERGROUND GAS LINE I I PROPOSED UNDERGROUND ELECTRIC 3,4' PROPOSED UNDERGROUND FIBER #00 —_ _ S (M'� (PHONE, CABLE AND INTERNET) OPTICS 4OKSIDiNIAL 6" UTILITY CONDUIT 'y S TU OWL, W, 02529-1i LOT 5 m Lij n PROPOSED ELECTRICAL FACILITIES (7) PROPOSED COMMUNICATIONS JUNCTION BOX 2711 5s N --W4WAIT"P40410-NO_ 1; 7"� ✓ 0 pit AREA=10686 SF(MID DEPTH) --4:1[ S1DF_SL orO RETENTION POND MEN T' Drawing Date: 8121113 gin F713— ' IMF t T- n 1 Scale In Feet 60 0 60 AB5.0 18 0 113 AS-BUILT 6/27/13 Scale in Wier. PRIVATE UTILTY PLAN SCALE: 1"=60'