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Home My WebLink AboutCottonwood Condominiums tnt MENT LEGEND OF 45' WIDE PUBLIC STREET AND UTILITY EASEMENT FtW4tM POW 1 ntO ---SS--- PROPOSED SANITARY SEWER MAIN PER DOC. NO. 2012112 USE PAID AS SHOW.1.5'DEEP �tq I I MARK A. 5.075 SO.FT.O MID DEPTH • 1 4:1 SIDE SLOPES I I I CHANDM ® PROPOSED SANITARY SEWER MANHOLE BOT ELEV-478a.00 $ g �e,<,, C 1/4 Co..,s.o.10 95aEg RkEE' --- pwp a=q----- 45'HIDE PUBLIC STREET AND UTILITY EAtT Found Brave Cap(44.20) PROPOSED SPOT ELEVATION -- - -.- -_-__ _ - - •� f.f ti PER DOC,No.2012M In lllk m t Ba.-_ _ -----------J L---------_-. - >� Eel TEA PROPOSED DRAINAGE DIRECTION ss snTe Meet Bab000k Street E' 6'w STUB I � (DIRECTION OF DOWNHILL FLOW) ----------- 12"W ^ -- 10°SS 6'WSNB 10'SS -- --- -- --- B=eooet wind--- --- --------- ----------- -- 11 Babcock Street e ss snla \ - _ - Sheet 1 of 25 -W- PROPOSED WATER MAIN -�- ------- - � ss sTu F[_]7 1F STUB �t PROPOSED FIRE HYDRANT I r�-� ��T/) ,� - -- T -- ------------- - ------- �-------- - w I (CHASE r , I' POW 2A I4 I e BEMs I C4 PROPOSED WATER VALVE r i �i tN I I I POND AS SHOfN=1.5'DEEP V o /17/pa ' II 2,910 50.R.O MID DEPTN III I I I I r S]/16/a 4:1 SIDE SLOPES S./2a/a PROPOSED STOP AND/OR STREET NAME SWN i r _ �'' 8 eoT EIEv-aea. FINSIMO 30'WE PUBl1C STREET AND u1eTtt EASFIIIENT PER Doc.Na 2m2oea I' I C�� '. .S/16/a 44444 T W I v,un a+nev, !i _ --j ✓� g Q r 10/01/a el•aE�aE� PHASE LINE V7 NA mme /4 - NIpE�EASF.roITTou.s NEST ODMMUNICATIONS W. I I a •7 ¢ TRACT Al REMAINDI FA f140 P.141 I as �o+/a/m PROPERTY LINE E`' ♦♦ ='�`J� _ - - "'_ TRA A COS NO. 1872) w } 9� } glfl•= ~ e �1, 1 KEN LECLAIR 50% 0 PVI SYMBOL r L.; I, ' I I Ddarsay&co., soz 21 17 $ ............... SWALE ~ V r 'z, S ---SS--- EXISTING SANITARY SEWER MAIN N i i !li ` ■ --1 -r 1 arsA,mArufmmrA+■wr mw. w' ill W I iI !Ii _ ' zI_ ® EXISTING SANITARY SEWER MANHOLE ' ' - `^ I I I z NR urr rwlrNr nwrt --W- EXISTING WATER MAINAl I Y� -�( EXISTING FIRE HYDRANT i rasTle I il! ` .�_ y�= � �"°� I -la NNIe I' is raw u faw.,.r rccr .a I D4 EXISTING WATER VALVE COVERERAMNINGIN MID PONsH ?�AN. ocEP +� OI , PICNINC AREA _ 6,600 50.R.O MID DEPTH r w*u["""e°° i '�EXISTING PROPERTY CORNER / NNr t I (' / 4:t S DE SLOPES 479 n 5/8 INCH REBAR WITH 1 1/4 INCH l II'j SOT E Ev-o9s o PLASTIC CAP MARKED(C&H #9518ES) 3aa.5e '�' PROPOSED / a =�aaa°rm = ------ -- -- - ------- --- --- - Asper aafll■r To I I 'E __I 1 w" `�Iri � aeaaL awls _ t: faN M I � .} - � h �„�,,•, � �J1 _ w � � rb � II I ws waonc ru cos sro.oc.•>o]af1- I - - _ �_ - L _ - • _ owaf,va'ss STIB LeARd,�B"' --- •� - _ - - - --- r ■PHASE t'�J I' yl�r .1^-�l1 I t- a f }Iz-m m•1m.1- ^^-' � -- _ -,T"'u.•Mi� - ,.wo m* F■ I Q 04 I I I ,o f,A,,.r,A r.l•i•,m a .c., I j I F - ' I' I _ 1 p I 77 I 0/f aPHA A' 4 r 4 e s I I I I I yr • �� I ■ �•! rau'l O v4 f . _ 7 _ C/n .w N SE t2 __ II/ I l M , i � p � �I » I ' ■ � L tq ,I =m ;I �,n,r..aaan '1' , •y I I � I n I I OI c 4 mar ;'� rporom�mwwl,-xo fors wN I r w PHASE 2 --- l__ 1 N I . 1.19.5 SOR M _ - � - 7p M Ravadti Street LOT 3 719.162 s0 Fr m C � ■ I I 47 I 16.5097 ACRES I' I ; w , ■ II � �■ � 1 4 I to� t V f ��` ��,'I; `=o° �,,;^, �/ , °e >M e I ee ..aaa- - O I I R A•sa° I ' „ ° LOT 1 I t - s ~ - _ re"�`i�`eaiO1ele'se°a°' FUTURE II I BLOCK 2 l ~ -aorf 14 SSe Y / I Ken I=ae 1 a DEVELOPMENT / I I 127 Frn 3256-3260 TO BE SOLD TO 1'S6 STUBI I 44 �' 1 \ GALLATIN VALLEY- ` •.� ,?/ _HEK1H-k FITNESS ' V "RDa"a mE _-_ -_ -_-._�rr'�•-_ rMR/aML FAaMOn I If _-- ( i' EXISPNC UTIl1TY EASEMENTS 1 I I � OT Al xIMq.1'II.-aTOa'N� I ' S' a -i 0�'G1�M1� ' __T BE ABANDONED ;I l I ----- - -------- '" \ 15.1y FT ' I z - - � HA � �J--sy"s27ACREs g I LOT 1A 1 I I P �. 14.9333 SO ES L I I O �.�''attOn -__t22_W - _ _ `>"MI+0 4 _ _ e t - e. - 14.9333 ACRES _________________ `\ - __ __ r_____r �._.__J. I _ `H �..- \ J y 4}, i ]O6.DRNNAGE EASEMENT- ' - -GENERAL NOTES FUTURE o ' a DEVELOPMENT I �BEsaD� 8 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 4TH GAI A VALLEY EDITION, JA 0 ARY 1996, ADDENDUM NUMBER 1, JUNE 1, 1998, ADDENDUM NUMBER 2, I CI 'E 4y '"a FTmEss I DRAWING LIST W I 1 I Pr` T;� . ! MAY 8, 2000 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSSS, ADDENDUM I 91 1 �d1' -'` i�\-ti 5. -NOTE: AREA TO BE SOLD GALLATIM-_ ! dt N NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2O00 AND ADDENDUM O NUMBER 3, MAY 8, 2001. d f 4+�' ro FUTUREKVELOOPMnENT ! I I'Y AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN PP" AMTION, 4511.83 TOTALS 25a�t4 m2 OR I} 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL ` �, ° 4'., \ s.S2 ACRES I �I I I,I A82.0 - SANITARY SEWER PLAN & PROFILE (RAVALLI STREET) BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE N \� e` ` 1. 'I AB2.1 - SANITARY SEWER PLAN & PROFILE (PALISADE DRIVE) CITY OF BOZEMAN ENGINEERING DEPARTMENT. OVERALL PLAN AND GRADING/DRAINAGE PLAN AB2.2 - SANITARY SEWER PLAN & PROFILE (SLOUGH CREEK DRIVE, STILLWATER CREEK DRIVE) 0 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE AB2.3 - SANITARY SEWER PLAN & PROFILE (HANLEY AVENUE, PINE CREEK DRIVE) SCALE: 1"=100' F rl ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT A62.4 - SANITARY SEWER PLAN & PROFILE (EAGLE CREEK DRIVE, MILL CREEK DRIVE) AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE AB2.5 - SANITARY SEWER PLAN & PROFILE (SLOUGH CREEK DRIVE - PHASE III) O WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY VICINITY MAP AB30 TER P RAVALU STREET). - WATER & PROFILE THE ENGINEER. ( 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE AB3.1 - WATER PLAN & PROFILE (PALISADE DRIVE) -� �_ AB3-2 - WATER PLAN & PROFILE (SLOUGH CREEK DRIVE) BEGINNING OF CONSTRUCTION. A83.3 - WATER PLAN & PROFILE (STILLWATER CREEK DRIVE) 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING ... _� _ - ;� ^ AND WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. A83.4 - WATER PLAN & PROFILE (HANLEY AVENUE, PINE CREEK DRIVE)_ AB3.5 - WATER PLAN & PROFILE (EAGLE CREEK DRIVE, MILL CREEK DRIVE) 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. I AB3.6 - WATER PLAN & PROFILE (HANLEY AVENUE - PHASE III) 7. TRENCH BACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. ,, AB3.7 - WATER PLAN & PROFILE (SLOUGH CREEK DRIVE - PHASE III) � B. BENCHMARK: FIRE HYDRANT NORTH SIDE FALLON STREET NEAR INTERSECTION WITH RAVALLI STREET Soak In Fact AB4.0 - ROAD PLAN & PROFILE (RAVALLI STREET) Drawing Date: 07/11/05 AB4.1 - ROAD PLAN & PROFILE PALISADE DRIVE ELEVATION = 4811.83 "STAMPED FLANGE BOLT"",, CITY OF BOZEMAN DATUM 100 0 100 - ( ) 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB4.2 - ROAD PLAN & PROFILE (SLOUGH CREEK DRIVE) 10. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY 30 0 30 A64.3 - ROAD PLAN & PROFILE (STILLWATER CREEK DRIVE) ' SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. Seale In Meters AB4.4 - ROAD PLAN & PROFILE (HANLEY AVENUE, PINE CREEK DRIVE) 11. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT .•+ AB4.5 - ROAD PLAN & PROFILE (EAGLE CREEK DRIVE, MILL CREEK DRIVE) A B 1 0 1 CONNECTION POINTS. w t AB4.6 - ROAD PLAN & PROFILE & DETAILS (HANLEY AVENUE - PHASE III) ■ 12. CURB RETURNS FOR PRIVATE DRIVE SHALL BE 15' IN RADIUS. _ AB4.7 - ROAD PLAN & PROFILE (SLOUGH CREEK DRIVE - PHASE III) 13. CURB STOPS SHALL BE INSTALLED 9' PAST ALL CURBS OR SIDEWALKS. ? AS-BLTMT AB4.8 - STORM SEWERS 1 & 2 PLAN & PROFILE NOT TO SCALE � �� AB4.9 - STORM SEWERS 4 - 5 - 6 PLAN & PROFILE #03541(AB) i OF �Yr4'� . a L, MARK A S S�J A S r' r. l�oz ■ a' N • ♦• 3/44'W .LY � 1 r f 'V Q ` :\ No. 518ES } 4' SSycODg2 1� ��' .fb ? '`' \: �•� �f/ mecist Epf �O B ` S ti R eQ ; 'j ■ .n �,a �♦ / .`.`` ya `` F,1ClryEEq p1, 4 ■ A ■ Bj ^ �s ski \.�t Sheet 2 of 25 OZ52 APPH � 0 �'�1 2 1 D y ■ r a STD. D R, P U 1 ■ <cT� 3/4 I 2 9-11Q, SS OHO L, �•S ssAL- /' Ch� � 0. i 1 �' a '� ) 0 r• � / �� c � Wq 7FR'NA/ - OpRf � .p• F• 00 %// �� ._ w sT'8 m @UILDABLE 4 � ' y; 8„ 5 c v 21 � ss swu + AREA _ g'53 CR AREA = 4. N AR �F< S STUB a «' `may W slub ov 1 r� ° 0 R8O s PLAN VIEW SCALE: 1"=50' a .y �ak �T� k b�ti W '\ 1 y 0 p \c3� •� y' ' Q� 5' ti0�� e G9 eye o c� 00 G k'b O'� 6 O i Ck O Q��'c'm 'LOOeY ,'xo,'"L�m_o4j°_cA1p,�� h.�y9 �pa0 'm�pM,tk0�1o�0 4p�a "fix y� ��"q�p� ��tim,mk `L,`O• F�" y`�y P an'\,SIP�' p � O 4810 RAVALLI STREET O W ' U W 4805 -IIOPOSl D GR DE ^� U �( NXISTI G GR E o Er- i O • S R-35 _ 1 2 LF SD 35 FVC SS O 0. 20X P O � 4795 NEW •WATER MAIN -- - Nwa wTER M N F.I.-95. DATUM ELEV 4790,00 - - -- - — ,,��0..,, N Y ^ O O T I� N •f �Np ��OQQQ OD t0 f OD N 1D �O (O P ED 1� 17 Q � Q Q Q O 'n ~ O ~ ~ n O O O OI O O O O O O O O O O O O O n O ~ O O — -__+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 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 Drawing Date: 07/1f/05 C:)SANITARY SEWER MAIN PLAN AND PROFILE ■O C2.0 SCALE: (1"=50'-0• HORIZONTAL) (1"=5'-0" VERTICAL) AS—BUILT Ol/23/05 03541(AB) STUB 1 i i I; i i /a• W�uJ I t 'I i O" � f3 /4' MARK A 31,C CHANDLER 138 1 / No.951HES 1 140 37 !r " - 4795�--- µpi' � �; 1 ' I I' Nsm w Na9as� Ns wwwwwww.�- --- -�...*------... ............J Sheet 3 of 25 i i i - - M B.Q. m c BE17f+¢fl. \ --------------------------------------------------------------- --------------- I i /%�. n I/n a E15 ASE1 if .p I. I •�', 'fz/le/a a�i I STAIN NON R I �+ �` f ■ M�—� � m/u/os NEWAY APPR E ;16 x I �A I i n ■ 8. DW -1; /' 1� If'.`\ •`�6)1 EW AT W �' 1�� i LL a i ' 32 181 123 122 'I�i'L / is 13 ,RO a-0 PEDESTRIAN X-ING SIGNS „T ■ $ I INSTALL NEW C TCH\.BASINcn ` rn N ■ �'� i r STUB m n :T ; 7 t3 "srcv -r �i i'�srtrhmrrr 4 I ' i 4" 4" W - r�--= •srzw,5mrtr �'ll rrois �i = I i SED t CRO - 3/4" ■ - �I 191 -::.) - '4" S 4" SS C 0 38 56 a I P 8; ■ g t Ix i 95 107 35 37 ; 55 + 57 ■ ■ ' w G �.!1 ■ PHASE 4 w a w �I 77 I ■ ± 3 W _ S .7 W m Z PLAN VIEW o v m m SCALE: 1"=50' Q �+ m < m w � m 4" SEWER SERVICES a a LT RT p 7+75.9 7+77.9 8+82 10+72 10+74 12+67.5 �1 12+69.5 Xpb,pObk�c�ro W in. F.'r h 0hp c;1��'hk 1 0`Op �X a1 k1°j�1 ,`x yak�11gtiry1, F�,r'' p^�cv-.' 41 �PG��y'Rd2 '.N' 14�5��Q�GP O W z aeoa PALISADE DRIVE - -- 0 D GRADE -.-- 242 LF 8" SDR- 5 W 4795 ------- EXISTING GRADE NEW e"ST SE R_ PVC SS O 0.682 NEW 3"68.5" I N NEW ST SE ARCH R CULVERT EW 19'STORM WER 232 LF 8" SDR— 5 236 F B" 3DR-35 PVC SS O 0.453 I 11'/✓'-i 11F�~F�••11 -I VC SS O D.449 I w L 8" AIER AIN O - �_,=90 S I (7 4790 " NEW 8 V ATERM kIN F.L. 88.90 �...y W!" ATER N F L-92. " _ == L= 8"WAT A Y 90. 30 2 7 LF " SDI PVC S O 726X 1= O PVC SS O 0. 46% 1 a 478 1 1 V EXIS NG 130 B" DR-3 NEW 9 WAIER MNN I 8• ss PVC SS O 1.431% F.L .77 Ia DATUM ELE V - 1 _ M 47B0.00 n to n m N us to e0 m 10 o n n a rn ro m N m In n m a z•s n M M a us < •r n m m m Y �o aD o n v a v v e 6 a ui ui ui mil N vi N ui vi vi vi vi rri p to Id cd Iri Ic pp n ri �p �p p to n n r; n r; r: n od oo aD ad of d ai on 8 m m m m m m m m m m m m m m m m m m m m m O m m m m m 0 m m p O O m m m m m m m m m m m m m m m m m m m m m m m v Drawing Date: 0711 f105 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+00 7+50 8+00 8+50 9+00 9+50 10+D0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 0 m SANITARY SEWER MAIN PLAN AND PROFILE A B Z 1 `� C2.1 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL) AS-BXJMT o 0 1/23/05 #03-141(A3) z 3 "- z -__ ■ 1f0+; - r � � N v� ii� � � • ♦ � / q o o �` II a ■ a ° I, ■ • ♦ Go Sheet 4 of 25 Q.W C) — _—_---------- K 000 ow _f__ 3 o n W • M i •�� &` �z/+ate m ■ ■ -�'- _ __i 0 � � ■ � � • O +: . aid yro%z�/m ■- - ---- ■ -- - 1A0 ■ V d ♦ �� g o 1�qq a S . ----- ----`-t`r- Y--- S 10+00 - __ -I --- - 4+ W cm • G a + ~ ■ w0 < *Z - to Q b ill 1 3 e ■ p �� Go O IFf N = x I zao � ■ ti ni r � �� ., n I I � , PLAN VIEW w 7 PLAN VIEW A 7 SCALE: 1"=50' /.1 SCALE: 1"=50' W Fi A 1�1 0 W � w a s 4" SEWER SERVICES LT RTC 9+43.15 9+39.15 9+45.15 9+41.15 11+26.15 11+40.40 11+28.15 11+42.40 12+45.15 x 4~ '`o STILLWATER ry �� o'`ry�, �� CREEK DRIVE �lqv i ryxry9 �11oaF SLOUGH CREEK e2yd 4805 DRIVE r - SED GRADE h 12.35 LF 8' SDR- 5 O Li 4800 1S NG ADE PVC 55 O .502 rOl 0 �y k�0 PR 11 LF 8' -35 I GRA VC S O 1.74R STING 2 5 LF SD -35 A 4795 V 2001 LF SD 35 W P SS0 2.7 R � O 47 O PVC SS O 3. DATUM ELEV -- 4785.00 _ _ Iq O N an N �O O� N v1 Of N N t0 �' a a0 N aD Of 17 I� oNp fy fp`! fppM 1C'p) M ofp a �(1 K> V> ^p tlp0 tW0 tU QNiI, N N tG of �O n ri ri ao OD a0 O 01 Of a 8 $ p a rn rn o, rn rn m rn a rn a rn rn a o aD co 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+00 7+50 8+00 8+ E"4"1 I� 2 SANITARY SEWER MAIN PLAN AND PROFILE 4" SEWER SERVICES Drawing Date: 07/11/05 C2.2 SCALE: (1"=50'-(" HORIZONTAL) (1"=5'-(" VERTICAL) LT RT a OI 1! f0 b (R NaOE Na a a e a a M♦ + < f a a.Yp m m O 1 1+23.25 O co 00 a0 Q 1 1+25 Ol O O a, nn n nn Go 5 5 Y 2+85 3+37 2+87 3+39 4+68 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 .75 5+85 75 55+85 4+68. ■ 7+14.65 7+16.65 r,---�SANITARY SEWER MAIN PLAN AND PROFILE AS—BUII.T C2.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 01/23/05 •. - --- -- - 1 - MARK A _ PROPO 8 ATE MAIN � = v *= o I v V � ■ � i $ I � i �' �! i i i CHAI•IDLER ` = cmCD d� ♦ ■ i N • !s y u i i o Na 951BES N ; ; N t � ♦ � ■ i i m'7 � � � • r ; '_i_., � y9!fRfCI STER`��p1��'�: �p ,�d L ■� �� • � (F1R M � � 40 y1 d + i • `Oy�, n ♦♦ eb 1 •••+ do o Sheet 5 of 25 I'I+ • • A71 N RR 1CN R ZU ••* R ..• • • 15ry9 I. 1AY DWG.No., 2d. ' _ �� *• ♦ SRO QO W • i //i.� � rC 4/nM m OPG�• s •• a co s; ii` `.�.� C.� 3 y .40//23/MNs p ■ � P'�' s s t� .til c d �`• 11i W�1 e e --- �cY �^ - ■ PROP 8 ATE MAIN > = j � ��• � nd A P � CD • co I � n ■ N m _ C/� • ♦ ZS' 11 l ••• ♦• 6�9� °� W o lit ■ ♦ ♦ co y ■wooswo O�t, no Z PLAN VIEW 7 a PLAN VIEW Q W a SCALE: 1"= 0' z ,� rn QQQ SCALE. 1"=50' u W >1 fx ry E� hl ah Iy} 6 aso ro HANLEY AVENUE PINE CREEK DRIVE 480s �1 4805 O Ixl 5Q (.D 11 5 LF SD 35 28.5 LF 8" SDR-35 4" SEWER SERVICES U P C SS O 0.7 % PVC SS O 0.400% p GR DE LT RT 141.5 LF 8" SD 5 4800 4800 {NGGRAD PVC SS O 1.512 I 0+32.5 0+30.5 96.25 LF 8 SDR 5 r 1+93.75 2+D8.5 ¶ G GR DE PVC SS O 2.296 1+95.75 2+10.5 8 3+00.75 3+09.75 rTl -O 1 11.75 LF 8" SDR- 5 h+l NEW 18'STORM L.1 4795 1PVCS 0 1.78011O 479 7LF 8"SDR-35 PVC SS ®2.6197 4" SEWER SERVICES LT RT O 6+ 6+ 7.75 4790 8+66+66 8+57.75 479 8+68 8+59.75 10+80.75 10+10.35 O �' 10+82.75 10+12. 5 11+04.75 DATUM ELEV 4785.00 U.a 78 b'LEV n ro rn a n o ♦ m rn o 0 0 M> o < m o 4 7B5.00 n n n 00 00 of ai of o N N n ri ri < o a n rn a n ao a 0 0 0 001 0 0 a0 a0 ao of of ri N ri ri ri < a Mi N N w Y a a a a a r a a e ` 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 5+00 5+50 Drawing Date: 07/11/05 �2� SANITARY SEWER MAIN PLAN AND PROFILE cL2 3 1SANITARY SEWER MAIN PLAN AND PROFILE SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) C2.3 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) A B 2■ AS-BUMT Ob"? 0S g03547(AB) OF ■1 --_ N MAN(A M •� . � ' ' ______________ �� C �F91 S�Eaf O C04to ----- — --- --- --— O o W R 00 c Sheet 6 of 25 0o DO _ i A o 0 yy r m iri aqr _.i il111+07.80 1! �� M� ~ Ap N >gd' i'i iii iii CD �S i�! INS�L N N R SIDEiJ�,L "!ii !'i + i,i �n ujoi/a do- w� iii i'i r Q DRMEWAY PR ACH PER it ICI iii iii �. a'v ym/x�/as Z ii 1'i C.O.B. DW aLL /!PDWPR G.4, 02� , „a T r pT 1n 04 3 PROPOSED 8 ATER N ' O -- -- -- ' g 0 H i o " \ CD Q, F� �� 10 •7 � � i �S ,4 i o � PLAN VIEW 7 PLAN VIEW x w a �j SCALE: 1"=50' Fi SCALE: 1"=50' �[�77]J W48 44 V 0-4 W � a � a 1 5 .�' �� \•�0�,p�� a6ti °tie �ak�h° tih�k�°�' Oh ��'00�'•�,•. `1•ry 1 xg9•Q�,!•GPQ Pa �' �' °x��p�aOo+S"^ �� 'g°00 `1•�O.SPyQ�GP 3�' .a,0 4805 EAGLE CREEK DRIVE �'� �t�",h9'L00!� 46os MILL CREEK DRIVE PROPOSED ADE: - PRC OSE. GRA 480 E.. 28.5 LF 8' SDR-35 4800 -JGRADE -- 4" SEWER SERVICES RAD 71.15 LF B" SDR- 5 E STING LT RT EX1 T1NG PVC SS O 0.625 PVC SS O 0.400x ('V1 �jNJ i 1+58.75 1+8 .75 18'STORM SEWER 1+60.75 2+85.75 4795 _ - 4795 2+58.5 0 140 LF 8 SDR 35 P SS D 1.4 % 155. LF " SDR 35 F.L. 3'WATER9485 MNN 4' SEWER SERVICES (n Py LT RT 479 ; 0+29 0+31 4790 �. 2+01 2+05 2+03 2+07 �I DATUM ELEV ' DATUM ELEV 4785.00 4785.00 I� 01 O V1 pO N O O 01 M 09 f N 00 17 OD N h N IA 0 N fop pN pOD W) 0 oQpi 0�p � 1100 Oni rn Obi A 1` 8 O O O O 0 0 Obi 0 On1 0�1 aO 06 bi Obi Obi O Y Y f Y O M a li Q a a a a � .0 w 0+00 0+50 1+00 1+50 2+00 2+50 3+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Drawing Date: 07/I1/05 nSANITARY SEWER MAIN PLAN AND PROFILE SANITARY SEWER MAIN PLAN AND PROFILE C2.4 SCALE: (1"=50-0' HORIZONTAL) (1"=5'-0" VERTICAL) C2.4 SCALE: (1" " HORIZONTAL) (1"=5'-0" VERTICAL) A B 2. AS-BUH-T ovios #035a1(AH) i��r4Wr 4 . ,v / y - - s ♦' :o°s MARK \ Gj CHANDLER 15\\✓may` \\ of o e III'�KOVOJCW-460• . \ \ x �1 Sheet 7 of 25 fh.,Caird No.524.1 h305A a ,a IFCO nz 1rams, \\ \ \\ �•' / ''off ome arW c to Da e ,MCI 305 Irame. \ \ \� •' R O '''/ rr / ,•vi,k naea. nz-a cexr.co.ere snail n°» C.0 a q a y T tn.ro \ \\ \S � / ,,yo,. 11; ti oe - -�- /, R d, ��` •s0 �, / + C� � �� r aixn» NOTE:All pint,D<\ween monhoie sections,mannole 119 h �l�t ,0/Ol/01 Miuslaele inga. ro ewe into,,nose snail Ee a '� u \ < ;✓•� /' ,Y my.«lion.ana o and. r v�ve a'L M9Vz3/gs 17 waleAignt,Jointing material shall De•Rom-Nek• <aual OA ./ y r � �- for an totn<...c<vt 6<t se-1 viv<on ma a .nol<wnll. � / w«n \ \ ( e OV' ' A e ♦ If 4_d* P'.c.e re;nrora.d<o«rete an ,snow.ri.<r w� q \ \,: \ O, !' ♦ YY ; •s s� \ d«c "<n<tov monamow..d m «cord.«e.0 ASTM designation C-478. 4 \ P Ste. ,\ « • .', ss°Ox ketea j.ml t i J v v v � y ♦ i % %,; / cn°nn< _ _r Pave Q \ \ ! voar.a-in-vl«e Daa,. \\ �i l ♦ - 44 DarsPonc�etennkwneae�beio.pip,s W �r \ \\ ' "• /' '/ y 8 inch,,.Pre<i b..e,m�imu [�] 5'-C d�a. thickne.,ie 6 inch,,.All bases, WW ^ PLAN VIEW mn, ,mr.ra<d a„nown. SCALE: 1"=50' NOT,:Storm dram mannole,anml ►~�4 Fy \F1 rwt n.s<mimed csh,11 . ate, ✓O Q' lowest R. If anon x Sr,goer p�+- roan Dnemm.r mannole. a a SECnON A-A � SANITARY SEWER MANHOLE C2.5 SCALE: NTS C.O.B. STD. DWG. NO. 02722-1 1�1 ��o ^a1 1910p.tioo do op ,x qt a 1eP nv'pM yopp 0�s0° SLOUGH CREEK ' 4 a'�4 1�\ t?' 'ma \O• ox s•�`►^�V�o'ti�,�`. M h DRIVE 4805 k - , �• FI - "- p �a k 44 k1't^y. ��S S\ 4, t h' b\♦ 1S 1`O 0 a h S 1 0ti �F\• y 6 k 1. �O 6,M k x 41 4 k' ' \y hx 4800 U W � 4' SS SERVICES 4795 OSED GRAD LT RT 2+78.25 2+83.85 4790 3+21.5 2+85.85 E STING GRA 5+14 3+54.75 2211.8 LF 8" SD -35 6+93.5 3+66 4790 NEW t STORIN SEWER P ic SS O 1.4 5% N 6+95.5 5+00.35 F.L._ .72 5+02.35 6+87.5 ARCH ICP CL LVERT 4785 - 6+89.5 NEW 8'WAI ER MAIN 4785 11 1 li F.L. 84.39 TV^I -- 75. LF w SDR%5 144.2 LF 8 SDR 35 64.55 LF 8' SD -35 478C PVC SS O 0.728 C Pic SS O 1.0 3% 29 Ll 8w S R-35 47801 9A 51 IF B" QR-35 V EXIS NG PVC O 400% 11 LF 8 SDR 35 PVC S O 1826% 4355 LF 8' SD -35 CCCVVV 4 LF 8 SDR 35 PVC SS O 0. O% P C SS O 0. 3% PV SS 0.4 % DATUM 6LEV 4775.00 n Y Y to N m DATUM 4775.00 m m a°io a�'0 m ro m 8i < ao m N n n N 0 n m m rn 0 n h 0 0 o n ao n o u ao a o o a Y a a + Mi po •. 0�1 � Ot OI O, � W 01 T � m � a � Ot 0�1 Obi ate! 01 � Ot W W ONi O°'1 Obi N a S O1f ti � 1` l, G p a O f f < O f Y f f f O f a ♦ O ♦ < a a f ♦ a a Y < + < 0+00 0+50 1+00 1+50 -- _ Drawing Date: 07/11/05 0+00 0+50 1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 SANITARY SEWER MAIN PLAN AND PROFILE C2.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A B 2 O 5 5 ym S AS-BUILT 011ID105 #03541(AB) 0 (7 -v �s A,�, S� / u 'o bz WO I I tlER � 9j I I INST ti V N RESIDENTIAL SS F°a ��1(� // 1AARK A. I R 1 DRI APPRp00[AA�H P EWAY � 02522- 1 - .- - . STD. DNo. � 5 \ \\ �` I 0.8. ST I • 8 I � � / s o �ems• \ n 4 0 0 9 \ a ti� F' // A•� 0 Q wK: /r•R'k / VEER ND� f / SS ~ / . /' Sheet 8 0 25 \ \ \ �[\ \ 5N' ' �'CtiFFr 3 $ • _ ---- 0 fN J/w °L 2 / Cb o/m/w ® R ��LDA 0 /"q,o i w� \\ t 215, � � g RE 4"9 VTRa� a W 5j\e A ARE 8 AR 5 57 \ F�Rp�A; \ W SZV / ♦�� F9♦♦�iy � � PLAN VIEW a SCALE: 1"=50' a 4` Q�'��•lC �♦0 h�l Pay,♦ °`�' � x'\y�'ti��y �5�Q°�,0'�'0 �T� Qt' °P P Z ^4 x°♦t""♦>1 P'�J��O'`L1♦ JG�' FBI `2,r`�0'11 �'� � G; Q,�,P ♦.ZOO+GAG�'7P y�' a4'♦ fit' JO c�j' J ♦ ��J� yGy ��,a��o'°yR- JGy �P�•o0 ,� �Q�gry�•0 Q�,�Fory^ ��`P ♦ ��o� ,2�' �1 ' '�OG� �1 O h�P O 0y O♦ p'♦. �Q��° 5 ��,'y��o'��"\ Se Psi',�jry.\♦0�'� �4 P 5C 4 C'1' 6•G ♦ G ♦ �i J J ry 0 � d' ♦ p J ♦ � y •� e� � Q��♦ ♦ 4G� �1�0 1� y y VP•�O''1F'E yR o �J�' P �G,��' � oVy�y ��' �� '�O �o�'e ey, �o; � o� °G�' �c�'e �•ory �' c$' }`'.VP }h' � � 1 VP � ��". y J 6Otiy•��` e�P�'�0 Q�P eve }"S�PQ yeh•c4-� � d`�o Q P1v� �,� �"�' a. P J `� �8'gib}� � P `' y Q�rti ob�%P •�* �o 0 , + 4. i '�'Ory 1 ♦ay i +0� .3'JP. ♦� � ♦� F°Gd° c� i� ♦0�' �(�V♦ XC3°•�P\v 0�0 ��Ory1 x0 Q• 0. y'CJ g �' '�'� a ��o yoGP y e�. ��o ay ry ryy �, � �o >< e�' �' y Q ck s 'd'o♦�, W P �o s P + ;y oP . ry .�G y V, 0♦o 0 °O ♦x 1�• ryy ,ti3O� y, ,yx ,�P♦'\♦Y y' 0 �i ♦ G'l♦ k P5 ' 0+ G•l�'Q��•O• ♦ {G � 9♦v �' ♦� y`�� `\' '�'� y O °S" 'G� �i'lP" •u. VP ,a�i'�P 6 OC� �}'F♦Y' t'� O \�5� i P♦.2 t� ♦k�`�O,Ok g�y OF•h'° �, ♦�y Q 0+0• .C2, ( , rTl e♦��G �zPQ °°�3oG�, '`��-y,��, y\a��GP;��`'�y.�°PQO,e�,1P ♦��y,�P °�y�G�, ♦ G�, P�, �, x}}.�o�pa:sy ^ ,"y1r�e xry♦'�ry ��y °�y x�ry 31`ry ♦ 0x} ti a$- P�� ,� °� `°5��''♦�`� �...I RAVALLI STREET °'� ry G 6 y s- aa10 � o' P yo �,� ♦, ry ? 5 V - y ♦ ♦ 8 � W ♦r °x - N ---- ---- ---- PR OSED GRAD _. k - - - 4805 � EXI TING AD -- - ---- ---- --- - -- --- -- "' z v, F.L. 00.I6 4800 92.4 F OF 8" CL SS 5 DIP NATER MAIN -- 4795 E"1 DATUM ELEV _ 479aoo - o a ♦ o o m n vs as o �ti ri i[i vi vi a < a e <! < n�' ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri ri 0 a < ri a a Drawing Date: 07/11/05 - - 3+50 4+00 4+50 5+00 5+50 6�an 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 AB3.0 WATER MAIN PLAN AND PROFILE A� T 77T T B3.0 SCALE: (1"-50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) t"!�—BVJ-e''1 01/23/05 #03541(AB) 4" S ss 4" SS -- -- --- - -- -------- -- - - ----- -- -- -- ------- � E 15 Pt9ASE 1 B. .I134 o --- -- -------------------------------- I �.INSTALL NON R � I $ No. 9516Es 9 I I I 'DRIVEWAY APPR AA E 116 I I c.o.e.1a Dw�; -1 I / a�� I ��\�� 1_ 132 131 123 122 1 120 ' '. 13b / ft 5ED PEDESTRIAN X-ING SIGNS 2804 DO � 3/ „� e / � 6x66 l —-_ x Sheet 9 of 25 " SS STUB E o9' DRIVE = I 9. 0 I -1 1 f $ - - ` � _ 'n 1 +DO_-_ e uv'i Z 00-- - ; + '{A S o a 1/27/04 2/16/04 ti ` S 4/M/04 _ .H c f �C. -sr 7 •sr - _ - _ ss P a so .ioroi/w -IREET � HT d -- 7 � � SED CROSSWA 3/4 nrccr --- s s/s sroc s n¢i I "� W Jr �� poi/zs/os IT I If 36 I ' a.. s N p 8 i i 68 N II " ao ' I a 8 94 3b 31r + II 9b 107 bb I b7 b a" s l t l 4.. I I I I 77 3/4" W HASE 47 W 11 4'•W B m I 4" ss W a' SS I I I PHASE 4 7 ' _ I I SS I 3/4' 3/4 ►- : 3/4 W 4 ' 3/4' W 62 I 64 . W r W W 92 `• i PHASE 12 U 102 N m m PLAN VIEW SCALE: 1"=50' b 3/4" WATER SERVICES C/ LT RT a 7+02 a 8+76 9+75.5 a 9+79.5 11+59.75 11+73 13+62 O �P � �4, � aP�'. � 0 1' dt'fir.°. �. P�• F �. ; W dr �,P P`' e Joy 1• °Q. h° y ,�,. oy .� •�,o,+lF'e,�, ti °y °5'�O o°'�, �� ° Soo oP�PQ` ,O � ., o y � J° k`•' P�"o y d,°P•�. o � � �J ,h 4s � � � � o � �� oe°� o� yy � �°°; �o� °� 4°' � �� P�' S,�o �tiry a• 0 y oo.h� 4,° °P x�y.�� :sy,�5, .° � P� �rP�Jo� o ��. y, Pyi '!�� ° `2P `1"0 kx '`p�,?Q�. �'� �• ch' ,�V.. .�h� 0 p 1 O(�' (� 4.♦ �� ,lN�`Q- 4i + cfi' F°♦ i p a1� �- 'l�0 P Q" '3',�t4. �O P�' 0 �. 3tOG� ,�d Q x0 �Q'-G V'.+0Ct' Q `�0 y Q" .01,+0 .�N P �� i� �GyC jp� P GPO• Q�' A+ r� ,{r,o. P 1y 0' •1F'01' 0 1P�<c4� .Cg' f ' JO ?y Q" P �01' P .� i .fit O'L 'CA1� P �• 0 y �J` .`Y � �' + o,� ' �y Q y 'e � d� .. �y .,,,�9�' �' ► y9�� 1h�e o��? 00 h ��' �',O0 `' � P•.� Py '`• 0+ Q'o�o.�'c3��°0' P y y��P'��`'�O ,ate`'° 40 61h P'h'O' x1'` P'"ylQ•�Q,�Jyt Cj'p �.�y 3r'P'l�'O �4,Z� 1 •Fc• %� 6 t Gp`k-�"s ry 0 �yP ,4�yy�.�. ��'s �,�,jQ-��y'P' 0h 0�y ?��Oy,�Q-f' h 0•%'l0 6�y'l Q�G��J��°. Q- 0 0. 0+0��2�e��i5�•�0°�s0'O P 1xy°0 l' y,0 k1YQPy/��Qyo-`C�' 01.1�J�'QLCP .��1y�O yc}`FJF.�O '0 a. 1gy �+ ��aG� O ,7xy'`r`JP'CT'Jy,�p.0`L1� xc,'1' JO O3' O w 4800 PALISADE DRIVE p - - -- NEW x58.5 - _ _ -- --- - - --- - RC CUL - --- --- '_ _- - -- ---- ---- - - ---- - - - 4795 SE NEW Y ST SE M WS74LL 4'. xe• 11 Ew la' sToRm I F� 1 4790 I 680.2 5 LF 8' LASS 51 DIR WATE R MAI O 66.75 LF OF 8' ClSS M DIP WATER MAIN V 4785 f� DATUM ELEV 1� 4780.00 m n v w w vi vi ui ui mn nm nm mn mn mn mn mn mn onf n n Nn uni uni ni Nn muni ui vi vi o o oomn 'o m am 0m omf m m m Drawing Date: 07 f 1 05n m m m o, m m n n n n n n n n n n n n n n n n n n n n n n n n n n + + a � a r ♦ w r w � a a + Y � � ♦ a Y ♦ w + � Y ♦ ♦ � ♦ � � a a + � w ♦ a < � � ♦ ♦ � + a � ♦ a a ♦ � + a a a a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+DO 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 11+50 12+00 12+50 13+00 13+50 WATER MAIN PLAN AND PROFILE AB3.1 AB3A SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) AS-BUfT"'I' OI/23/05 y035at(AB) _ E z 4t .15 \� n'� MARKtANDLER ? ' z \\� \ a No. 951BES x 11QQ W b ti N \ y9� gfclslto�, aI U d Q Sheet 10 of 25 -�'^- - ------- --- ------ ------ c ZCine 1� C c I/t/a ev jai/�s/os _ - C9 N m 8 3 10+0092 Q !O UJI 6T g�� \€ v tZ + NO M 1 9 co PLAN VIEW A O /i SCALE: 1'=50' a W a � �' y Rye•Cr'O �909� •.' h G 'l 4 O• P O � �' h g.GP�.o�,o�off' qa x°1!\�"o°y �' �aP,,�a jP��' �• �� o ,�'• x Q�y�T,P !40' 3�' G 2• q P MA�" ci��JOPP ♦ °ylQ- P"' ��a 4P� 4!'��.}'Oy O`l�� •`'`y 'Cj' ',� 0 y'�O ci'�� l b e+QPJ tl'ph°. h ►y �,4 a o 0o p �cr x�• �' 0`��*xlJQ- ti ��yx,P�P Q� !�' !g• .� �'0+�-P�e�,��`'eA� ryh �oyy � 6x°�`�G tih �o c 4 1' Ct y o a x O ♦ y. ,y,L, Q'\aP Q Q` O 1`` ��Ci'p C�� p .� � � �k .�P�•l �..(J•ry ?�G,� ! yq 0+ 4'CZ' W +6a� °. ,'`' h '',i h \ ? 9 ryh 4•Ct' ,y,P+ifs'Op P�aO Q' x^�J4 Off' WO�A��' ^0y �� y�p � S L OU H EEKx o1 c9 � Q2!p xryq' x ,.,�, �y�O°ry DRI ,° tPJ ,d ti 5'1!` Iry ,�l•� °P�QP 5��40 ♦ x ti 4805 — Tall OPSED__ - `� AR RCT �9q`P�° k� - -- - -X7 A�_.. .No -OF-- 1.s'r 4800 3/4' WATER SERVICES III •,zr- Ix -___ `- " LT I RT U WW 8+46.25 8+44.25 A/ 10+34.75 10+40.75 /1 IF�i1l I■■I .75 .75 4795 12+31.25 12+32.25 ' NEW s'ST N SE 12+35.25 12+37.25 O rTl � I — (c 843. 5 LF 8' CLAS 51 DIP WA h R MAIN �1 '�' Z O - •.� y ,�, 4790 IFN�M 0 _ m N W 8-S5 MAIN F.L.■86.2 ■ _ s S\ 4785 4780 o� 4�1 co 'f O f Lo M 10 �O O M 1� O N h n Q� N h n Ol M 1� In O� N f 1� n co o M O lO N ~ M N ° ° O o O ° ° ° °� °� °� °� g o 0 0, Drawing Date: 07/11/O5 7 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+DO 14+50 15+00 15+50 16+00 WATER MAIN PLAN AND PROFILE AB3.2 83.2 SCALE: (1'=50'-0' HORIZONTAL) (1"=5'- -(VERTICAL) AS-B TMT i03541(AB) I ��eF wwCWrgygA s/ M v NARK A. � = w it CHANDLER No. 9518E8,;:'y q CT ^ ' •aJ a stp ' c,i PT 3 in 00 - co .s Sheet 11 of 25 M O / (L N"pQ0 �''� cb 3p rir jw 3 o. o o ro � tpa,/aVaS A W 9�� co +g ld ' ` OD ^ / r l g W O p ' CID S6 N 3 V) N a \ v cn + , ST N Iw 0' S 00+ I _ N - a NII� bo+y N r 15 < \ r r! !r W W a IFr U x toLU ,No • ^ = PLAN VIEW SCALE: 1'=50' r3 O hQ-0t�� 94�Vyl jp� yQ'�g Q �J .�y�p� ryy�� ,�0,`•9� �4 ! .1G y1`b4G~ 0�S�Q" yy°x^0+0 \ •��ory Q�2�° y �P ��' a 0\�5~P y o 10� y�O 0 k M x 09G ♦ 1 �14 y STILLWATER CREEK DRIVE - x 48C i 3/4" WATER SERVICES O OE LT RT y�Q PROPOSED OR A_ -- ---- py' � 0+29A5 0+31.15 480 2+00.5 2+29.5 O EXI5T1 0 0R DE j 3+81.15 4+33.35 --- --- 85.15- g C`i' -�_ _ J 3+ 4+37.35 --- - _ - 6+33.9 5+95.85 L�Gy GGP� 6+37.9 O 479 STALL F• G, ~dry 8+11.4 IN MAN 8 2.25 OF CLA SS 51 DIP TER AIN p J ,• 479 New •ss uN � DATUM ELEV P Drawing Date: 07/11/05 4785.00 ifl 01 N 10 O� N 1A Ol N N 00 < m V) aD W M n N M N III M� c4 Y YI vi �l p O O a $ $ o 0 0 0 0 0 0 0 0 a a y rn rn rn rn rn a rn °g i �; a a $ n n n n n n n n n n n n n n Y ♦ a a a a v ♦ a ♦ a ♦ __ 0+00 0+50 1+DO 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 AB 3.3 WATER MAIN PLAN AND PROFILE AS-BUILT 83.3 SCALE: (1"=50-0" HORIZONTAL) (1"=•5'-0" VERTICAL) w /� #03541(AB) 11 \ -IV 4 - of = co n ~ 2 "'oD,�" MARK A. b W ' II N Q 1 W d o No. 951SU M 4D W S 1 7 . e' \29��AFCIS7CR'u��0 °D ♦♦ ♦ y� Sheet f2 of 25 _ _ Ory�ry�' / , RE$IDE n o a .no � � fJON R` y B6asd� I' .....1 �M1ly pPPRO C� ' ! Lu ' ao°c fJWAS D' ON 'yi X 1z i8 � /:c/a ` � a g. 00 -9+Of)W g(/�A1ER!•AIN J, b O�dj d A MAIN - � y o� w 3 3 1 rc �, - --- - - 1 vs ` • f,5� - k. ,v I£ y 10 �d, 111 ��3 = 3 ; W /mom I n co cm , , \ cm OD m N / ap w PLAN VIEW PLAN VIEW SCALE: 1"=50' SCALE: 1"=50' w ICI o Q�P O.oG cb (ZIP 0�P�0y,\0e� 2�G°��G�y�,j?J�,��O �P� y°�`'��O �t' ,�' � xo,6��Oe�py,�P�4. 0�0 �� ♦ .��"p�iy ` °P*O,P' xg1'Q.te'O p'Q P? 0 ��/ 4�t�GS'lP;��. �C' �• Fy?9d ,Q ��'L��jQ+�P00.�0 ,jr0i Q�' x�� +0 AlQ h �� P G y ,Cr'Q -�,. ` ,h ry5 ♦ 1`P ,tip ' •1- q 00 �,p \ O�� •1- P h+.l O P Q G. y •R' P Q'• O 'L 'l G•'S 'CZ'1 ♦ W, q •C �i G � 0��y�PQ�Q� hc�oyy �� .�4,�t,P,Fi. ^,9 x7`ti `y, x�`Y `4 ►h 0� °ry '� ,P�? y Jy ry1 y t 121 ,j,P y.�t•'l�'y P � 0.0 �'��'96 O• �� '� � � 9 P P P 2 Q P 0 0 °P y°q +� ' 0+�'0��k1 '� 0h �i h O Q �`� ' G Y a' ' �ry h• P P� O W ,Ox,gyp' +�'�'00� 9ry.GQ. P,� P?'� �4.y'l J ` c� O♦ .,�x0 Q�`�O,Z,PQ GP�40. r1 JGy .may x°�G x� 0 rye G y �- ��,•�' x�h• ,4. �,5 aey�,°s g� � �M� �t' yy P�•CZ'OF. y ° P� ,ry y�� yq} 0+x`ae.yO.l�y E,'��'`.��Q,pY 0,, Q�'P�' 'y ylv'' �'i�'p��'G �'P V HANLEY AVENUE o IV 1, P 6 ��cA P 1ryry� �� d •+t � �, y d� e•O �P�ey�oa��,o ° 0�,o Py yR� OS ' - -- acw ss M °\ PR OSE I OR Itt Q°ry^ a�GP wx1vP`JG`�� O rW^, O 2 o.y�0 ?7`�Gy'�QP� r 1 1snN 4805 , �° PINE CREE DRIVE �� \•/ 4795 - QrP 4800 _ °� �'`°O PRO��W 5 O e'F. ss wAw �P __ EXi TIN RARE F.L.-99.9 671.1 OF 8" CL SS 5 DIP ATER MAIN - -_- __- --- '-� 3/4" WATER SERVICES .. •ryy - 4790 LT RT _ 1+04.5 1+25.5 O - 1 4795 1 1+08.5 1+29.5 2+87 2+99.5 _ IN1- 2+91 3+03.5 y - 4785 _ O 4790 °� 44 .75 L OF " CLA S 51 DIP W TER Al. la ° I L w1w �Iz I 4780 �1 DATUM ELEV i;a 4785.00 3/4" WATER SERVICES n n co v ^ o a O1 o vs o in o -*I ao 0 a6 of of of o 7 In LT RT a Y Y n a^, K m $ °� a °�° o a m ^ rn N o o VI rn M ° _ _ + < 1 + ♦ < Dr¢wing Date: 07/11/O5 O Y 00 17 OD N 10 O� N f N GO .— I7^ ^ a0 Od of of 0+29.15 0+31.15 N 2+00.5 2+29.5 2+04.5 2+33.5 0+00 0+50 1+DO 1+50 2+00 2+50 3+00 3+50 4+00 3+81.15 4+33.35 6+00 8+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 6+33.9 5+95.85 6+37.9 �� 8+11.4 WATER MAIN PLAN AND PROFILE �AB3.4 1.4 1 WATER MAIN PLAN AND PROFILE 83.4 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-T VERTICAL) AS AO *TiT 3.6 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) -B TMT 01123105 #03541(AB) OF VNE N ° a 0 PS }` +9 N sroo F� N µ A.Z 6 r i - --'---'- ------ ---- Y I o0 00 - - -- ----------------- -- O o t ------ ---- -- - - — r-= ————— Sheet 13 of 25 I I = 0 Pir � l �M1+07.80 III E ate. a r I o I I Ip N r I III U N y m/w i I 95 W a III III lJJ V INSIRL NON R SIDEN�L r 11� I I 4, w I I S%o6/a C.OIBwSY DW A No.P 025 9-1 1 ®I� I III III Cy� I o I � I j � . ' ON RESID AL Iq III = APPROACH ER.J .�` '1� a. 3 L J gill 1 \ 0 W c �� r CID r . TU:DWG:No. 025 ,�0'-1 J I I N N ; CUD) N d V. + Pt w ■ I I Q4 M E — --- ! M .I O CID g i N S Ln I ! o I W z I 00f� � .�1 �y (fir I ■ _r RE51DE 1 L. Sr r \ .4';�, 'DWG:\\p\. 02 ~ "V PROAC252 d 4 -- 1 VVV� go N �4 ; 0 pDWG /._ 11 ,.III III w ►"� VIEW pI4 P rxw; PLAN PLAN VIEW SCALE: 1"=50' W a Fir z y ,�4•°P` C� ?° `L�O.` Q'2'GP G 5 ,`' Pc�.JPO,�a' Op YP �O xF`'10 S"�O.O `°•'.`� 0�4,y.�QQ- �cz Op�O°y y4,y+0O"C2' `Ly/�'QYQ GO,P��O. �, w y"�O' ?P J C}'♦ ,y. GC� o') 00�i' y0' .jp'GP �•�S, ° Q,�,P �x1y1F 4805 EAGLE CREEK DRIVE PROPOSED GRAD P`'•C�'O 'j,0?° ,Z,P�' Ix°ry y�i +0 a°. �.'�•�Q�° Q Q � y�Q ._EX PING GRAD OOp p�QyO�°Q�. x10ry 0G� GP�Q�a Do GPI`7�0 1-1 4800 3/4" WATER SERVICES NEW B SS M LT RT '• �, A Q; �JL_ = F.L.-17.2' ,+os.75 ,+1sMILL CREEKDRIVE _ JN ta'S R i 1+09.75 1+23 4805 ' ; 2+93.75 2+95.75 4795 4 LF OF 8" CLASS 51 _ D P WATER MAIN 4800— ROPOSED_OR DE_ 37.5 LF OF 8' CL kSS 5 1 DIP VATER MAIN - j�"GR D 2 4790 - I NEW 15'NORM 41.5 L OF 8" CLASS 51 �•{ DIP WATER MAIN NEW 8"SSM 4795 O DATUM ELEV __ _ 3/4" WATER SERVICES T 1 4785,00 2 4 LF 8" CLAS 51 LT n+ aY w+ o m o n o a aa rz I �111. LT o 1AS 51 9m DIP TER MAIN 75§ .o +n nn nn 2+24975 0+00 0+50 1+00 1+50 2+00 2+50 3+00 I� I DATUM ELEV 478500 n con m a Iv v> rn w n aV m M m rn a m . m a rn rn! rnI m rn o g o a o a Mz o Dr¢tuing Date: 07/1 f/OS , WATER MAIN PLAN AND PROFILE <" co 0 3.5 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 MAIN PLAN AND PROFILEAB3.5S (D�ATER ALE: (1 50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AS—BUILT o 01./Z3/05 #03541(AB) 3 t i� I -. CHANDLER T T No 9518ES kl r I� )4 Sheet 14 of 25 I l/l _ U) - 77 l 4/U/w N Z I ; ��i� w I(n Tio/o'm n ao 11` I �� I I J Kali '� =L e�oi/»/os ------- - SAWCUT EXISTING ASPHALT. BACKFIL - �� 0 8`B0�0 _ �d ------- ---- -- - `6c TRENCH WITH NON SHRINK FLOWABLE�FILL TO 6" BELOW ASHPALT ELEVATION. I STALL 6.' OF COMPACTED 1-1/2' ROAD MIX. _ MATCH EXISTING ASPHALT THICKNESS MATH - _ _ EW STORMY+$jWER_ ! L J it +9,: wto 3 BITUMONOUS ASPHALT PATCH. 'a N - � _" HANL�EY AV �mJ � o� w - u C �---- - m o 0 cn a 1 � w I � •fF PLAN VIEW Jy7 SCALE: 1'=50' a ,CI'ory0p�' y� &,�jP1i. N Q' c, o A y e�y ,x9y+e C�iC2Fat y ?P Q 8kx'�0 CQ F+4 `x10,`p�YP��'l�� JGy 6xry 4W HANLEY AVENUE 4800 ,�xrO 4795 -PROPOSED'GR GRAD --- --- --EXISTING GRADE NEV18'St SEVER-" O `V 4790 - --- -- - - O 4785 - -- --- ---- ---- -- 597.15 LF OF 8 CLAS 51 IP WATER M UN W * R1 IAINPS� 4 WIN 4780 DATUM ELEV 4775.00 P° m m o o N n ro a ro ro a m a In ao o Drawing Date: 07/11/05 00 o� of o 6 000 0 0 �i �i ri n ri ri r .' a uiI vi r n n 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-f WATER MAIN PLAN AND PROFILE A B 3■6 83.6 SCALE: (1'=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL) kS_BTm T QLMI05 L \ \ (�'� \ +Y 1y0 / / / / ♦ / / MARK A. ` n \`s •s @e / �1 / / / �' ,L q. / / / p CHANDLER Ads ER Sheet 15 of 25 94 V. INN \ Ay // / � O�O ef•5� / / \k S � � � .,9 0 ` P 5 O ( \ ►� lll l�p if PLAN VIEW p SCALE: 1'=50' 5 Q�•P�za� � .� �JGS Q�P��.� aP�`��~ °5 \Q��`�'S`c�' op�` �,,,� GJ� O+A,O & �� Jos �, �; 1' d'�,`� ,Q•,tr o�`" .� .° o Q-G 0.,��,��e O h° �,4 OP ., Z,P �� . •�o ♦ o , �' °p � 5'�'.er•RJy,�'ory x,�7 °'C2' �p�'�0i` Q`MVP ,Q�.O`L'� ? ?°q� Q��. q Q2'P�4� d� Q'Zp G��l'CT��iQ`) �O. gp'• q` e+�� dory^�P d� c�� 'f`O' o� `1y`'��' `y ryy`'°� �' '`��' `�,\\�°S y'�GP•`� Po qk^9 ' `L1'�yt� v �C•ap q'` p O 1} p0 g4,p,(x, J Oxry a may 0�Y 'S 1��`a a. .�, 2. y4Q' �i ry y 'C�` 0 ti �,�oPJQ. '� �!•"5'�JP i 0.y'l0'1yq O xry OG�' �, �J 4 Q�' (' 00. O� •�' bx aF Q4'�i'CQ•" P� y5 % y�pa ��F°' p5 1°•+OQ.p?�JO�'1�'�° P4' ,`i ryy yeti ? , oryo 1 �o, SL GH CREEK S_ UGH CRE K DRI `'•`��t5�0, ,e �.�. 4805 - P�O.�- f• — .�\ ryry_ ?° x�OpJ` P�'•t1`yt00`L� D VE '•� O � �,�- •x 6� _, ....._ \ask 4P?e�p�\ � 3/4" WATER SERVICES 4800 � h' 1 LT RT 0 Oryry�O�_._ .�. i �P`'O Q`Z'p A0 [�] 2+99.25 1+98.75 3+03.25 2+93.75 5+94.75 4+29 Q4. 5+ . 5 4+9 'fit 7+85B5.85 5+92.7.75 4795 ' - 5+96.75 �x 7+83.5 ' A PR OS� AD M SE O T� rTl 4790 NEW 36'x58.5" tii ARCH RCP CULVERT' N f"siogM SEWE W 8' MAIN O R.70_ --- 1 TORM'SEWER - 4785 s _ o S F` I O I� c ,wIlAu <`.a'..e' 773.5 LF OF 8 CLASS 51 DIP WArER M IN 4780 °iNsuu FOAM sp SQL ry U NEW 8"SE MAIN'R F.L. 79.96 ?S.,s•/ N 1�A Af 11 DATUM ELEV /e N 477500 a m o! m o n u! e n o n m n o e m o ♦ m n o m o n n m rn rn a m S rn a rn $, m coo m 8i �i m �i 8i 8i a a m a rn ri ri a ri 0 ui vi ui o to n ad cd co r n n n n n n n n n n n n n n n n n n n n n n n n. °i °' °i O1 m °i O1 0' m m m m m rn m rn m Drawing Date: 07/11/05 Y ♦ a � a � ♦ ♦ a � � a ♦ � ♦ ♦ � � � Y � ♦ a a a a a � w Y a w Y Y a � a � a a < r 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+DO 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+DO WATER MAIN PLAN AND PROFILE �.�J 83.7 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) AS-BUII.T o1 LAM105 ��3641 i ql?1 ��oT w,clvrq�9 lb" MARK A. T" ■ B Y MST NN IIENTIAI -.` LL,, Sheet 16 of 25 RBI ER W APPR H PER '' �� / No. 2 9-11�, .� �l S lao.B. /// 7v7 �� i ins'a �y{ry`,�y /♦ / R m 4/2s/a '� '• A 'i I'�p252 Z ■ -3 1' V -- - __---- �-�ojt o %/ U' ,S s�2nra LL.. I D ■1-�■ — r � N'oi�LC: .A `,,� \ 2 '7�'- 9aS0 + ■ <��Rr�� T = -.� D C ON Rf // a A Mai/U�m ■ �c + 7 � 1 ■ i Dwp W e as ;Ile }� r ol P PER , �` o, 'N — ^ PEDESTRIANo 02529_j 1 H -— n B� 4 R�_ IC�t g STD.DWG� car ~ I I D/"� L 5 ��°may % W ARE _ 2� 9 3 A62 IR �X N� - `N S1wa N 529R11 AR 4• EA DESWG ,aANa o AR 5 SS�Jg a 5 � C � Ey SS ` �yF Q, SSUB R8 /r ��iTF�orio�of\T/ ,_ W ooca ypFgE,�y OS Cv eO�FM�By}DR�� o s`•�ss�',00 ----- -- `�� OFs�i I-a o PLAN VIEW goo SCALE: 1"=50' ST�FOe O�Cpigti o cl Ho Pq�A J .yo 4fy\•�00 o"oo 0 y o a I II II 0X �y ,ryx `L0 6'1 k• .�9 n�> hod ,' QG hQ J4 �ca x N x y <t, 0h 1ry'V ,yy01 �' xoS°a xti"�F, .5a;•�y QG Q 0 0 ti J° O F. aalo a o RAVALLI STREET- ti"bh e '�yh6 tit `1xoA�o' o M —> O w W 4805 A >m W iy ds EXI TING xAPPROXIMATE LOCATION OF EXISTING FIBER OPTIC, POWER, 4800 + ri 2 GAS AND CABLE LINES. CONTRACTOR O TO FIELD VERIFY DEPTH AND LOCATION o W �d FT o � N A`� y 0 o O Gq 40 4795 S S OW ^�Er�J O Vl In H EXISTI G 36 CSP CUL T x DATUM ELEV w 4 AT 1. 4 NOR 4790.00 nO O� On� a On 0 08 N 0M O Y Om n OOO pm O m tO0 VI 0 < N os Noo 0a an O ma pM �-R O50 8O9 O O O � � m0 4i f ~ Inh (mO O�On 00 0 0 s0� � � In naa00 O ytP aa 0+00 0+50 1+00 1+50 a 7 - 3+00 n Mh Mf�M a<r'1 N� O 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 11+50 12+00 4 I� 3 CENTERLINE ROAD PLAN AND PROFILE Drawing Date: 07/11/05 C4.0 SCALE: (1"=50'-0r HORIZONTAL) (1"=5'-O" VERTICAL) 1 ' NOTE: TOP BACK OF CURB ELEVATION IS 0.03' BELOW CENTERLINE. i FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. ABCO AS-2UILT OL23/05 /�J3541fAN) ��P�OF A1Lyylg4,� p o MARK A.. CHANDLER ,�§ _ ' N 3■ _ 'A�µNo. 9518ES.g �I �� ,i/ ■ �m�., -- Moy9\RfCI Sl ER��O QQ I I ; NEWAY APPROA INSTALL PEDESTRIAN R `'��'! ■ n -,c:! C.O.B. STD. DWG. 123 122 121 120IRWR&TRiApoom GINS W hEER j `�t ■ + Sheet 17 of 2 00 mct,• 3oI s 0�09"E P _ - o �- +- ---_■-1i oo - - - 1 117 q m � �9 m m-issqy + 0" DQ -��. r.��rr 8 — _ 90 - .._.. Filf.M.a 5/2 N A[La HANDICAP RA PS - 'nrn - - '. r�,w 7971'S 97. �♦ -- -- __ _ ___ N#• �� a �. d m•nl m PHASE 13 aL �`�10/0 pLL INTERSECTIONS�NP _. 15' -� va�mcEr - - -_ _ 29 51 QI c 97.9y-�-� .�'97.60 I o r D- V) '(1' CR II 1O r '� •s,cw/smt[r INSTALL HAN01 RA PS -��sra/s 15' RAD. TYP.� 1 W i ' , o - d. /' �� r AT ALL INT m ( ) Wj 8 6� 15' (TYP. �' _ � ( + 4' WI yir,nn 191 9'�`� o I + CONC E 15' RAD. P.) •p K g 8 SO zC I P AS I ■ a $ (T 94 g N Pg. W I + ■ ■ _ 95 107 °° m „ 3� b5 b7 r ■ I of 1 =■ Z ■ 93 g I 77 �r m PHASE � f I I II I ■ r 79 := I ■ — W In_ - v m — w N �I PHASE ■ ■ _ 5 2 m I � I + I / 9 I � HASE 12 / I, - � W 54 102 I m 0 I I I 83 / m 91 I. I+ ■ 7 8 110 ; 1 111 a ■ 0 I IIlls, 1 I I i I v 31 ■ N ♦ _ I P 9 I I + - • N f� C = ■ N R.I + f AL NO W I I L7 0 ■ 101 p }� ■ '+ p yr RI Y APPR D, O T I � VA me" • G. 79 I sw. w I I _' 89 109 r i 88 _ ♦ N AT S_ ♦ 0 - I 4S 1 49 ■ � 0 - 1. a fo s I s W ■ - O D r v Z REE r I I T2 / 88� o - L TING I T �I ... TO p 2 ; o I I I I b HA' � `, I . 7 I ■I I I r I I A ,8 0 I I M) ft --- I I I Q 71 47 ■ r 89 ■ O -85 nl Q N PLAN VIEW I SCALE: 1"=50' 1 -- HIGH POINT ELEV- 4800.31 LOW POINT ELEV= 4798.4-PIGH POINT STA - 13+25.18 O ayo O HIGH POINT ELEV= 4798.06 LOW POINT STA - 11+69.16 PIA STA - 12+93.70 0*h�OkA° PVI ED. = 2.54 0 x HIGH POINT STA = 3+35.24 S PA STA = 11+85 A.D. _ -2.54 1y PVI STA = 3+15 �, p PVI ELEV = 4798.25 5� PM ELEV= 4798.25 y'lQ' p�' y�' A.D. = 2.91 K = 39.37 A.D. = -1.80 K = 25.77 O 6a`' K = 55.70 100.00' VC c� OXOO b I I Ox�kloi° �}• X�k190 I 75.00' VC-�I by" JQ 100.00' VC—� 5� QZ.�' My®O�Js N o oman mm N o N M + a 1-4 c Oyyi�xJ gw I` N p a �x�� l s1�0?&00 Q w f w6i V > > �y ryb ,!A rii Q �N e`yG 4, ey ,oh Q in w w N 1xw PO O, 01 i 5 > > N G m m tiX R W W X,O'.�h^yob aa�iQ Q� OX`L'k1 �.!y qe� a s m m W 480o PALISADE DRIVE _ 6 . ��y cP �x ," _ -0.50% ._ ooz O 1 - .84% ;07 O - W W � 0. 5 _ PROPOSED 1J r 1 1 �p xd} a;".;tr-1_ - - EXISTING GRAD -Qg QG T`�x 00 c g Q° � �y�by lb °xg G Q + � O � 0.h�°" F�✓4•° 0h .�O <i O 0�1 x00• , a 5 ryX0 O`'{7 w1 '� a790 ° 4 N O Off!(, l OF11 S OX s `�!J 4785 W ATUM ELEV w O 4780.00 If-� f ♦ ^ ^ n N mOl of� m wm OoD, m 0m o' CoO�nm 10 � I7n m� Ooof; f m ! N O mmA nOn 8 N m o, m o) o o om n o o m o N v No, nn n 01 n NO n n n, n n^ n n n nYOm, onOf �L1� f� f f� Y fY O Y� O� <� �� fa � f� Y �� Y YY f f,� � f� f ♦� ♦ <� < <r O aY O <,� O O� Q �Y � f� O ♦� O <Y ♦ Oa fY <� � O,+ 7� Y� Y.� Y� Y a 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+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 Drawing Date: 07/11 3 CENTERLINE ROAD PLAN AND PROFILE PLAN AND PROFILE 4 C4.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) b m NOTE: TOP BACK OF CURB ELEVATION IS BELOW CENTERLINE. .r g CL FINISHED GRADE IS SHOWN AT ALLL STATIONS UNLESS NOTED OTHERWISE. AS—BUH T Ol/23/OS #03547(kB) ^ + o zcN5 edTG + STt ■ OiO0+0y MARK A. �SOV _.___�_ M"s No c_AOrNl sMDrtcLr�E-��R'c49�p No. ?�>% 9518E 11 zz In3� ■ _ to``' � r "n+InEEa��- ao W to (n 00 i ' Sheet 18 of 25 �o ?07 " : Q �� 8EY15IASt I � 'a s a __ --- O] w En 2 ■ r � W ch I w --- S,zS?p9" LOUGH-I EK DR NE_ -- ■ 13koo N _I - 00' �. 52.66• - - - ■- - -- + 'H.l!- 60 1- sM os ■ s � = rti ■ ---- ll. I I � ■ I .- fZ - -=-� r I I Fy OD aQ w a s Ch tA�- ■ r '' �. I Q °1 �1 w � Z � C� N ■ 'yN N i/ y I O r 38 CD I ■ j� li I W a�i j~ �I a IJ ■ N i�/ 1/� i3 =W ■ r _ ___ _ _ ____ ____________ ____ ___ I. i raJ ■ PLAN VIEW Q O SCALE: 1"=50' HIGH POINT ELEV = 4805.15 HIGH POINT STA = 14+51.16 PM STA = 14+40.65 PVI ELEV= 4805.49 E••I A.D. _ -2.23 125.00' VC —I � �O ^ O1 0,P" m i M ` ro a + ao ryh Off'h h I2 aau? cow w y,doe xsp �.5 OUGH CREEK ,QS �,`�'ry�� h ' 6 ' 1••-1 ,fix 6h 06 y '. x 4Y1� ^ry. a� Qv o RIVE 4805 a ,10� Q•l .�- --- ---, �2.o X F.•H i O x0 ' PROPOSED GR E BF xsd S800 O n rn XISTIN----G—R-'_" . h O•cP `s C 9 1.75 ----E----G ADE ,c n 9 A 4795 a C,p� S 5. �? � 4790 `M�V � CPO O S �91�7I � � F•+•1 4785 t O I � 0o U 4780 C9 p r W ' F N N W li � a0� � fllyl 10 Ml O mOO QOOOO'iO�OO6 M� bO T O p OO O a � a aaab NO D 07�11�05 Drawing 3 0q 7+50 8+00 6+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 15+00 15+50 16+00 j _ ,��ENTERLINE ROAD PLAN AND PROFILE A B 4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. AS—BUILT rL FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. OL/2-VO5 p03541(AB) ee u Cf Y ° ■ m MARK A. y 5 CHANDLER T ■ O ♦♦ Pip \p Q ��et Na 9518ES Go sd �� ■ 9+p ♦ W ♦ x d) Sheet 19 of 25 0 ♦ �rsroN Imo RA LEY'��kVE ■E { a N 5\ ♦ �i s'a 9 .00 ♦ r./2gia a m ♦ ?-.C9 4 e c '..0oPoVM rig a c ^ ♦ \ �"�� m mS ld S s rmom mmmmmmumm _ W u— ■ ■ " W ■ b V ♦ a c� ♦ °� 1 9 � W + 7. 0) - ml-TVrrT€R- 46RIV€ 000s 9 .35 00+c ,lFi61.60S - �026t Ois • i +y vi r cm ui co n _ _°�i nl s ss d Q I: PLAN VIEW SCALE: 1'=50' 1"rl 1 h1 w1 J X ' ' Q,h 01 kx Jp 5 ° �6 w �x h1 ` S T ILL W A T ER xry4 °� �' 1� a a 0x� 1y •q1. u�i. n +2 m ''� 91. CREEK DRIVE q Q1 Q°9 �x 0 N II H ! 1 x O x M t 4805 �- W 3; O N W a n P OPO O GR E x)O, A4800 1 E10ST1 G GR OE 1. � l 9ySi 4795 -- et O >js 'YCRO S � S�F' 4790 - - �n a 4 °uF O�w DATUM ELEV _ X z 4785.00 W W _ NO N N,p t0 ,O i6 Iq a0 N GO p Oop op �p cp � O.8 8 cp aOrp� z Oro $ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+DO 5+50 6+DO 6+50 7+00 7+50 8+00 8+50 P 3 Drawing Date: 07/11/05 CENTERLINE ROAD PLAN AND PROFILE C4.3 SCALE: (1"=50'-0' HORIZONTAL) (1'=5'-O- VERTICAL) m NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. . FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. s AS—BUMT 0 01/23/05 #03541(AB) 0 .90 °.��«��ayE�;� Q ^ U� ■ O 1 IIIGFWYL" o ♦1 d �?' I c_> • y°y � � �/� 'nECISTca a?o o ♦ AO x ��- ♦♦♦ do-O. x ♦ ♦♦♦ J t jp� y�� Sheet 20 of 25 ♦♦* \ � � N RE C R a ao �� aa�a • \ ?olyti� Rye \ W / A 1 t1AY pWG' _ a&�1 W y - `� ■ ♦ °�O. Q z i 101- �, m � ♦ / rc R 2 s ■ 9� OD ■ e 1M i ■ / V L '�� EK�� v y ♦ � W- n n I-`�r, 7 00 ♦ ♦ Orbs D 0 O � ;��..,,� � m VENUE ' a +! ♦ o ° - ♦ o it ` ♦ too 9 .00 - ♦♦ O m :add L = i ld ■ ,�(� CID PLAN VIEW PLAN VIEW Q o SCALE: 1•=50' SCALE: 1•=50' � a U � I • l O N \ V O + O N > 01. HANLEY AVENUEci �' 6 p \ 1 O• 4805 P' O N x p G ADE .117G o x,09m�190ry•� C� + ro M �yxb�0yh -k N O 6x ADE S �Oj� Ox� 4'p\� n n V) 6 XIS NG 4,1, �05 PINE CREEK DRIVE <- w (La oo O - a- s W + a a 1 6x� < 4795 > RADE s 1 x PR t O v~i w 4800 O p P qti •?, 1 `�•O. \ �OPO" S -7 Sa as .9 NG RADE �P \s� U o S 9� of EXI yyo 4 FFr B 4790 9L 4795 A e 'tYaly N Dql, 9y yoti 2,s � sos � �1 O -i -- 4785 jig 4790 9�F C� W W tis� �• 00 00 4 1 7 Q O Z W O i 4780 = 00 DATUM ELEV W X z n z w 4785.00 I. NN Ma`nH 1° °ice YN n Op Y °1W �� O V70 O NN O f� aD O J(_Z nap 1�m [O aD Oi °1 0g opOp ap p ^O ri fmoti IN pMi api�j o, < tRk O N °I M� 1° M O O ^M I� ap O W Oap a mO M aD N 1°M °1 NN f M2 m W MO n t° 0 r n^ M M O °1 °� °i O aV tV n H eM Y a a a v> vi�n O1 a8i m °' m rn rn rn m m m g o o o N o 0 0 0 o Y o 0 0 0 0 0 o O O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 ate► + ar �� a°o' a $ a �9 Y �� CENTERLINE ROAD PLAN AND PROFILE Drawing Date: 07111105 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 C4.4 SCALE: (1--50'-(r HORIZONTAL) (1"=5'-0' VERTICAL) CENTERLINE ROAD PLAN AND PROFILE NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. C4.6 SCALE: (1'=50'-0" HORIZONTAL) (1"=5•-0' VERTICAL) FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. �. NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. q FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. AS-BUILT 0v23i05 #03541(AB) 8 MAI■c A Lu } a y .� ---__two - 0 0� _—_ — Sy9� gCei SIEP�'��0 C'M aqr�.• iii ii 'A1+07.80 ii Sheet 21 of 25 ■ w ao-p `l `z '21 iii iii W N r r i IVVi y w 4 i i NSRL N N R SIDENWR i I I+i ■ � p \� �1W' ili iii � i R SID �� iji r DRItEWpY PR ACH PER ��E '��/��/o• 2ao� iii i i n. U &� T41nl. ■ T C p v1 n i Q C.O.B. DW 025 9-11 i'i y�j ' j E�A p Ly T 1/26/01 ■ 3� I e ro 1� �DWG�.''CH.�E02, 6 N8 lJJ o W !` B 28 - -- -----. 3+00 o +00 Q 0 1 �� Q ,6C fl �, LLL Qpp 1+00 �' Sim m�E' --- - -r+9 0 O+I srov wCq 7•, 98. m ■ QO .98.45 o- ■ 46J •9 N .Q y W ■ oaf T+ LLJ o ` "► 2 EQ a C ■ 'n Oo Q — i C $ W o am O) z o o y � d ■ z to y�P(i \ _ o W ■ `i', a-� _-� N RE IDE R C R " P '...105TA ''.� LLA PRO g ,�d ' o x ..��. a m 41 1� DOD LJJ WG:- . 024 mJ�. WWW e �' < W ■ GOC,O�c' tYMG `Y f g�•, // �\�. / /r PLAN VIEW PLLAN V0 SCALE: 1"=50' u U u z x 0 x sit, 0 x'h�'S' ± x a 0M1a0xJ4 Ox 4.yPy O~�O J� ox tl 4805 O , EAGLE CREEK DRIVE w 4805" � MILL CREEK DRIVE a F��1 a •1gx T 1 rTl ADE `/ fAWi/1 G G AOE Jx WE 1. 7 EX75 N ?x N Oi ROPO 4800 4800 �B <<o So 'nP SiA EXISl1 G OR kDE 4795 �j �S. $ ly 4795 O 4790 r, 4790 0 "W U W z N w DATUM ELEV DATUM E 4785.00 498500 o vi N m0mm0 N ODn m c4 1-4j a N 0 a M �I a� O ry 0+00 0+50 1+00 1+50 2+00 2+50 3+00 n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Dra"ng Date: 07/11/05 8 CENTERLINE ROAD PLAN AND PROFILE oca.s SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) z CENTERLINE ROAD PLAN AND PROFILE C4.5 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-(r VERTICAL) A B 4 NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. 'i FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE 'm FINISHED GRADE AT ALL STATIONS UNLESS NOTED OTHERWISE. AS—BLULT Ov23iOs �035h1(P,�t; u EASEMENT RAVALLI STREET EASEMENT LINE LINE -OF tM K 30' 30' 1 _ I�n�l CmVii 1' 5' 8.5' 15.5' 1 15.5' 8.5' 5' 1 1 1• MARK A. ti l 1 4'/FT 3x SLOPE 3t SLOPE 1 4"/FT GµP S CHANDLER 518E5 ' SIDEWALK SIDEWALK 'J1� I a fir n n 7 00 Pi ol 3'BITUMINOUS ASPHALT- I �hG O INSTAL NON RESIDENTIAL + �/� -==sl I. N 1 SURFACE COURSE 't'EER P I(/) DRIVEWA APPROACH PER2 iii �% - 3' V 1 1ASE MINUS = vt C.O.B. ST . DWG. No. 021p! 11 ,ii fir 96.00 rcW 6'OF 1 1 2'MINUS GRAVEL BASE COURSE to j /•' p0 F / UNDER CURB AND GUTTER o p ,/ 6 CRUSHED GRAVEL BASE ,Sheet 22 of 25 COURSE OVER 9'OF 6" a0 + `. 'i__:��', I z 6"MINUS PIT RUN 9*9040 = Od x COMPACTED SUBGRADE A c E 1/n/a ' o+ MATCH EXIST STREET SURF CE �� _ s/c p� o 0 �i x �I m" - v fs/a 10 W ______ _ __ -� - - - -- -- - 4+00 - - NOTES ---_- ' s D .,, - NEW STORMS+WWER _ ,II► f'O1 w 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC. 02528-1 O C� _c S form la I� "`r-_''�� J =ld z RESIDENTIAL DRIVEWAY APPROACH. o , -, go1/¢vas ^� p t 7p C V_,.pf�E�� `� 0' 0 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. l��••••••J�� (� II- 'R (9 I �"'ALG 1 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. V 0 1 I' ,- (TOPSOILING&SEEDING ON CUT&FILL AREAS ON z 9 0 -� PROPERTY SIDE OF SIDEWALK) O IYi n m IT II 9 f�� 4. GEOTEXTILE FABRIC MALL BE USED DEPENDING ON SITE I O �b fi 1 - t - N CONDITIONS AS REWIRED BY ENGINEER. wLn 5 +oo + s w 4 CONCRETE HEADER DETAIL HANLEY AVE. Q(9 $ N 6�� a RAVALLI STREET SECTION 04.6 - _ a 1- SCALE: NTS " a a r C4.6 SCALE: NTS _ ? m 0 P qgygy s- it I O o m R I 17" u l 0 +( 12'R N W o 0 I �I o 8 l < acl: r oO 9 .35 2.5-Tom.) 1" W PLAN VIEW L co 0 R SCALE: 1"=50' 8,5. I�W/I I 9' \/ 1• / F�RBC DROP.O THIS 11NE CRUSHED GRAVEL OO OO OO OO O00000000000000000000000 O O O O 020 O O O O O O O O O W1ly U BASE - s MIN. 0000000000000000000000000000000 QaP kkr`rQ7yysi SUB-BASE COURSE O AS REQUIRED ' F, COMPACTED SUBGRADE HANLEY VENUE y�� °��° �'e I S-II9rade o, m -Pa«ion,hall c.nfarm to section 02230(M.P.W.Specs.,1996 ad) Q O ti� P 2. Cant-tian Joint,shall be api...d at 10•i,t-le o,N shall have a m mum depth of 3/4•and minmum eidtn of I/lr. _ ��((�� LQ' S 1. 1}Y expansion joint tent hall be ploc.d t II P.C.,,PT.,, um Iret.-am at not more Mon 1300'intervals. The `T / e pension matenal shall-t-c!through the fu11 depth of the c.,b d ante.. r 4805 x1O' 4. No cum and gutler ah.11 be placed without a final form inspection by the City Engine..or his rii,-tatm., L`.I '■ k PO •� 1 s. concrel..hall W cm..M-4mo. p 4.1P 1y �Ip 6- crushea gravel base.hall men the requirement,of Section 02235(MPS SPECS.1996 ad.) Far tam and quthe, Place-t projal washed lack may be used for the gravel bole. 4800 _ 16 q�� Qo ¢� 6x'y� INTERIOR CURB AND GUTTER DETAIL _ 1 `J� QG Q1 , k11° °j C4.6 SCALE: NTS 9.5 24 nN' 9 i Oyryy ti0 xy9 M10 2' as m m lei wl Ix 4795 4I• TOPSOI 5.R I (� 5 Ed Ox M1 �` T. %PR 1 L am) 4RL a " V S 1 tT aPnP 1.5• a/s To I•.sc EX1 NG n 0 NOTE: Y • • d' S 1 479 n fin 0, .� 1 .. ...... ' _ ,P G N I \ •s • 7.5` cOv m R II �} SEE SHEET C1 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS �--9' ,,.'A•in nj .'. ' + v N II w F O EXISTING GRADE EXISTING GRADE 0 0 0 0 0 0 0 0 0 0 0 000 0 0 CRUSHED GRAVEL O O O O C) O O O 0 O 0 O O y g y1 O y�y� 1 4' BASE- 3' MIN. 000000000000000000000000000000000 O 4795 x M w _ O O O O O O O O O O 0 O O 0,0 O 0 b Z1 W SUB-BASE COURSE 5 TYPICAL RETENTION POND DETAIL AS REQUIRED V 4780 COMPACTED SUBGRADE v Su race or hove courx compaction,hall conform to section 02230(M.P.W.Sioeos., 1996 ad-) O 2. Controcl'an joint.shall b,placed at 10'inlanne and shall have a minimum depth of 3/4•and minimum width of t/6•. o W N 3. 1/2•expansion joint atonal hall be placed t II P.C...P.T., um return.and at not more than 300'intervals. The nATUY 6LEV w e pan,ion m,gutt ,na.e,tanrl through the roil of depth of the cmD a M he ter. N 4. No cum and gutler e, be Placed witnoat o liral lone Inspection by NIv City Engineer or his reDre.enlative. O 4773.00 5. Co heal shnl be e h ll set. fie Crvshed gravel bogie shall meat the roquiremane o/Sectbn 02235(MPW SPECS, 1996 ed.) For curb and 000 01 OI O O N fit) PD _ O p Ia 04 b f M m N 8 N O10 O M r IO Os N N �- N b n gutter replacement projects.wo,h,d lack may be used for the grovel base. F•�I ma g00 OOi� COi OOi$ OOi OOi� OI TN T OrN ONi tV H) tV MY Y) IM< < 4�j a Y� Iri Nh ol n IG mo, °' O0, °1 N O1 °iw �' ` O1 °iw °' °� d' <� w <� < +^r < a� < a� a <Y ♦ n� n nY 0 n0, n n" n nl, n n� of < * a a INTERIOR STREETS n RAVALLI CURB AND GUTTER DETAIL rar^� th, C4.6 SCALE: NTS C.O.B. S_M DWG. NO. 02528-1 VJ 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 --- 4 1 1 a' 14 _ O CENTERLINE ROAD PLAN AND PROFILE v "OE v4 3%SLOPE 3%SLOPE RiEs C4.6 SCALE: (1"=50'-C' HORIZONTAL) (1"=5'-O" VERTICAL) SID WALK 3"BITUMINOUS ASPHALT POND 4oi 1111[W 1.6fi NNES iC0 714 OVERFOV gMiE ?L NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. SURFACE COURSE a2u Saar 1117Y Etl:vAngx POW oRFrt wM-1.0 1 NOTE: ' 3'OF 1 1/2'MINUS K ,oP Pea n EtEv.41%.33 FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. 6'of 1 1/2'MINUS GRAVEL BASE COURSE Top Porro 12 nav..Arne,, •• UNDER CURB AND GUTTER s ry CRUSHED GRAVEL BASE FABNCAIE ,,a tYnY au COURSE OVER 9'OF su¢114 LTF CRAIE 6'MINUS PIT RUN - POa n IL IMINA"-4794.a1 8 4 BORW POND I ELEI=4I94.85 POND L a ATICN 4100,3S COMPACTED SUBGRADE BOTIM l'Ola l ELEV=4800.35 NOTES: ounEr Drauhng Date: 07/11/05 30 w 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 z RESIDENTIAL DRIVEWAY APPROACH. - pm 2. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE �•uA q CONDITIONS AS REQUIRED BY ENGINEER. Fla a TNIGr PRECAST CONCRETE N•pA. TYPICAL STREET SECTION POND NO.1 OUTLET DETAIL C4.6 SCALE: NTS C4.6 SCALE:NTS ■ AS-BUILT ova3/05 #03541(AB) i� A. •a � -♦ CHAANNDLEER Na 9518ES r \\\ \OJebB \\\ P�°�e°�� ,�xp �� o ��`° ro o ♦ o +I v�l r / 9�1s Sheet 23 of 25 \ y1 h s zs�N \\\ `\\ \\s /f• ;j ♦ss oho !`�. °��°�S /' CD Q I-A \ \ �s � _ .� B �( "� S .O sr p'tb�"'•(yr /' a� a s J o4o��s3/os `\ \\ �'L/ ♦ 1� N Jr0 ♦ 'I+�DtiS°`' �'da°s �' rp` rs �G' uj� � Z� En \ \ s••, s �, Q � % r m OO+y Q PLAN VIEW U U SCALE: 1'=50' w a O QaP� HIGH POINT LEV= 4792.30 1� HIGH POINT TA = 1+95.34 LOW POINT ELEV= 4791.21 PVI ELEV 4792.50 1+75 LOW POINT STA = 4+15.24 0r 1°jO^��00P Z Q4,y, PVI STA = 4+36.25 'S a G P kh A.D. -1.93 PVI ELEV= 4791.01 x1 J O '° K = 51.91 SLOUGH CREEK DRIVE A.D. — 1.s7 4805 4. 0PP� _100. 0' --- - _. \ ♦` .4, r^01. q ° 1 .00' 9x % ex O x � 4800 \`O. N a 1.75 c+i PRI OSED 4795 A \ w }0 0 111.36. w - AIDE 0 ---- ---_ -- EXISTNG 4790 x T�yr�sT S 1L� �O 9 Ox px r, ,'4, ( M 4785 � tic SSA �O A gs ra r, A� � hey 4780 w �L r alI O c "w U tAo X DATUM EL,EV w a 4775.00 .. f0 b O�aD N M� MN NO �N OM nN bo m O� O �� M NM bN nM O�j 170 < GD, N^ O t0(O Gp� N pn, O� °f O+r O ON On (V NN M MW Y Nj� Vj N N N b tD n n t0 OOl p OOf OOi a O� O� O� T O� O�p� m Q) �O� m m.6 O� O� n^ n nn n nn ^n ^n wn ^n nn ^n IN aY aY aY < aw a a a aY aY aw ala as a a� + aY v a„ o� a a� a as a vw a ar a 8 0+00 0+50 1+00 1+50 2+00 2+50 3+00 5+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+ Drawing Date: 07/11/0; 3 , CENTERLINE ROAD PLAN AND PROFILE C4.2 SCALE: (1"=50'-O" HORIZONTAL) (f=5'-U' VERTICAL) �q J NOTE: TOP BACK OF CURB ELEVATION IS 0.19' BELOW CENTERLINE. A B 4■7 m 'i FINISHED GRADE IS SHOWN AT ALL STATIONS UNLESS NOTED OTHERWISE. AS—BUMT Ov23iO5 #r)3fi41(n31 MARK A. CHANDLER No. 951BES ¢ EI o I NSPA CATS IS 1\ I I/nhi N Sheet 24 of 25 TALE ITCH SAS '�4'i I \ it II s tl - I illvli r A \� C0)I1`1S L H 9 I m co : \\ N ; o IV) All I(n k\NE. TCH BASIN _ �-LOUGH C' -- OB'BO 0 �-------- ------------- - ---------- \ % �,t S- 1- mvmL L Ioo o ;;% Z� co 1 \�1 h. ^ N C Z NEW Ms+g�jWER (rC._-� +9 =Id 3 —IILL Ar --7t II� 11t W �` I I. _ _______ _ ______� ; wool, -^ � �------- i I w E. r I r�I -ti.` �`� • I YDD I FJ, --- --- J ---- - _- ---- w w 0. W r RESORT DRIVE PLAN VIEW v� a" ---- -- - SCALE: 1`=50' PL N VIEW � W Fj SCA ,`=50' 0 a x �F�vT0/�� f^HOC}' O�ryO F�'1 x96 �,vLP�ZQOry 9 0o p??°y �GJ�S�9'�b1pry 1°'S 2?°'S k°jOjb,PO04tml p.1 ♦ 0 0 0y `L bb1b^�Lr °ryO OP 0 ZQOryy y�J�'�b�G�•�O'O`Vyry �P�14, v�,y'l�'�y r��F� CSC �2^01 �GpO,y°0ryP'�o yx �y G �,1' 'l0G�i'�P .,�0 .�GQ0Py . �i�O P•L �7° 0,b� 10�'F0p*00'L '�� \ F k o � G b0 6 '1�k0 6 0 �i• O 7'� 2 0 P�b GJ�yPG•. 1 J,� G.�10 y °. QF.gb°j.. �'`b��?�,� P ��P ry9 ^ bxb QJ'p 1cQ 0'y� � 0y x C��9 6'h�'S c). ah o v �ryyry o e rya b o10cp? ory ° eP a Qo t ° x �.�° �g °e°'ePa P k b 1 O L 4 9yb ??o• 44 LF 15" SDR-35 PVC Qpry 1°Oy OP9 ob R1�Z Oyu E' 3\�yb Z+ O�v 0y,�4b�Or ryy 7 v b1 Ory J at 'L ? 1 •l0' STORM SEWER O 0.77% 4 0�J�yb1�y0 Ly xry0�3FYGP y�°y y y�tg QQ ��y x� Y vGP Oy ry ,�bn ry x° �'y4yGPy�o° p Gee,�yoetiv�p b,� t1� °�G�O�ypery�7 '� x G�4' 0 P?�o, G y b� 2F?yry q Q- P •5 �R4,,yy'L p 'S,�'S c)[��'S 4795 4 LF STOR 15 SEWS R-35 OEv O b1g6'0PO'ry� O 0 83% `�ry9� °4y tt�� y Jg"b~�'��y O M•�y 58.5 LF 15' SDR-35 PVC -y'��1 J� G•try 4 w STORM SEWER O 0.62% 4790 2 4 LF 5" SD -35 VC 4795 NEW 8.04 MAIN-- NEW B'WATER MAIN v 11��F��JJJj -- STORM SEWER 0 1. °/. F.L.=6.04 F.L.=89.37 A LF 18 U 122 LF 15 SDR 35 NEW tY P 6yy ss MAIN CULVERT O .50 SDR-35 PV®0.50� STOR SE 1S DR-3 P ST RM WER 0 0.61 ^9p0P O,� EW a- MAI R F.L.-a7.ta rrl 4785 yo 4790 --- 675 L 1BWERR 1 OS C ? F 9 NEW 88SSa MAIN O xIF P%f STORM°9 ST M SEWER 1.59 NEW 8'WATER AIN F.L. woo y b� 25 LF 18' SDR-3 PVC 9 LF 18' R-3 PVCF.L.=a.sa EW 8'WATER IIAIN ��yry STORM SEWER O .50% STOR A SE R O O.50X 4780 4785 O a NEW a'SS MAIN 53. 5 LF 5' -35 PVC F.L-as.3 S ORM EWER O 0.6 % ELEV NEW 6 WATER MAIN-O 4780 F.L.=4.10 00 L.= 95 rn n m o, a In n 00 1 h nIA mN _:rG om m GO rn tV tV I 1 m nnnnnnnhn nmN Y „ a ♦ a + a a s a w w � � a � a ♦ � � < � a a ♦ � n DATUA!ELEV O+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 4775.00 g O Oi m �- - mn O In Nn OR1 A V 10 ♦n mn On n 0 ° a G O N N ° of 0 °Nn' °.0mm r STORM SEWER m1 PLAN AND PROFILE a a <nn a a C4.8 SCALE: (1"=5 '-0' HORIZONTAL) (1"=5'-O" VERTICAL) Drawing Date: 07�11�05 0 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+00 o r,1STORM SEWER ■1 PLAN AND PROFILE C4.6 SCALEI (1'=50'-0' HORIZONTAL) (1'=5'-0' VERTICAL) AB4.8 AS—BUMT "s Ov23i05 0 i MARK A. CHANDL>t A' + I I I ■ _ cyl W N ` �( 'r CI SIEQ' ��•O I CA ---- Sh t 25 of 25 COkZ ' n Oh f f 0 D V, �(f�` 1�2 1�� A Cy7 g3g `c i s/zs/a in in X-ING SIGNS 1,1 ; \.�`\ m TCH�AASIN INSTALL NEW ��' $S 9 F�-a� "•-i y_ 1901/23/. ZO' '0M0 sil1 j� ll-6 Sl0 'o M0 �Ol w e , V � I �W. �` I ili iii Ili I ?J3d ild t _ 'PISM3 I a N N bi III '�` f ■ - _ - _9'1 iii OB LO+ 4�i L� .Jbid EA w� _ T -- ---------- - -----'- ---------------�f;_._ d s m lei ■ ■ ■ -- -- - - -- w � 4n W Z a 8 N XA � I � ■ ■ 1 z W N W N5 + 67 ■ ■ N 1 d ■ n + ------- - - - --_ -� s'�t ->1 =- _ ass ■ I 8 ■ -- � _ 1 . , a' ss ■ , ■ ■ 3/4 W 13 r PLAN VIEW w PLAN VIEW c PLAN VIEW tT1 SCALE: 1'=50' SCALE: 1"=50' SCALE: 1'=50' � w C/] a •COO�,Q`epPy.. 00�'P� �Q- d\,r0�ryhrygy oF�h° 50h k119 00,yap o Jmi•��•CO'`7y 0,0°0�a�� 9 0 4800 QI cf. OX G0'l�eA 0 1,P`a' ` �°• o qt ash 27.5 IF 15" SDR 35 PVC p4y ��yQ GOi w1 p p ? °^ �G�OP�Yp.1y oF. h p �9 0010 0X 90 ?P^� 1.p STO SEWER 4 0 0.55R o h ,119 00 tio' �O�' Cp O1 ��Qhryam► Xroh��t�.;`Pt�100ti pX 4�FyGP 5`c05 �!� 1J k19 GJ�i•IY1;W 1'101i '1•Xry O 9k R`pP`'e, t0�'Q0l5�p0`L Oy'1 •lOQ"Op Pam, �ar2y'L9m ON sl'S bh m►1p1q, O`L0 ��ciQ•�q yE" �T� °�v ?�?yya* X�o. �—PtSC°° 4800 ti Q�A. yy , tPmk Oy%� 1�1 .^Aw ry-y1 DAUM V 00 4 0 LF 15" SDR-3 P 479 -- --- O�y m o o `/ T'0RM-SC R O 60 LF 16 SDR- 5 PV 160 18" SDR- 5 PV a STORM SEWER 0.42 65 F 18" SCI 135 PVC W 4795 STORM 51.WLR 26 LF 15" SD -35 VC O 0.85R N 56.5 LF 15" SDR-3 PVC 260 LF 15 SOR 35 PVC 0+00 � O S ORM SEWER O 0.2 R ST M SEWER 0.25 4800 s 10RM SEWER O 0 25R 4790 •^ - NEW 8�55 MAIN NEW 8'WATER MA 4 F.L.-90.32 24 L 15" SDR-25 PVC F.L.-90.25 STO M SEWER O .55R a 4790 - NEW B WATER MAIN NEW B'WA MAI F.L-�' STORM SEWER ■5 PLAN AND PROFILE NEW B'WATER F.L._ .45 F.L�91.41 NEW 8 WATER MAIN EL=90.5fi NE e"55 MAIN DATUM ELEV C4.9 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) F. 4785.00 NE e'SS MAIN Ml m O N u� rl: 2 DATUM ELEV F.L.�9.7 to vi ui vi to v 0 e 0 Id .o n 0 m m Im m 01 0 4785.000 nl o n o n DATUM ELEV 4790.00 1; 1, � n P. 1, 0a ub n r� r �i z$Z i�i a m m rn m m rn _ ' � � � n n n n 0+00 0+50 1+00 1+50 2+00 2+50 llo * e � � °r ♦ a < a a a � w 0 01 0 ODI o+oo 0+50 1+00 1+50 z+oo z+so 3+00 3+50 a+oo 4+50 STORM SEWER ■4 PLAN AND PROFILE a! 0 g 1 STORM SEWER ■3 PLAN AND PROFILE C4.9 SCALE: (1"=50'-(" HORIZONTAL) (1"=5'-0" VERTICAL) C4.9 SCALE: (1"=50'-O" HORIZONTAL) (1"= -0" VERTICAL) Drawling Date: 07�11�05 STORM SEWER «6 PLAN AND PROFILE q C4.9 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) A B 4. j AS-BUII T OL23/O5 #03541(A.B) r i�