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HomeMy WebLinkAboutFlanders Creek Subdivision I LEGEND o v' ` �, v o„� y� � � M. O I ARSSON' II �j ---SS- PROPOSED SANITARY SEWER MAIN 86 raA z x H ti o o (, \ 11\ q�2-is ® PROPOSED SANITARY SEWER MANHOLE PROPOSED SPOT ELEVATION uT PROPOSED DRAINAGE DIRECTION w m32 > z o n G Sheet 1 of DRAINAGE (D-RECTION OF DOWNHILL FLOW) 3.1 I W- PROPOSED WATER MAIN a �' - - - - - - _' r - sa, L'n.,6Ff .LBT ers - - - - - - - - �9 - - - - cn -#T +'ROPOSEO �1RE HYDRANT _ 8 JV'-� .i a uaaxaouc.ian,ni�a8 8�'L�C.�Z - _ o _ aoonu,ouo��rn n,i �- LL C m T a ocw,ouo�&'um 8 8 8 8 e 8 U�.nrvoc zlu A rove 1 T w c �4 PROPOSED WATER VALVE a PROPOSED STOP AND/OR _ N STREET NAME SIGN F _ _ - -~ t _ _ _ _ - O?��Domv.n�. c � ■■� PHASE LINE PROPERTY LINE t IIIeY :2, - ¢' r _ a, _ - � W N C Q aVl SYMBOL III IIOp1W �,s 6 J - 'P t jI 2� 0 SWALE I 9, m s� mW EXISTING SANITARY SEWER MAIN EXISTING SANITARY SEWER MANHOLE �. CXISTING WATER MAIN V�© � _ I _ _� �u2m L3 ,$ L lo�RS � EXISTING FIRE HYDRANT o CkSTING WATER VALVE I. PROPOSED STORM SEWER MANHOLL �13 LN To, PROPOSED STORM SEWER MAIN 1 it L f 1 jH vow G� ,•�! IN\ I\ 3w- --,+---�P-ti. -, !li .Ty. _s :-� -.I. �€' �.� I vc-eF•.1 1� 11i \ o� o� I - II I " t �32 ilk c TRADITION S� - N t I I S�T� - ■Ll il, (NOT PART H PROJECT) Q rl)N - 'losoy Z 33 VHd co a), F-0 O■ ':r I W koji oscqj1�1 I -_ ■ 1 - FBI �c a - _I� r��iQM nSDu GENERAL NOTES AL_ CONSTRUCTION SHALL CONFORM To THE ACCOMPANYING PLANS, MPwss STF, OVERALL PLAN AND GRADING/DRAINAGE PLAN DRAWING LIST w I:ITION, MARCH 2O03 AND THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS 5TH SCALE: 1"=100' I :T:ON MARCH 2O04. AB1.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN A84.0 - ROAD AND STORM SEWER PLAN & PROFILE (COTTONWOOD ROAD) N.) CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL vlCl\I -, L c, A82.0 - SANITARY SEWER MAIN PLAN & PROFILE (COTTONWOOD ROAD) A84.1 - ROAD AND STORM SEWER PLAN & PROFILE (COTTONWOOD ROAD) BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE _ AB2.1 - SANITARY SEWER MAIN PIAN & PROFILE (COTTONWOOD ROAD) A94.2 - ROAD AND STORM SEWER PLAN & PROFILE (TW'N LAKES AVE. 1 AND 2) CITY Ol B07EMAN ENGINEERING DEPARTMENT. l8 I - A132.2 - SANITARY SEWER MAIN PAN & PROFILE (TWIN LAKES AVE. 2) A34.3 - ROAD AND STORM SEWER PLAN & PROFILE (TWIN LAKES AVE. 2) s PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE �r = I �'? A132.3 SANITARY SEWER MAIN PAN & PROFILE (FLANDERS CREEK AVE.) A94.4 - ROAD AND STORM SEWER PLAN & PROFILE (FLANDERS CREEK AVE) ENGINEER, WORKING DRAW^NGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT - �I _ ��//�� AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE AE+2.4 - SANITARY SEWER MAIN PLAN & PROFILE (FLANDERS CREEK AVE.) A84.5 - ROAD AND STORM SEWER PLAN & PROFILE (FLANDERS CREEK AVE) y1 WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY l�[,1 I AB25 - SANITARY SEWER MAIN PLAN & PROFILE (SHERWOOD WAY/FLANDERS WAY) AB4.6 - ROAD AND STORM SEWER PLAN & PROFILE (GLENWOOD DRIVE) THE ENGINEER. ° - of - -- A62.6 - SANITARY SEWER MAIN PLAN & PROFILE (OAK STREET) AB4.7 - ROAD AND STORM SEWER PLAN & PROF_E (ANNIE STREET) Dmsw+-a1 .4 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE J I ' A83.D - WATER MAIN PLAN & PROFILE (COTTONWOOD ROAD) AB4.8 - ROAD AND STORM SEWER PLAN & PROFILE (SHERWOOD WAY/,IONI STRF.E-) BEGINNING OF CONSTRUCTION. SITE I n AB3.1 - WATER MAIN PLAN & PROFILE (COTTONWOOD ROAD) AB4.9 - ROAD AND STORM SEWER PLAN & PROFILE (FLANDERS WAY/DURSTON ROAD) 11 CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE C'.TY OF BOZEMAN ENGINEERING "� I AB3.2 - WATER MAIN PLAN & PROFILE (TWIN IAKES AVE. 1 AND 2) A84.10 - ROAD AND STORM SEWER PLAN & PROFILE (OAK STREET) 11; WATER DEPARTMENTS 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. A83.3 - 'WATER MAIN PLAN & PROFILE (TWIN LAKES AVE. 1 AND 2) AB4.11 - STORM SEWER AND DETENTION PONDS PLAN & PROFILE (S. OF OAK STREET) Drawing Date: 09109108 I I AB3.4 - WATER MAIN PLAN & PROFILE (FLANDERS CREEK AVE) AB5,0 - DETAILS 9 +F 1 OR TYPE 2 TRENCI-I EXCAVATION MAY BE USED Al THE DISCRETION OF THE CONTRACTOR. - _ - 6 AB3.5 - WATER MAIN PLAN & PROFILE (FLANDERS CREEK AVE) A85.1 - DETAILS BENCH HACKFILL SHALL BE TYPE A. PIPE BEDDING SHALL BE TYPE 1. o / AB3.6 - WATER MAIN PLAN & PROFILE (GLENWOOD DRIVE) HLNCHMARK: SIRE HYDRANT N 1128 LOCATED AT COTTONWOOD ROAD AND OURSTON ROAD -- A83-7 - WATER MAIN PLAN & PROFILE (ANNIE STREET) LLFVATION = 475_89 "STAMPED FLANGE BOLT", CILY OF BOZEMAN DATUM us"' I A93.8 - WATER MAIN PLAN & PROFILE (SHERWOOD WAY/FLANDERS WAY) A B 1. I ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. I A83.9 - WATER MAIN PLAN & PROFILE (OAK STREET) R1 DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. 1 ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF ROZEMAN'S WATER SUPPLY NOT 70 SCALE RECORD DR)JINGT SHALL BE OPERATED 9Y CITY OF BOZEMAN PERSONNEL ONLY. 09/09/08 1 CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITIES AT CONNECTION POINTS. >C5169 1 N 1 -i- t�� VJu.�uV�/ uv.VV UV.V1f/ 45.t5 - QF 60.00 l. f0 Al �! I I 51 �� �;� n0.00 6 .OU 0.00 Ncoo O HJnL� M. y - 5 0 0 ,60.00 45.18 No. 8 O o,O rn O - is co r r oo v _ v P T O 60(- 411 ODJ p�--� W `r CT rO-=o t L 0 6 L ���o O -I a v - O t -iNO NC L7,0$/ U r , !V O O00 lSheet 2 0 32 j9 A - - r .w - n -P � C3� cstOp c� O Iv O .n O -0o - f/ 6 6 0 o o. r o 0 0 w � o o f o'.TO.( xl.li i -60 0 1 0 0 0 o z • - £ r*v 0 0 550G '60 0 2 4 3 1 3 ' 4,10 I �J .�1 - __ fu W W E- • 0 P Kl G NO PARKING PARK • 1 NO W n> w A •ND PARKING •Np PARKING rn ----rU - --- c----- v N X X NG- x- NOZ 1PAR •NO P�IRKI ED a P I • --- • / o K! NG• 0 ---- -=----------- 00 r --------- --- 15 U O 8� e• ti• y .,0�0 �" e°ems p�•o, pyaa°F�e,ya k961°?��°6�0 x���'y" 1`'y�a°ryy� g 0- kx,,lxHu u x A k,1'h �p Hk®a1'S1` ♦`7'x r1,x�1���~•y'1^ + U COTTONWOOD ROAD I r --- FINISHED GR4DE 4750 ----1__EXISiIN GRApE _ _ -1.61z V1 --- _ -1 MIC& - ICI FL=4741. 3 3 p•C SS® S -35 -- ---- -----9.5% - --__ -.50% 1.2 Y. ----- -0.87X ---- _ -1.721< -� --- F`I 287 PVC SS 0.85%SDR-35 -_-- - _--- 229.54 LF 8" SDR-35 O ff AFL=4 38.96 33PVC SSLF Vl rC W SEWER SERVICES [SS TATION( EVATION)] 18" MIN. LT RT ' 4+8 .8(4741.89 5+3 .8 4741.26 5+8 .8 4740.64 W 6+3 .8 4740.01 T WATER AIN CROSSI G -47140.- 7+3 .8 4738.76 7+9 .8 4738.04 9+1 .8 4737.02)) 9+6 .8�4736.60) 4'L1 _ - _ -_-...._.. ... _ 10+1 .8 4736.17 + 4735�2 - 11+1 .8 4735.30) 11+ .8 4734.99) 12+ .8 4734.61 13+ .1 4733.44 3 2 1 +733.05 _ - -- -EL�VATIONS NOTED ARE AT END C�F 47 SEWER SERVICE LINEcli- - ^� .oa m pmp m m rn• �p 0 - _ n .- w1 Drawing Dat¢: 09/09/08 r;+uo 1+00 2+DO 3+00 4+00 5+00 - 6+00 1,00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 ,SANITARY SEWER MAIN PLAN AND PROFILE__ Rg,CpgD DRAWING A B 2 O A82.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 09�09�m I F o —m Cl- I N O cn o c� 7D - v � '"D 9 Ur I n r �� `"r I . O r- - '�o �i c r" I c.n � o o �Z _� - �} M. t� I III fT1 J AR 00 l n-I I�� I ? o p II J- �' i. .- = r C.r o t7 I� r N0. 7 = �I.o tro R z CO o ? orr or: c> t D �w +z �I �kpL o I FO,Lyy�, CC: U �-q _ m r_ \ \ O 0 II N4 3 I 3 13 jl, I I O y< m; Sheet 3 of 32 r5 �I 45. m i _ - - 2 0.55 0Z . . o C �,2 --__ if — __. off , *NO X X 0 PARING X�_-X Na aearyG. _ ` - - — .. _ m00 tl: -HJBi{RKKING--- cn LfFI D o pig 26 1 .38 =-__ _-__ -- _ --- __$ * - m � - - ---- ----- FuruRE corTolvwoo� ___ _ ___ ___- a o S m N IT PART OF THIS CONTRA.T) 9 --- - -____---� L I I r g am " 181°04'49 =_- --- - --- _ --_ - � �< g, o 0 0 I. 1' [S01 ° 4 49 W] r 43 z 0 U �g 4Q' 1H 1g Q C p��y z p� pip ,q b O ^�1 tibX`V 1 < b7 p 1ryry�a4b,5�ry�o ,6�ob?i1ti�ry '.9�L"��}k^'�1,�p U COTTONWOOD ROAD F� --� - 4750 - - 1-1 4740 --- --_.j- ---- 332. 7 LF g" so _ - ---- _EXISTING GRADE Ss 311.76 L 8" SDR-35 4730 4" SEY ER SERVICE B" WATER AIN CROSS I G [STATIO (ELEVATION) FL=4726.71 -- LT R --- _ _ O 1 17.p 0 _ 1 52. 6 1 87. 1 15 22. 615 92. 716 27. 3i6 62. 1 16 97.1(4730. 9) 17 32.1 4729. 7 1 67.142 . 5 V1 18 02.1 4721GI 3 8 1 37.1(4729.Q1) 18 78.1(4728. 9 -ELEVATIONS 110TED AREA ENO OF 4" SEWER SERVICE LINE .Pnn M aT n rrOnn I - oM O N O N O� M rO�O M n� M n ✓1 m ^ N NI < a v v � v < e < a ,- •, a � a < Y a a �� Drawing Date: 09/09/08 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 - 24+00 25+00- - 26+00 SANITARY SEWER MAIN PLAN AND PROFILE ���� DRAWiiVG ���� AB2.1 SCALE: (1"-50'-0' HORIZONTAL) (1'=5'-0' VERTICAL) 09/09/08 .. / t Y u - 4 v;c� I G HJALMA�RS ONI J Z Z 8� A I I - CA No.Ry��Cfi 9v� j I I I I I I I I I I I N i !. Of' •S Ar('I iAFD I I I I I I I I I I I I I 00 91 ND;AR'i7ADE In slnNoAK Sheet 4 of 82 E END FAR'',ICADE STANDARD ,Tn CNe NO 0981 2 '_ END BARRIC E ' 'T 810-2 0 I+ A [ - m -- - - T c m '2I J L" _ l C O L I _ _ _ ► D m 00 1 1 ! o ` 9DO -, F_ -, r c CD O O C' _ w L O' OI OI O �I Cv OI n C O r r II r" m '� J OJ COI CG �i z CTI Di CD Di _ DI !� �'1i � _ N, f,.� CAI i� jam., -p I -' m � F wT'z III - o o� �L K �� I III III i' 7 I N i W ,0 ti, h yh ry^���'hp�h �qo�h hb?',�9,� x�' b y1 x'tl'b1�'L 0. x0 yy�hti:yy 6 x0 a. 6 0,.,fib p "� p �y h e yb�'L y 6 a a1 by p x0 a�`l•�N p a x� ���' ��`ry b Q�ay�9 b•� 1/y�yayab,�^,p�'� .\'S 6xy�bb1^,�1 TWIN LAKES AVENUE (2) 4740 - --- - -- N - ----- z 1.49X GRADE - I - O------ Mai ----- a -1.07X 2 5.39 LF 8" - PVC SS ® S 4%35 -2.OJX -------- /,,- o o 95P C SS®"0 7;35 DI WATER MAIN - - \ L=4731.41 TYPICAL W TER SERVICE CROSSING - �52 -- - - - ^ __ 4"I T7ER SER ICES 4 SEWER SE ICES ' SEWERS VICES 18' Ihl. SS ® 1 35 --- N1SH GRADE 1� T�ITION(ELEVA ON s AT10�ELEVA ON TAIlQ 1 __- --- -- - - .97% LT RT 4720 0+96.8(4732.38) 3+�0.2L'54. 4772999)29.74) --- RT _ 6+03.1`4727.80) (- Z� - Er' 472 WATER CROSSING --- ---- ^ -----r----r_lw"f LL 6"x4'x230" 1+25.3(4732.11) +7 .8(4729.50) 6+26.2(4727,62) F RIGID FOAM 1+48.3(4731.89) 3+98.8( 729.38) 6+ 0.3(4727.22� 18" MIN. I ULATION. 3 2.60 LF 8" �5DR-35 1+61 0(4731.55) +0 .1(4729.13) 6+52.4 4727.42) PVC SS ® t).56% [7] 1+71.4(4731.67) 4+21.9( 729.20) I ?" Mlrl. 1+91 1(4731.27) +2 .6(4728.94) '� -1+87..G(4a31.43 - -- -__-- 1 2+1 's(a73t.oz) +s .1(4728.72) 2+25.0(4 31.15) 4+75.4( 728.79) 8" WATER CROSSING 10" WATER CROSSIId 2+4 .1(4730.77) +8 .6(4728.51) FL 4717.31 FL=4714.93 � E 0. 2+50.5(4 30.93) 5+01.0( 728.59) u,:7nu e ry 2+7 .6(4730.52) +0 .1(4728.31) 1�0 � 2 F336 R� - --- 2+96.7 4 30.50 fZ�,2+9 .7(478 5+4 728.21} +3 .fi(4728.10) ao 3+ 30. 2 43+ 729.)3+22.2(4 30.3 +6 .1(4727.90) ( 7 7.6( 728.00) �.,. +8 .6(4727.69) ~ r^ 0+00 1+00 2+00 3+00 4+00 5+DO -6+00 9+00 10+00 11+00 12+00 13+00 14+DO VJ SANITARY SEWER MAIN PLAN AND PROFILE A82.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) Drawing Date: 09109108 RECORD DRAWING ■ 09/09/08 #05189 i AMC r- _ & Sheet 5 of 32 t` ♦) lz`�blt=y 7r I • _ _ • NO m m I vo r � �f � J 1 (�D CD r C ga ` OU _ CS7 Pv �C+rJ LO CG f W Ll f�J :r,-rJ D CID Di Q �gge _ 00 0 0 -- o -- / - O o r Ix �\ •\` W e a yy yy W gQ`(`�Q�QP,\k 1° •S�tp�?r y,1 ro����p'1 4 ft��.yiv � FLANDERS CREEK AVENUE FLANI 1.96 r--- - -- -1.47z = VJ N 34s. p ---- -- ------- - ---------- ----- fSHF GRAD PV SS 8.. SD 35 - --- - E Its" hflN- ® 6 I ___ 309.13 L �I _ 4740 - ---�--- o S' + r /� PVC x SDR_ -'- -- -- - i - ---- _ r�r 1-34 87 WATER CROSSING 4" SEWER SERVICES W FL=474 .25 [STATION( ATION)] _ --- _----__- - __ ___ 1-•1 — -- C DR- LT RT S ® 1.67x 5 _99. 0+75.5 47 81 'i'', u o 45 p 8- 15 STORM SE ER CROSSING 1+25.5(47412.18) `` TYPICAL WATER SERVIC CROSSING PVC S ® 1.62 3 FL 4733.84 O 1+75.5((474,'1.55)) - -- -- 331.12VC SS a C r^ 2+25.5 4740.92 VC 0 Vl 4730 +75. -2 0 3+25.5 47 .66 r6" MiN. 3+85.5 473�.73 T _ i 5+05.5 47, .12� ) 5+55.5 473!6.45) 6+05.5 47 .78 +58.1 0 WATER C OSSING 7+ . 47��4 10) — 7+61.4 473 .12) L=4727.63 8+21.5 47 .06) j W GCa 472 +EL ATIONS NO ED ARE AT ND ---- F $ SEWER SERVICE LIN DATUM ELEV 471500 m - - rn cv rn '^ V n � C'I n n n V 1 a a a s e a a w ♦ � al Y v r 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 Drawing Date: 09109108 �1-�SANITARY SEWER MAIN PLAN AND PROFILE A82.3 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL) RD DRAWING 09/09/08 AB2.3 I iH40. III � r- I—' �; I— f- r' l-- -- I—' �- - I - v O o N o c r 1 r 1 1 O I O' O; CD O,J C� O J i _ r m No. I�I � � I I "00 �r-D c, � (_n 6 r-1 ` Ql T> C3i C [S7 m � Sheet 6 of 32 6NO CD - _ C y I m NO PA !N • • 4' U N FF A I m + O O O: O O; O OI O C—, c- -J W :D OJ O O I,.; N i -j 4 J seas DI CO D I 00 ' I 16 i o - (3a I q / �IV V w C/] 1�^9 6.� �0�• � yh y� yy P � O ODD. pie. �A.0y a08-�,p1a A-+ o• D' 1 x oti0 41- �y4 Q�Ha H '�oH aryry� ` O h�1",��0 '•0 x9 k�Q- l' ry^ A '�•k7� 4 F\. Q'�, y ���,�oba1 y�P b*`a1R'�9 01 QD�' Q4,a�ry1•�, FLANDERS CREEK AVENUE 4" SEWER SERVICES 4750 [STATION(ELEVATION)] LT RT 9+30.8(4731.13) 9+39.9(4730.87) 9+62.3(4730.98) 9+74.9(4730.70) - - 9+86.3(4730.87) 10+09.9(4730.54) O 10+17.8(4730.72) 47 10+44.9(4730.37) 4740 I� 10+51.8 — 10+79.9�4740.0.42)42) I 10+82.7(4730.20) 11+02.3(4730.32) 11+14.9(4730.03) ----- --- -- - 11+28.9(4730.19) .6X 11+49.9(4729.87) -- 11+58.0 4730.05 ('rrll 5 15 STORMS ER CROSSIN --------_ --- 1.48X 11+84.9�4729.93 11+88.0(4729.69) 99.45 F ---- 12+08.5(4729.54) PVC S O 1S.62;e FL 4733.84 +19 29 1 ------- FIN HED GRADE_ 33 VC S 8" 47% - 730 ' VC SS ® 47X _ , - ---- -_ - � - -- 4 12+35.1(4729.17)12 9(47 6 4730 — —_— - ---- —- � — -- ---------- N 1 ,2+54.9(4728.68) 313 - A EtH" MIN P 12+64.2(4728.77) C 8` SDR- 12+90.7 4728.41) o o o O .3r 12+93.9(4728.14) o 13+14.7(4728.08) - -_ - PVC 13+24s(4727.72) WATER C OSSING SS O 0.72 13+41.24 13+59.94 -4727.63 3-1 Mir< 13+75.3(4727.24)13+94.9(4726.77) MIN, 4720 1 +ze847649) � ������O4 ( 2 W((yiii w pQ - - ---- - - - 14+30.8(4726.24) 4720- 14+69.8(4725.93) _ S" ATER CROSSING 14+73.0(4725.66) FL=4721.53 8L 47119R04ROSSING *ELEVATIONS NOTED ARE AT END 1,41 UL ELBV OF 4" SEWER SERVICE LINE - 1"I,00 yN� _ ♦ rrrr�� � N o m p< m o •? LM b 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+DO 16+00 17+00 18+00 1 SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date: 09109108 A82A SCALE: (1"=50'-0' HORIZONTAL) (1'=5'-O" VERTICAL) RECORD DRAWING 09/09/08 AB2.4 #05189 ullul LAStMENI COMMON ACCESS& - UTILITY EASE�ENT ��- n: /� r�1 n � �" � � ER M. \C�H LOT V i > _ / LOT fl - NJALMARS \, 40. p _ I'hQ �rc 30' UTILITYL51 ',ZO 00 '`m`3o' / EASEMENT 4 -05,00 Q0, xl,� N ` - Sheet 7 0 32 PD6 TREET R-z6o.00 L i I ami D uTILITY EA - I -- - 0_e _ • - T[2pM Ll SSWALK — —— - m E Lff TEtc,I,. M ai L.... _-, I LE � - ,9 a �,_ LL � - F Dm • (i� � 6B Ll)T 1A LOT 16B LOT-\JA --- -- m�m � - �, � ---- - - -- --- - - - - - --- ------ _ �_ - LOT 1 B------- 0 1 B g OT - - gg � LOT 1 B - --- _-__ LOT 15B 01 ?/+, 8 .- ------------------- —_-_.----_ ASEMENT a89 1 30' CC & � � � uTlu 1 a a g9 � o L .T 1D IC j L )T � (_J ',A --- LOT 5a Lo ?B - I II LO I III II II I 'IT , �w 33 �x 5 w NN 3s 0505 oW mw N V O VJ cn w yea y.�a ao yea yy�a a° yy�k LL 4 ti yy yy 0 -3 o h`•'� yy °°' `' y. ao °. y, ° h '� g as°? y �a a°�M 0 1. 1 Q' h 0 a C�'�P�4�?`4, rLh•a°..� ?� Oy 11100 k ry'`16y�4, r0h'yhk0 `�® %�hy og'kh a �• 'a4, bry 9 a 61 ry '� 0 ti q h'10y J1 O 1 'h 1 y J1 °+ �y'� • `V1 J`L x`o•0h>+h ryh•° x`L k b x1 xfQ'1•y Hk IS) a0 1 tix x 1y �y.•`° ?° x0 xc�1`I'�°j'1 a x� °'°`� °".�1, x°j x 1`1'O J`'1 OHO�HkHw'+�'Ly' y�� ��1ryryk61 0j,��H°iaHb1'Lryg001 1�•,h,� 1'l,ry*0,� �a,p P a H Q',,gg H k1 46 H a1'L'h' � °�`a1 M�•° H 1�4��1 tit '�° �y 11K O �2 34 1'1°O� -� QF' 1�L 1 1� x1' O O ICI H SHERWOOD WAY 4730— IF ANDERS W Y W A Fl ISHED GRADE _0. 0.5- FlNISHD GRADE O.SOX V1 ----^1.40X 1.43X - -- ----- SH90E---- ------ EXI NG GRADE-- ------- -- ------ ----- --- ---------- -------- -------- ---- ----- -- T� 4730 - --'--- - `-- - ----- VL W 15875 LF e S R-35 .409. 14 PVC LF 8" SDR-35 153.25 L 8" SDR-35 CSSa1. 4% PVC SS ® 0.407 PVC S a 0.57% 18" Mint. IK' MIN - _ '-Tpy� FIL - 727.21 4720 - F IS - 1 18 MIN '! 18" MIN 144.28 LF a SDR- 5 1A" MIN 154.38 C S ® 0.49% �/� �l 1 MI I PVC S a 0.40% �2 `OBI 2" W TER C OS ING 1!•�•1r/y L-47 4.23 4720-- ---8' WATER CROSSING- ---- 8" WATER CROSSING W FL=4723.22 `8" ATER CROSSING ( _ "�471&09 IN FL=a719.04 E W TER CROSSING FL 4722.48 __F 4717 3CR0 SING -F-4718.09 FL=4 21.62 DATUA4 ELEI' 4t71,9 00 - -- ---- -- - - — - 4710.00 N N M n N 1i Np •O I� O m a a d d d w f < 00 6+00 7+00 8+00 7+00 8+00 9+00 1G+00 11+00 12+00 13+00 SANITARY SEWER MAIN PLAN AND PROFILE r2 SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date: 09109108 A82.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB2.5 SCALE: (1"=50'-0' HORIZONTAL) (1"=5'-0" VERTICAL) RECORD DRAWING 09/ AB2.5 j'OF189 i I CITY STANDARD DEAD END BARRICADE C08 STD DWG NO,09810-2 � ER 'I AR - POWER R POWER -------_-- POWER -_____ °__°°_ ________ _ _____________ ________ ________________ ----- --� POLE11-T H P F _-�- - — ---- Sheet 8 -—--—-- - --- 14- _Dp_" NO PARKKING •NO PARKING R!G TURN* of 32 -est Oak ,� treet ---- — -- — - _ _ ---- - - -- - - - m -� � A cn I-0- _+—�..�« 5 .. 14=n 00 C m m a mIgg INSTA!l-SEWER-i - - - o - 0 0 o c m a -SOT_ ---- - - - -- - _+ �I _ 1- - r_I -- t I t - - =1 I t •t � -- PROPOSED �f� s = _ - _$- -= - _= = 2 rn a Rl`�TIt1G � R�Ft(� � ��- I �'a-_ - - s ,� II 15' WIDE STORM -- PROPOSED WIDE PUBLIC STREET INSTALL So LF OF 15" - - - - - - - - - - - �� II SEWER EASEMENT �.e-� t W g aO 6 u 13-1�T1LL�Y-Er1.7LhhEN- 12 LF 0 1a" °,G 35 6.5LF OF 15" SDR01% `' m III III --` i, INSTALL POND OUTLL� PVC ® .50% PVC 6.01% 5 00 PROPOSED 3 ' WIDE 4 5 LF OF 8' C �I �� / UTILITY ASEMENT DETENTI-T�� S P FL = s.o rno _ 10, HTINC W VOLUME=10,000 1 1 MENT TOP = 4720.5 i Bs €BOP = 4 719.00 5' S, n F�� � � LOT 4 aas uTILrY 72,033 Sq Ft �SEMENT 1.6537 Acresa o"— W W �4 In v� P�° �V•<1 3 yp �O`'P\tp1��y y�?°�O�1P,�d•�Q yc� G�. y%�,�?J,CO� CT bh G�•�F O .5.'Q�F���7'�°°0 °^r a�%'�,�0 r/� x�`y G°a SSG° ° x,�0.6!L•yC.`,�,� x0 O,\�aA.�,,��`T' �,a'��x1�,�ryh^,y° V l 4�-� 1�p�0 �F c^°QF'`2i rybx a�°,a OAK STREET 0.6414 - - - — - -- - Q� -p,gt FINISHED GRADE 1% 1�x FINISHED GRAD ___ x � ____EXISTING GRADE T _-___ __________ __-______ _________ _________ _____ ________ ---- ------------- ------- -------------------- -------------------- -_ __.. ---___-___ -_. --- -- - ___ I ALL G'x4'x24' _ _-- OF RIGID FOAM _ _ = SDR-35 INS LATION. -- _ PVC SS 0, 0.40% 30 PVC SS p 40%35 � Q '' L=47 8.32 y1 fTy F�8" SDR-35 \_8" WAI ER CROSSING ,® 0.40% FL=47 5.10 8" WATER CROSSING U 5' WATER CROS INr FL=1712.33 ��►iJi N URECON INSULATED PIE 26 FEET. ' SDR 35 C I� 4T05.00 cli a a a v ��-._-_- w < v � n N e - -- < ♦ c� < � a a a � v v v a a � 25+50 26+00 26+50 1+DO 2+00 3+00 4+00 5+00 6+00 7+00 6+00 - - 9+00 10+00 11+00 12+00 13+DO �-; SANITARY SEWER MAIN PLAN AND PROFILE AB2.6 SCALE: (I"=50'-O" HORIZONTAL) 0"=5-0" VERTICAL) Drawing Date: 09109108 RECORD DRAWING 09/09/08 AB2■ #05189 i F— r��, , Ir r1Au Hew T,r IRFEI 0 I � ,-1 � I --1 � j � � � �a � M. I �I ENCHMA K; �» _ P11, iorJ i ENC k1t61 K: U� C J " OO�L'l HALM 67 j. U oFAWII'<r�/�un r„'s,u-I TOP 0f ARROW LT=474 .10 FEE TOP B LT=474 .23 FEE ��� (CITY 0 BOZ A DATUM)' j (CITY 0 BOZEMA TUM �� a i • / L 0 £ • ! NAL I Sheet 9 of 32 .�� -— - — � g m o -- • 0 PA I C ro •NO PARKING w NO PARKING• + KING 0 PARKING £l p1 m -VIP' - --- u - - _ P7�iK1N X 3f X�NO.3°AR N • • O a a • G` _ A EMI - - - = - __ - - _' _ _ __ F :11A OARP - NC8__ `� � X X PARK! P�IRKING 0 FUTURE COTT4NWOOLI -- - g _ -g - ----_ -- _t-- UF-CUnURwoOG-- _ --- ----- - - a' Y ___ ---_:- - 1-1J T-PART OF THIS CUNTFA,--•� ---- - nrmti:[ "w, - - _..-`- -- ---- N ( Fhb fw J )9:�Ir� (,Ti P.) _- m d _ - - 00 b l;J6B�fi m -- - — --9EfZ " [S01° 4 U m ` zp ra C 00 1'z tit Bgg� Ok�plEAp\Q,OWG• 4\0 1'�,� GR p O�PW 5t0� yd�o�� °c,'F ,�i °i RNst�e�5�o�S� �Np oE� k\,,1e•p�*�vs'O� e�°°� ed y' �,o• � O,� O¢" pEW \, p 66' R SS U� ♦S h° c�2 4`�� 0 h kyg ED\� t O�P�-O p2 pE� \N5S MPW tNk o' O jay �, Ofy<L G N' Np \ pEa WaN,5 �`66 \NS 5 55° �5�\ypW\N P�p�266p' LS OWJE 02660 Ja�O� 4 �JG G� ."y50� Z "� Q lz v a \d5pW55 ,j5}5, �,� 4°pPP' gk39' f,0�0•°W E\W���uG`' k��p1\V 15 tt•�FeiG000'�• o�',�, O� �°" ,E"k'fik'9�0�'� M pN 49 �OPW \!15\P U.- \\�'rf Sf PEW f,fOW \S\y�pW Z6 E Wp\PE SW C p-5' c 0 5 c$3 b COTTONWOOD ROAD \t' 6 �������oo���c p 166 �y � � �' " +O ° 0 x4R ,F.O F N�OWpNt206°{9� �,,�`L ~`L�Op'\�1P`. �Q ,'hx•�R�'c,°0 x .`�(s O rarO° o DE -1.SSX' \NStg Wp 'S,® A i, \ZPN°PO`� \,\� � 0x ------ �` JQ 0° VJ 4750 - _ fLOW 0� = 1�I g E -1.61X O L 4746,53 ----- - '--- .50X g -------- --- --- FL 4746.50 ---'-----i-- ___ -0.87X 4740 -- 948E -- - - - ---------- 72X W o ° p�1 ------ Ir�1 PIPE DEF ECTION ° I --- - 0 c Ve FL=4738. 7 o ° o FL-4738.E 0 ° 0 3/4- WATE R SERVICES TYPICAL SEWER SE CE CROSSINGo ° o 0 0 ° LT RT L=4738.78 PIPES DEFLECTION F 4734.19 0 0 1T—]I yyy 4+68.8 FL- 737.34 _ 4730 �cnDw — 5+73.8 FL= 738.27 6+23.8 6+7 .8 - --- FL= 729.59 �N+1 7+23.8 7+78.8 8,98.8 9+53.8 FL=4 29.85 10+03.8 10+53.8 1 1+03.8 11+53.8 4720 + 13+35.5 13+75.6 - V1 1384 LF fold CL 54 DIP WATER MAIN W/ P LYWRAP COTTOND ROAD: TA: 0+15.84 TO STA: 1 +00 m V qg g� ry t+ - Y ,d a v1 K o n a m�♦.1 q q I 9 a r1 o,oe Dra"ng Date: 09109108 0+00 -- -1+00 -- 2+00 3+DD 4+00 5+00 6+00 7+00 8+00 �9+00 10+00 11+00 12+0014+09- n WATER MAIN PLAN AND PROFILE RECORD CDR WING A B 3,O AB3.0 SCALE: (1"=50'-0' HORIZONTAL} (1"=5'-O" VERTICAL) #05189 ! N SS 1 �J Az m �E EN AR!§S J1 x O+z p TO ARR[EMAN�TD=ATU W B47 5.�� EEC z BENC MARK: BENCHMAaCYBO ) ;' TOP OF ARROW BOLT=4730.18 FEET TOP OF A ROW BOLT 4728. 4 (FEET • \, ."'(CIT OF BOZEMAN DATUM) (CITY OF OZEMAN D TUM N 2' ! Nm a TT \\ • • o�(r Sheet 10 of 32 T T T T T ?I �Tt T T Tf I -- • 1 os+ m -PRRKINe- _ - i zo Ol C Nm 0 El - Q _ oa • -ONO lNC .� - t s- P /NG ppq� N� �t --X X—�X X—rn ""x- �i X----ia-X Nn PIRKfJ�(' .� �( • A�QFG _ - 00 — mw S w X-.38 - ---- Dowd eErarFR D�cDrroN 26 FIJTU�EL,OTT IWUUD(N T PART OF rHIS CONTRACT'I c181°04 49 _-------- -------------------------------[SO 1 ° 4'4 9" W� I���I - - ------------------------- - - ------- ---- =__ ---- - �m i o m .� _ �P�� O�OG•k- � O 0 41 /�JP�01VG r� FTC�j _ •lGF'FT"p Q�{O° �G.J��°- O�SOPS Op'�. FFi-i CF^.FQQ�.� 7 O 1`1• 2 P 0 `L 0 'L O Q O h�i x0'S• '%� �l�4r G° r O• ."`��,QY'° k h1 y ,Lry GOO �' � �ti, pP`� •9�0 S ��^h0 Jae°� Q-J�' ,2`" '._ `1�•O E �y0.y.®q°^,`J0 �JG'a6 J��" ,O J°Q v/ 4yt�W P a 1-.''°y 0� �`i' .�`'Vy'°/ xP� �' ° `'�2'•`p�F. �. `o '00•� �Q�` ��'p�01>, COTTONWOOD ROAD PP ��tib ,h°°P oti •�o°oP¢°ti�yo� P '� `��y°o'S O�•,�.� e�° �"�. ��JV �y�4�° li�.�tr�'O�Q 0\'i O��Ory6 4F�4i�"� {OOry O� ° Gy-/ 3/4' W ER SERVICE a'`�Q�1°' .,iyy�P�\ Pov 0 PQO�r��Jr1.o0�0�0• vkf4��Pa �J�' �P��,ry66° ��,b /. O S'LT RT o°' �O• 1 Q-O O k�. � �� o O °• �, Py 6 A 'S h• 4. G 14+10.16 ti• 0 ,�. GPQO ,. ,`(' P 2 O°O O� R1� +�0 6�6.00 ��° G'E' l.V i .6.� QFF '`��ryy�4,L a• +�i'�P p�y4750 804115+1 0 5+50 .yjam�0J�•�O M,p v GL Oy.gyp��C FQ/d�G0Z•o`•C�O"tQ'.P J e°�'Ob6O`aO�0°�GO1� pFO�- 0�O O+ry115+85 4 eJ0 A 16+20 16+90. ry�aQQ9- 6�h ��yy O• ♦ti y`�G Q 17+25. 17+60. 17+95. [^� 4740 1.72% - ---- __ 18 P� FINISHED GR�gp f 4730 - --— ----- - o ° o ---- � o a -0.50 t ( 1 CROSSING -- o ° 18" MI p h+l FL= 729.59 0 0 6' SEWER 0 o FL-4726.79 U� FL=47!29.85 in TYPICAL 3EWER SERVI E CROSSINJ �-4724.13 PIPE DEFLECTI( i 4720 -- —...._ -4/Z A4 - FL-4724.4 PIPE DE17LECTION FL=4718.59 FL=471 .65 PIE DEFLECTIO FL=4718.59 ----- - — L=47? - - 4)18,86 1206 LF OF 12" CL 5R DIP WATER.MAIN W/ POLYWRAP FL=4719,851 FL=A 718.91 C07ONVIOOD ROAD: STA: 14+00 TO STA: 26+05.82 /Ill - < oog mqI� rnaq ryryp r�appq ``� n.yy'�� _ o v,m oa Nip'{ vim ao g�g rn�gg ` .c�Q1 oleo iC is n!� n DravAn Date: 09109108 + e �r aI� ♦.' v.e a♦ e♦ ♦ .'� ar �� a�v .. yr e� �♦ a� 7 �cv �� +'� e♦ a• ^a�< 9 foo 1 +00 15+00 16+00 - -- 17+00 18+00 19+00 21+00 22+D0 23+00- 24+00 25+00 26+00 WATER MAIN PLAN AND PROFILE RECORD DRAWING A B 3■1 AB3.1 SCALE: (1"=5 5'0'-0" HORIZONTAL) (1"= -0" VERTICAL) 09/09/0� #05189 i a v a-1 ��i"v♦ - - - - - - �I'VUFiF'LC7CtJJ = q'm r �?9 n � u. --- _ �- k _ FFI (n V7 '� ALMpApR No. INSTALL NEW STOP/C.")RTRE I 1ITY 14DARD Sheet 11 of 32 __151GN(IYP.)AS PER STD DRAWING NU 0 810-1 1 , 00 9 NO BAR AOE � DWG �. 0561�1-' � I I I I I I - / U rr;1AND Q C m m o TwwtCD e _ - �� 00 E I 1 I I I I 1 Jilli JillCD I m � 0)�t ---1 Gpl Lpl Lp --I I -'I -'I --'I I W �a b u li�� r_, vl CO ➢I DI of O I IVI rQ C-11 C J n � _ I I I DI I D CC) ru ➢ CCI y I , I I p _ 1 ➢ 00 0. 0. gF4'ry660 aF. �s��" i O h� OJ Q9° 60 yy 4JG�o • i [� Q�hQ-�O'��°��^ yy vJG�°O O�raO" b�ox,Cj,OQp c� QQ�p�o0'�� O�R'�GP���aQ`�pch00`O 3/ WATER SERVICES 3/47 WATER SERVICES 3/4" WATER SERVICES .� O��QQ'p�p 4p h oQpO 0�pap yyd �4��OP LT RT - LT RT LT RT U 0+90.4 2+67.2 4+41.0 1+07.2 2+90.2 4+50.0 K' O1+411.9 3+15.8 2+92.2 4+69.0 4+76.2 ru �` Gp J�' y�'' i Q� J`' 1+54.5 3+17.8 4+94.6 w yh 4p GP Q� x�° QO G G O P z •C2' P 4 6 {2, 1+65.0 3+41.8 5+02.7 1�i0oi'C 'G \�h� �OQF' ,2, �y Q4'i �' ryb 1+84.7 3+43.8 5+17.6 px0 a4'G \40��' � ��� Q?�cPh ��066p 090 JGh o.° ,y / 1+90.5 3+69.3 5+29.2 Q-Q O O \�, {�° 0 Ory 0• J O 2+11.2 3+71.3 5+43.2 r/1 G py�O °j• Jh� o' 06 GQ'?G J�2p 2+18.5 Q V J 2+37.7 3+92.4 5+55.7 n �O y 10� f$' Q- �� o �CZ' p 0� 2+44.1 4+15.5 3+96.7 5+71.2 5+82.2 $ Zj ° w01,�`YO 2 EiO' ,jO�P ♦ 3� O O�°'ty, 4+23.2 5+96.7 2+64. O ♦ JY��OO hx L�P'G°0 1?1 Iri, TWIN LAKES AVENUE (2) P"'I �QF4' FINI ED CRgDE -f.49% TWIN LAKES AVENUE (1) -- -------- Exisr ---- ----- --- ---- -1.7 o 4750 ---1---- f1 L= ---- 4730' --° - ----- Z J `-- _--- ----- f'�% PIPE DEFLECTIO ° c o F 4730.85 ° ° Z PIPE D FLECTION /hV+yll o FL=473 .41 \ W L=4 44.48 '--TYPI AL SEWER ERVICE CRO SING PIPE DEFLECTION - --4740- -- -----PIPE-D 1'CT10N--- ------_--- 4720 --- - -- L=474 .55 F=4741.32 L=474 1.58 L=1739.95 L=4741.82 12 LF OF 8" CL 51 DIP WATER MAIN W/ POLYWR P 547 LF OF 8" C 51 DIP WA ER MAIN W/ POLYWRAP Vl P RKVIEW AVER(2): STA: 0 53.41 TO STA: 6+00 GPI fUM E'LAY _-____ -. .__ DATUM ELEf' -- •17.90 JO 4710-Op -- n o ♦ CC? n�d�''+ aR aV v a r� 7� - e �v a� v Y p• aI f: Drawing Date: 09/09/08 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+0(1 3+00 4+00 5+00 6+00 (_T WATER MAIN PLAN AND PROFILE n WATER MAIN PLAN AND PROFILE RECORD DRAWING A B3,2 o9i09io� A83.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A83.2 SCALE (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) #05189 r-io �\ o I ii qw URP �� bn: � �0 �aER M O m BENCHMARK: 1 . II sheet 12 of 32 TO 0�, ARROW 80LT=472 4 LTll" D (CITY F BOZEMAN ATUM0 BARRICADE3 0WG N0. 0981[-1 E ilt0�LIRF:G=fE OY gTANOARD m - eTD Dwc N,�!isetn-2 + fN�BARRIGAOE Cry - o �e smllDwc Na 09810-z n C �umi O _ L r—I � I I i o � Nga r� L oll� w ae I D Wo��� e U JL� �Py N h�°P03p hh��°�o �� � �66°/ � � ►�4 z p,0 O y` x%�•y1�1�� �c,p'L�O 5�O�'o. 0��' `' � �d- 5pQ- h a.��O �. GQ_4�0 + 96h9y�o ,5 a7,�Q"c°m °v 0 .��� Q� p`•'^'0 5� �ry� -P�� 5`•°c��``°' ,���0 0 oao��pry60o�°' TWIN LAKES AVENUE (2) .eye y5°GP�` h����ytPoey �ryx6p0 ph +y�P`' by c °��oo. 4740 --— _ 31e WATE Z SERVICES I0A'�05� F 4,�Q� Q O� Q ,�'Sk.�P�Y�Q x°0•;�yO, �G�02� Vl LT RT 6+09.9 6+19.8 by a�pQT-� 06 ry•g. Pa O 6+46.04730 n0 o TYPICA SEWER SERMCE CROSSI SIG lIsil ----____ HE GRADE 0.97X C) SING LPIPE DEFL TION '—EX'X QRAQF 4720 FL=4723 14 --- -- ---- "z Z U FL-4 23.81 �o SEWER CROSSING �l PIP DEFLECTIO 18" MI . =4717.26 W FL=4717.3 0 _FL 785.2 OF 8" CL 1 DIP WATE MAIN W/ OLYWRAP FL=4714.93 PIPE EFLECTION PARK IEW AVE (2): STA: 6+00 TO STA 13 85.2 L=4714.99 (10-inch) DATUM EIZV L FL-4717,115 L=4715. ^p vh f !♦ �I♦ O♦ e� ♦ f♦ < N r v 100 6+00 7+00 8+00 9+00 10+00 11I cn +00 12+00 13+00 14+00 WATER MAIN PLAN AND PROFILE A83.3 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) Drawing Date: 09/09/08 �/ G AB3.3 "o i 2 - o BENCHMAR O O j �I O O� C7� �A ON I�CHM RK: h \ TOP OF A ROW B LT=47A�15 -fN . (}P OF RROW BO T= 46.8 FEET (CITY OF OZEMAN DATUM^ 6 csl LH � (CITY OF BOZEMAN DAT c� � D I L I TI Sheet 13 of 32 ol cm�E c E mm a ` D m° r- I- r r- T - O 0 1 O r-, j m O O O O O Q /I i C, OI CD OI m �m � -I I m Q % DI a) DI Wok 00 11 L Q -------------- �a :)CK,- 5A. U f� OO" Oy<,Iro OF,t-1°�'h•® gbh C 4- /Oz•�p�'TKO FQ' V OSyp,° �7 ,yz°j,�p`��E O 66 J[�F.� 0�° `1- Q � � 5 1F.pry , r`'.y $ep �p e`• y�- 9�y`p�,�0. Ozry9 ,4000 �p.° �Q FLANDERS CREEK AVENUE b• � y �� a ----A66X - ---- --. . .. --------, - - W Az L FL=4740. 1 ° c PIPE DEFLECTION --- FL=4739.88 FL-474 .20 3/4" WAlER SERVICES FL=47 6.86 LT FL=4736.80 0 5 STORM SEWER CROSSIN ° FL=4733.7 8" SEWERI CROSSING 1+15.5 FL=4729.79 4730 -. ---. ---._° - _--b---- I I0 2+15.5 18" AIN. 2+65.5 ;� o o a 00 0 0 ® 0 1� O 3+15.5 PPE DEFLECTI N j W C) 3+70.5 _4+90.5 __ ___ FL-4 27.52 5+95.5 FL=4727.63 6+42.i 6+85.4 PIPE iDEFLECTION 7+44.8 F=4728.64 4120 9+24.4 8+03.1 ---- -- - -- 9+28.4 945 LF OF 8' CL 51 DIP WATER MAIN W/ POLVWRAP 9+55.9 9+68.4 TWIN LAKE AVE. STA: +5.40 TO 5TA:9+50 9+79.9 DA rl'M_6LEV __._ 47I500 ----- C�i �♦ rn e! a.► n m nq �nry n�n - c��o ec°q 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 D+00 10+00 Drawing Date: 09109108 WATER MAIN PLAN AND PROFILE RECORD B3.4 SCAL DRAWING 3. AE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) ����� '�0518H I I I I I I I I I II I l I o ER M. I I I ALMAR I C, I 1 C i �'i ) I C� 0II ID OI 10I C, I I -: -> r c 1 No. � -�II_ ?�_�w• �---, U�. - I I--I �I rOOD-�I�I�IIj �-I II �II IIIIII I Y _ IIlIiI III III II1 r J IIIIIIII �_i II1 BE�_- BE ,K � � �•. ` T i4 , E �MARK RR y gp = F TOP OF A --4731.3 FEETe u n rf �OF X O"OLTr-4V. FBI 1--,);I (ClU 90 EMAN D M� ICI (CITY OF BOZE ATUM)W SxUh�e_ wgetgA 4�1'L 4`-WmCJmcwW0� f 3ua° 2z 1T T 1!1, egg r r-O 0 Q -I: -I � -I � CD sa C0 ED 4__I Pm D m CID CCI -L- 071 A 00 1l lair. A Eu0 1-7 /7 �JJPITI _pv � U � c W ,p4. �JOyO O� PIlk, \x Qr 3/4" WATER SERVICES 3/4" WATER SERVICES 0y dy0 Gogh' LT RT LT RT -1 QOQ.��Q�,Q�o�b E,� S ,py�'O 0 9 GPi mil° O4 10+03.4 12+48.4 ry �4i�G 10+11.4 10+38.4 12+622 FLANDERS CREEK AVENUE �+ 5 Gory ory 4750 -- --O-- -- - +45. ----12+84.2 10+73. 10+71.4 13+08.2 ��,y y0 JOyOryyX(�, 10+95. 13+3 .8 i'•0� g• ��,° �A- QOP 1 1+08.4 13+53. ,� O`1' a VP? eP' oe � � o � G � �11+27. 13+6 .8 � 6' �? � Q-O O O P4 "+43:4 - 13+88: _._..----............ -_-- O O y. Vl 11+51. 14+0 .3 ly ,p�p� OC1QJ ��i�' O�0,y�,•p� �'� x '00 1 1+76.4 14+23. Oh 13 •�'O�P� il� G 1 1+78. 14+2 .3 px PO GQ'O060 �0x,� Q O 12+02. 14+6 .6 ,\�5 G 5�.� g�� ory ��y�' 12+13.4 14+63. 1 Q - 4740 --- - 12+28. ER CROSSIN - FL 4733.7 58' SEWER CROSSING --- FL-4729. 9 _ Fl ISHED GRADE _4730 4730 T� O 18" IN. �STNG -- Z9 12 L4A V l W PE OEFLECTI N ° ® °° o - ° SEWER'C SSING - �L=4727.63 U PIPE DEFLECTION TYPICAL SEWER SERVI CROSSING PIPE DEFL +_ 8" SEWER CROSSING � v O F=4728.64 PIPE EFLECTION 8" MIN FL= 721.20 a.1 ;-- 4720 W FL=4721.�4 FL=472 .43 8�79 LF OF 8' CL 51 DIP,WATER MAIN W/ POLYWR P 8" EWER CROSSING TWIN LAKE AVE. STA: 9+50 TO ST: 18+28.34 1 L= 721.56 PIPE DE ECTION L= 721. 0 PIPE DEFLECTION FL 4719.04 =4719.44 lid i(A1 1,1sr - a i l'00 cq < <♦ a� e� � a., e♦ vw as w 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+DO 17+00 18+DO WATER MAIN PLAN AND PROFILE AB3.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) Drawing Date: 09109108 RECORD DRAWING 09/09/08 AB3.5 #05189 i jet i E T10 ONO VOL 00 Cu rT LOT 9 LOT T - 742.47 -- tI-� BENCHMARIill /40.47 ,� TOP OF A BOLT-4749.10 FEE � u No. NCHMAR CITY Afd BATUMj 5 0011 a P OF ARROW B LT=4752.01 FEEp �ONpL �� Wo Y OF �OZEMJ DATUM) LUT -' rT Sheet 15 of 32 c 1 o c T - nwl a, n o o - - 4 00 I I I 0) cc PARK; �I m y o o g gs O ` jj3 \ IiZ 1 ^� O o A a S 5 in S ow a cn�k°J'�G0 ty v Qr 4 3Q otibo° 0 °hi Ory S" �4' g4F'O 1 O°O a�`0000'�z �. 0 P�OO�G. Q�q 60i h� +�Oi��'1.y6a ti �� GP°ry h 9G Ory ?^. 9�����. O �°i� G,F P 'h a �o F� G� O�O a CT �i h �' � x P F 0 0 � � �i � �•�� O O 6 °�. OQ- "Y�G °00a.g OJ�J°�C G,� �T" ^• �,OIL x yV�'�� E c•160��0 O 4,G 0h P 2 �v ry ev ^' 4 5 J �? O( a Q� 6 �� �° i °5G° •C��° Tc, V1 AO• ��. h� +•.`LPG 5h z ^OCO. v P '�? P° p�0. a0•�F.\�G yo'�0 5 ry „t�4�,2° O�P1f �'� 2 J? Oh• 1, 3f �ti PJ'00 1ry'O 5 ro°+' 5�•C` o�0 �tiP v 'ZZ°Q- �02G . GP�dVG. Ox ��OQP \�Z4 00' r10• G r Orya6�00 2Q o�Q•�h a 0�0� �QE� roa6�4°��i O`L° GLENWOOD DRIVE Q�e 4750 """ --- 0.53% FINISHEO GRADE : ------- - , 0.95X O 78 E ---_-- --- ---- ---1.24 EY.1S11NG ---- - --- - -- Vl C FL-4739. r �4V 5" STORM S ER CROSS NG 8" SEWER CROSSING 1 8" EWER CROSSING 4 L-4743.93 1 IN. - FL- 741113 FL-4740.2 p 1- FL=d738.30 FL=4740.31 Y ZIll DEF CTION L=4738.92 W FL=4738. 6 j FL=4738.78 (12 INCH) - --- - - - - FL=4740.32 =4738.9fi - - - --- - - _. ---- 4 PIPE DEFLECTION LECTION FL 4738.95 674 LF OF 8" CL 51 DIP WATER MAIN W/ PO YWRAP FL=4738. (CONNECTI N TO ROSA SUBDIVISION WATER MAIN) DATUM ELEV 473000 -- _ - --�I-- a' v :ra �� �'. 00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 �..- WATER MAIN PLAN AND PROFILE Drawing Date: 09109108 AB3.6 SCALE: (1"=50'-0" HDRIZONTAL) (1"=5'-0" VERTICAL) RECORD DRAWING A B3,6 09/09/08 #05189 I OF O ER M. o" ARSSON No. a�6 LU 1 H J� NqL H p�RK: - ----- - -� �V ��T 9B LOT 8A b ARROW T=47 6 T/ I sheet 1s o� 32 CITY OF OZE_ DATU - ----W-- ----- ii n GA0 �1 9A LOT 81B x N �a� -IT 0 1 0 = � mgo UZa • W ~ " Annie Sty D ". INLET 5 NLE7 —g INLET / - m€� _._—�� / ` `\\a2.5 LF OF 1R' 1 OO1 II x s B 8 I / `RETENTION POND 1SDR-35 PVC 14 0.5G. VOLUME=18,610 CU FT �� - II II 3 x g u 4732.50 / i 11 13 LOT � 1� 11 TOP -v 47,3.00 o 1 z LOST 3� �� w 1* 0011 p O a � � 5 m � N 5 m � N U � N F" Pi.r P y 0y°1h 90 J to 0�°G ,�c pc O.� ���k- S ,�O• +�0 c�Ory a;3 41. 5' �� O� '� o J o6 02- �. O�h �� °5'ry60 �C1 a,• °P °ry 4?y y- pi O Qp4� Oi X5h -,c3 O 6p�k 060 .� 0 AP v Q- 6 J F. O y i o y- ,10 ry O E 0 �.FFOry H �. ell �5 0 pp'p`1' h• �o• 5 p 0�� ,6h OP�V. x0,�� � J°i Ja�a0 a• O�i O� �,,?•CZ'O 0 ^]pHy�y�OOQ3 ,�2�'7 16h OP'�" GAO .'�,�p•'�a°Q4°OYVp• Ox`°�JOpP3V P� xap F,0 �'pp o Gp00 arc° ,�h o Pa yF pry xe`''�°,e� e 44• b h�o 50�� [J] y6hry°y5��� '� 6x c� ANNIE STREET O 4740 ...-___--_ __ -- ------ -- R ISHED G Q \ V 1 E -OJ4X ----- IPE DEFLECT N I Er' 5 E CROSSING i FL=4 32. 1 W 8" SEW R CROSSIN 1 MIN. II N 4730 FL= 731.27 18" MIN. FL=4730.32 Fil FL=47 31.27 (PIPE DEFLECTION) FL=4729.85 (1 -INCH) (CON ECTION TO F OSA SUBDIVIION WATER FL=4�27.63 FL=4729 0 _ F=4727.63 PIE DEFLECTIO L=4728.48 689 LF OF e CL 51 DIP WATER MAIN W/ POLYWR P L=4728.67 DAMA!BLEV 4720.00 ---- -- Y a W v r a O�i <y- Y'.: , a. Y�i r� ♦d Y < a < -00 7+00 8+00 9+ 00 1[i+00 11+00 - _----12+00 13+00 Drawing Date: 09/09/O8 WATER MAIN PLAN AND PROFILE AB3.7 SCALE: (1"=50'-O' HORIZONTAL) (1'•=5'-O" VERTICAL) RECORD DRAWING A B 3.7 09/09/08 #05189 uTlurr EASErn��" i x _ � �, TOA'OF AR �OF _ ITY OF B —� LOT I /' �� o BENCHMARK: °y LOT Z LOT 1 _ w TOP OF ARROW BOLT=4728.49 FEET _ No BENCHMARK: ` (CITY �F BOZEMAN DATUM) oil TOP OF ARRO T=4733.23 FEET 1 AE- 30' UTILITY (CITY OF BOZ DATUM) EASEMENT vwo N aus- iREET I_ Sheet 17 of 32 y D UTILIn EA T 1NT XT F _- - Ic CL 19 014 m�� p E LO 11 A LOT 1 6B �',1 A ��� B CHMI � m m OT 1 EB �,A fiOP OF BOLT-47 -3 FEE m� BENCH"` _ (CITY OF BOZ M DATUM) v § y0 ZZE AN ATU F III V 0 W 11 LOT 14B J LO 15B OT 2A 1 00' UTI LO\ 30' ACC - LI SEMENT 1D - 1 - L OT 5A I_c Y 0 13 I LOT A, - _ - - LO 1 � O S 33 � m A a 0 ow w PA w aP yCJO Gy'°ry4�� e1'',1QQ TJ�QQ°Q 1 y Q` �° O�G�� P1i. �Pt4� et��Q O�OC' QQ oybrO A, p•-Oy1° ° Ja0' �? 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O �O 'l � P`O k 'S P '� i �'� y1�0 F y b � O b°' v' Q ry' �2 J h• � y� �O ?PQ'O x`L t��y1� b• �,� J� ��Q-�°.`Y y G G ��} eQ'� bb��..yry ,�.,s � 6° � �-0 �J°,y°O�G�G �.� Gp.� �. ox ,�,�G �°x��cto`s� ,�.� ,ry`�OyyP•�e- �'o�,�P�o�o' �a eQP x9 �� ,��,, Q� ,��.�o�Q- b`' ��{°Qy?°ry,�,�� �2' o Gy'tib h°tea°�two.o G e� ti Gy . �� Q 9 •c1• ry `y�� P� e y a �GQ• o r b ,cC2`OQp' O. y ��J�'Q �` �'"o`O° �i J ° �. y�P O ?QQ-0� �.yJ 60° �Q``�' `q o �4 p°iy ° �1`b`°O 1x y�P"�Q�O°y~°•C�G00 °°O`O con y �Q° �`ryb •Q 5 �yg �o o °�° P ,• o y o' , 0 1 G p yo b 4.'�Q' O .{rr O'1' h• i o y- p0' ? Pt�,�G�O J O i ry. G E�aOP' �i,OR' �'�Q- O �y`'G 9 by0 pyOe ° ��P 9x 4P` pp°ob JP1a°• 01y 4°G °G rL y4 1�i�Q�P Oy1Py� C2 5 t o. �' �O� h CP JP t0' Q �P``Q`(O QQ 0. �P�GQ-�� , a0• C+ ay p OWO'L{ v� '�' ry a`�2 0`' x,gyp"Q�p E�° 0 O� ry0' e1• OF' 'k- O b �i �i �'ve,Q b• �'y �. P�' '� t� Q• O A °y� y �' y�� �'' y py P� o ?ye ev`c Q ey o y G ro �y �• ry y P x y 0 Q- O b 4.4 Py h0 '` � p QO O ,�Q' O 0 Q` �[�' Q• �I 0 Q Q d�yFg-G Q``Q- by o y y � ,�,�°. °� ,h � y`•'°+`�P`'° yy �o��'•�' Q�, QI ,ry p,,° y FLANDERS WA Q SHERWOOD WAY a �a ��� 1.5ya7 _ -- x Q�Q ° � A b G x rW1 ��`'�Q- bb• Q, ryx �Q ,,yx o Q• 0.50% y FlNI ED G M I 4�G ��SP Py�' -1.apX 1.437GrRADE FF^+�"11 -.SOX FINISHED GRADE ��y 0' I C�Q 4730 - E1(1 -- ------ V1 8" 3EWER C OSSING- 8" SEWE CROSSING g SEW R CROSSING FL= 725.29 8 SEWER ROSSIN - �L=47 - FL=47 _ 472 1 MIN. FL=47 9.48 MIN. FL=4723.E t8' MIN. ___ 8 MIN. F=4724.84 PIPE DEFLECTION L-472 95 L=4724.60 L 717.50 FL=4719.04 N PIPE D FLECTIO PE DEFLECTI N _ 4720 --- - -- Ft=47 �2>- FL=472 .1 FL-4721.8 FL=472 .61 4717.31 FL 722.3E PIPE DEFLECTION FL 722.48 316 LF OF 8" CL 51 DI WATER MAN W/ P LYWRAIP Orr FL=4723. 9 FL=4721 FL=4 21.5E 689 LF 01 8" CL 51 IP WATER MNIN W/ PO L RAP i UATUN L:'LL:'C __ ( DATUM FZFV - - - -- 4710 00 171500 ✓fl� �f n ri M+v R: --— <I 7+00 8+00 9+00 10+00 11+00 12+00 13+00 '00 fi+00 7+00 8+00 r^ M WATER MAIN PLAN AND PROFILE n WATER MAIN PLAN AND PROFILE AB3.8 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-U' VERTICAL) A83.8 SCALE (1"=5D'-d' HORIZONTAL) (1"=5'-D" VERTICAL) Drawing Date: 11125109 RECORD DRAWING A B 3'8 nrLsio9 µos:sc i CITY STANDARD - T DEAD END BARRICADE COB ST DWG N0.09810-2 I ,UPPER M. a C1 NJALMARS NR�so �� �IIII POWER � L POWER - - ---------- -- ____-____- ---- - _-_-_-- ---- - -- -- _----- H P - t - - - - •NO PARKING RIGHT TURN* r Sheet 18 of 32 00 PARKING - --- j 0 SING - ; (D E p 1 rD + c,Nn� ul THIS �zlrnH- �\ % t I I __ + I • „ �.�.TRUVl4;-�-/yt<_' + - ----f f — — g— - — 0 ED � R1G1 -�� o- —BENCHMARK — 1 — L PR PAS - — OFARf�01fiL 23� Tcs _ �' c > pt'� ' ROW BOL -4725.41 FEET — -BENCHMtARK` — — � IPA D m 15' WIDE. STORM TO \INSTAu 5 GITi ll OF BOZEMAN_ -- --:--TOP- s s SEWER EASEMENTO' WQ@ETYPb�Lt§OET1���1T ATUM) t o ovc�u � F o ,a" sDR J� 7 E©FTY OF gOZ99AN cflAWM�R-as z LO I .T __._---- ALL POND OUTLET P ® .50� ' PVC a 6.011. 5 0 y SQ m jo, �� ��� PROPO.ED `10' WIDE - LF F 8" / C u€ �. LOT 4 --� FL 19.00 _ OI o 0 U ILL fY F A EMENT DETENT!�l�R S €I ���— VOLUME=1MroUU C!_ [01 ") 10' MH TING W �� �� TOP 4 719. 5 5 BOP 7 9.00 5' ! CK ��)T aas ° - 11 0 k/0' urll_I v IL EIASEMEN� _ P4 0 w Pp� u Oryh O.QO ,L�pGY1,O h P 0.OF G Ary1ti�CZ'��?yp�G+' phh0' �{ �'? P50 O p'` .�,y ,�yot' �• y°G O t�FQ- x0�'�y xry 4OhZ GG k 3�a°. �O. F O.y.® ,` J4. Ory ��.pR• E (r,pOQ\y ♦Q4. ?e2�-p� ���Qjp iti 49 Ory yy 8+y aOP?�`t�o�OG OG bx y�0 P 60' �/ �• ? ��i.ao b{�,yi<�0 PLO Q GPQ O (SPA x�'���� �.+.�$_ ' P¢O h{' �Gi�P PQ hC y Jy� 5�0'p p'G�pC�.O• p yg O y.� Q $ O�P�y''° pF}y�Q-?OHO O g�'O'�G°0 •CZ'S 110�0°�,�-�'y ���14 'L y \�S�paPeo�{ a F-� .y1` �r� �L P,g•0J�0 �i•Q4,V�.p P5� GP' y�.,h,O• bx \y.0�Q ?y�,?° 0.6414% _ OAK 8_TFEET Oy G - __-FIN w 4'P�Q -0.51 FINISHED G WE % --E1LO!GGRADE -- ---- --- T --4720 - - ---- - - ---- -- - -- -- -- Z m 62 I�1 ----- -��, J� FL=4718.91 FTC -FL= 718.59 711E'Ll�ErLECTION 716.74 IPE DEFLEC ION 718PIPDEFLECTIO 47 4.99 W FL=4714.91 O 4710 -FIL W F=4714.89 FL-4712.24 FL=4 716.08 PIPE DEF CTION 1382 LF OF 10" CL 51 DIP WATER MAIN / POLYWRA DATUA(6LL'i' --- J705.00 0 oq a♦ ,n ep oa4 0�- oyy ovj oaq o�- n� on ccpp mo ry+ q o� o♦ m� o1 e1 .".� <NdZ mad =d �a6 .=� 1: or N� e�'d r4 r> N vw �� <i G� <� a� <� ^<� :G ^<� ^<� ^<� <i <^G w.^� nay n<•^' �� nay ter^• Vl 0+00 1+00 2+00 3+00 4+00 5+DO 6+00 7+DO 8+00 9+00 10+00 11+00 12+00 13+00 WATER MAIN PLAN AND PROFILE Dravring Date: 09/09/08 AB3.9 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) RECORD DRAWII�TG 09 /08 A B 3.9 /09 #05189 i _ _ � � r- �E TAG — —{ O O O CD O pip t INSTALL NEW STEP/STREET J SIGN(TYP.)AS PER COB �J --' _ JALAIAR STO DRAWING'NO 09810-1 v '-� W N on oo 0 2 °° • • �� • NAL E0 T� _ 0 £ I T T 7n t } LA Sheet 19 of 32 • 0 P Kl G *NO PARKING NO PAgi RKNG• — • ro u_ - A •NO PARKING 0 PARKING NO PARKIN • •NO P�tK/N •NO PARKING - 0 £l pqq E m �� � o c -- - X- X-- g X ASPEN 1REt5 :_ -FUTURE CO ONWOOO '.8 —_ _ - _ g== _ NO PARKING __--_ = g X== _ __ DOUBLE ENTE-oF_conoNwooD= ___ __ -- _ = -- •N C CD ENO PARKING ANYTIM SIGNS g '' `- $ _ (N T PART OF T CONTRACT) PER COB STD DWG N0.09810 t TYP.) DO y /� N 9 U _=_ --- _ -- - - - __ ` L 3 a t— o D Z — c c � c � g8g� F �G�ti c i o 0 M1 rya'"a1h h0 0h �Y Q.X COTTONWOOD ROAD �a�h° ,xry° C� COTTO 1 rT1 q +W _ F ` a � z BIh -------_'EXISTING G f -1.81% /�a1a� tiary ryhry0 Q a' ho• ya �a h .yo _________ o, xy� d4i d -- - _ �__________ ___ ___ -0. - -- ---- 4740! -. --- T--------- O Q" Kr "A MY ELEV d%Y5.[70 m.u'S. mI'ry "•v["i, n Ha ^.'� - - ?I'a ^,� �'I "o °•$, m>= 4Si• ^' 'r$ m^ �^ nN vY v .: .. <1+ as <^+, a+ +� �� +� ra •v <.^r �� �v 0+00 1+00 2+00 3+DO 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 rr^^ COO RECORD DRAWING CENTERLINE ROAD PLAN AND PROFILE Z 09/09/08 A -O SCALE: (1'=50'-0" HORIZONTAL) 0`=5-0- VERTICAL) O 04'G�� Qr`J�i OtiOG h►��,a1 h 1°�^�"s O g'S G0't�. ` a�0, b p ' hx'1COG�,y'h°j�6.T�1�6d p,�p 6�ry ed`1a b1�•ry�,•Q 0O0G.'S' G• Jh 6h cjd v k pry �Q,yP%�1�'O Q(T9J 5 Jai .yry•%�hd a1'S�' �'Q•�yamG OG• Q'9,�J 5 J`' rTl 01 G. xv 0 O S x 4, b'�1 y ,�k QQ-' Sly ��' �� O° 1 Q• ��` x°��' ��'��9 Q 5 �� Ora 'Z. I 0 O ,S, 6°'• 'y a�°• �O S� \ •C O• y '� y• .y'� 0 �,O a aQ• a'� � y �' ^� Q 'C• `�-,�0 i �y e�- 'y- ,�'S •. �c. 0 �h 'l 0 G• rT� 9•� )% uN ry cj ^b py. R• O 1 6q. 6 a1 ^ ary' O' S try 0, ry- ^ p Q _1 b�WJ h1 d b a 0� a^a x �" eA `��i '�0ry Q' QV� 11`l'xry 'Y0 d O`,L� 00• a• 5 �� 0 G a. ,. a Q' G 9 ♦• d J W 1750 --- - _ X -.t.JBX AIEp a - --�9 y x h �. x I `V ti• b o O,CeG exh �)'60. 1a1. 9 d �� ry G G E0W4 � b h •,�00 �- a� O ��°p^a Sao �dvt'ryy � --------- -- -- �0G o^ ��1 d �y ep d •..y off. p� CP a10 h a19 'ry --- -__----- - - --1.08 yE ex �"6. \�. b 1 '�• b �+0 d •��pac_ `�'•14 5 hry. - -`___ 9�G xy6 4r�' 1 xrO xaa•4. �6•d �Fp 'QI` -0.5%Cu B -0.s% °j,CQ,G ,C0° h. -- --r -0.5CY 07 4740 r 1-4 t,COG •�' ,off a�� 5 a'�ary ��`°ryo I 4 O HOC, Ox�G n ,1x,, BOG h a� Drav)ing Date: 09/09/08 4730 - - - - - - - --- -3+00 -- - AB4.0 ;+Do 2+00 ,+00 5+00 - - _- 10+00 8+00 7+00 8+00 9+00 11+00 12+00 13+00 TOP OF LEFT AND RIGHT CURB PROFILE AB4.0 SCALE (1'=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 14+00#0184 I LI— , I i — - r- I— I— r- r— I- I-- ` . i I i I - �� U III ICI 171 � F (� 7 - O O I C O O G I._ m I IT Z o jll Ilj ', F - q29 �2 00 I' r ' - - o <� M. 4 I•I I D I .> I - i j� fTl I A M! CD Z i - i> n ul I JALMAR \ I f i , , - I I 1 CI'IN'��7i u � • � 02.' + • • �o� � Sheet 20 of 32 0{� 1 NJ nnr o 6 0 I D o rn�� 6 RKlNC• w •NO PA KING NO PARING , X �-X +r-X X a�. Gi-m -n�+.- - X [ umi o g g �L£Ff N g ----- G p t 263 .38 __ -____ __ = _ __ ___ _ _ : _ ---- 263 -- FUTURE COTTONWOOD --- - - - __° _ _ -_ - ,�}} (}�� (N T PART OF THIS CONTRACT) c - - - --- ---- - - I w W R L [ ryy� �u m�a w 4750 7�°' na a a B PA STA= 22+21.42 e?ry�yh� AEL _ T.0000' VC fM EIEV=4729.20 : °�•GJ`t a aye W x ,y ry 1 1.2155 4, a`� 40 q¢C^W - - Z111-11, \ IK�74.0458-0.64% n ° ------------------ FIN SHED GRADE + ry- _ Dry 4. x Q Qr EXISTI GRADE -1.72R `L°i��� 'SA -- ----- ---�--- EtEV-4734 29 `y --- - A.O.--1.073 -- - 174R K= 111.8264 ------------ �___— 120.0000' VC _ __-_--- __ O /..a l L;V d71,t_ -------- - ------ �� - -- — - - 4720 in NN N Nfp�p NN M4 N� [•iN �N n 16+ - ^< .�__- -�♦ t9+�00 a~ +1+~00 - <� 2y2+a00 <� --2D3+IY00 Y� 2<4+�00 Y "--2<5+,0f0 ♦� 2<6+p00 +00 <•f r^ 1a+oo VI CE)CENTERLINE ROAD PLAN AND PROFILE Z A84.1 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 10-4 MIA STA= n 120.0000' VC 473436 0h �, ,tib Off' A.O._ -1.0731 m J`2 0� O�h^ Q 00 G• K 111.8264 w h h � 4750 J5 ♦ 1�0G ,'S�a ,�,^rys bb�a 7rytia^.yh'�Q o G\� �� }'� Q)• O• a �'^� 0� �t MEDIAN PM,STA=22+21. W 1.2155 ��o• K=74.0458 �+ 0.0000' VC Mx a74o � N -- -- - -- a N nz %CORE l•�S`A •��hb - ---- - iX MED1aW ryax F�-b a , - 4730 47 MEDIAN x0� ,kx ,�b- p 2T" J30• e m �, --_ _ CURB v!` 0�' �'SO' CURB 1 1.42 "----F.1- - "- -- �00ox�9t =4728;18 0 .. - - ' Qy A.D.=1.2155 ' �(. -- -- 1 + 15+00 16+00 17+00 18+00�01�� GT,6y+00�6 �0 20+00 21+00-74,0458 [2§0 0000' VC 23+00 24+00 6h��aLO� 25+00 b. �. 26 Drawing Date: 09/09/08 4/Yo ---- --- --4 00 O a +00 - 4720 7 a �6• p'��•�14p h9 klb ��� bb. � • � �� 'L ryyx G4�'b�'b• a �[,, Oa TOP OF LEFT AND RIGHT CURB PROFILE RECORD DRAVVINC� �ryyx A B 4.1 � ^ A84A SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-(" VERTICAL) 09/09/0 �0 1b°jh�a rybx G�� - a,0 ,y05189 I INSTALL NEW STOP/STREET OM UYPI AS_P 34fL_ g )3 61 f COY DARD I I I STD DRAWING NO 0 810-1 ' 1 00 9 D BAR ICADE I I I I I I 9 $f DWG Q.0981 Q-2 I I 1 I I I I Al.ld AI _ -- �_ BARR _ - -- I I I I I i T q 2{ 0 2 • ,1 STANDARD �.J 0 1 !1 J T T• 1 T _- PEYS - -- -� B D -2 •_STREE7 5 - - /p�I S FC�V\ -5 ,. I NAL w - ' STOP 51 N 0 ROM CR SSWALK(fYP) 0 Sheet 21 of 32 I �\ II • Op �°j •�i�7 111 1 < 111 i i i I i CD I I I r j r l Or { J C' CD C> Oi O Oi 'D ' .5 { Jr �ri co D N ( !a c s 6x}o�`O p v a w ary�ya^ S °x 'a g$ ��° TWIN LAKES AVENUE G• ^ Q• h P. a0' ga^a0 �.x0a'L da^ ryb6'L 4740 TW_ I LAKES AVE N��� h° x 5a' y x°6'� a �' Qe,-�Av FINISHED --------T---------- .71X FI 4� iA �aeaa A°. __________ _____ - - 0�// 4750 1 -- -GRABE - -- yx - _----- i-- ------_ 1.4 Q° ° Q Ex_I_STIN r 4730 11' ` V — -- 42.57 LF 15" E .=4742.47 - - -- - PVC 0.50X ELEV.= 4740.47 DATG'N 6'LE Y _ - =48--LF--t, a ni o� ag It 4eq'i "1g ae r^ 4720 VC ® 0.50% 4 7+n aa 1I �� � < 1^ ^g am x� �n 3 a �- 0+00 - - 1+00 2+00 4+00 5+00 .) CENTERLINE ROAD PLAN AND PROFILE 1 M� h� Mlh �H nM 'e'�"N'1 ice"• r� �� n r� �1� <'p 1 III SCALE: (1"=50'-O' HORIZONTAL) (1"=5'-0" VERTICAL) < v< pl< 0+00 1+00 2+00 3+00 4+00 5+00 6+00 O FBI 3 CENTERLINE ROAD PLAN AND PROFILE a A84.2 SCALE: (1°=50'-0" HORIZONTAL) (1"=5'-(r VERTICAL) a x`1•a.�„� ,6h a^ ` �x G� ^.} 4 },'G a J4 < a J Ica o mG a6, e h�yo° �x°�`���� oe•� �t•9oh� �.c} ��a^e Gad 0� � Q TWIN LAKES AVENUE x}a ��� �6�a ti 0G hx`��• 00�a^a �° ��'�a ,6� a^ e`` ;`��0a^ i 2.39X -0,4X `ti G G - 6a��� h ^ ^ 4750 __------ X -0.77X _ °�0�,�,�b.da y�'^^h L/� a� --- ----- - --- -D. X 1 ox\aG��E' °^,6"a} '} TWIN LAKES AVENUE xh° R'� O 474D _ �G -'------4740 t o - ------ V1 a 4730 °x0 G 01 }9 Cf 10 ^�^ DATUM KLE•V IV e, 1.110 O+Op 1+00 2+00 3+00 4+00 x�^ h ^ °j -- hx G °� �• } -�� `6 v a rya. � ti0 6x x G� ryoa a^ a^ Drawing Date: 09/09/08 TOP OF LEFT AND RIGHT CURB PROFILE 2 1 x AB4.2 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) __4 oo 0+__ 1+00 2+00 DA MY ELF -- - -3+00 -- 4+00 5+00- -- 00 �0 x.1•G��-- �° AB4.2 �4�TOP OF LEFT AND RIGHT CURB PROFILE ���l1pT� T� ti�t�Tt1� AB4.2 SCALE: (1"=50'-O' HORIZONTAL) (1"=5'-O' VERTICAL) RECORD DRAWIl�TC3'3 �,05189 i M. o I I END BARRICADE a . IN0TBARRCCVE I R1'4 BARRICADE 1;' Nq !I 2 I I STD DWG N0.0981 2 YI ti I :7DWG NO 09810-2 t EN{I BARRICADE s G f f B sro!owc No.09810-2 r / % J I Sheet 22 of 32 CD pe — 1 • _O 01� ITIC g� -m / I 7�1 I'I L —;lCA q q — 0 ,- > L i c, -I--I I 1 ° g "III ' ICI . m E J U e �oGb�b�ryh w ♦bo TWIN LAKES AVENUE ♦�xytie������♦�k u 4740 �� aas� 4 [' 0 `4 fOx� QA` o� ♦b'' ♦�J' G�i1�1ry F�1 lb -1.7X ---- -------- - ♦Ox`��yb1 F� o• 4730 1 b1 6x 01 - -- _— I--- � ry' 144 _-_ �xlo Sx --- '1. 4X ` V1 FTAIISHED GRADE W 0,9 Old �--------------------- ExisTiNc 4720 ----- - _ - o � lil u DATUM ELEV `O 47/5.00 N N ♦ - tV erg �y �y •- ON � �� N _p •___-_�-' � NN a N NN N N[3 N N n N O r ^N N O� <r 00 6+00 7+00 8+00 9+00 10+00 NI 11+00 12+00 13+00 14+013 Vl CENTERLINE ROAD PLAN AND PROFILE 0 h-1 A84.3 SCALE: (1'=50'-(Y HORIZONTAL) (1"=5'-0" VERTICAL) � [n A ♦6y b� �• b6 e�G♦a JZ ♦ y 0 7�'• O \J6 O 0x�1�� 5`�yb1 ryry'^yVO TWIN LAKES AVENUE 474010/ le qb �G ^x0 4�ry,` y b ,5 y�a DLO ♦6 y b� ��' ♦�' �G� y G ♦ 1. 6' 11 1 0 rTl r ry y yx�6 ,lx`tiG 0y b1 'I' AO _ x0� � 1,ry�b♦6 b 010`' '� G``♦� �♦'y key�S ry� y�' �,�$ �♦J Jy � /�v�//�� — -0.50X 1 G�♦61 �i +�♦'�y ♦6 k^ 0 b1 FBI O ___ __ ________ 0x G� � ♦Ox G ♦O' o ry5 ♦rO y �,' �� �Tl M ___ - 156X 'CO q0 a°'�E1 ♦�`• x00`�� 6y � 04. F+i i+� 4730 - _ ____ - -- _ -♦Ox GQ.... .. _ 6 _. G O,' y 4.0'h h � --_ ,C0 ♦' y � rye,. 14♦6. b h k^.y`Y O J� h - - -- _ ~'COG Ke 6�0''f� x k7 - h��G 6xe`•�, 99ti k^'h�' � ^,yry�„C�, y �. Jy _' --------- ------_i_.2 X-- ��//�� ,COG ry y y b Q�•,5ry, �1�ry' ♦6h k1`L � 0ti Qp9 --_-- ___ -0.71X !I Vl 6x1 ��x♦0��� ♦6 b^ 1�G� 1k�`y 16h ry a O� _- J 4720 1 00 00 x,1h•��, 7+00 �G B+DO 9+00 10+00 11 00 12+00 13+00 J`' 14+00 1 G xry �♦. ♦6h k1 �l� ��J�. y k'� ♦ O'COG 0kryb y ryy?dry^try off`♦ Jh xOO•�F;1�� O�Ga� Jam' RECORD DRAWING ,yh ♦'� G� Qti• h� 09/09/08 40 ry►• �y'S off' P",•ryy. 'c0 y ry'V 4♦' Drawing Date: 09/09/08 9xa0•�� ,1� ry6• Ok' h a� ♦�O' b^ ¢C' 'S 'C0 x G ry6, y h ryb 00' E1 b�6� ♦�`b1ry `OF�y, y ``�0G ♦�0G�b��y OG �O (��:)TOP OF LEFT AND RIGHT CURB PROFILE AB4.3 SCALE: (1'=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) y051 H,_ I y v \ tD &1� I U� CT1 CSl �; \ v \ \ ~ 00 6 C� ➢ C`! C tP 2 ALAI - .� = O AR I� • Net •P£D A_USS11V ry saw Sheet 23 of 32 r — — r T G O r-, CDF— r r— rn G O O G — _ 5 m ��g p�k x°O 9,y° ^6h axh0��h1 9ul. o W N cIl 7 FLANDERS-CREEK-AVENUE_ a� °� - - 1.96Z �x 4?r X $WI STA 4+30=0+ v PVI EIEV-4744.08 tik ,aK\ --- -1.47; AD =-1.1327 50 x yp1 q. ahc�yp `�6 K 52.9719 r.,, 1 -0.68X -------- ------.-- --- ---- -- �ry W - -- FINISH p GRADE Xlbl Gy 6 _-- x0 4740 --- 0.56X W � 4730 - - - - as RAruv ESLEV 4 00 O� �� .-N �Y ^� ^♦� ^�' �m �1� ^� pOM ♦ f I[1 ap 1A O� I� bVI �N q0 b 11'i • W Om ^Y �O mi0 � Z� O0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+D0 8+D0 9+00 10+00 11- CENTERLINE ROAD PLAN AND PROFILE a A64.4 SCALE' (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) r ' A � 5 alQ F� pry y V q• h p^p PM STA=4+30 4750 ° FLANDERS CREEK AVENUE PoELEV=4744.02 A.O. 41.1327 �r - h K 52.9719 43 °� 1 �Q i` h2 O 31 1p h G 9 4740 ap• ° - ,Oh \Jy ao ti° pp° °Q' 4730 Drawing Date: 09109108 a�G hxah•F>� x9,ya�� �•�61 q0 DATU.1I E'LEV p1 4725.00 0+D0 1+00 2+00 3+00 - 4+00 5+00 _----- 6+00 7+00 8+ °1 , 9+00 10+00 -- „- A B 4■4, TOP OF LEFT AND RIGHT CURB PROFILE LEFT AND RIGHT CURB PROFILE ��` RECORD DRAWING 09/09/08 A84.4 $GALE (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) #05189 i �. JI 14n y F 7(n Ij I!I DO+6 UI Ln t= L•� P '; r� h�i - - — - , r? EllC C71 r r; C�� �I m - m � ICI f a 1 d 6 m '• r I j ryd j R M. } � I T1 li II AIRS - II • 1iNog>zrn _ ® Jljj jlj No. _ • I $' • Sheet 24 of 32 p o Io I Cj+O CD z mr C% Ca mo mmu' e- III I Ul c in V � u 01 m t •I C gN$' MA E b g � 0 Ll 4750 Q . may, F ANDERS CREEK AVENUE ggg8 R 1 01g9h O�'60 Oro\ g vG E 8 3� pp 6941111\1d 1ti ReV e� `LrO 4 �rj W g�. b � � 6, 1yx♦�p1�4.r � � 01 ( 9p gPG ro, �p�'r �p 1x 4•� �°•p^7 � 1 - \�Q��62 06��G^ x60 xryry p^ryg •�kh ry, x0 d p'� F� OO. rp1 �,p 0 •.6 GS' ag• � 0ayp O 4740 --- g0--- 4. -- x .56X 6` 0.�y0 x O Qd �F. JQOOryhA� -- - _ —-,ry� da -— - �'c��'�"56_ qP�y , r��L/y1 ----- -1.46 ,4. \�`n' U `0x 1 F. r�d p \x`Lg O��dp�,� h+�l dt X ry a�G G 4. INIE HEO GRA O a 4730 - — - - ------- -- -- - - - - ---- INISHFO G 11512.4 LF 18' SOR-35 � -- _ - PVC ® - .60%. - 154,02 �8` - F OAK STREET ® -1.17%- 5 MIN. ! 11.4 L 18" SOR-3 PVC O -0.74% 26.06 V -1.gr 9 5. CP = Of,N,EL a " < m^-•rKKv711 "�r^Yi Yrf,p+f nY',M�Ipp Ypp'"�eYEtOp7 haRY,p �YMyf�, "�•��Y�M] �'rIIHY�r� a M„�Y n'MY Yf v _ a nYOHp H<Oe�.f Y�,Yf YOi�pfVj O�rJ � Nm �m l�V N TN N1(N�y N O, NPO ND EL N Y, In -Rig Y N R OI UU B+OD 9+00 10+00 11+00 12+W 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 , ' CENTERLINE ROAD, STORM SEWER AND POND PLAN AND PROFILE a AB4.5 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) A 4750 �O FLANDERS CREEK AVENUE 4750 b p bK 01ryp U Jy - b d 6 - - -- ------- g°' E1 i ,�•.• h �y it �6• p� ,� p V G .S r 4740 0�� v -- . ,�a ,gyp d - ,�. `Lp O Jai - x - N 0 0 •.^,5 t0 90, �----- -,`L a;"� a 4740' r -'-'_ ph• ri G r • ----=119 ------ � A� X - ,px0 4� SG�. d h k1ry ^90 g�ry0, 0�G G LT 4730L)'-_____ - 4730 Vl 16 �yry°p - ----8 00 8+0 pq,• d 9+00 10+00 11+00 12+00 13+00 a0 r���r 14+00 u\ '�° 15+00 � 16+00 17+00 Qom• o �p9 8+OD J x0 (�, .�0 p, y p ,9 G %i �G tK0 G��pa• ri �" ,6. d 0�� �O Drawing Date: 09109108 O 10G,ax9G 0y k1ry00191 O��ry0ry'. 2 TOP OF LEFT AND RIGHT CURB PROFILE �0 1��1�,. �` 69• d 1 Q o p6 ri AB4.5 SCALE: (1"=50'-0" HDRIZONTAL) (1'=5'-0' VERTICAL) a6 S p p 0� ^x1°j��� ,Lry�O k1`v 0x6 �� �gx RECORD A B 4.5 �0 p�• ,� G� o9io9io� '`0G i I , i LOT 8� '"' � �\9\ JJ� ER M. 1 JIALMAR ONi�i NRE���a ` N CROSSING --' MqL - =- N 7 4 pD Sheet 25 of 32 �v O VIA 0N • • i1 'o E, i _ �u t i Y CDr sry �1 1 � 8 y IN ry ,�6�Q0 rOo''\b,SO o In i J bRR yR1R - O 9R1Rk x° �. x � l��'-- C m 1 1 � vs'ryy���fi'6q e` h w xb�• yR ry yR Qy p0 �h 0° y d c�'s `sue o c� 6 x0 r1 C• p. R6• 6h aae� 90 Q'r R1� 1x GLENWOOD DRIVE �0 4750 FM GRADE 95X -e. ------ 'u_ G QE----- q + M _____ 0 1.24X .78 --- ---------- - % ---80.000 ' VC--- S F—I O m IGH POINT =4749.80 E-I s HIGH POINT STA=9+80.68 C/] 4740 -- - w--- -_ -T'VI STA=9+ PVI ELEV= 749.94 Qld n WW A.D._-1 4742 W K=54.670 r�Q o V A-I v _ 6+00 7+00 "'� _ +e4'i v!a r� 'nm wn n!v -In �� _ �Y a� d9r <Zl � 8+00 9+00 10+00 11+00 12+00 13+00 CENTERLINE ROAD PLAN AND PROFILE Q N-I A64.6 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) � rn ,R 5�^R91 S 60 ��o. 1R0 a0' h b1R x6°Er 7� b •1 b1b '�}, +J b'' �,'�• p° l• R V1 h 1 e 5 L � R1 1y. R � y 9 G � d y �• h1 �6' b1 5 e� 1' 6y d 0 y Ory. •�� 1y9� 9� bh 1b0 9ry, y �6 b1 °1.Fvy 0x0 G4., � §1 `°x G t� o,R' d 1°xo� �'�� °jx° 1 GF• x 1 ��b T GLENWO �./ 4750 - 0.53X__R ___ _ 0. X fie--- ----crt „4,_ 0.94 _ 78 0.52% _ 1 0G O.tl 1.08% 1 N p M 0y. ------------ ---80.0000, VC `6yb1b0 GHQ J`'� 0F' �' �x � 5• d �G HIGH POINT ELEV=4749.74 5e�e�0 P' y�1�16'S O 4740 IGH POINT STA .9 �J Pi STA=9+92 ry• d y• d 1�O R1 PVI ELEV= 4749.88 ,51• b1 ^1ti b1 •', R FVa J5 A.D. _ -1.4742 q0 �ry G y6, d K=54.Z670 S0 k �. .y'S 1 Q• ° ° ry � x 1 b1 h0 R6 'h- 6 'CeG 1 10• 9, d 0� d 1{j�,y UATUN El.Z'V - Drawing Date: 09/09/08 .1730 00 6+Do �� 1�G a+oo 9+00 10+00 11+00 12+00 13+00 7+00 (ZTOP OF LEFT AND RIGHT CURB PROFILE RECORD DRAWING A84.6 SCALE: (1"=50'- '_HORIZONTAL) (1"=5'-0" VERTICAL) 09/09/08 A B 4■6 #05189 - - '- LU I O b L C-✓ - -- I _ $ LA LOT 5C� II-� LOT 9A LOT 8B ` !� ��Al IAR'l;ZoN �o N I888�gggl oFIBQ� • p VAL -to �, W INL 5 \INLET 4 $ INL3 Sheet 26 of 32 c mm 16=An LOT 14 LOT „ 5\\\.92.5 LF OF 1T + / n .i RETENTION POND +-3s PVC o 0.50 - S!ii VOLUME=18,610 CU FT iii --BOP- = 4732.50 OT 13 /LOT 2 TOPigi �h ��M} A px 9 4l, x}6��• k ��°�}9e-o� a 5�e"�•�Y��', x��• �'� � � ��yc G"4^ �`6� �1 Rai a°j'{',``m Q51 �•teG Gi�rY�' e� ry6 h ��� o�� ��� 0�6 a�}� �6,�°F� �OF' a�'� 0 •�'�• ry} �oo c� x1 ii �0_C�4a w.� a� Oaf Oo'• GJ'�}1h�°oa�Qk' �ry� �} 4740 ANNIE STREET -0.74X FINISHED GR DE T ��p�bl 0. �O e 6 HIGH P01 _a�co g__ �__ EXISTIf�G GRADE --------- ---- ------ -- O "-' 49.1i6 ----- - ----- - -- --------- - - -_ }�.. �• 105� 91 Zi�+ 6 TOP 47 . v' 249.25 L OF, 3 %w 130000 VC BOP 473 gg LF0 F C.75% 6. 7 LF OF 1 Y P C ® 0.76 4730 N - -- �'-..-b-- II _ 4 y K=72..781 DATUM ELEV 0.0000' VC— I-L•I 4725 00 - 1 - ^. �gc '4 �pg 6+00 7+00 8+00 9+00 10+00 11+1, 12+00 13+00 ''^^ Vl CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE Z AB4.7 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) /^� F� `1' 4• � 5 1• � 5 Z y E1 A "I xa 0 qx ��. a ^p �. 0 \ F+i 4)' 1k �'SO• a }0' 0G ii 6 a h '� 5 •C }. 6 } �i }• Op, aD h ox 4, x0•F, 0 a'1 `�p �} 11'>'�6 •� x00•��� }5 �} �' }O �'�' xg �` �, y rLLia rye. �0G 4740 6��6���1 0 �"6•�oGANNIE REE �a o -_ - --- I- -- - � $ I .moo• $ -0.73X -071x 0.515 OL28X- -------- -- ------0�+ --- --- --- ---- --------- --"ftlGe"MPP1°01' w --N — --- -------------- -- -----0' ---- _ --- --0:525 �xJ ---ry -6 105.291 ffl.11511�p ' VC h a �• 6 �`'^'?00h' �} 'L} Al '�' t• 0• 1• ® 1, �O �O O ry a g ry} a1 0 4730 •l0G x G �•'y 6 1}^� 4' 10x p.<"� 1, ryx 4)' 0}• g DATUM EL6'V 9 O A• a1 472,5,00 1�G px� Drawing Date: 09109108 6+00 7+00 8+00 9+00 10+00 -- 11+00 _ 12+Or0----- 13+00 - RECORD DRAWING OTOP OF LEFT AND RIGHT CURB PROFILE AB4.7 AB4.7 SCALE: (1"=50'-0" NORI20NTAL) (1"=5'-0" VERTICAL) gO512s 9 i mw o oo! L01 9 LOT 6 ALMM. ARSSON, �I PUB `TREE- �1 0. 4i I I.T D UTIUry EAR T • _� _ �� 2X III 1 2, 5 �� Y \ \\ W J L4 y l-Ul 8 LOT 7 as oo' - --- off— --'�' "'- -A — - - -� -- --- 4- - -•- I 4 � '� `-_ a �I I -�- �- STOP CURB YELLOW i30' RCRO -•-�"•J' IVCET— I} -. _ eQi —. 0' ITT • - �I SILEBE ,27 Of ,5.2 �rosrAt SIGNSA4Y+Duos ' —� o P R • 1 0 • _ mm _ --- 2 I 0- w X • L �i lA - LOT 16E� l li'._-1P. F Jz>25 I.OT 16B v -- - - --r - - -------- --- X - - -- L I )1 L� I - -- • • D 4 N I -- L( — zl ► -- -- - - ---- - - — LOT 4 L �l 1( l � a c - 1 I ! o u LU i ii t I T 1 ,I� LI o a) ol 41 a aX�y1a�'.�iyaaryll oy�6 a a a � ' �h a OBE. h6 aX pp -^ Q1 't' xrya• a a1a` 9 A �" Oh �'p 1`t1 0 Q��Ao ah°a1� .I GpO QS 1h g T^�°j� a •y, 6xL��ey�, 4.9x0q ,4O�ya �1�11 10o•a1�''1,'��x`1•��a a1g J�\Y1aa' 00j a1a'V x�OR',p„aala 11�aa1a Oak � 0 SHERWOOD WAY ��� ry6 G°��1�e �� �`` JONI STREET 4 _ 4 - T - - 57% FINISHED RARE -0. % QI Q a I G a --------- ------- ---------- ----EXIST -1.20X ___.-- F-I F� ----- -- --------- -- - I FINISHED GRA -p,5p% _ ---- -------- - ---- ---- ------ ---------- -- i - --------- ----- --- - ------- ---- --EKI TING SeBAQE ------ ------ -- - --- ------ -- —— 4740 - --- -- --— - - - - 44.0 LP OF 15" h•�4 - ® 0.509; ---- - - -� - - --- - -- - -- -- W O a 14.P V CL0 0 50% rx 473000- ,offA j, N meC � ^ ♦+ � "a �'a ++ + v+ n� +,n'++. a < <� <� a� va as ++ 4 < ------ n -- -- �n n 7+00 ---- 8+00 -.... - 9+00 10 1 -- - 11 100 12+00 ----� ---13+ - —-� - - ---- - +00 00 0+D0 1+00 2+00 3+00 4+00 '^ I IT.4It Vi"A.��. CENTERLINE ROAD PLAN AND PROFILE Vl z 1 CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE A84.8 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB4.8 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) O A F�I �\Jh G�� ♦9 O W �i..l '�(i,LJi e�kb Oy�a'I,, 0 E. o.`0G aa• y ,Sy�ry a'1• a1 Ax GLu � Ox1`G4. 00•'6 6y a1'h yry' �� q �' �ry G �' 1° o`c• V''y' '�• �6 A S �6' �` •l, ry 5' a �. ry' 10 0A• 1 k .� F>' �, � a 00j QS 5 1a 40 x1 4, a Ox F, h• 6h 7 a 1 ti ry' 1 y� 5 1 h t a 0 k• 0 QS 10G XOy FY�y° y },' �6' a1 aa, a •C0 °6• a '• x 4• 'h 1'h 6 _C h a1 'S 1 Oo � 1 6 � 6ry. �� 96•� b°' a 'S 0G 61• a 0� R .�'6+ 10r \by k1 ,,px 4. �6. a aA• a 1 ��. ox 4, �h•�V q � � 0• � W � y ry r a 0G 1G, a 00. � �ry G llX JONI S R4740 G MM ' ' 0 a ,9\JyI ---. g-y-�a-1,-�k--6-- 0.57 51% --- 0.5- 4% -0. .5176 ----- -0. -0. % U - ------ -- -------- -- --------------- __0.52% ---- -' ---- ----- --- 47 �-�-- J� �` �Oh a1� �"G\ Q-r k a9`• O af°• y �G �p4' 6 h � � ry 1 � h• 69� 0 .� \J5 ° a ,�'°. a `? �J eF" y1. 10 ��. Op X'S ry9. Pam• 'h O rw •l• 0 �© Ory a• a G J� 16• 06- yi 'y1' a �'aa. •. x kry' t� Vl 4730 y�1�ry 16 � x`��� ry9 rya O ` �1a � ,x � h•0y a1 4� O xa00��� •r � ry G \ ry' •Sk• a �e a1h Q~• 1 �\ � �G ^6h a1;?'S,�ha c�� J5 �G X6°rye. h�,y a1 I °,BOG og6 ' ` ��„�• i dry' 10 1h• a .� a1 �• r00 �1•G�' q�' Ox6 OGE' a a 8G ak'��� `">°�� ,rya ^� Fr'1h• a ,ryry' a1 d00 "� ,R.G`'i •le I x F. •y v g +j DAT//M ELEV L _1 _4730 00 0+00 1+DO 2+00 3+00 4+00 6x �. a 10G 0a'�� .�6• a1 x0a ��� 9 0G 16.E Drawing Date: 09109108 6�e° ax�G�y TOP OF LEFT AND RIGHT CURB PROFILE I/ C'L.EP 2+00 133+00 AB4.8 SCALE (1'=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 6+00 7+DO 8+00 9+00 10+00 11+00 1 2 TOP OF LEFT AND RIGHT CURB PROFILE_ A B 4.Q V AB4.8 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) RECORD DRAWII�iG g05189 i Qp CE �i ER M. 0 30' UTILITY V '^'Z'� (/1 �55� mi EASEMENT �� H ,� � 1 �i^�� iW �• c�c � - 1 �Of z y 1 00�r ���NAL _�� OSSWAL - _ __'.__ -� _ m - 1 \ z Q °Z - 0 M JJ $ - �� III OG �� lV �� Sheet 28 of 32 :CURB J L— _ o --'_ TR£Ef/STOPS 1 n I _ - - - Q m m 8 - y - - -- s T H DC&H . I D _ — mat r.o. ct�i �' u -a Box FFn q �' s' oDl .CID EF o Y x1 J W f ,,,r/ GJ 'v. 76 �O rygA QSO�' N a 1. ,�0 r Q44 aj `' 6�.JP�1ry6 �y 6, ry6 yy.�O�Q-ba °�Y OF.6 pJ �R•x O ���••°61 1°^�ba1 6x�i E)s�•y p y�2 `� '�� 2T ,9�J �`i'G� °�y� H p'S ya. W � 19py Na1'Y � � 4. ��yV ry,ti6y��� ,.5�+ a v�y6 �20 \JZ ,ryx �� 1•y, ii ^e�•ya � ti, y ccll •. � ,y1' O O 9 6 � 1 1y �. 1 0 G, 6y J I- v 1a, aa1 9x°tiP�•a'L1F,y 6x�G 4�' �6' a ,y1 1y� G�2 ,���ry '�ryOG 1°j' a O �/ ryx9 2 oa1 FLANDERS WAY- �� 6x� �v`� ag,•� ry.1yry �� a ,�G Z Q 30--- 1.4ox j43X FI IISHEo GRAD �0 6 9 A• y 0�0G��� — DURSTON ROAD ---_ - o. — ------- ------ a a (STING GRAD _----- 1 -- ---_----- --- -- x f FI (SHED T.B.0 _ �'>�STIN�1:DG�OF A`5 PHALT `� G 4750 47204740 O -- N �4) Vl z6+00------- 7+00 - 8+00 DATUM d.'6d'V (::j CENTERLINE ROAD AND STORM SEWER PLAN AND PROFILE 477500 N ^ , AB4.9 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 _ 5 W .Ev=4727.65 Qr°�J \EXIST TA 4+34.04 ING EDGE OF ASPHALT AND T.B.C. PLAN AND PROFILE = a`o GR� Jy = 4+50 =4727.96 \6. a ��'6`•' y SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-O" VERTICAL) -2.2125 p'L• y 16h a1 d° '�• `L 0 a O .4.2369 x1`ti��� 'l•, ! 'b"5 Jh h�' a1 ,,y6ry O [�] ram. 0' VC, �0G yxa1Gv 'S`d a1ry p�2� Oy. �E' �0 6ry�,� 10�'Ly Jy 1�G� 61 '- yx 4i. �.'6• � 0x G� ryry.O �• ry, c �0G y,0 a1`l' �O � a.�7• 90 1,y0• V + c1 1}, v �•6`Y 6xy � y o yx .�0 1S• a1ry x° �� `6 y FLAND RS W 4730 Y 'C 6x G �0 0.50% 0.5 _-- ------ GRAPE- --------- -- -- 0�G2 Jy h 1••7, fit, �� 2 y� 16 try �6 10 1ry1. 0�p� p� y ��GFr ,y'�•�a ?� G 6 y 1� 20 �.�a1ry x66•�� �0 y6• 65 a1� x1a�� Drawing Date: 09109108 E� RECORD DRAWING 09/09/08 5+00 6+00 7+00 6+00 A B 4•9 n TOP OF LEFT AND RIGHT CURB PROFILE AB4.9 SCALE (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) 1.h g CITY STANDARD I t4JAI T,qDEAD END BARRICADE COB STD DWG NO.09810-22)AARSSONI g oIN its - -- --P_OWER---------------- FOWEk ------------ ___-__ -____ ---- - 'oaaL E� POWER ____- -POI F �� FOLC O N _r _. B ----�- - - - -- ----- ------------ ---- --- -- --RICHT7URN• �`-" Sheet290 32 _ ----- ----- -- -- 1 ! ENO PARKING NO P "� f _--- - --- ti -- C o a MA97RlNG J.iT IN THI -tD1 11 N - - - �.� -._.- _.-._ ._._._J_._. 1_®I } ��7 - _+ _ 11 v ---11-»_74t�- _ _ - - N B� u_ _ ._ - I t I I + E - - -- - PROF�SED "BEI10N� b I _ �ENeHiAAft1E- WIDE STORM- --J TO W BOL =4725.41 FEET '- - _ _ �cR T - - D ' SEWER EASEMEIJT WM[TYt-��eljbfE116ifil ATUM) 1 -�1NvcTLL G1'GR'1�F BOZEMAN --- ® - -. -=B�Ef,IC+�M9+�1C:- - � I 'I c € c� A €1�hEP! y 12 LF 0 18` SDR 7 m I �� ffl6TY OF 1A1N d�Po�tJNtjR-35 c f �_ III III nnnnnc rn 7n• miv- INSTALL POND OUTLET PVC O 50% PVC ® 6.01% R5 n m �8 U 0) W gory ry65 Q� 6�,y� Ina. 4 lk ox'1�y�o Pyy' 180.0000, vc `1••� rT�, HIGH POINT ELEV a 4723.93 � n 9e°i �S�� ryh0 G�pP� 130.0000, VC Ri HIGH POINT STA=3+94.36 N ,yx, 1,Ohyh�`i`� �yx N PVI STA=3+62.fi2 + 6 ryry0 yp x 4y LOW POINT ELEV=4721.47 '$• + r; + Y o F LOW POINT STA=0+65.94 ++ F,' `_" ' ELLV=4724.24 .. PVI STA=0+73 A.D._-1.5710 bx6� y�� W 0 ELEV 4721.17 OAK STREET K- 114.5 0 775 0 .6414% W a -= 61, K-67.8177 WISH DADF _0,51 FINISHED G DE 0:51% 1� con --------- --------- --------- -------- ----- -------- X1NC_!; E EXISTING GR DE _ -------- ------ --------- ----- -- ---- 4720 i` •D N •6 T N O - - LOW POINT ELEV= 47ZL81 a �\ / •' lu LOW POINT STA=6+61 66 PVI STA=6+61.67= 1 79.64 -- PVI ELEV=4722.72 = 1.0171 w 70DODO, vC- =68.8242 4710 --- P4TUM E.ZEV _ -- _ 4705 OU 0 0 n o 0 0 0 0 0 0 � o� o o m rn M Y ro N N� o'iy oM Z N M) -- n' n r NN n NN NN N NN � NN < uu I� - - - ---- a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 �13+00 CENTERLINE ROAD PLAN AND PROFILE w Q 84.10 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) LOW POINT ELEV=4723.86 LOW POINT STA=6+61.67 � O PVI STA=6+61.67= 13+793+79.84 r^ HIGH pyP�Ip ELEy 347p4. A.PVI ELEV=4723.77 HIGHPVI tEV A34 6pp2.6 4.36 KD= 6&82421 �} G`O 6•d �I�o A 1 71b �0.0000, vc Q� d rye• , K 114.$7 n n '� hhh ,6ii h1 ^90 y n F�a 180.0000' VC rso -- - i N - e:S m ^< IT a d � •S Y N 1x 0 LNG a sY22 E x^lp, 0.51 0.4% W H ---- 43i+7 ------- M -'----- - x1�� _ -- -- -------k ------ ----------,`-499---- -- o,51z e�\o5 ---- - ---- py� s - ` --- --- -- -------- ----a -------- --------- ---- =- �' 4720 - 4 4 1 - • 114 lb -- 1 B .0000' VC 1• +j 'l0 x� O+OO 471b.00 1+00 2+00 3+DO 4+00 5+00 ♦ g, 6+00 +00 may. h p\J�i 8+00 9+00 10+00 11+00 12+00 13+00 y� ?� ,p h� q �•ryh Drawing Date: 09109108 �0G RECORD DRAWING B 4.1 TOP OF LEFT AND RIGHT CURB PROFILE 09/09/08 64.10 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) I MIA T CITY STANDARD I MONL , DEAD END BARRICADE STD I o COB STD DWG NO.09810-2 If/ l.�l�M. 0 JAL MARSSON _ _ - --POWER - -- Wo ----- - __________ __________________ ---- — o - ��3 ('OWFP, --------P_QWF�?---------------------------- ---------------____-°____ Sao= - - - - - -- --- - PO- H --- - - 3138 N — Sheet--- --- - ------ RIGHT TURN* ° - .-t— ------ ---- ---•N PARKIN _ 1 • 0 PARKMG e --- - -- — - 6 00 m n 8 r IL F 8 PROMSED —�+�•�TO &57OW F1KfJf S �R—' ems— �BENeHI�IARK _15 WIDE STORM - — BOL —4725.41 FEET — ---0 hf R--- SFr f� T® BEi+ICi�M�F�1C:_— — — —.lid �"e � INSTALL 01-WmDF BOZEMAN AJ�1 TOP-f3F 7Gf�R<3W 8 3L =�+�z��� I SEWER EASEMENT WQ@ET dE I�otFr ��iT ATOM 13--od orbs C 2 LF 0 18" SDRE09Y OF Z >LN d#AdW MoR-35 -i 1 L -a. I _ INSTALL POND OUTLET C O .50X / PVC O 6.01% 5 0p' & 111 III 42,069 Sq Ft F'ROPO. E 30' WIDE 5 of fr — C —�Pft U ILI Y EASEMENT FL ts.00 s o 0.9658 Acre 38,056 5 Ft DETENTI�TI ROhIOS q VOLUME=19,000 CU-Ff 10 M"1,9 w I. �� TOP = 4720.5 �W tii / BL 6 BOP = 4719.00 5' s LOT 4 c>{ 0 0t� — — 72,033 Sq Ft �r = o W — SEMENT 1.6537 Acres Lj a o � WW .j L(1� ' r A / " i; I ra, RR Juno boa rT. O� p� V]O po S b P� �k^� A _ ---- -- - ---- ---- - ----- --------- ---------- --------- -------- 4� -- -- T P OF POND - 4720.50 _ ---- ---------- --------- -------- -- ----- --------- --------� �J 47Z0 -- - - - - - - _ - - O/- ,-. BOTTOM 0 POND 4 1 BO OM OF POND = 4719.0 1� 26.2 365.05 L RCP O 0.34% F'ry RCP 0.22% Ol.. J", 4710 i rT� DATUM&XV F+y 4705 00 P a N 0+00 1+00 2+00 3+00 41(,fl 5+00 6+00 7+00 8+00 9+00 10+00 11+D0 12+DO O nCENTERLINE STORM SEWER PLAN AND PROFILE (SOUTH OF OAK STREET) B4.11 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) Vl Drawing Date: 09109108 RECORD DRAWIN B4.1 #D� I� ER M. IFCO 722 FRAME&GRATE pµ JALAIAR ON N, O" � gECI STEa� � SLOT WIDTH TO TOP OF POND=5.31" NOTE _ T L SA) SEE SHEET C1.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS EXISTING EX Sheet 31 of 32 EXISTING GRADE q�,1 oI iJ 977 C m o TYPICAL DETENTION POND DETAIL FABRICATED STEEL �30'RCP OUTLET PIPE - C ina. 1 27'HIGH xza"n/DE e INLET GRATE AB5.0 SCALE: NTS 'I < L e� TOP POND 53Y 4.46" 7 § XI STING 9"x2l" ALUMINUM to g n ELEV=4720.50 `? 1 PLATE, Y4" THICK. ATTACHm ` PLATE WITH Y2"DIAM x 4"LONG C GALVANIZED EXPANSION BOLTS. M o �& in U 0 e POND ELE $ ELEV=t719.00 FL UU OUT i tl g 6 0 3! ELEV=4718.79 eae� 9.5" 2° cme Dour. To Tws.1 rm T � - ' TOPSOI • 3"R a 5" m'P') 4"R 5A )WEIR MODIFICATION DETAIL 1.5.. ��ro''- '- POND M3 OUTLET CONTROL STRUCTURE AB5.0 SCALE: NTS ' it alu. T 1 // • •. • _ ^d e AB5.0 SCALE: NTS p, b' 46 • .4:0 0 0 0 I /W/•�� 0OO 0O OO 0G0 0O0 0 0O 000,000 O O 0r4, O00 00G00 0000000000000OOO0000 O 1--d _1ICI-LtASE C Ii1PSE� :=Lou;-D Frame and cover to be either Caird No. 52441, MCI 305 frame, COMPACTED SUBGRADE 305A cover, or IFCO 772 frame, 772-B cover, or Deeter 1025. NOIES: 1. Subgrode or baae coarse compaction Dhoti conform to section D2230(M.P.W.Space, 1996 ed.) r Covers shall have two 1 pick holes. 1 Contraction Jolnls shall be Dlacetl g1 10'fnlervala and shall have a minimum depth of 3/4 and minlmum width of 1/8' L 3 1/1'evponelan 'nl lariat hall be Placed t II P.C.e,P.T.su urb alums and of not man than 300'Intervals. The e pa_. mate,lal anal1 ezbra lhrough the full depth DI the c rE dr gutter. 4. No tuft antl gutter anon be placed without o 11-1 form Ina dk,n by the City Engineer or hie reprssentative. 6. Concrete shall be Cl...M-4a13a. NOTE: All joints between manhole sections, manhole ring & 6. Crvehetl gravel toes mall meet lne roguircmenb of Section 02216(MPW SPECS. 1996 wo.) For cure antl Atljustable rings, top section, and around sewer pipe into manhole shall be gutter replacement proiects,washed roc. ,,y be used!fir the gravel boon. 2" m 1 2" maz. watertight. Jointing material shall he"Ram-Nek" or equal IFCO/714 OVERFLOW GRATE for all joints except between sewer pipe and manhole wall. INLET CASTING NEENMI R-3067, 2 CONCRETE CURB AND GUTTER DETAIL_ DEE 51604 °" AB5.0 SCALE: NTS C.O.B. STD. DWG. NO, 02528-1 . DEFTER zH R SLOT WIDTH=1.95" 5^ 5" S/B SMOaTH ROC No , 4'-0" Illom--A C NtER0 IN OPENING O TOP POND BERM Precast reinforced concrete manhole riser ELEV=4742.47 and eccentric cone top manufactured in �( 15"OUTLET PIPE Mohole steps at accordance with ASTM designation C-478. ,,.} •. _ 16" centers +_ ^ I��' FABRICATED STEEL 1io {Ft`J,.'' 15"HIGH.24'WIDE o L 4740.47 Grout invert to springli"' A ro INLET GRATE 0l wee Pipe if gap betn �l Pipe and cnonnel is16 greater lh t/e. W IeI�fyl' BOT.POND °D ( Pre-cast channel _c,. =a �' ELEV=4740.47 nowlm. COO V 1 PROVIDE RIP RAP _ A7: O __ AT ALL PIPE OUTLETS o '^ TORSO J�9 TO DITCH Variable �F 4'-0" j _EL- N,11 1PE L J 3 174 _ Fyn IN,E1 PIPE �I } <R 7' _ C Shell-elope 1"Der I. ' ..1._ E$ toward channel.See •:/� .. .� - 40"CIA. I y �.Q channel detail. g joint (typical 1S' ��A -ti - ` 1 -_ foezipbrecost kbases see detail)) F�Qjy 48"DIA. S 4 '! •� '_ • - 4"THICK PRECAST CONCRETE A O�.'k.`•.� a.. 4 Channel = die. ai pipe �; •�. ` POND •1 OUTLET CONTROL STRUCTURE - ;is„ar v� A85.0 SCALE: NTS 1�1 O „ ;,Avrl O 0 0 0 0 0 0 0 0 0 0 C F ) Nx:k MIh_ G O O O O O U O O G O A Precast or poured-in-place base. ftl O O O O O O O O O O O C Poured-in- lace base minimum Fit �j4 bars t'-t] c-c P �' • �3'3minimum ....•.. t � �� concrete thickness below pipe is ,•.:• ..•e 'i. iK < 5'-4" die. B 'riches Precast base. m nimum w • ',UP-OASE COURSE thickness is 6 inches. All bases AS RFGUIRED ' (min.) �.�,/ reinforced as shown. �� `6 PRECwST BASE \/ /\ //.'�iC\/'�`f�\/ COMPACTED SUBGRADE MOIES Rmairua of 1. Subgrode or bona course compaction shall conform to escllon 02230(M.P.W.Span..1996 ed.) hale 2. Controcton jalnte mall be placed at 10'iMervala and shall have°minlmum depth of 3/C and minlmum width of 1/ar. Slaps l 1" per foe 3. ty2'e.ponelon Ia int Lariat shall be plocetl t Ml P.C.s,P.T.s, urb relume and at not man in..SOO'interval.. The Channel to full - e pension mote°I shall artend Mrougn lM fail depth o/the wrb and gutter. Jp*depth361 STANDARD STORM DRAIN INLET No egrater shall be placed wIthaut a final farm Inepectlon by Me City Engineer ar hie rcpmeenl°tiv<.CmmtaShallse close M-4000. NOTE: Storm drain manholes shall AB50e Crashed gmvel base Shaii meet the req,ir.mente of Section 02235(Maw SPECS,1996 ed.) For cure and ot have formed channels and theSCALE: NTS C.O.B. STD. DWG. N0. D2720-1. DEC. 2003 palter mplocemant proiects.wasnea rosy may x used for the grmel baae. Dio.of lowestpipe invert shall be 9" higher than bottom of manhole. Pipe n SPILL CURB AND GUTTER DETAIL AB5.0 SCALE: NTS Dra"ng Date: 09109108 SECTION A-A n SANITARY SEWER & STORM DRAIN MANHOLE RECORD DRAWING AB5.0 SCALE: NTS C.O.B. STD. DWG. NO.02720-3, DEC. 2003 09/09/08 AB5.0 #05189 ce R - 15 EASEMENT DMTON ROM EASEMENT NT F. \ •or LINE/ RR f 5o ROW FUTURF ROAD p, A. EASEMr_N1 ANNIE STREET FA',;M1141 LOCAL STREETS =AS-MENT - I F qj y B + LINE L,ryL 1.1r I'N= It 6,0' iB.O' S.0' 12.0' 12.0' 4.0' IJ( 3 _ �u M. O X1v4 wr t N05µW� III--- BOULEVARD IK RI LANE ARSSONI II rR+)�r1RiNe JW1coLF ` R C 3dNrs ti ) <3.5' :3 5' 7 9 5 u.:' -' I. pja L _ � I y 7 F' _ � _ �,e-❑ 7 5 ti � 1/4'/FT � 37G � \ N0. p \ - - --a----- 757= G'R " SLOPE 3R SLOPE 1 4"/FT GRPOf vAR'O 1/4'/F7 3%SLOPE 3%SLOPE 1/4'/fT A0E GR DES SIDEWALK 0 5�`- YSvP7 EXISTING 4'ASPHALT CONCRETEA tzx wz A• SIDEWALK SIDEWALK SID ALK NEW CURB AND GUTTER SURFACECOURSEL, •... S1DEW '-.` TUMINOUS ASPHALT 3' ASPHALT CONCRETE EXISTING 3 CRUSHED BASE COURSE cw 1t0uAe 5 sOLwALK ) ACE COURSE NEW CURB AND GUTTER SURFACE COURSE 3"OF 1 1/2'MINUS (1'MINUS)•� 8 L 'w 3"OF 1 1/2"MINUS 3'OF 1 1/2'MINUS CRUSHED GRAVEL BASESheet 32 01 32 GRAVEL BASE COURSE COU E OVER 24"OPF 1 1/2'MINUS fi'OF 1 1/2"MINUS UNDERL CURBS AND GUTTER EXISTING 24'SUBBASE(6"MINUS) UNDER CURB AND GUTTER 6 MINUS PIT RUNSCALP T •••••• • HED GRAVEL BASEGRAVEL BASE COURSE UNDER CURB AND GUTTER 15'OF 6'MINUS PIT RUN SUB-BASE COURSE E%ISTING WOVEN GEOTEXIILE FABRIC USE OVER 15.OF CINUS PIT RUN TENSAR GEOGRID 1100 OR 1300 IN WOVEN GEOTEXTILE FABRICACCORDANCE WITH MANUFACTURE'S OI O15 I/z' w,ft9PJ(,' •• l OACTED SUBGRADE RECOMMENDATIONS MATCH EXISTING ASPHALT CTO m ')III COMPACTED SUBGRADE WIDTH VARIES: 3'-0"TO 3'-2'Ip�; M' F THICK 1 (SEE NOTE 5 BELOW) 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC. 02528-1 `LR caxceErt SURFACE 3 1. INTEGRAL CURB AND GUTTER AS PER C.O.B. SPEC.02528-1. RESIDENTIAL DRIVEWAY APPROACH. UNDER CURB AND GUTTER D S ®; NOTES; 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. Z. SIDEWALK AS PER C.O.B. STD.DWG.02529-10 AND 02529-11. U) rn2, - a4MPs 10 9F Colm9un WTrH oErtcrAelE ��mnmol stew Ian Z 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC. 02528-1 3. FERTWZING AND SEEDING AS PER C.O.B.SPEC.02223. 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. ► ' " "RIG ' LOMPLVRIC WITH OF RESIDENTIAL DRIVEWAY APPROACH. (TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON C w o COVERING 1Nf ENiKfE WImN MID OH AI O.nK RAMPS. 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11. PROPERTY SIDE OF SIDEWALK) PROPERTY SIDE OF SIDEWALK) 10 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC.02223. 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE OI °m o; aeml- Sl mN RATE w RM1/2 WITH �qy p wT (TOPSOILING&SEEDING ON CUT&FILL AREAS ON CONDITIONS AS REQUIRED BY ENGINEER. CONDITIONS AS REQUIRED BY ENGINEER. E m_w CW W.Ill. A RATE R 1 1/z Ie../c.r. Oypak"Dol""O PROPERTY SIDE OF SIDEWALK 5. TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE 5. SAWCUT EXISTING EDGE OF PAVEMENT AND PROVIDE 4"ASPHALT SECTION C m o TIN ms.,0 cAucE TIRE MESH ) 4, GEOTE%TILE FABRIC WILL BE USED DEPENDING ON SITE CONDITIONS AS REQUIRED BY ENGINES, BETWEEN CURB AND EXISTING PAVEMENT. ALSO PROVIDE A 3'CRUSHED _ CONDITIONS AS REQUIRED BY ENGINEER. BASE COURSE SECTION 1 MINUS).A 24"SUBBASE COURSE TOP OF CURiI 5-D' -IT 5. TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE SECTION(6•MINUS)AND WOVEN 0 GEOTEXTILE FABRIC. PAHSIPGI 1D NORNa SmE+uALK I I CONDITIONS AS REQUIRED BY ENGINEER. EUNAROW. OSTNIOF VAIRS. SIDEWALK LK 5'SIDEWALK 5b' NO UP VARIES LANDING FLOW LINE SECTION H-B 55 NO 011 -s-9.5 I �. NO SCALE 2 ANNIE STREET SECTION 3 TYPICAL STREET SECTION 4 DURSTON ROAD-SECTION - a pR� AB5.1 SCALE: NTS g A85.1 SCALE: NTS A85.1 SCALE: NTS Cr 6 CON RAMPEYE S GRAVEL BASE(TYP) 7f u�wo SECTION A-A NOSCALE SECTION C-C W CONSIRUCiION NOTE5: NO SCALE I Smod..d epp4ml to r1e«colwwc6on.«Kn mm.cure R.15'.and PI,.5.5'bouhverb. I ,�1d NT OAK STREET LASLIALNI 2. Ramp M cure n W pourM IHAIoo1N. '1 LIGE 3- stomp dmin Inl•ti.hall b.cpneWcled up.l ,e ut rumps. Mlern A le�llona PKW PHd o Ip Upon Ply Eng, ePPr rE �ROPEYi,r 4100 AND 8TA,iBF90 TO 2B490) PROP:HTY Ramp«idle.am1 ew 5'mll;n ;Lr- 30 COTTONWOOD ROAD I8TA-0400 TO BTAI 5. $dwwpla cr...... .nell not--2x. - - - LINE LINE 1' 6' 75 - _ lh 14' 6D' L I _I,POAD nPEDESTRIAN RAMP GRaQ 3%SLOP-(To SOUTH) 1/4_/R 5' S 32' 16.5' 6s' S_ 9s' 5' 1 / wY , 1 4 +'/F, Q A85.1 SCALE: NTS C.O.B. STD. DWG.No. 02529-8 FEB 2004 A v LLT 3x SLOPE 'LL 3%GGTEG"ATF- ( ) NEW CURB AND GUTTER 3'ASPHALT CONCRETE PROVIDE SPILL CURB 2E3 g OPOSEO MEDAN- SIDEWALK NN�ES NEW CURB AND GUTTER PROVIDE A MINIMUM OF B" E 3"OF i 1/2'MINUS SURFACE COURSE 3'OF 1 1/2"MINUS TOPSOIL NITN 50O GRAVEL C B UNDER CURBBASE COURSE AND GUTTER 6"OF i 1/2'MINUS GRAVEL BASE COURSE 3"OF 1 1/2-MINUS PRO VDE SPILL CURB GRAVEL BASE COURSE GRAVEL BASE COURSE OVER 18"PIT RUN UNDER CURB AND GUTTER ALTERNATE DESIGN_ (5): TENSAR GEOGRID 1100 OR 1300 IN ACCORDANCE WITH MANUFACTURER'S 3"ASPHALT CONCRETE -- RECOMMENDATIONS SURFACE COURSE APPIft COMPACTED SUBGRADE 6-OF 1 1/2'MINUS 0 ESur. sFIE 1 89E BNW p� , A e c F F GRAVEL BASE COURSE OVER 18"PIT RUN m Imo 22' 3 10 I 'n 7' 21 15 1.1 M (5): TENSAR GEOGRID 1100 OR 1300 IN 24 nun 1e' n 1/2' 3 Tc I VY a t/2' m 33 n b ACCORDANCE WITH MANUFACTURE'S b Rn0 22 VY 36 114% i To 1 !• 9 1/2' S0 w 9u so UNDER CURB AND GUTTER RECOMMENDATIONS C. i w A13a a 5/e' a yc 3'a' !1/a 11 1/3' 50 3a 9a 12 NO'IE1` COMPACTED SUBGRADE vt 12 5260 31 5/16" 51 1/6* .1 I0 I 1112' 15 13/1V w Is Wi ra 1. INTEGRAL CURB AND CUTTER AS PER C.O.B.SPEC. 02528-1 T/1 I- ea a- !4' se 1/2' 3 TO 1 5' . w 3¢ W ill! RESIDENTIAL DRIVEWAY APPROACH. Vl 51 recta .n' ¢s' T TO 1 51/2' 751/7 E 3e 9a 90 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 0252E-11 Ip7 O ea 9520 IS' 23' 3 ra 1 a' !1' ao 36 96 99 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 l2 13550 5� ee' x m 1 2' JI" bo 39 99 t2a (TOPSOILING&SEEDING ON CUT&FILL AREAS ON 2. SIDEWALK AS PER C.O.B.STD.DWG.02529-10 AND 02529-11.(tr WOE SIDEWALK FROM SHERWOOD WAY O PROPERTY SIDE OF SIDEWALK) TO OAK STREET PER COB 57D DWG N0.02529-I5) 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. le Im ul 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON SITE (TOPSOIUNG&SEEDING ON CUT&FILL AREAS ON �I -- ------ CONDITIONS AS REQUIRED BY ENGINEER. PROPERTY SIDE E SDEwntx) �� 5. TENSAR GEOGRID 1100 OR 1300 WILL BE USED DEPENDING ON SITE 4. GEOTE%TILE FABRIC SIDEWALK USED DEPENDING ON SITE MAIN NEW TIE HOLES ARE CAST IN SECTION AS REO'D FOR TYING CONDITIONS AS REQUIRED BY ENGINEER. CGNBTIONS AS REWIRED By ENGINEER. 0.4 FLARED END SECTION TO ADJACENT SECTIONS. 5. TENSAR GEOGRID 110D OR 1300 WILL BE USED DEPENDING ON SITE CONDITIONS AS REQUIRED BY ENGINEER. _- -- 5 OAK STREET SECTION COTTONWOOD ROAD SECTION w A z AB5.1 SCALE: NTSQ' Y AB5.1 SCALE: NTS 120' TONGUE ENO ON INLET EM 4. GROOVE END ON OUTLET EASEMENT EASEMENI LINE INVERTED CROWN STREET LINE L01111/i71AAWAL SEC71OW 10' 10' F�1 O PROPERTY COTTONWOOD ROAD 167M 4+00 TO STAr 19a301 PROPER'INE LINE E LINE n FLARED END SECTIONS e• B' 7D' 6D NT)RE CDfrDNWO]D RCAF. 1 pq A135.1 SCALE: 1'=1'-0" '1 _ 5' a2 _ i6 5' 16 NATURAL GROUND 2% SLOPE 2%SLOPE GRADE 4�R4h• 1 a' - 3x sox 1/4•/F7 '/1' I--_ x s GRADE y j LOPE 1/41 G_r ,fijF VARI RI 51 ADS PROVIDE A MINIMUM OF 6' -_ su••,"•n COMPACTED BACKRLL(TYPE A) ES NEW CURB AND GUTTER TOPSOa WITH sW tti 3" BIIUMIN0U5 PAVEMENT 3"OF 1 1/2'MINUS FRONDS SPILL CURB MM.BEDDING(TYPE 1) g o 3" OF 1 I/2" MINUS BASE COURSE GRAVEL BASE COURSE C2 9" OF 6" MINUS SUB-BASE COURSE UNDER CURB AND GUTTER COMPACTED SUBGRADE 3'ASPHALT CONCRETE ESZE 'AA WILL PaoK fi'RFACE OF COURSE MINUS 92E /. w (1 ,� 7 TYPICAL ALLEY SECTION GRAVEL BASE COURSE IQRD DRAWING 1E Iz v/-' 22' '.2 2112' U OVER 18'PIT RUN ?! 12' :e'p ze 31/T 321; A85.1 SCALE: NTS (5): TENSAR GEOGRID 1100 OR 1300 IN 09/09/08 S 22 1/2" S6 I/� 1./ l" AY.I 6.1 1 1(2' 6rt' ACCORDANCE WITH MANUFACTURER'S u n s,uc' S11/n' ea 4 1/2" 415 RECOMMENDATIONS !M 3F' SA I/2' III 5' e95 as 1/.3 s I/z' 1aa5 ;f;4 COMPACTED SUBGRAD4` 1J' 1", 1ll - Drawing Date: 09109108 5c• W 25.A r Iew 1lm 11 10?' NA a' 24W ~�_ - --- �1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528-1 2. SIDEWALK AS PER C.O.B.SM.OWO.02529-10 AND 02529-11. zZ s1 9 'TIC 3. FERPUZING AND SEEDING AS PER C.O.B.SPEC.02223I/9' 136' 6Fa 10' +Fw LAYING LENGTH (TOPERTY DSEEDING ON WT&FNl AREAS ON PROPERTY SIDE OF SIDEWALK) G ��'r in.,V.- 9P1 m" s390 4•MIN.BEDDING ,. GEOTE%RLE FABRIC WILL BE USED DEPENDING COVETOUS AS REWIRED BY R. ■ LLWp11/LMYAL SEC710W 1RAN5'1'fRSF SEC/7QV 5. TENSAR GEOGRID 1100 ORR 130 13D 0 WILL BE USED DEPENDING ON SITE CONDITIONS AS REQUIRED BY ENGINEER. 0 CONCRETE ARCH AND ELLIPTICAL PIPE COTTONWOOD ROAD SECTION A85.1 SCALE: 1"=V-0" AB5.1 SCALE: NTS //05189