The URL can be used to link to this page

Home My WebLink AboutHarvest Creek Subdivision Phase 2 ----- ----- LOT 6 LOT 11 _ ! LOT 5 F Slaset LE �T� o LOT 1� o") a, LOT 15 2 x N m'•. VICINITY MAP I ,:,rare ____ LOT 5 LOT 12 'r ,n Lo O O O LOT 14 r �• - _ LOT 4 Q D OPEN SPACE PARK ACCESS CORRIDOR J LOT 16 D I ' fr'-_�1 Sheet 1 C3 ae ,:.: f 13 Z h t o BETWEEN LOTS 8 AND 9 O 0- '3 o �•�" •"ii� ii 4 v a !ii� ii• °c C !m REYSxM 1 c O \ a ^' c_ !!Lsww.U!I lil•oa S/rE N p1 8 LOT 15; Mawr' s y a ®one ao 1. UCtl ; " --- --- �� . �Qt ,7 .i•�Tm�ai'x `� a C Q�ra+.rvuc��5�LLO15 �9' • -�y}°CCEi"'�� i ww ' a • � ; I! 9Q°K'0a'a sur a _ I i , 11 11 1 I �''� "x f ! 1 i p-yy I, r+u fill[ _ II II V' 3 L LOT 19c o N v II Q I •� c� O O O O - e n f PEN SPACE PARK ACC S OR L T t0 :_- • o \Q BETWEEN LOTS 12 AN r \- A PARK N� lAlo p �pj I w0• 1«�nZL q• Lanl L° �L LoA 10� rn,,ps 9 I LO�TT 21 0 0 0 � o 0 0 �•I II III I 1', /_ / I �'J J J J/•-' NI i I - `L I `CCL(4W RI Goldenrod-Garza Scale In Feet CO. D ` pj 1 �Q23 ,Sf I I I 80 0 80lT �" �Qj 1 1 p 1 rn �, I Imo' tad. lam• la Lang. Low lam oW II I L� 24 0 24 N LA /- I O O O O O O OJ �N LEGEND Scale In Meters w� �s _ \A L T 24 J J J J J a",• ` j 6 I `4 Pam•_ _�, v O ✓ Oj 4 y lI`( C:� —SS— PROPOSED SANITARY SEWER LINE O f V t Off•- w ® PROPOSED SANITARY SEWER MANHOLE nM `� I I L�,25 N o � I 1�• Lam. law• Laml• lam' aq• 10I'o P .!N.m) PROPOSED SPOT ELEVATION Z O r0', Loa ye'"0 4 ( O o ~o of �, I 0 W Q aqM PROPOSED ROAD GRADES u Q ` m"f< •��° \ L��•26�! RAINAGE AREAS i ——_-1- 0 PROPOSED DRAINAGE DIRECTION t� \ l m eE (DIRECTION OF DOWNHILL FLOW) TEMPORARY�,L DE SAQ_ C a�� /I 0\ —N— PROPOSED WATER LINE i°° C•y \ 1 L'�'27 1°Iq c —W — r' ;If.. td" roc' \ (( I_.- -� LV I 1 mot,, -' �' , it I �� I N -#( PROPOSED HYDRANT '^ 'r tea; �r + � II ` `•\�. f� �'.1"�°oYM�°" \ 1 rn o� �-� n+:sel4-li � u I I Q N DG PROPOSED WATER VALVE LQj \ ' 1�• �• �' I I = r y:. LOT 28 h"L' PROPOSED PRESSURE REDUCING VALVE (NOT USED IN PHASE 2) \\ \ (aq• O -O O o -(��l C\1 p p 2 \ r� ,pB PROPOSED MONUMENT BOX L Ilsl�r— W -v j '"`%S0° PROPOSED STOP AND/OR STREET NAME SIGN \'•, f>,F-P ` - `\ / r co ,n "z �• psaq� j� I //�� PHASE LINE O Q �$� zt1 l�• 1 Mom• Oil7f" I 1�1 �O du71aJ L��qy7pl 1 9J.. ' Z O O O O J PROPERTY LINE ----- I ,l A l�t`� I; y',Gr 777 jj _' J J J J J � DRAI '\ AREA 2�' � .x � js � I N� PROPOSED DITCH z • _ — — DRAINAGE AREA LINE O •\`� _ A� _ '1"et NM OI WA DRAWING LIST -_ ,;aces T =""', LOT ` M' sir LO7 7 s/ o o 1 C1 - OVERALL PLAN AND DRAINAGE/GRADING PLAN C2 - SANITARY SEWER PLAN & PROFILE (ANNIE STREET, LILLIE DRIVE) i --Q �' 6 \'•�-vr�� AS 2 _ __ _ — ___ a VJ — 5 C3 - SANITARY SEWER PLAN & PROFILE (BUCKRAKE AVENUE) •b I I— �II �, �O �$ ` J� 1`• •�� 7s LOTS) LOT 6 C———I i E C4 - SANITARY SEWER PLAN & PROFILE (GOLDEN ROD LANE, ASTER AVENUE, DAISY DRIVE) !p�!W C5 - WATER PLAN & PROFILE (ANNIE STREET, LILLIE DRIVE) \\ Lrs{J `�?' 1`" i +� 1 C8 - WATER PLAN & PROFILE (BUCKRAKE AVENUE, HUNTERS WAY) N W l O� j PARK '�-'"5 O O J I dl C7 - WATER PLAN & PROFILE (GOLDEN ROD LANE. DAISY DRIVE) \ �_. -� l bW FF "Ixp• J ,S' J I \O I- Z I C8 - WATER PLAN & PROFILE (ASTER AVENUE, EAST LINE AT NORTH 27TH AVENUE) \ � , `� �t1• 4 L_ I—� L W C9 - ROAD PLAN & PROFILE (ANNIE STREET) \ DRATNAGE AREA #1 , __ C10 - ROAD PLAN & PROFILE (BUCKRAKE AVENUE, HUNTERS WAY) \ `�j 7 Jr DRAINAGE AREA (J1 L�4�! � 2 e 1 F+y N C11 - ROAD PLAN & PROFILE (LILLIE DRNE, ASTER AVENUE) \ w• o C12 - ROAD PLAN & PROFILE (GOLDEN ROD LANE, DAISY DRIVE) ra;Kl��• I r—��—IIt r C13 - DETAIL SHEET \ z 3 ,S'T L�3 cs V � pppl• i � ( �.rxq, ray Nam. GENERAL NOTES °..� o � O l a l pw ° LOT 2 �° aw; J �VK 4J ii 1 LL 1 1 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND \ k c>hc•ca K.ow \ SPECIFICATIONS, AND MEET CITY OF BOZEMAN STANDARDS. \ W'Q«'•"ie" n� ,� - le I VJ 1 x\ LL 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL \ g'�, _ ~z�� x p\1 111 III I�� I I BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE \ Fj w 10 CITY OF BOZEMAN ENGINEERING DEPARTMENT. �9, � LOT 1 l ll ill J J I� II I I I 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE \ `N 0Gj�Q V�` O� `Ix` I - � _ II —_——L V \\\ __ f! I �TI ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC.. O \x _ __ ------------ - _ FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. --_ - INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL �- =W c z II R0�''"" �f' EQUIPMENT AND MATERIALS BY THE ENGINEER. - - --� _ _ _____ _ _ - __-_----_---- IS -- p - s --_ _-_----- - - ----- -----��_ _ > --- b -___' _� Drawing Date: 7128100 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE 47�j�j-J a- (I -'i <-I BEGINNING OF CONSTRUCTION. _ / LOT 1 a ' (. T 12 ..� I Q it 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS M O ;/. \ „' '° \' II II" 0 0 ~ Ll PRIOR TO BEGINNING CONSTRUCTION. 0,.= �� - - <> ( `110 �I`1i ` '�� ii" O O 1 TYPE TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. N / •1 �� li 6. TYPE i OR T E z _ /---`-v` ,--- o �o �;RI �`,1 Q 2 \ _ LOT 11 AS CONSTRUCTED C 1 t 7. TRENCH BACKFILL SHALL BE TYPE A. w t M �� - - '\ �O i i10 `ICI ��li ` l� oz ii i n ^! d' 7128/DU 8. BENCHMARK: FIRE HYDRANT k 807 LOCATED AT EMILY DICKINSON SCHOOL M '� i /, - >/s ', [a �� I u III`, �,// �i l i Kl N 0 iii "'� (V ELEVATION = 4750.29 "STAMPED NUT", CITY OF BOZEMAN DATUM M ` 7 - s 's ' ' I' O> III r- O I u I '"I(n cD t0 O �� ` �' �\ T 5 i n Zi \ LOT 1 C' l I' ..� III o O J III U - 9. ALL ELEVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. �;Nrn �i ', \ EQ lu `I LOT 3 i II III ° I I i 0-:� B OCK 5 ------- e , , SS—1 L2ly Sheet 2 o1 13 o I - OLIOCKI N y a 4" SEWER SERVICES Z.5 mfi LT RT �c)a' 04� \ _ 'b p`a 0+47 0+45 °O b,\.\6 1+22 1+20 px ^ 0 1+92 1+92 00 a�0^qpb i LILY DRIVE QEASTD 100 PROP EE GRADE ..� `� \ �* ` \�\\ • �� ' I. - _ EXI nNG GRADr, W 1 _ I ONCREIE { J O K I 200 LF OF 8"SDR- 5 PVC SS 7.62% O AAARRR • BL , CULVERT ` �' !!- ✓1-Et:� x 1. _-+-- -(—� ....._)_-1—_ _.. ___-`___� ... i i I... ^' RSERNCE 3/9'WA7ER SERNCF /� W 3/4 CROSSINGS SWAITLI F�1 -- y . � I a Ale I i "q I I I lee o CDp ; I , o o! 1T- _� O \.J J � � 1 0.0. SS 1 r O� 0+00 t+00 2+00 p 1 PAR:`. - r I� N �` ; \� �`-' �� = 2 SANITARY SEWER MAIN EXTENSION PLAN & PROFILE C� C2 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-O" VERTICAL) 4" SEWER SERVICES P�OJ 6 LT RT c 5 0+52 0+58.2 A, 1+2 7.7 1+33.9 �( 'w ` `4 5+43.8 8+23.8 J1 yV m V1 gyp, x � P� 0 0 ^66 x0 by bob 7+32.8 i ? 6+10.8 8+98.8 6 8+54.8 9+66.6 to a s h h tip I 9+15.89+75.4 ANNIE STREET [-74PROpDSED a GRADEOK 1 + -- - z Q 280 LF 8"SOR-3+— 47 0 ___-_. �____ a625 LF OF 8"SDR-35 P C SS® i.67X£X1STl AD£ PVC SS ®SM 3/I'WATER VICECROSSINGSWATER/SERVICE CROSSNG 187 LF OF SDR-35 VC SS O- 40% ---- -- -- --- -- ---.. 3,'WATER SER I 1 CROSSINGS 9"WA lER AIN I I III o r7 c\I O I c01 r� N oLJ 10 c\I ao o C>! v! �I (DI o�! o�'. �� v Ion �n �n 1`n W) IMn T)) ,i uM') li 0y b�aao 4+\^00p FFW�� In 0+00 � 1+00 ^ 2+00 3+00 4+ ,.... .._._.. - -- 00 5+00 6+00 7+00 8+00 9+00 10+00 LILY DRIVE QWESTD MSANITARY SEWER MAIN EXTENSION PLAN & PROFILE snN GRADE- F� C2 SCALE: (1"=50'-D" HORIZONTAL)(1"=5'-0" VERTICAL) PROPOSE GRADE III ' III 4750 ------- - II 3/4'WATER SERVICE I I 4" SEWER SERVICES I . cROs$Ncs I I LT RT 8"WATER MAIN( I I 0+47 0+45 0 1 1 1+22 1+20 �I LJ 185 LF1,OF 8"SDR-35 PVC SS 0.40X t Drawing Date: 7/28/00 4740: t-----i OR!N'.. ; Lo M Ln +00 0+00 C 2 n8ANITARY SEWER MAIN EXTENSION PLAN & PROFILE JAB CON8TRUCTE1 C2 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-O" VERTICAL) 7/98/00 y99323 `L 6' ��Rgpf 2% SLOPE 2% SLOPE GRP��S RiES PRE 3" OF 1 112" MINUS GRAVEL BASE COARSE 9" OF 6" PIT RUN Sheet 3 of 13 GRAVEL BASE COARSE m_ RLvlsaar COMPACTED SUBGRADE E s� rb GRAVEL SEWER ACCESS ROAD SECTION C3 SCALE: NTS Z W y - L O O C{ � � �' 00 U cf O O j >_'1 CsJ 00 \ 1 --� --1 i t I TALC C! STANDARD t 1 kl , SIEfI�-AMRXER'�o5T5(TIPS tJ ' _ LOT �-[ N �- �c I�iiSt¢�"7 00 i� IUD N fv iALLSCE DETA/LA1 ON SNEE�CIJ( SS D � ----- - I , I wv 1 �' I I I �... wSTALL TEMPORARY CUL DE SAC/ 1 , , , , , ( AVEL SURFACE) y V ..... ..... _.�, .._. i i i i I _ L ... Y..;-.. I I - �---- '_ - 2_STUB-----�'-- - - ---- -- ---o2�_STUB- -- -- J. = Rem.I ArA ---'y- -- I 01 I ---o2r5TU8--0----�---- -� Buckrake Ave ue i a ------ \, �a. --�- I OT ? I_CT l OT 9 i IJT � � �� " ---I- 7 1 \ \ LOT 3 a- r � OT ? . �� I �! �n� i STY U' Cn 00ltiSFALL PRE IN PLACE N BASE WIN CAST CONE Sfi ONS-MMA TCN 8/10 DEPTH PANT QCV S.K.MAN. �I F N 4" SEWER SERVICES ^ LT RT 1+94.4 9+45.3 2+56.4 10+05.5 a 3+16.4 10+65.8 y� 4+36.4 11 96 3 i p 660 5 y5 y y1 4+96.4 5+56.4 ? w boy .�Oryra �b i ry01t� 6+16.4 G 6 00 7� •��'� 16 O b� bh O A�'"3° V 0. '511-�rOO G 6+76.4 b�• �h'6ry .CO Q�J 1� q�. t. a��.ya g5 x0 a� �"�� y6 O�J 0 1 �ti� 0 0 J� 7+36.4 x A 'l• 6 "� 'h ��II 4 '� a 1 d ob 1�,�.y4`�Q OX �a aS�Q Bb bA,1`L°6'y,ylD 0�0 ,`bX +,bA b^1ti•a`� �I ?�yb b�'S Qua. Ibb^�ti �p Q-� °a b�ry'L ?� 8+56.4 �e!?'�qa b�ryti6 5�P rO�'4b b�`L 9+23.4 0 Q-��. 11+23.8 BUCKRAKE AVENUE 11+94.3 — i ! ^ , B WA IN _--_---_._ I 1 I I I I Fvl I EXIS77NC De N 4740 _ B"WA IEBCRM NMG IN _ - ii PROP VJ CROSSM 0 B"WATER MAIN 260 LF OF 8"S R-35 PVC S O-1.115 - CROSSING 60 LF OF Q"SDR-35 PVC SS O-1.196X I I ' I I I � it I I Q i 260 LF 0 8"SDR-35 PVC SS O 1.231X I ! 196 LF OF 8"51DR-35 PVJP0.T LF OF 8" R-35 PVC SS O-1.80 X273 L OF 8"SDR 35 PVC SS O-0.513X0 Drawing Date: 7/28/00 ODi Ol N; N h O N 'n O ai of ro m r- ui CT) ofi ao � ca r Li R �' IMF v v a vl v v v: vl v v v, v vl a v vl �i v v v vl v 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 14+00 C 3 SANITARY SEWER MAIN EXTENSION PLAN & PROFILE AS CONSTRUCTED C3 SCALE: (I"=50--0"HORIZONTAL)(1°=5'-0" VERTICAL) 7/99/00 R,99323 4 I LQT 3 t__ __ _ 4 --- R o er venue o y Sheet 4 o, 18 TP 3 z/ie/oo �- I— F-- w ]BLOCK 6 1 J � as 4" SEWER SERVICES to LTss LT RT 0+45 1� 8 1+20 ?4'6^06 �O i y.0A`� IL1L�1 G 7 b 2+44 60 a�ya 0 'hx 4a4a1 Z `''pa 3+56 06 ASTER AVENUE 4 g s 4760 - - -T ---I PROPOSED GRADE ' O � Q 100 LF jOF 8"SDR-3 PVC S ® 1.80X I it 475 __... - e WA s1 MAIN O A 260 LF OF "SDR-JS C SS®1. 2X s aQQ l0 M O; In n n u� ] u� �n Do f� c� Ln 7+ v v v aEn 0+00 1+00 2+00 I 2 SANITARY SEWER MAIN EXTENSION PLAN & PROFILE o� x I BL0 K 8 1 0; cV -- - - - - - - -- C4 SCALE: N(1'=50'-O' HORIZONTAL)(1'=5'-0' VERTICAL) r '�— W 1 0 1 O C ---- - Its �U�/ 'v e 1 O s t j cq 00 v a, o c�c Lr� �s? f--- a' O O G G O O ! LZI r �..... `� L. 617�—i _; J L l I �- ------- Oj C� C� J J G C� C) 4" SEWER SERVICES ] CD m LT RT M ` o o old 12 t7d Q 1 �� ?� 6lb r�`�� 0+47 0+45 24� FI b1'� 0 y1 1+14 1+12 a0 a0 O 1 r a^a1 h�O y�p� 1+75 1+73 O�.tylab '' 4— o�`�,��aa�R,S� O a0h,`0 2+36 2+34 ax+rya �.�i xa 1 a�, 2+97 2+95 K � Ln � � �F`' �'4 'L 4br�a 3+56 3+56 4+19 4+17 DAISY DRIVE FF� 4+75 4+73 14 00 1a byy b� 4.� 'L b a 4750 RADE .....x`�� EXISTING DE Ii ! Q• � 4750 — —� PROPOSEDICRA ! 240.51'LF OF B'SDR-35 PVC SS 01.006X; I ------ ---£X T RA 240 LF OF 8"S R-35 PVC O 1.008X ! PROD !' 4" SEWER SERVICES 3p WA TEk,CROSS/N RNCF J14`CRp WATER SINGS CE 314'WA TE SERNCE LT R7 CR NGS ° -- • RNCE---- 1+7 240 LF OF B"S R-35 PVC SS 01.717X _---- - -� .- - 240 LF OF 8"S R-35 PVC S ® 1.492X 0+47 0+45 474 _ 1+14 1+12 474 14 NC� — 2+3Nos 6 2+34 2+97 2+95 3+56 3+56 - �+ Drauring Date: 7/28/00 4+1s a+n _ I 4+75 4+73 to cV a n rn d cz; N O N� O 1 00 00 06i Lo �. �! _ dl 0+00 - ' 0+00 1+00 2+00 3+00 4+00 5+00 C4 1+00 ?�00 3�JC 4+00 5+00 SANITARY SEWER MAIN EXTENSION PLAN 8L PROFILE SANITARY SEWER MAIN EXTENSION PLAN 8L PROFILE 3 AS CONSTRUCTED C4 SCALE: (1"=50'-0"HORIZONTAL)(I"=5'-0" VERTICAL) C4 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-O" VERTICAL) 7/28/00 pqc:37.3 Sheet 5 of 13 emsr� s� S 2/IB/00 rb a�g � 8s r— O N) t 1 � I AID, r, 0 I I � N 'A�I I CiT oo r" - 0 0 O J IT IU ISTW CULKRt o — e„ 0. I _ �tJ -- !' — ! C Lt) c�o ss _ _�-- �� oT , 1 - I °p� �� o T 1 L QI ♦ U� Ls �o♦�dt i 2" Q ♦� CQ O a �'� �0�0� .?� ♦♦�h�� Ory1 � �. •� Op�b1 O'♦0 yh' 'ti � ♦♦�+6 Q'p�a�0\O y,5- �Ory 4b1 � y'�J \ g• .�♦ O O' i Sc, +0•r'�°�t0'C e.O3�0 '� Q♦Q '' i •C O ♦x ,�PJ'C �.1. yy 1 JP ♦0' Ok y QJ 4,.�O' P 0 yf O J 1 F�" [� .t. O O`1' - •k- x ��' p'11•�? y h 3• F,P F, O'T'a y♦ �y ♦<ay�0 ♦h GPC1 F O ♦ O ♦� ph��. .°y�P 2�CZ F�0♦y QQ° GQ�k 01 O'y' h' F�� + �.� ♦� ♦ �' e♦ 0• t0 y i ?Oy{OQP1C P°G O�1 P �,�. +TO Q•p2��°Gy.S. try♦p19 Vi.�,OJAey O�10 1♦0, 1' ,'E'O 'S♦ x��'Q'y001♦y °+1F'x ? ♦,• +J��y,`®1 O o O 6,S'y�Q•O' O'L �, .�i,OG ♦ ♦ J 4, Q Q-♦.Pd- 0-P Q+ x P O 3/4" WATER SERVICES 1 ♦O 1P•Ct' G'O �x ♦0 �, 0� y J P Q+ A ♦�y'Cp tvQ- �� O �.� �° 'FO �° ♦ LT RT ♦♦ G1Q+♦'y'V° O'L ♦?y'CZ'Q4Q-�O. PO'l1 e♦'CJ xPyQ �Py'CIQ-`[♦4'y�, °aT MM k ♦ Q♦ 0 P O �Cl pQ 1, ♦ k 0�0 y00. O yQP Q ' O�ci�h pe'�2 0♦0 Q t.y� •l. Q pG yCy +��'7 �, �, J ' 0 O JP G ^�' 0' J ? 0 ♦ 4 p. {r^] ♦' GP 0♦. F P ♦�4y ♦' 'lF' i •l ?�' 0+33.8 0+38.2 Q• F, 1� k. G ♦ Q• O'O'1 W ♦ '� �c J ♦ G0 Q JyP.1 ♦ y'O 1 xyP�' �G � O O 1� 00'S �JO� Q'♦�•E' � 'S• ♦ y � P�. y'l P♦' �• 'l4'OG 01" 1+03.5 1+13.5 1 � � � 3E'' '�' .!- �. ♦ i C� p ♦ \.?y O '� x 6P♦.Q-9 0 `il y ,CjQ'�. ♦ ♦� G�0♦"q0' ♦?��Cz' 4. ;♦. +0� ♦� +y♦°G yl 01' •k- 0 Q�' P' Ox ♦. J 1� y ♦ C�'CZ' 0' Q .�' °i ♦a0' 5+62.3 8+46.3 yQ ♦ 0 0 l0 0 0 J '� Q OG ` y �' •• ��(i O' ,gyp•�•2• 0�.00 •cy'C?' Oa �)'QJ°' •CZ' Q�RY ♦^�' 41 00 0Jy 0' 4, V. 6+26.3 9+18.8 P +y y 0.0.+y♦ ♦2yCZ' �. •P G ♦,q. ,1,z ylP A;2•�G• yp PO J ti1 QF' `° P��1Q•G 4- �`1'O� 6+87.3 9+91.3 10• 0 Jy 0• ry7' J Ct' ♦� .� O�? O ��♦J Q� �3`•ct'Q4, '�" '�'l GP� ♦O O'gb♦'1 ��?4 F. �♦ 0�,•CO 1'o��CtQ- O ♦x•l�.'jQ" y4J0 9 Q, ♦ �. 1 �i.r Q- + �' 7+47 x p� G- O P♦ ♦ h• J t♦ W ♦ G♦ y Py �. P♦ay. OGy'O' ♦a 1♦ 1'o yf Q ♦ +0♦0 ci 8+09.3 ?y Q.� ♦�y1'r• .0 Q ti0 '`x '�P kJ 0. P 1 O + Q•♦. �, h ti R Py 8+70.3 ♦yt�Q SC �. P°i �'yR?' .♦. •l0 a ♦� W xO P`'?♦♦0� ♦♦ +0 y°�0♦0 a100♦d 01 `y PJ O' 9+31.3 Py ♦: G0 ♦ytc Q- {y,�OPP'�O .♦. ,�`",`00 O,L1 ® 0' O P10C1" ANNIE STREET 9+95.3 .,♦• �.GO '` G♦~•t•0�i ♦'`� G�O�'y °' ♦�� Q� -- y------T � ♦x yP�e- o � ��Q-Gp 4, I ------- III -- --- -------- ------- _\ y�- OPy o♦?�♦ypx Q,��♦1Q.�-r�+�GOPRO SEDGRADE - ---------, LILY DRIVE QWES r^. TD o 4750 - -- -- -- ---- -- - - - _ ----- �w---- ! ! __ --- I! ♦ pyQ a : M EXISTI ZT UlcADE ! 2 ! ' OSSI CS E " } ____J-p OPOSED GR F�1 £W 31"x37� C mZ I ! INV.ARCN C47 IR 3 2 ! 1040 LF OF 8"CLASS 57 DIP WA IER PROWDE 6' iN/CK x 4•xr E x B"T' ! I IO 4750 -INSULA ON UNDER CU LERT AT SEWER sca WCE I85 LF OF 8ifi "CL SS 51 DfP AT MA CROSSINGS ! 3/4" WATER SERVICES LT RT 6"SEWER MAIN !� I'SEWER GS rL VICE'- 15" O INCAIN I CROSSING j '! 0+69.5 0+67.5 DT•avring Date: 7/28/00 +_ n-- -----� co O; - ---s WER SERVICE --- 14745 1+42 1+40 4740 1-- I` Co) N N) U'1 O m �ICROSSINGS � CO 0 7 N `I r` N — ^` o co N O Oj O � On Ln r I� r r N � Ind U'1i ^ r,! n � � c.5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1+06 0+00 WATER MAIN EXTENSION PLAN & PROFILE �\WATER MAIN EXTENSION PLAN & PROFILE MAIN EXTENSION PLAN & PROFILE M OON57RUG'IFD CS SCALE: (1"=50'-0•' HORIZONTAL)(1"=5'-O" VERTICAL) CS SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-O" VERTICAL) //99323 h Sheet 6 of 13 Z:,,,,,/,e �z i;•� �v�lroo BLOCK,- 19 �� 8 e ry �5gz - T;. J e y ' I - , ?t2� w cn - 1 lotf --- Q9 ;--- --- v 2�pO 1 1 1 1 1 y Y o o o\ EXISTING S AIN 1 1Cti1 1 1 p n Vy `\vJ' All s LOi w LOT 2 ' LOT 3 � MSTALL.DAM NSAS VLO K 20 BLOCK 18 BLOCK 7 FRB. U =A S S O � a z � � 3 aa.sm. BOLLARDS AS PER C.O.B.510.ONG.NO. 027f8-3 O I it a LIMUM11i---------------- PARK l_OT 28 LOT 27 LOT 26 LOT 25 L 2� LO 2 T 21 �OT 20 ) L ti 1 -E i 7 N. \I o 0 0 0OT 8 r li ' — o R o o �O W ry^1} rye,} �`}' a 3/4" WATER SERVICES �p.p °ry LT RT � ♦ F.4' gyp. '�' p 1 1+7T.9 ,�.,+0 + O 1p7 ,0 �O �0' •.��+�OQ-y�� 1 �.px�y?'`y•l•C•l t�Q`y`at�i`'Q.�J0��?`+)C0.0�.GyP.FOi,J.P`10''O ? °ry 2+41.4 13+0.4y •�Q``h 3+ . x1�?, G 214+ 4 81.4 N44 yh 4PO•y�QiGO4��?1.Q• G�aO 0''0 Off1'••07 A O 5+414 ��i GPe�°q0' �y �.� p'�`�,�0• pp �• Gil- / 7 P '�` ♦ y 6+ 1.4 }O' pJy00 6+61.4 °i°• �,QJypO qp• �,QJy00. h� G�0 ,y, ^,} VI px 'l 'CZ• G' 7+21.4 x .`P�'•Ct• G' x P�'.`.Z. G. }. 0Jy '�� Ory ^Py BUCKRAKE AVENUE Py �p `�� .� yy `' �,m'cr 1010. ry 0 �i ♦ + �i �' 3/4" WATER SERVICES T ..bx pJGO' ��.p LT RT `px00pJ,`.jQ'G O• 0' J y ,'` `ay,`t•(cam ` GPO�'y40 8+91.6 �t`•Ci'Q�i. , GPe�.y�0' ; - -- ,y0 \ E 0�1` �y 1- 0Jy 6 p 4750 — --- bx Q G p4 0 \ P Q xry�� e o so629 �y 6 }�Q o h c 'C 7 ".'L y1p'��G. 11+01 0x y1P`"'�Q-G x60 1+77.6 PROP C �Pyy`� 13+11.2 I �___ OSED _ ° P HUNTERS WAY 13+77.7 -- -- I �CRADE ------ _ PRO 05ED GRADE --___� - -- -- -------- DE N _ 76 .5 LF OF 8 "CLASS 51 DlP_WATER MAIN 4750 - o - t 0 i I i I' N{R Drawing Date: 7/28/00 � 00 N li n N N •.1 n (O M °O ° O - 00 00''. n n ,: �; �- 1� 1") N N 8"SEVER MA4J _��.__ -It �. B• E JC 576 LF OF 8"CLAS-51 DIP WA 7ER MAIN �i0 J9 1 0+00 1+00 2+00 3+00 4�00 5+00 6+00 7+00 `4+00 13+00 12+00 11+00 10+00 9,.:. WATER MAIN EXTENSION PLAN & PROFILE _ 3 WATER MAIN EXTENSION PLAN & PROFILE C6 AS CONSTRUCTED � C6 SCALE: (1`=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) C6 SCALE: (1"=50'-0` HORIZONTAL)(1"=5-0"VERTICAL) 7�28��O LL 99323 AS CONSTRUCTED 7/28/00 sheet 7 of 13 a,7128/W �. ' z> � e; w � s v1 s I 4 r� O> G rIT +_W V Q W a 0 0 a -ram x L 7 I� --- B 0 i 9i O ' 1- mi J + O O O C) C J o I j _ _ J clC\? I - f_ O IZ � W i w W W I O I M I ♦ /� O ♦��'GP OCF'•� ♦�pP O Ory^♦ ,`V4' y�'20 h+y Ny� �J500' QJyy�JP� ,�F' 2 ♦0, � .+0 �Q' yx •� '� G0� QQ�� ♦ 4 �-.0 C�',t-O O'L� '�` +0•IO�yQ PO ` i ♦2y'CT'Q�.y1 yb�0 JP `' Qt�F' ;�'+0+0�,yg0 p ryy.y 2JyQ. �yy 000�66 ♦ 0 �i,♦0' 1�c' 2 yx y,�p,Qt,�G. �Jy ylp�. fTl O `♦'�?'?G�' ,�"}P�r�.OHO ��,PQO �2 ti`Z'Q� •Ct'4.' ♦ w O' � �.•+•�?p2�O�C�y1 O^a•`a O�y�P�Q- v P4��:10. ,�0P0�, �P .�Z` Q`QP� ♦•y� 55 2 0�0 a 1'F' 0 2•CZ'F' G 0 �i 4 �. O J ^ I�1 yy �k, �♦0 ♦` +1. �•4 O O 1 ♦yN R ♦♦ 4 y J 0 JQ• �P F, ti F-�0� 'Jy p P2 C�' Py q Jy 0. �Q-� ��4.P1 0 O p 1♦ O 'LO' v Py.TQ'2�y�'y 0 ,� �" O' i' 3 4" WATER SERVICES 6 h0' Q- ♦Q .�� yx •`p�� 4 •� O� Ox qP 12 G• tit Q p� ,`•y �♦ / '�. 6 p2.�. OC'O. 2�♦�'� �' 0♦0�'y4 �C" 2 �OGPQO \y+i Q,P2{j'�i. 0♦$P BOG `°i Q- �` O J � 4. LT RT ` m y Q, �P e o ♦ayo P c oti P ye Q �� o a 6♦ `♦ + ♦♦,\?'QJ p. 4 Gy-O y♦,�p2 ,T,p}`C�Q,♦,may.:' J°i,1♦'h py k'� OP,1'ra'L2p♦0 aA- 0+65.5 0+63.5 O• �yOF Q))F,'l0 P 0 O�ytiP4�G' ;Q- OP y�' OyQ,yQ,O��P •CZ00�' + Q-�.0�,�a OOti a hx SPA �J 0� O ♦2 4t Q� ♦ 4 CZQ4 ♦. p 1 GZ +0 y0a 1+29.5 1+88.5 L p 2�i h 3� y ♦ 5 Oa OHO 9 1+90.5 1+88.5 yy0p2,� 0'♦pQQ ,y p`1'2 ti220 ` 0 .r ,J a. 2+51.5 2+49.5 ♦20' PO Ory'1 �P x'70 ��'ZQ-G�0 11�OQJp� Q�4� 0�" Q,�y10 'Sh'\♦' Py2Q:24'ci'`�7 a 3+12.5 3+10.5 ♦.�JOi- GQ-Q-♦O`1-' P�' O O 4 yP�CT'4.�0♦0 Rp 3+73.5 3+71.5 \2yf�'Q4� 'F-OrO`a0'`�a ryry '•+0y�' `' y�pOCi Oy^ pQ' 4+34.5 4+32.5 PD•y12G2 ;�`' OP0`�y'�' W 4+98.5 4+96.5 0�"♦0♦y�Jc�00' N DAISY DRIVE 4 GOLDENROD LANE hxryyy�P POD^2�� - `' `� p � o y ♦ �• x2y� - ....O 2y~0 P2'CZ'4. 0. -- O P 0 475 - Ii ' ----- --- 4750 EXI __ ---- - --- m -- pROP05 GRADE 4'SEWER SERNCE 3/4' WATER SERVICES - 4 SEWER SEROCE ceosswcs ° LT RT - I r•-- r cRO551Ncs-- '......... a 0+65.5 0+63.5 ° .-...._.Q -- ° - 4740 ° ° ° -- - ------- --- - 1+29.5 1+27.5 ° 1+90.5 1+88.5 0 ° 2+51.5 2+49.5 I o _ °: 541 LF OF 8'CLASS 51,DIP WATER MAIN 3+12.5 3+10.5 c 541 LF OF 8"CLASS 51 DIP WATER MAIN 3+73.5 3+71.5 47401 m_ - Drawing Date: 7128100 _- 4+34.5 4+32.5 4+98.5 4+96.5 IN m rn O' �i8�SEWER MAW °p Nil �D', O N I� O' N O ! 'SEWER MAIN b O O - 'MI FC�34.47 N cDCROssfi c0 c0 c0 ICI r t`I CR-38.ol I� r ^ n; t` n 'r r n 0 a -�- - --- 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 5+00 C 7 WATER MAIN EXTENSION PLAN & PROFILE WATER MAIN EXTENSION PLAN & PROFILE - C7 SCALE: (1'=50'-0'HORIZONTAL) (1"=5'-0" VERTICAL) C7 SCALE: (1"=50'-C'HORIZONTAL)(1"=5'-O'VERTICAL) 99323 3/4- WATER SERVICES LT RT 0+69.5 0+67.5 1+42 1+40 2+14.5 2+12.5 Ki Sheet 8 of /3 i T 0 m i •� y A-° ¢:/mroo L(�4 _ z Lily ww _SS E O ' U co ts 0� N 1g o G •� zs gLOCK,� 4 � � � eg s 3/4" WATER SERVICES LT RT O 0+67.5 1+98 A-+ 2+60 3+22 y � 3+83 Fa c� _ 20' UTILITY EASEMENT I L 20' UTILI OT I LO I i - ' -- ----o-I--`-----o - EASEMENT --------- -'-- W --o------- O o [� CD ------------------------- ,o = Sc► • -- - - --- - ------- a k y E line of SW 1/4, Sec. 2 Worth 27th Avenue Il - ------------------ b ----_____ —- - - - — ° - - - - - -- - - - - - ��,o �' - - - - - N � BLOCK,, ,¢ CIQ C GI J i II II �. DURSTON E DOWS SUBDIVISION v� Q Pp Off^ o• .�P��Ct• G 0Jy 0 .Qr Q �. \.y �� ,hF. 0 1C O.�O, \c•CZ•Q x P Cr' G' p. `1' 1 0 ��. Q- Q'? 1 0 O 0 yQ•� 6 P?-1•�ppy�y. �,��a�+i ��0 y~0'�'h� p P•l�py��3,t'� O- Q� •CF' ��//�� P,Q- 0�O`�0�'0 a�y�tB O v aA• �J p 1 O•E,p`t'F Q, p`b •CZ'Q4. ,, 0 p•F V J �y 5 0 oPOa ti y1PQ o x�o•�o e �+O 1� moo. x} '� �� y Q.P•Ct'O p•� Q- O � � 0 5 0' 2 P�� ♦ ,0 P-1. Off'6• � �y +�, y SQ'�' G� �0.,y � V I �O jp 3PQ-P(,.p`L P '�q0'•O ��• �,QJ p ,� O 0 y'� �. + Q-�.0�'�y�Cr 01' a +0 0 0 1 � p.� 't'O tipFQ-�•Q'�' S}y O� tiP�'lQ' V 0 5~0 �'� +0��05 Oa OHO 1e G+ Jy1 �4. ��•CZ' xa 1py�G Oti + 0W Q,O ` ASTER AVENUE x^�'' y 4760 - Pay - — aey o x P F ♦ J e c e P'C2' G' a ��' p'A;L' •t 5 7 y1 G 0 Ox �p�' +Qr`�' 'L\1y0` Q.P ?pOGOO,y,OF xyo P�tiQJy \�� tix tiPy� EXISTING-00E-- '- ........ __ ...- _...LILY DF�IVE (EAST') �'00?0��' .EAST WATER LINE pE 4760 --- P OPOSED G - PIkOPOSEO GRADE I - - EXISTING i - ----_____AND PROPOSED CRAOE i fXl$11NG GRADE I 4750 - ---- - N 4750 R o e 2 --- 0 1'§EN£R SERVICE 260 LF OF 8' CLASS 51,DIP WATER MAIN _ CROSSINGS I"SENfR SERNQE a - -------a CROSSINGS ` -I 250 LF OF 8 CLAS 51 DIP WA ER MAIN 475 391 LF OF 8"CLASS 5! DIP WATER MA S - > 8 cRosswc IN j Drauhng Date: 7128100 o n t0 3 lD! ^ aD FL=16 --..... -.-_.. -. 6 0 O O O a Ln Ln LC) In 0+00 1+00 Z+00 3+00 0+00 1+00 0+00 1+00 �+ 4+00 5+00 6+00 WATER MAIN EXTENSION PLAN & PROFILE 2 WATER MAIN EXTENSION PLAN & PROFILEC8 3 WATER MAIN EXTENSION PLAN & PROFILE _ ___ � AS CONSTRUCTED C8 SCALE: (1"=50'-0"HORIZONTAL) (1-=5'-0"VERTICAL) C8 SCALE: (1"=50'-0' HORIZONTAL) (1'=5'-0"VERTIC:- C8 SCALE: (1'=50'-O'HORIZONTAL) (1"=5'-0" VERTICAL) 7/28/00 #99323 INSTALL NEW STOP A: STREET Own S 09 L<,0.8. STD.OWL NDo,D9B10-1 / 'INSTALL NE STREET SIGN(T1PJW - - - COB,STD.DOG 0. 098 r J7'r52' j 1V CONCRE TE y-) 10 ,� ARCH CULVERT y� I I - INSTALL TEMPORARY O oCUL-DE-SAC . O ! �O (GRAVEL SURFACE) '� B X/O Sheet 9 of 13 48 9 INSTALL NEW 6 W1D£ p, _ INSTALL NEW S Q l/�.STALL NEW STOP/ INSTALL TYPE 1 DOUBLE CUTTER(TYP.) ((TY(�W) '7y } � I CO.B STD.DWG.NO. 07579-1 - CO.B.isroT SfaDWG NDT 098r0-I TS') STREEP MONUM£Ni(TYP.) ' INSTALL CITY STANDARD�"=Q\\ 4 MSTALL NEW C.O.B. Sl D .Tyf)09810-' DAG,PERAS CITY DEAD END BARRICADE1 1 P N r" - O V STREET yGN//I-_) - � O) C.O B. STD. DWG N0. 09870-2 C.OB S D-IJO. 09BI0-1 INSTALL CONCRETE HEADER A7 END OF PAVEMENT �1 ��^♦�� r g SEE DETAIL SHEET o,'C�_ QP� ♦y 1'e x♦ P�,FPP P�Q- �'S� e!'�CaQ'A��O �♦F.,�Q� :.g q$ s y♦ry P?J2 Pa ,y0 JG Pri �0 a1 k.�,�Q- P♦a O° a� ��c,X.�a o Q� o�a xa� 6,��' �� Ev, `t'ery ox ♦" 4a cx. �� A9 xh ya a a x°O y^y0 1x xp°�i ry G�'� 0♦�Ct'�� W ANNIE STREET ♦x♦ry��;a``' x� ' °�♦��ya °�� a x�cR 8a OOi I PR .695 OPOSED RADE _ ' m mm -- - - - �+ IW ----- - 0.660 4750;1, - ---- _ _ ----- _ EXf5AV77;f ADE NEW Jr"x52"tart I t � SX II I -iX�-III Vl j ARCH CUL V£RT ld 100I VC I V. =r 4'IND£ 174475 B'LONG 100'VC �7MICK PROVIDE 6"f PO STA. =J+50 /NSULA 17 UNDER CULVERT AT PhN STA =9+7b.8 ___Po_EL _474106 - n WATEI(t MAIN LOCARON �r �i _ p FL =475�9 1 a O LD N� lDl OI -_ O Or XJ1i OI Oi O O XT O N NI HMI MI Ih M, �'. Xn Ni Xf) N. �'�I Ln U) Lni Lo 11') Ln; �I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 CTA ROAD PLAN & PROFILE CB SCALE: (1"=50'-0"HORIZONTAL) (1'=5'-0" VERTICAL) '^ N \J5 QS 0p� 0G ti� PQO hrlOY ��P° �,yh JT' �P° �y0 W 0 Q-O 0�1 �� JQ- �, ?OQ<"Q'Off' y O♦ Z p♦ V♦? 'S 0, c,'��Q�O' �q J4. 0Q'r� PO``� Q'P 04' ♦J�' GJ �X.�? ♦J�' PO` .y OQ"P♦6 ♦♦�?�O rya �F'� ,0,y� PO E` .yh' ♦, a� 'L GP? O `' P a5' a� Q? 0 O 6 a �5 p X� O. Q• O? x P�a1 1 ♦�. ♦ ♦G 4. x "J 7 ID Q' 'y' ry a ? ? 9 h O 4. 5 'S � y ax ,�P'�'♦O' ? �k- � Jy 7 � 0 Q' 00 QC3 a9. a1 �♦a 0 p�J ♦�S�J y G' S P2 �P Q y Ory. 1h yry �° 1 J y6 r 0 � x b a i 0 P �. ♦0 ♦�40 0" GI, G�♦ Q' O' a1 6. a1 4, ♦ 9x 7 ♦� ♦ �.� i O'7 6 00 Q- �" aoi. Q O' 0 a�9 )Q1, `"� `�'�x♦ry yak `O V,Q, ,3x ,o ANNIE STREET ♦�y``� ry��ryrya a^a�. �� o�� 4755 - -- pp �/ OOi gq -0.540 i ! a'W I PROPOSED RADE - 4750 ----- - -- I �[ ryryryEEEW J7"r52"CONC �EXISTIQI�VRADE J ARCH CULVERT y{INV -4741 7$$ Y 100'VC PROVIDE 6"7H/CK I'M1LV 8'LQNC INSULATION UNDER CVL yERT AT 3 PVI STA.I=J+50 WAVER MAIN LOCA JON I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 a)TOP OF RIGHT CURB PROFILE w N C9 SCALE: (1"=50'-O" HORIZONTAL) (1'=5'-O" VERTICAL) GJ JT� �♦ J♦ J O` r� ryoa0 GJQ0 CIF'��O G♦a�P V l GJQ0 �Q-p' �6h10 \J5 ♦ 5 h L P 17. 0 h'S xryy k^ Qe♦p l� G♦? � �50' QP 04.°♦ ♦J`' 'h 2y♦,ya O� O`J FP �0. a^ ♦°FJy � 00 0Q'00 ♦x�Jya 4?060 , 0a �Pp `LUVF' , O'70 Q-P G♦� Jy 60 pix�Jo 4V' O"� .,J'L , y♦ ��v � a�i' ryy aoi. p h} ,�q �p 0Q, p♦ 0 ,�h'L' F♦. xa a'1 /�00,a'1 4. xy0 a1 x00 ya'� Y•,?9 ax0,ya ,Ii.16 , ♦♦6 QyP x�9a ♦O J� Fil ANNIE STREET ♦��,y ♦��,°ryrya^a4� xe°�a��yx♦��da^y ``�p� ^��° �� 4755 - �� a a I _ ai W„ PR E PO D RADE I I 4750, ----- DrawingDate: 7128100 `EXIS 77 VADf / _ W Jr i52•C C -- -- �I ARCH CULV£RTI I t00� PROVIDE 6'THICK r 474W1DE+8'LONG j INSULATON UNDER CULVERT AT P41 STA.a?+50- WA MR MAIN LOCATION J i 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 c 9 (ZTOP OF LEFT CURB PROFILE _ A8 CONSTRUCTED C9 SCALE: (1"=50'-D'HORIZONTAL)(1"=5'-0" VERTICAL) 7/28/00 ,99323 INSTALL NEW STOP& STREET SIGNS(IYP.) z COB STD.OIIG.N 0 8I0-1 INSTALL CONCRETE DRAINAGE TROUGH o j(/�'. SEE DETAIL J ON SHEET C13 _ cl b < ]Nh �p / ^ / rD T ^I r .,W W 2- ( 6C,B D+ - 3ckeCDAer� eo 0 0o o O OLj / o Sheet f0 of f9 IVT; INSTALL 00 NEW INSTALL NEW _ \ - p�p • 10 Q •d SiREfT SIGN(T1P) STIpEET 55((CN 7YP.J ( v -� O 0 , N" O / � O T�� O _ _- O V q r Ii/i3/co GOB. STD.DWG. 0 09B10-I O COB 7D�bItG. 098l0-i L U 1 _ .I■ _ �\ 5 o B __CJ _ u'lt7 I/7� •�y�/y- _ INSTALL NEW 6'WrDE 1� 2 �� -�- _ `, N flGVri a7 .�>-iE lliy { E �"s�" /IVY INSTALL T1PE 1 DOUBLE GUTTER TIM. EppS+` ( ) a 3 C 41II TYP. e, �r O S ET MONUMENT THE ) (�1 �, AS PER CITY STD. � C.O.B. STD, DWG.NO. 02579-1 DWG 02529-3 INSTALL NEW 6'(TT C i AIB n e i DOUBLE GUTTER(TYP.) yn o $WALE A/ r^ CO.B.STD. DWG NO. 02529-1 -� 7 Z' Vj ` y - r� (� L� $�`p < �.. rye.' �.l LV ! :3 INST.W.L TIME T-�� - •�•�� -F • o o STREET MONUMENT(TIM.) C7 Cq y' z AS PER CITY STD. DWG. 02529-3 cal• � � � }�z � e� v ` �J�, � � � Rio `�" � 9 mow-' � � i• Q-P�C' '`~� J4• ?J4' , ♦k, Z p o ar" °♦�' p?� e'".. s Cx,O P� 0`4' 4,P d ,E4, ♦.P O �1♦ O�'y �Q- .`♦♦�O� GJ 00 0 �y$6 OOJ ��P�O\� G��yP♦,�00 ?�6 �O� ♦��♦��\�O OJ�� '�+`��J O Io .�♦`�y0 ?♦a r (x, OP O °,r 0 x0°�Jo .,"� Oa 6' 0�2'ry0 ,P�' 1h,`O.y1 h G.t., xa c�1q 0 x Pt '`�' O 'Y 00 5^b1 h O 5b1b (x. bz a ♦ti JJ b1 , oh 0 O$�yb j• O t��4b O♦]�3�G ♦ F� QO♦�y q�' b'�b P?� � W _\ _� -- ------ -�- �♦,J ---- ___ -- XISi-IryC GRADE -.,MADE.. e BUCKRAKE AVENUE HUNTERS WAY e y 475 4755 _ E PROPoseo --- _ j I I 1 M4% I Cyr --EX/SONG GRADE I i i -- I 474G - -- - �' ^ �j j l 14+00 13+00 12+00 11+00 10+00 9+OCcoi °' °° °° N' ROAD PLAN & PROFILE ri A r di C10 SCALE: (t"=50'-0' HORIZONTAL)(1'=5' 0" VERTICAL) N 0+00 1+00 2+00 3+0C 4+OC 5+00 6+00 7+00 ROAD PLAN & PROFILE C10 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-0" VERTICAL) �GJ / ,r0 °♦J \� � � P P J ♦O �0 O♦J 1 ,` ? � ♦a� h �a V♦2 a0 APO `g'` LJ /� . ? \J0 P h� h �O 161aa 0Tv F, $♦ 5 O♦ y0 O y0 .5h ♦J O F. %0 ,b , q r O. ^ �C3' O♦J �P .q0 ,y.5. �P ,57' S PO .yh r b ,ti Jr 0 �0 1b 0�' O } 0 'h ♦`� 'h 1�1 0 7 Q-P 2 'S'h' ♦ ♦J Q- 'S yy 0� 4. ti 1bA' z1- a , A 0 h 0 5 + `� ' •.O O G` 5 ♦Jy 40`� \J5 QO ♦2 J5 1,. 1a �y x61 b ♦`l'�J" 1 b0� .,�. .�h`� z01.�°j'y. zyb GJ�yh. h 1h �� 9� ♦J p0 0 b PO Q 4,° °♦ '>• a ♦'L Jy 14`' ♦, b1 x'y ob A 4J 0 P�Jp I Op. �� ♦c� 0 1 Q.P ♦a�J" ♦`� y%�J9 �,♦., -------' �y---- �� ri r , 0 %yJ 11/ 0�P , 1a♦°�\ a 4O a a%0 ;1 J ° 1ti 4a�bbh 4755 HUNTERS WAY. -- • _._.--- ---- ., °�♦�'.y}h b1h ry6h b b �� 9T"G\ POJ %00' 1 4t�O 0 `� PO 1••' O F, �♦. ._- Jy h a � ♦h a1a "y y y a 1 ♦�`, 'h. 1, _ +------'r----_. ,�Q a1 4. rti Jb 4j J wj. 0 b x� ry x �r. z �� x % °F�`` ��Y �4�``o�h alb BUCKRAKE AVENUE % 4750 4750L� - '�- _1.71 - - -- 3 14+00 13+00 12+00 11+00 10+00 9+00 �. ��OP OF RIGHT CURB PROFILE [�] --- '.... ` C SCALE: (1"=50'-0`HORIZONTAL)(1"=5'-O" VERTICAL) [^ h l�l 4740 ' Jy -- 0+00 �Po` 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ��? z TOP OF RIGHT CURB PROFILE 0,yq J 0 y°. C10 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-O" VERTICAL) OJ,CQ'O a z 9 hb1 Jy GJ?POD 2-P O♦Jv O♦J`� y ,7%�O „�O [,�, O �, PO♦ Cx, P2 Q0 �♦a0 FP PP Jy °♦J � •y"'' � r-' F" o bOh OQ-1��, GJ �,r 60 V? �O QO♦ �P O`Jy `J5 �[� % ♦`'1b 1V b0. P PO y r 1`O �07 0 O 1 y�P,bb �'4' z01 b1 r ,yb r°`L °♦? 6`� �� Q- O♦J JQ0 h h0 0 a0 e� 0 , � �° ♦ 1 0 � 00 ♦ •r0 �P G 'h� b1 60. b1 1b1 O 1� O. 1 ti ` `� 4`•,0'La1y0 %ab o h r 'hb S` h 0�"V ,k' 6 � \a0 4.6 F. 7/ ♦`t' Ja O ri�r 'o A C3` 4 �y� 'y ♦ti J �. 9 O" ti ♦� J b q 'S' 4. 'h ♦`' ^� 1+�1 4`5, �v♦' x1O x 40 __� / KE AVENUE F T—__ bxti bb1 ♦y��y ♦x� ya ♦°��e a a b. %�Gt b1ti BUCKR HUNTERS A 4755 ---__ — a a n,• ,Bt,1s Date: 7128100 --- -- - 4750 —O - - - - --' o.sooz 4740 -- 0++00 12+CO 11+00 ...._......I 0+00 1+00 2+00 3+00 4+00 _,7 6+00 7+00 14+00 1 3 00 9+00 CIO TOP OF LEFT CURB PROFILE a TOP OF LEFT CURB PROFILE 0 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) C10 SCALE: (1"=50'-0" HORIZONTAL)(1"=5'-O" VERTICAL) 7/98/00 A8 CONSTRUCTED #993Z.` o � m �A Z Q ICRq o Esp`PgR +J z�O + m Sheet I I of 13 C OFgTgyy ,J U:- IN SIGN y d Og S>D QMC:gRRcryoaRD 1 'O_ASTRTD 105WGN H(O 09A10 �-�r� �0 I BOO *o_2 CS o� I/ae/m Ica 3 - 7f� - �sl� e1" '�o�tnc7cc � -12� 9� pWq �?F 0 o c�I G o 'i' g s a �'t'STgCC \ f - L� INSTALL NEW qT Fryp C''CR STOP ((iN) SfE OECp�Nf/✓!�`R f CO.B. 51D. 5p �"NO. 69810 1RES �'-... ■ c� EET J 8ET MOIJfI{7ENT�i1P.) - _ I car ■ gg7 _ 1 A DWG. 01519-3 J - -._ T s INSTALL NEW STOP& �T STREET SIGNS (TYP.) L� STD.DWG NO 09810-1 f� J�0 4. O PZ' '` d� y� '�. x G`t'QJ�O P 1 O 0�!• 6 00 P� �� 4'+ A 6o5b 5�O.�1V ?ab'� �,PQOF,��0 �C�Q-,�F. O^��c�a,Th��y1 y Q� ♦ 5 a', QP� e* 9, °0 yo�� h6. 0ti' q2' °x b1 ry x0 51h x 9 z 7i . a° ° b^ ASTER AVENUE t o b � �a LILY DRIVE QEA8TD ' �Z 4760 4760 LILY DRIVE QWESTD - °��9ah� D cRAD Ox 4755 _ _ Twc - - ''_13X �i, PROPOSE GRADE TING GRADE_PROP SED GRADE - �� N Y n Y u 4750 W W PN E A. Jr fO 175 1741 VC L{ = 769 475 475 O - — - -i PN EL. 175E IB c0 0 li O� cD r71 a, r O O ''.� M M of N LID cD r 00 N al M) LO r f� n cD t0 to Ln. �; �� a +OG 1+00 0+00 1+00 2+00 0+00 �y 3+00 ROAD PLAN & PROFILE Jy7 , ,� ROAD PLAN & PROFILE ROAD PLAN & PROFILE , PQ. Q- SCA.' " Cti SCALE: (1"=50"-0" HORIZONTAL) (1"=5'-0" VERTICAL) P� C11 SCALE: (1"=50'-0 "=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL)ZONTAL)(1"=5'-0" VERTICAL) O�? \J5 GJ�e Q�P PO\J`i APO 7y ?PQ\J 4l 1�h b^dry.4�O� O^ Dry 00 ah1 XOO ab,\y�+��i �� b ASTER AVENUE ^ 6 47so Ja Ox 1 O b h 6 0 4, `��4, ��4•x�0,b1y ��,a b^00 ° h�y�. `tixkJa\^ ��0` LILY DRIVE QWEST °�� `°x,��y `x��,a `�•�`x 0 4755 - -- -EXISTINPa�RRDE �, LILY DRIVE Q AST) �" x15TING.GRAQE_---� - GRADE (n PROPOSE GRAD 4760 _ 8 PROPO5Ed GRADE _ 4319 D. t � 4750 nl --------- -._. --- -- ----- -- -� EXISTING � j 4755 4750 1+00 0+00 0+00 1+00 2+00 0+00 2+00 3+00 � (7)TOP OF RIGHT CURB PROFILE TOP OF RIGHT CURB PROFILE �� a TOP OF RIGHT CURB PROFILE U Ctt SCALE: (1"=50'-0"HORIZONTAL)(t"=5'-0" VERTICAL) ,�`' Ct1 SCALE: (1"=50'-0"HORIZONTAL)(1"=5'-0" VERTICAL) QO`J Ctt SCALE: (1"=50'-0" HORIZONTAL) (1'=5'-0" VERTICAL) 4 b. y O 6 ♦ F. J F. J `'� °� O 0 b 0 ^.,'i ash .y'Sh h1h 400� � y90 �p0 0,,�'� �p0\,�G•j °r��4' h�yrya, ,50 65 b��y T�2Q,� 0�00 Q'P �,t0 �g'\�? x �'r Ox Ja h yh' 0y b1y �O `tie rah �h h y6. Q � x�" ^ F' Ox O a ,�Ja �4J,'�� ^r,J6'\� b F'♦a' 'i 0, "O J�'t' b6' b [� L J 1 0. ti ASTER A V E N U E LILY �RIVE Q\AST , ``� ti �y o-^ LILY DRIVE QWEST 6�`` �` �5ab�5 ° x��a D ti��a 4• e`�,�' 4760 4755 EXISTING CRADE O J �Ja I I 1 2 ___ Drawing Date: 7128100 i ' PROPOSEl1 CRADE 4760 PROPOSE GRADE -a. 47551"- -_-i -,_EXISTING G�RADEOPOSED _ _ _ _ -/. II( _ 4750 - - - - EXISTING GRAD£ - 896% pR n. 4755 00 1+00 — 2+00 _ 00 0+ 1+00 2+00 3+00 3 TOP OF LEFT CURB PROFILE TOP OF LEFT CURB PROFILE TOP OF LEFT CURB PROFILE AS CONSM[TCM Ctt SCALE: (1'=50'-D"HORIZONTAL)(I"=5'-0° VERTICAL) C11 SCALE: (t 50'-0" HORIZONTAL)(1"=5-0" VERTICAL) C11 SCALE: (1"=50'-0"HORIZONTAL) (1"=5'-O" VERTICAL) 7/2M #99323 i o 3 3� Cfl I) : BLOCK 9 N N �� o �o i BLOCK K sheet ,z o, ,s Q °— �,naro9 O O O 1-7 LuTl ��- 4-- t �L � O O O _ O O O O O ^' ff O ^' i it � F, u 1*9- °J � ya �e P�P�C a`aJ`,�'S.t�� 0 P7 4 (zid � � O Q� -x /--- --T 9 b GOLDENROD LANE V, DAISY DRIVE 4750 4755 O8I,�ApC.,c^/ylI 100 ti>; O j -VISTA. e+a5 PW EL. /751=22 Fil --- RAQ yQ VC 4750 ,00' PROPOS D b STA. �+ 0. EXIp.$IIN.G p0GAR�AD—E 11 EL. 4751525 — - 1 --- — cV C : h W U 474 - - -- — — - - CVOO) o0 N I ai n C7� V r O CO� LO 00! OO o O 0+00 �hR, 2+00 3�00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 h �� ROAD PLAN & PROFILE �JS �� P°.Jy �y�~ �� ROAD PLAN & PROFILE C12 SCALE: (1"=50'-O"HORIZONTAL) (1"=5'-O" VERTICAL) C ��h511\ �� 5� C12 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0' VERTICAL) Q-P Iq aka^ % b ,LJ a a %a, ya^'\' yOx 4750 GOLDENROD ANE `� 4755, DAI8Y DRIVE o e 29 - - 4750 EXMOV ---- ---- -- - ..... EXI RADE 0.9947t PROPOSED STING GRADE a Vl — PROPOSE .3Q2X N 4740 +------- - --4+--- -- 5+00 0+00 1+00 i - 2+00 — 3+I00 -- 4+00 L - 5+00 yet R•7 0+00 hy. 2+00 3 CO 00 5 r l MTOP OF RIGHT CURB PROFILE °,Jy h� �Pp�°� �,5� nTOP OF RIGHT CURB PROFILE JS1' 0 Q'P 5 C12 SCALE: (1"=50'-0'HORIZONTAL) (1"=5'-0' VERTICAL) C12 SCALE: (1"=50'-0"HORIZONTAL)(1'=5'-O'VERTICAL) Q-P as h a ox y / 0 6 y h' a \4J' 1 x a x ANE DAISY DRIV 4750 LDENROD 4755 E O° a 47501 I - Drawing Date: 7/28/00 4750 o - - - ---- _- ---' =rt— -; PROPOSED GRA _ EX1 TJNG GRADE__ --- -r--- PROPOSEq GRADE 4740 -- C12 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 (::3:TOP OF LEFT CURB PROFILE TOP OF LEFT CURB PROFILE m OaBfRUm C12 SCALE, (1'=50'-O'HORIZONTAL) (1"=5'-0' VERTICAL) C12 SCALE: (1"=50'-O" HORIZONTAL)(1"=5'-O" VERTICAL) VZO #99323 4"CONCRETE SLAB VARIES 1' 5'SIDEWALK 5.5'BOULEVARD aSLMENr EASEMENT (TYP.) IFCO STYLE$ SOLID CCVER TRENCH GRATING LINE ALL 8TREETB L,NE i ( ) 30' 30' TOP 4" OF BACKFILL —2-1J EXPANSION JOINTS WITH STYLE B FRAME (OR APPROVED EQUAL) 5' 5.5' 5.5' S' t. TO DE TOPSOIL 9-112 = j W+ 2 1 2" V 4pE- I/4"/FT 3%SLOPE 3%SLOPE 1/4"/FT 4 TFS' V r; NORMAL GUTTER LINE 51 WALK SIDEWALK DEPRESS CURB TO THIS LINE FOR a x CURB DROP. TRANSITION LENGTH $ _ c (OUTLET CHASE ONLY) 3"ASPHALT CONCRETE I ��`s I a m i - -- W \ SURFACE COURSE L RSA BETWEEN NORMAL k DROP CURB { ---•�4NSION JOINT Sheet f3 O LY GRAVEL 1 1/2"COURSE SECTIONS SHALL BE 5'-0" f ¢ GRAVEL BASE COURSE � m - - --------------- 3"OF 1 1/2"MINUS UNDER CURB AND GUTTER I SLOPE 3/4"/FOOT I w e ; GRAVEL BASE COURSE p OVER 12"PIT RUN , �— - L _FL \ - sd m i NOTES _ __ ____ �. 01 mix 1 CONCRETE INLET APRON (,7 Z ^ m I/H/Op COMPACTED SUBGRADE 1. INTEGRAL CURB AND GUTTER AS PER C.O.B.SPEC.02528 (INLET CHASE ONLY) o� m 2/111M AND C.O.B.STD. DWG./02528-1. C.O.B.STD.DWG.NO.02529-12) '�• w e e� a /m/0D X 2. SIDEWALK AS PER C.O.B.STD.DWG. O'02529-10 AND p02529. e� i DROP CURB HEAD ''Z 'a� u 3. FERTILIZING AND SEEDING AS PER C.O.B. SPEC. 02223. J , s 7- 2% COURSE �_ " (TOPSOILING k SEEDING ON CUT k FILL AREAS ON ------------ CONCRETE CHANNEL �S"' 9 8 i PROPERTY SIDE OF SIDEWALK) I CONTRACTION JOINTS �DIM$ENSIONS W AND H VARY,SIZE TO BE DETERMINED BY ENGINEER Z C e 4. GEOTEXTILE FABRIC WILL BE USED DEPENDING ON 9TE _ z IFCO STYLE S(SOLID COVER)TRENCH GRATING BASED ON 25 YEAR EVENT,BUT NO LESS THAN 6"AT CURB OPENING ,�, A" CONDITIONS AS REQUIRED BY ENGINEER i Sx,`�,� _ _ GRAVEL SEWER ACCESS ROAD (LIGHTWEIGHT NON WOVEN r NTH STYLE B FRAME(OR APPROVED EQUAL) CONCRETE SHALL BE M-4000 ZZ _ GEOTEXTILE FABRIC CONTECH C-45) - NEW CURB AND GUTTER 7 6' EXPANSION JOINTS COVERS MUST BOLT DOWN TO FRAME E AT EXISTING CURB REMOVE J,, INSTALLATION REQUIRES CITY SIDEWALK PERMIT lg yARgOf SLOPE 2K SLOPE G1tA�5 CURB AS SHOWN WITH 3" - 1-1/2" MINUS CRJSHED GRAVEL TROUGH r V h ROES NH 1 1/2- LIP FOR DRIVEWAYS g" _ 6" MINUS BASE GRAVEL IFCO STYLE S(SOLID COVER)TRENCH GRATING (SOUTH SIDE OF ANNIE STREET TO DETENTION POND NO. 1) 3"OF 1 1/2"MINUS WITH STYLE B FRAME (OR APPROVED EQUAL) H=6- W=24" W+2 1/2" = 26 1/2" 4 a= 1 GRAVEL BASE COARSE SLOPE = 1.8% IS 9 OF 6"PIT RUN V� CURB AND GUTTER DETAIL z% a EXPANSION JOINT TROUGH n Jj N IS GRAVEL BASE COARSE PROVDE EROSION 4'.T µA% )' CITY OF BOZEMAN STANDARD DRAWING NO. 2528-1 1 MI (NORTH SIDE OF ANNIE STREET TO DETENTION POND NO. 2 v Y CONTROL AS REO'D FLOWLME H=6" W=6" W+2 1/2"= 8 1/2- COMPACTED SUBGRADE SLOPE- 1.5% >J%cw.'%'--x TROUGH N TYPICAL STREET SECTIONS Nt*5 SIDEWALK 4" BASE COURSE (WEST SIDE OF BUCKRAKE AVENUE 70 DETENTION POND NO. 3) H=6- W=24" W+2 1/2-= 26 1/2- CI3 SCALE: NTS SLOPE = 1.5% 3, ONCRETE STORM DRAINAGE INLET CHASE C13 SCALE NTS CITY OF BOZEMAN STANDARD DRAWING NO. 02529-14 w 6" MATCH EXIST STREET SURFACE IFOC 714 OVERFOW GRATE SLOT WIDTH = 7.12" Iw CONS Tm NOT[Y m _ ---- 0.20'BELOW BERM ELEVATION ALL SWALES TO BE SLOPED AT 1% TO PONDS v) 1.CONTRACTOR TO CONSTRUCT DITCH IN ACCORDANCE - - - --- C/] WITH THE DETAIL SHOWN ON THIS SHEET --- _ - UNLESS NOTED OTHERWISE ON PLAN MINIMUM DEPTH SHALL BE 2 FEET U _ - MINIMUM BOTTOM WIDTH SHALL BE 15 FEET BERM' MAXIMUM SIDE SLOPE SHALL BE 4:1 O �.l TOP POND ELEV= d747.97 FLOW DEPTH 2.CONTRACTOR SHALL PROVIDE A MINIMUM Of 6"OF EQTv. WART AM Oz W - nsE sPw ATEA WiIcxTLPc v FABRICATED STEEL COMPACTED TOPSOIL LINER WITH THE DITCH CROSS 9ZE 9p F (T) FOOT Ws 8"INLET GRATE SECTION, THE TOPSOIL SHALL BE MIXED W PROVIDE 6" COMPACTED ' 511-711 SENTONITE BY VOLUME. BENTONITE SHALL U POND TOPSOIL TO FLOW DEPTH BE THOROUGHLY MIXED WITH TOPSOIL PRIOR TO I� Q PLACEMENT. UNER SHALL EXTEND TO THE I FOOT _ FLOW DEPTH UNE AS SHOWN ON THE DETAIL, NATURAL GROUND CONCRETE HEADER DETAIL ro _ OUTLET PIPE m SWALE TO DETENTION POND p3: 12" WIDE BOTTOM z 12" DEEP COMPACTED BACKFILL(TYPE A) i rc C13 SCALE: NTS `PROVIDE RIP RAP AT ALL %� DOT POND ELEV= 4745.97 PIPE OUTLETS TO DITCH 6"MIN.BEDDING(TYPE 1) r 4"THICK PRECAST CONCRETE SWALE CROSS SECTION DETAIL 4 1 EXISTING GRADE C13 SCALE: NTS `� 36"DIA, 44-DIA. INSTALLYYYf 4"OF 3/4"ROAD MIX B POND N0. 1 OUTLET DETAIL NOTE: V1 ��--- - C13 SCALE: TUTS SEE SHEET Cl FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS + I LAYING LENGTH I 1" 2 TRAIL CROSS SECTION EXISTING GRADE EXISTING GRADE 6 4"MIN.BEDDING 55PA" C1} SCALE;NTS - IFOC /714 OVERFOW GRATE SLOT WIDTH = 2.9T EOWIIIADIAM SECITOV WANSLtRY WCOM 0.20'BELOW BERM ELEVATION /1 5 CONCRETE ARCH PIPE BERM C3 SCALE:I"-I,_0- TOP POND ELEV= 4746.18 TYPICAL DETENTION POND DETAIL zQ FABRICATED STEEL O POND B"INLET CRATE C13 SCALE: NTS E-0 o I� BOT POND ELEV= 4747.18 OUTLET PIPE PROVIDE RIP RAP AT ALL z PIPE OUTLETS TO DITCH FRAME k COVER TO BE CAIRD NO. 52441, A Q b MCI 305 FRAME, 305 A COVER, OR rll IFCO 772 FRAME, 772-B COVER. \-4"THICK PRECAST CONCRETE (COVERS SHALL HAVE 1" PICK HOLES) \ r 36"DIA. ( � CHANNELS VARY CENTER OF MANHOLE L� D 44"DIA, m�s 2'-0" I_AL1ERrvATE DE9CN F \ Q �q4 Q W I rTl Ill „ POND N0. 2 OUTLET DETAIL ��11 fWIWWI LOCI tswv. WTcnr aw asE �w L Xro.0 I O sEcnoN les C13 SCALE: NTS w. s•sP.- sl yr s ro .Ip-Is uAe-w x sc re Q CHANNEL TO FULL PIPE DEPTH V IFOC/714 OVERFOW GRATE SLOT WIDTH = 6.17- STEPS®16" O.C. SECTION A-A' 0 0.20'BELOW BERM ELEVATION NTS _ NOTE: BERM pµ 1� . TIE HOLES ARE CAST IN SECTION AS REO'D FOR TYING TOP POND ELEV= 4739.58 PRECAST REINFORCED CONCRETE MANHOLE RISER FLARED END SECTION TO ADJACENT SECTIONS. FABRICATED STEEL 8"INLET CRATE AND ECCENTRIC CONE TOP MANUFACTURED IN POND ACCORDANCE WITH ASTM DESIGNATION C-478 X Y / NOTE: o ,ALL JOINTS BETWEEN MANHOLE SECTIONS, N O / 1^0. O( _ OUTLET PIPE ._.. _ T� / , � MANHOLE RING AND TOP SECTION, AND AROUND .,PROVIDE RIP RAP AT ALL A �1=1�SEWER PIPE INTO MANHOLE SHALL BE WATERTIGHT rc r n fs- t I IS BOT POND ELEV= 4737.59 - PIPE OUTLETS TO DITCH ST-' DMLri7Lg Date: 7128100 4" THICK PRECAST CONCRETE L = - - ___ POUREDT MIN.OR PB"UTOED-IH CKNBELOW p PESE. PRECASTONOUE END ON INIET DTI 1EI GROOVE ENO ON OUTLET 36"DIA. LGNgITGONAL�� A' PRECAST, MIN. 6" THICK BELOW PIPE 44"DIA. 5 4 0 _ ED SLAB TO SUPPORT ELBOW OF DROP INLET to FLARED END SECTIONS C13 C13 SCALE: I"-I'-D" r Q Q��! ,2' POND NO. 3 OUTLET DETAIL 13 SANITARY SEWER MANHOLE A8 CONSTRUCTED - C13 TUTS CITY OF BOZEMAN STANDARD DRAWING NO. 02722-1 7128/00 C13 SCALE: NTS 99323