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HomeMy WebLinkAboutBroadwater Court WATER RIM-4787.48 LEGEND 6" WATER RIM=4785.44 WATER 6 WATER MAIN(ABANDONED) FL Na4779.35 VALVE fi WATER MAIN VALVE FL N=4781.33 VALVEFL 5-ffV3� T R MAIN INEW OUTLET CONTROL STRUCTURE EXISTING CONCRETE CURB AND GUTTER F c. DETAIL 3 ON SHEET C4.0 BLOCK A TEE -_-. '.e EXISTING SANITARY SEWER IM MANHO - cG�� ,, EXISTING POND TO BE RE-SIZED SHOWN [589 ( ) y'' ,.2 .: EXISTING SANITARY SEWER LINE I EW VOLUME-2.200 CU FT R i / Esistklq 30' Water Main Eoeement ul EXISTING 5' C SIDEWALK 7A _ n- EXISTING WATER MAIN I ~ G_pHONE 41 —-- / ---J LUiMSW F n n.7 _ 7A'�LON.—_CL�- -- nd/4/8"r with- - ELEC BOX _ ___�E' —_ __ �l� 9'WATER MAIN ,i EXISTING HYDRANT oNc. P ELE - - -—- _ __ - _ --------- 60 EXISTING WATER VALVE r _ _ -2 -- _ A I J ( 1 Sheet 1 of s .. I EXISTING POWER POLE -�-- - I T STALLED'FIRE LANE , , ❑T ,s� I PARKING SIGN -- I Z, o ��ii yU � � BUILDING TIE DIMENSION - --- — --_ __ I q s V1sAa Q s Vrm .(645) PROPOSED SPOT ELEVATION W Detent 1e) , I / ' C9 -- '4pAv TRAFFIC FLOW I 'I _______________________ ______ _ y \ - I r rf+/M ten.- DRAINAGE DIRECTION — 1 ❑T ICE PROPERTY LINE 1478615 I I I I - ADJOINING PROPERTY LINE I �I I II rJ- I I I I �L❑T -- SETBACK LINE I I -- EASEMENT LINE I J1 I I I i I k1 ❑T 1 1 m PROPOSED CURB AND GUTTER I I I I $ r� I In 1 1 - - - PROPOSED SWALE/ I I I I 1 I ' RETENTION POND CONTOUR I I I II I PROPOSED SEWER MAIN I I ' '� ` 1 q 8 PROPOSED WATER MAIN l 1 BL K J \ ' FER UUU ON — — — — 1 \ _ I I � - — — — MEA OW + �) li li + ; L❑T N I w I BENCHMARK: 1 ✓ U U► NO SIGN 1 I I - ]p I Il - J �� I ❑ ✓I I�J IV/ ACE ® I I ARROW BOLT ON HYDRANT \ 1 BENCHMARK' La—N., 31' wide Public I ELEV=4792.21 FEET ARROW BOLT ON HYDRANT-t-,� II I Utility Easement (Typ.) ® ® New 31'wide Public \ 1 - D O I I I I ELEV=4790.49 FEET — - — — — — - - — I I lity Easement(Typ.) \ v, IK � o ' 24' wide Publ' e rc I I I Access Easement NO (e 1 q I coW ,U O z I Ia l I I W1 I s N f 0 I I I z I I O d x I II llq I W W I rS ® —� __ � w 1nl W o Seals In Feet � a �� I _ I I ) I I � ❑ I IaI 20 0 20 6 0 6 bI I I t l ❑ = = rF-esto Seals In Lsters I ttl) I' I a I r,S I —I- W , I � li � I � I � I I i I •.s � IIJ Sf Cn 1{ \ 1 I I I � I E SHEET C3.0 FOR CONSTRU TION NO F+- + ) I RDW -H Public \ TA \ ` i QQ — — — — — — — — ELEV=47 FEET + g �EEE SHEET C4.0 FOR VICINITY ASAP I I I i »� l +JJ Utility E- t(Typ.�` JJ \ \ [7 1 i w r ------- Is ---- ---- ---------- - -- - 1I III Z F� O I L T 30 I - NEW Ir MAIN oo O I- — - - — - — — — -T — - `1 l v s INDEX ❑ r t I I 29 -- - - - -II , - `---�-- ' - - - t r/rWER MAN B [7a I 600 h L `t�J 2 1 (eA'� JJ 1 1 r " I I I ® oNCRETE 1 1I , I 111 � 4 I I � � s Z ; � s Z I li m �� I � T R.as I �"�;t� � �I •� (1 I II 7 D ! I All, WATER FMAIN B Er S_YR MAIN A No scuKlNc 1 - �All � BIKE LAN I U I I I I I Iis p 1 SIGN `I I + I TEM RAR I —I— 1 1. ; o .; L L. 791 I I I I I I -- - -� I ~t I L_�,I-- -- -- ---�- ---- - --- -- - -- - - - -t ------- - - --i= -- _ram= 60 I SYP1�614� — , — — — N /./ SS SEWER U E :J I PHO E Fnd 5 B*rebor with y L-03 I U/G GAS LINE I R X. LOC N _ - ---- -_ -- - _--- -- -_ -- - U� / LL_((_ — L— _ tea_—�_ LINE X --1 1 1/4- YPC(Morrison-Malerle) 8IA7E .�"' r. - - -, _ —__— ---_—_ ~�• _.__ VALVE •.�� • '^N' ' _U G PHON _ EXISTING 5_ NCRET _ ALK_ __ _____ __—_ •.s' __—__ _ __— To G Act. WATER ram, .: PHONE .: '��,r��(�-���s 470'OTJI= •, y�; CU VALVE t-,Z ,?,! BOX D ,i 1'.S' — �_ G" S229 __-- —__—6, WATE g SS SEWER NO PANKING 91K4 LANE _ __ - Ir STOP NO PARKING 6' WATER NO P G SERVICE (APPROX. LOCATION SIGN S1GN OQe Drawing Date: 1123103 °SIGN SIGN SIGN SERVICE 1 i iv DROP STORM D N EXISTING CONCRETE CURB AND GUTTER DRAWING LIST CURB FL PIP=8.99 _ _ _n i RIM=4791 45 10" WATER MAIN wnrFR A81.0 - OVERALL PLAN AND GRADING/DRAINAGE PLAN VALVE AB100 FL N&E-4783.76 AB2.0 - SANITARY SEWER MAINS A & C PLAN & PROFILE j I 1 FL W-478193 S line of HE 1 4,See. 10 SEWER MAIN— j — — -- -- — — — — — — — - - — — — - - — _ 8'/SEWER MAIN 83.0 - WATER MANIA PLANT& PROFILE PLAN & PROFILE _ SEWER MANHOL C 1/4 Car. SeC. 10 p RIM=4792.72 Nothing Fnd " v+ STORM SEWER FL N&S-4783.12 STORM SEWER AB3.1 - WATER MAINS B & C PLAN & PROFILE 9 STORM SEWER BOLT O HY F FIRE DRANT - FL E&W=4782.85 STORM MANHOLE ELEVATION 4793'11 FEET STORM MANHOLE AB4.O - DETAILS AS—BLU S STORM MANHOLE STORM DRAIN RIM=4792.87 RIM=4790.91 RIM=4790.52 (CITY OF BOZEMAN DATUM) Babcock Street OVERALL PLAN AND GRADING/DRAINAGE PLANFL=4792.02 1V17/03 SCALE: 1'=20' �102202 9 O 9j ow ma CHM 10 S t i\ p I 5,251 Sq Ft ELE 479 FEEow ON � New 31'w Puwlc •t+j ;�\\ Z —ya) • --- ------ ---- ------Utlity --�t(T�-� -- �M ---- - --- - - gI no _ — VN- . I Opl W N WA R MAIN O O 01,b -� D Y l' ON o - 102. 0 " -'t.y 105.50 te.00 9.99 46. 46.00 g ti Sheet 2 of 6 ) _ - I i --- --- - � ]-T _ 0.69vz oS I A® I00 0 35"' 2..05 24 0 4.05 _ _ 3 ®I z o (ue d� I I — LO 24 — — a� 'n'/W ONCREIE WAL ( ) I I 4 - m-� OOA'10 3 �\ ry $ NAU it I I _ I a `n p alp. o I v I M ze I 2b to I �j I !n O O c z 11 K + n I I I o,r� I — — — N =• — — s Tu y O1 I o+ I u _u -Z Z_ L S iI I I I g AT�� I U tO o f °E s n a 4 p R O Q ao Q I a IA9^ rc rn A O to m oo p 0 S oo M I TEM 'RA I I I I 1 00 Oo O R 3 S_ 1 EC I I I M O ALoE—.lwr) - ------- ---1 - - _--I-_----- S SEWER U NE � I R X. Loc 1 PHONE LINE EXISTING 5'— NCRETE SIDEWALM — — — — — — — — — — — — — — — — — — — , _ m I'1 W I .] ONE 270ro731• OxOT - - _4,09- - _ _ - - - -.- -u/GCALI ._ _ 5229 NNE - - - - - - - - - - - - - - 4.4 - W WATER 6'• WATE B' S S ER 5 AA :RACE is NO R G SERVICE AP O%. OCATION 11 cr .uun r EXISTING CONCRETE CURB AND GUTTER - �0 9 y � o 6 a 4 rL �H P px 4M p'\^e'S' x�yp'\p,\0 ,\'• M1Q�p0 SEWER MAIN A SEWER MAIN C • T (� N IN • _ � 4` SEWER SERVICES LT RT 4` SEWER_ SERVICES _ = 1+21.3 0+38.8 LT RT O ^ ' A 1+51.3 0+62.8 0+08 0+04 li I LL 2+13.3 0+86.8 0+31.7 0+22.5 V ■ _ 2+43.3 0+55.7 0+46.5 ■ -- __ + 1+34.8 -------- -- a'eo 1 +30 w/ 1+588 F.T. 0 --__ 1 1 _______- STI � EXlSAN CAS +54 +92..7 •-_ - (CONY ASSUME CTOR 7 � V£R/FY EL£VA -- ---_ _ ■ EIOS G CR--- -_-- _ _-_ � LV INSTJ ) ON \ O Q _ STA TA ?+1+ TO 70 STA T ----- -'-''O== 150.05 LF I r SDR 35 P SS O 0. WA SER CE �_j0 GS( .)o fF1r'1 ■ -- EX. B" SS O 0.40% NGS(TPP. 84.27 LF SDR 35 P SS O 0. X(AB) _ 7.7 LF 8` SDR 35 PYC SS 0.884% E. SANG PN £ W )ER SER __ L!N (EZEV. A D), d WATER 1781.37 3 27 LF 8 -35 WA 7ER SERH VC SS O 2. 0% CROSSINGS(TYR. • DAII.AYdV e I 178000 $ + o WATER SERWC£ • Drawing Date: 1123103 I • + • • �I n CROSSINGS(TYP.) Y + o 2+00 - - _ 1+00 _0+00 0+00 - - - 1+00OD 2+00 rl-"�SANITARY SEWER MAIN PLAN AND PROFILE ° AB2.0 2 SANITARY SEWER MAIN PLAN AND PROFILE C2.0 SCALE: (1'=20'HORIZONTAL) (1'=2'-O" VERTICAL) C2A SCALE: (1'=20'HORIZONTAL)(1-=2'-0- VERTICAL) AS-BUII.T un7ro3 #c122az c� I F [S89.59'24-E] 00 nt I - -� EXISTING 5'CONCRETE SIDEWALK ^� _ 6 iu A iEDSW�LE w 0.Z TAu t rw,SHEET_ nd S/8' with . ELEC BOX / --_-_�`_ -_ I NEW u�11N 1/4 'YPC( CqNC --_-IIEO 11`STKMr___-_ W G - _�- ------------�3HONE BDX_ , eat°uE='u - - -- - - I In L�T I ' oISI� q � e 205 S Sheet a3 0f�w i,•p„6 ©4.814 is 9000' 9000' @oo "o �'o 1 SOT - 4. u2 09.090'00'3 A"- � 4 ,� I bl g 3 N 0 3 LOT C4 i m e it 90'00'3L., C.Stn �F I ' I�.I OT 1 ~ la zc I 3 9000' fff o ++ I r � y TQ ml l N >o o a $ rn I I �1090Y,001 1 to 1� > P 'qe7 . q No 4,070 q Ft B CK g Z 11 $ FER ON 92.50 1 - MEA W.S p9o•oa3s" I \ 1 a L �, , s,.47 /. T. 1 I LO 4 \ �� 1 t i 090'00'35" C0 ACE �� '�� :�, I BEN S Ft 1 o ARROO�LTT 0A HYDRANT \ 1 y New 31' wide Public ® °7 ELEV=4792.21 FEET a 4 Utility Easement(Typ.) 5' 0 Sq Ft . o I Utility wide bli ` 111333��� 197.00 pg ao a Y ( Yp) ��5. 0 98.50 98.50 z 0'q0 L�, LPO, Zr ew 24' wide PubIIF Access Easement (Typ.) 101 I £ rI .61 O -._1- ' eB.27)1 a, I I I LO -0E) L1 LLF W I , ' k 98. 9 .50 SEWER MAIN D a I SJ 1 Q 51E Al) I 0 nwnn0�I 4' SEWER SERVICES 14 - LT RT n a I S I ® ) 1�,364 Ft (^ II 0+31.7 N .L � 2, Sq f[f � I 0+53.7 in 98.5 98.50 c3f I 09 10+79.7 r7 I I I 0+96 o o to 'r C0 . I o T 1 A aoo LNG_ 1lp_�__-- «'OSED G N __ 4"SEWER SERVICES LT RT r 0+24 0+08.4 g�3y O 1 " 0+24 0+30.4 �^P0 EX. 8 SS O 0.405 V. ASIUMED, 0+48 0+54.3 g�q 1+46.4 1+17.3 z. 1+94.2 1+65.2 SEWER MAIN B 9P 8" SDR4 Sr 0+50-TO--A-1+00 4790 [�] - GRADE 'WATER L(`�I -_ WATE SEWME O -------' aeo 0551 Gs(m) WWW --- 0 0 o �M O A i 148.8 LF 8" SDR 35 PVC SS 10 0.9 ° o ° 4780 DA 4 . Drawing Date: 1/23/03 so o o 3+00 2+00 1+00 0+00 o+oo - 1+00 ANA I SANITARY SEWER MAIN PLAN AND PROFILE r2 SANITARY SEWER MAIN PLAN AND PROFILE C2.1 SCALE: (1'-20'HORIZONTAL)(1-=2'-O' VERTICAL) C2., SCALE: (1'=2(Y HORIZONTAL)(1'=2'-O" VERTICAL) _ - - AS-D7 m T u/17/0.3 #02202 -- - z GENERAL NOTES `» Iri 1 4F . I. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS, MPWSS 5TH --------- -------- -------- ma I I II I I 1 .0 .5 .5 10. I~, • �lCi o EDITION, MARCH 2003, AND THE CITY OF BOZEMAN MODIFlCATIONS TO MPWSSS, r f ADDENDUM NUMBER 1, FEBRUARY 1998, ADDENDUM NUMBER 2, MARCH 2000 AND ADDENDUM 3, I P I S A - -- - - q-- I j R MAY 8. 2001. 91 j I NR I I_- --- --- -- ---- 00 _ -_ - - - - - ___ �1.�ti 19 99 ,�' 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL - a k�9o' - ; o BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE Sheet 4 0/ 6 I _s CITY OF BOZEMAN ENGINEERING DEPARTMENT. '31 1V $' - - -w 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE L � it A _ 000'00 1 00 8 V _ -_ 9 14 18, I '. ENGINEER, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., L' E 1P r_ 97• 1 )02 0 00 35" na _ y FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL C9 �� ,n,/W nN I 35" _ _ ----- - - - EQUIPMENT AND MATERIALS BY THE ENGINEER. U "yu//w 6'CONCRETE WA ( ) • q 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE GcT +°�NAw BEGINNING OF CONSTRUCTION. r,S'� ,� A Q O CIDI I 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN AT LEAST i� j I r3- o N I 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. w 0 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 2:^� --i-. 1 T 7. TRENCH BACKFILL SHALL BE TYPE A. y y rr O rp n 8. BENCHMARK: FIRE HYDRANT # 717 LOCATED AT THE NORTHEAST CORNER OF FERGUSON AVENUE (9 0 O V O AND WEST BABCOCK STREET. ELEVATION = 4793.11 FEET, CITY OF BOZEMAN DATUM 2- `dzW4 a I O W m >~ g 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. g ss i I Im I M uj 10. DO NOT SCALE DRAWINGS FOR ANY DIMENSIONS. 8 --___--- 11. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY J >E SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. 12. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING CONNECTIONS. - Q Zy.9'FJ.O_ -6� t.86 - 44.05 4R 13. THE INSTALLATION OF THE SANITARY SEWER MAIN AND SERVICE LINES FROM THE EASEMENT _- 1 oUY ��L� , sly i o° GS ARE HE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. LINE TO THE BUILDINGS T ---- --- -- -- a -- , Oi S00'YA'4r +6 s 14. THE INSTALATON OF THE WATER MAIN AND SERVICE LINES FROM THE EASEMENT LINE TO THE BUILDINGS NE _ 4j i �p ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. u nc 3/4" WATER SERVICES L1 RT 1+16.5 0+30.1 Ix 1. !t�rl �. ,� 1+60.1 0+54.1 ,,pp Z1 J• 4r y 1+84 0+78.1 2+81.9 1+42 O 04�P`'Ory ,j 3+05.9 1+65.9 JOP� O pG4'i�0 i> .��.� A� •�O`11 �° �° O'r�0 !�! 3+29.8 1+89.9 �� p.';P?\-$' & 'b1 '0�, 64 ,,pp�+eO•dE' 2+52.9 PP %1}+k,tsy_,¢Jyrp•O �°I"�iT� a C�5 py,F„ o t 5�5�O a° p'vpy 2+76.9 3+00.8 +Z�VV•� 01'� �hPJ y'ry�` 3+24.7 d t d ♦ (2Q e r o y�6�1 c,�ro ory `►Q o Lg WATER a5 MAIN A ♦X yl aw12J5�0. O♦ ry�w tP.�j,J1 ,011 4q ��QQ.. 0�o sk Rye eP' ra Gp(� gyp• y 4790 - --- ---------- --- ---- ------ _ _ --- -- Fj /�COyy rd`2 E70ST.6"W O FL-4 61 O LEV,I _ i O FL , O 2°INSULATION PROVIDED FROM STA. 3+75 TO TIE IN 4780 =80.67( 10.5 LF OF " CLASS 51 OIP WATER AIN Drawing Date: I/23/03 I DATUM ELEV 4775.00 n N m n + ABIO� m ao'o m a°S m m m 0+00 1+00 WATER MAIN PLAN AND PROME 3+00 4+00 AS-BUILT C3.0 SCALE: (l'-20'HORIZONTAL)(1'=2'-0" VERTICAL) IuA7/0.3 #02202 18,00 ' o 1. 110 p p I $ ®-= nv.) SIMALE o i 0 1 i T $W ��-�•.� o I 1 �.3 . -- - - -- -- - - - 6�5 0 Cz { 2..05 24 44.05 r w CHM D 10 S t I` _= 4 34. ;f 29.00 00 0 35'� 0. KA rT su 5,251 Scl Ft RROW ON HYD New 31' wide Public \ 0 0'35 u N. O V y LO �� �, - "47) o r I ELEV=479 FEET Utility EaBement (Typ., 00n 4 8' s Sheet 5 of 6 1.lo L------- -----O W --- O 0 NCW e R MAIN -\ � o io ns/U o CN 102. 0 00 Iz r i 1 �'l.y 105.50 Ui I ,., � I r� � � CO 9.99 46.0 ^ 46.00 8 Ili o I I o ^ o p 0 �_ Z - SQ Ft ( R O O rn ' -- - - - - -- - �- - -- ---) - - - - Ij IZ R oB a - 3 c ry ® • Ic, 1 1V cn tO 'O v o f p p gg -fi no (� �• I I i I I m I L � , 1 oo a au � "Q a° 4 ONCREIE wAL W 3/4- WATER SERVICES ♦ LT RT JG`OrgO �•CZ'S�, I-+�1 G6 P ♦ ,�'ft` ,�♦'S' 0+45.4 1+38.5 �a♦P •C�OJ�' ♦0� •y♦ 4.EP O`1• 0+69.4 1+62.8 �Q CFO 9 Q0yS 01" .5 a0' 0+93.4 1+86.8 ♦4i6 IF" ,ta,0+e,,,,}}__ ,. 0'♦ 1+18 2+75.5 '�°p0 JP 0i•" y'c�0 CZQ- �' CPry G•100 q2• OI O d'O •Cl' �♦ 1+48 2+99.5 P '�F'P'F" 5 rye♦ PO t�'P PLO p•� O' �P♦�'+' �' ♦ ♦ PJ`5'aS' '� O`1• 7+72.1 3+42.5 Gry O �� G�S♦J�'� (" 1♦•y� ci Z y P�, �O 1+96./ i 0 1��°• ♦, 'l G Q' 2+46.4 e+�1���u . �• xb °��c y�Je Q�e 0 �P�5�o' ae GPI o 2+70.4 4y PO O ♦ 0 �5�' 2+94.4 y �P�P�'�Cr 4)ham°ry 0«?x}�c'C Oti. .400�0�0 O ,y01 J`y0�� �26yOQ'ir POO.P♦a0 � Q�♦ti Ox �a'y'�Z♦O d0 O``� ♦ ♦x c�,�PJS�Q- •Z•0°'14�i'GO;S t,��S0,ti1 �tr�° oP�, - ��e ♦� ��yQ WATER MAIN C �e`�Q�♦0 cf��° 3/4- WATER SERVICES LT RT as♦P���OP��. P0. .. 0 'Sx •CZ'h 0+50.4 1� �cG.�P�1P x �J ,Q2• .y ,t, �.y �'. p ,CO. by (<5 QQ O7^♦ ♦ eD 10+42.4 t'.*gQJP�� ♦• ♦ O Q C�y 5 r° �r ♦0 1+72.4 �`11R<, �`0 Pe c� ♦'v a♦x000+ 0 ��p°ry �tay.�°�a♦�G\gai t!Q 0CS'S,�O °x S,�P�P�'C�O�J Q'O`L ♦x�i�P�,`y,�0 _ 4� P O �♦o .F9�..� ?���&co0 Pao ���J�S -_ a0�c�e° "°° alsoWATER MAIN B 0 Q'o�`0 ♦0♦ ------ ---- - -- - }�P ��O o - _ nL EXISfiING GR DE P0,G GAO,° _ _ e - GRADE N r ♦\��Q``P EXISTI GRAO�--- ------- ------ [��1 Fi Co 0 Qfp 47 'O 1�•-1 - a - X111" SEWN SE) -- 0 0 � o o 44 .7� - - 4780 L=Bt. 2 FL- 1.34 �8C1.3 =80.29 363 OF 8' CLA S 51 DIP W TER MAIN _� 0 Ci 196.3 LF OF 8" CLASS 1 DIP WATER MAIN 0 0+00 1+00 NOTE:IF OWNER ELECTS TO CONSTRUCT INFRASTRUCTURE IN TWO PHASES, FL76.7 Drawing Date: 1�23�03 AN 8' CAP AND APPROVED THRUST RESTRAINT MUST BE PROVIDED (FROM AS-BIJIL ) 2 FEET PAST HYDRANT TEE (STA. 1+01.13) Dawr AL" m g _ ANA N t n n W WATER MAIN PLAN AND PROFILE >.�e .� �1 WATER MAIN PLAN AND PROFILE �.aB AS-BUMT N No C3.1 SCALE: 1'=20' C3.1 SCALE: 1'-20' ULA7/03 -- 3 #02202 i7 VICINITY MAP ��_ - '� NARK A. I (�jHavp,1�ER --------- FCO{714 owT76LOw CPAt21P1Z`SLZf1 �gNY ASPhIKT ____ ___ 0.T0'BELOW BWI EIEVATn1NPROtq�� COWACTED I,'7 NINUS GFtAJ PFL-�� Dure1on ROTOPSgL TO FLOW DEPTH 12' iTOP POND ELL' _ ULRESTRAINED LENGTH SCHEDULELIL)SWALE CR088 SECTION DETAIL r.a r I�WuFTITINc _ MIN.RESfRNNEo ENC711 � ( , , Sheet s of 6 _'- ■O01 sAalpE 82 lr 90 BQA ar CAP �1.FEFT ULJL9 w. Dn ScCOMPACIEO CI,r F.n-:. 17(MEET PPE r 45'BEND 7 FEET 5 22.5 BEND 4 FEET S ��__ 1F•y S t/15/N ( TYPICAL_ASPHALT CRO85-SECTION BDT w L.tr LINE:7 FEET U.0 NR — -- b �� PROVIDE AT ALL RIP OEIS 6 TEE BRANCH:6 FEET �L7nB I I " f,^ycW��, o t 4�� TO Of" NOTES: ill F�a 1. ROMTHYDRANT NEEDS THE BE SEND NED 1,shy FROM THE TEE TO THEALL 90 BEND ®IyT3Au JK ON. 2. THRUST BLOCKS MAY BE SUBSTITUTED {!DIA IN LIEU OF MEGA-LUGS AT 7)E 11 THICK PRECAST CONCRETE CONTRACTOR'S DISCRETION U.S.191 ty Calege St. DOUTLET STWUCTURE NOT TO SCALE 24•-- - 4 s• �y � L •R 4•R NOTE: R 2 PROVIDE a10'- LONG CONCRETE SIDEWALKW K lYW 7.Sr NW sl n WeR AT SNOW STORAGE AREA WRTH MOUNTABLE CURB _ 17 CONCRETE SIDION JOIN( 0 4'- 0--- iA to t,e either Caird No.I b r NCI 305 hone, • I CONSTRUCTION:J(XNrS O 24'-0' O.C. O 772 home.772-8 cbr.Coven sha11NOTE:LOWER SIDEWALI(TD AND CONTROL .6'-D•G.C. StlSl/F/TTIaIrTOP OF ASTORA ELEVATIO lK CLReAT SNOW STORAGE AREASASPHALT PAVEMl r� pinta CMween manhae wcUone,monnae nnq R(AS SPECIFlm) 2x SLOPE OR ASECIFIED \ Ad ustabb rt LS.t� 7 m , 17n,and around newer pipe nto monhae Moll be CRUSHED cRAVEL O O O O O O O O O O O O `! \_T_ BASE - r uw. O O O O O O O O O O O G _ aN9m'tlbaf watertight Jointing matenai anal be•Ram NeA•or equal O O O O O O O O O O O O 2x SLOPE OR As SPECIFIED /--- ,� r—� int, t between,ew - W aus1WP WtaNu Wits uass-gcr.W a xs0 FaA meGaTl eaop e p p and monnae wall. Q :T �H BASE COURSE 1 / �.... I t 90f1Rk AT MWCIN1 A-;REQUIRED I Jr, S OF 1' WINDS GRANULAR FILL C_ /M AAW Al wai fAX9AS 5rY WI5 BtlE WrF1 4•_O•�DETA 2Preca.t rsaf—cud concrete—.hob nowI dance with ASTM dergno[ronlu Cd I. 476. COMPACTED su6GRAOE a RAMP CR088-8ECTION 1 OtCOf OTYPICAL_SIDEWALK CURB DETAIL - u.o Nrs .of NOTES, �rbpew F j,l 1 Subg1od.Ll ' bate course compact—mall conform to section 02230 minimum .Specs., 1996 coi d verbs N gep µ 2. Controaion)ants moll at placed at 10' cod at and Mall fove o minimum depth o/ t orM ann 300' ntdM of 1Th. �v Man 3- 1/2e pntan janl material Mal be placed ll II h of P,T.e,curb lumt ord a not mob than J00'Irltxval.. 1M e pnston d gutter l atoll alb a placed Umugh the full al fa o/the curt and gutter. ca.t 1. No cub and gutter shall be placed sdthout a final form inepetfon by the City Engineer or his reprs,MotM. wsw 5. Concrete Mall Lie Claw,N-1000. 6. Cmah d grovel Coss win III meet the reauinamwta of Section 02235(NPW SPECS, 1996 ed.) For curb ash gutterrsvFocement prulecta.washed rock may be used for the gravel Cows,. Vanoble }} T--� SPILL CURB AND GUTTER DETAIL g shelf-show aesa ehveN.See U.0 SCALE NUS I>r Fleabb ga,keted joints«typical - - c.o,e,SM.DWG.W.oz52B-1 � rWsesh�. _ row precast town,- detapJ s Channel-da.of pip Pre_aal e•uourea In Dlocemtorw. Pou•<d ,n In_e base, �+ I /4 ban- 1'-O'c-c I concrete thicl Hess nets�oipe us �. IL- a incnns. P ecast Doae.m .) reinforce iar 6 inches.NI baw,m (min.) reinforced os shown. 247 Reshe of . s meow. —'1 2- er A��sr YW.r �CC�MnY b hi �`s\ye arelA TOPSINOTE-storm drain 1 � �.a I m YR not/oe fmed hanri and ti,L(,w) /R !M, 1,S• W w P Wa oho. than bottom f a hole. S pip incvert Snell be 7 Aignar 14 o SECTION A-A gr 4 C_ SANITA_RY SEWER MANHOLE " 0 0 + 0-0-0-0 0 000 0 0 0 c1.o SLAIE NfS SE! O.B. DWG.N0.02722-1 CRUSHED GRAVEL O O O O O O O O O O O ') O O O �> 0 0 0 0 0 0 0 0 0 0 BASE - Y MIN. O O CJ U._O O O O O O O O O O 0 0 0 0"O O O O O O O O O O O O SUB-BASE U-BSE COURSE AS - - COMFACTEU SUOGHAUF- � oo/�1/'A N RQ O 1�2 ContmiS-bgro ti w Caw cool b compaction 0'I conform to eectbn 02230 minimum .Spct., 13/4 ed.) 2 corltraaelan}Dino.non be placed m,a abrval.one Man have a maimam deTxn of 3/4- and minimum width of 1/v 3. 1/2-esPonaion'dnt material shall bt placed a all P.C.s,PEs.curb neums and a not more than 300'rut.—I.. The ,pant,.rr l shall extend IIIII-9h the fun depth of'the curb and guttw. 154 154 4. No curb and gutter Moll be placed without a final form inspection by the City Engineer or his rep,ieentotitw S Concrete shall be Claw M-4000. 6. Crushed gravaf boss Mon at me tie rsquirement.of Section 02235(MPW SPECS, 1996 ed.) For cart,and gutter replacement pmjecte,washed rock may be used for the grant We,, OCONCRETE CURB AND GUTTER DETAIL UA SCALE:im C.OB.STD.DWG.N0.02526-1 f a a e g N Dra"Tlg Date: 1123103 s 0 ABCO AS—BUMT s 11/17/03 po2202 Lo