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HomeMy WebLinkAboutWillowbrook Condominiums - 1995 version WILLOWBROOK CONDOMINIUMS WATER AND SEWER PLANS BOZEMAN , M ON TAN A I � I 3 13N I I I li # WATER MAIN "C" - m SHEET 5 SEWER MAIN "B" - SHEET 2 ; I I I Il II I I I I GENERAL NOTES 5 _ I e'ws 6•w ew �. w 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), WATER MAIN "B" - 3rd EDITION, INCLUDING ADDENDUM #1 DATED AUGUST, 1991, e• \ SHEET 6 AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, AUGUST, 1994. I / w 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND I SEWER MAIN "B" - �— — — — — SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN ill SHEET 2 WATER MAIN "D" - APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN SHEET 5 SEWER MAIN "C" - ENGINEERING DEPARTMENT. SHEET 3 3. AT LEAST TWO WORKING DAYS PRIOR TO THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE CITY OF BOZEMAN AND THE ENGINEER, O I 3 a WORKING DRAWINGS, SPECIFICATIONS SHEETS, ETC., FOR ALL o I SEWER MAIN "A" 6•w EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. w I SHEET 1 INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. N I WATER MAIN "B" - SHEET 6 A 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED ¢ I UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 3 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT II l mI� LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. MINIMUM COVER OVER ALL WATER MAINS SHALL BE 6.5 FEET. 5 SEWER MAIN A - A MINIMUM VERTICAL SEPARATION OF 1.5 FEET, AND HORIZONTAL 6 w SHEET 1 SEPARATION OF 10.0 FEET BE MAINTAINED BETWEEN ALL WATER AND SEWER MAINS. 6 w r-6'w 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE l DISCRETION OF THE CONTRACTOR. • 8. TRENCH BACFILL SHALL BE TYPE A . w 9. BENCHMARK: NORTHWEST BOLT ON BONNET OF FIRE HYDRANT AT THE NORTHEAST CORNER OF NORTH 23rd AVENUE AND W. BEALL ST. �6'w ELEV. a 4788.46 I WATER MAIN "A" - SHEET 4 I N. 25TH AVE. WATER MAIN "A" - SHEET 4 19 IIIJ AS—BUILT DRAWINGS 5-05-95 O L-24-95 P,y .a By. Rocky Mountain Engineers SIZE PLANREo190N: 3-20-95 1700 W. KOCH ST., SUITE 7, Bozeman, Montana 59715 (406)586-4859 SHEET 1 OF 7 DETAIL - BASE FOR MANHOLE #1 4" SEWER SERVICE STATIONING PHASE 1 TOP OF SHELF•ELEV.OF D+72 27.5'(RT) TOP OF 8"PIPE D+75 9.5' L 2+82 19.0' L 2+85 19.0. L CURVE CHANNEL IN THE SEE STANDARD DRAWING 02722-5 2+90 25.8' R11�� DIRECTION OF ROW IN FOR CHANNEL ALIGNMENT. I+9J 25.7' Rn THE 15'RCP 5+05 9.5'ILL n - ,' SLOBSLOB .' L5+20 32.5' R5+22 32.5' 8'PIPE SET BOTTOM SECTION OF BARREL ON 8•CONCRETE BLOCKS(MINIMUM PHASE 2 1 2" .�.' OF J),SO THE BARREL DOES NOT 6+50 20.5'(FIT) - ';:::Y: -- •:� BEAR ON THE EXISTING 15•RCP PIPE. 7+15 14.8'(Ln '<': POUR MANHOLE BASE IN-PLACE. 9+79 9.5'(LT) �.-:.�1. P& .•,._�•, ~:. A, / / 10+70 58.9'(LT) •'s'-"�.a'L. ..,. ; c .i:! .8 MINT, I I •St ZO I -- -� _ I I - ..i I -- -- - / N / // ' f'�15" li WATER AND SEWER STA. 5+35 — END PHASE 1— INSTALL PLUG PLAN VIEW SECTION N I MAIN EASEMENT BEGIN PHASE 2 STA 1+64.61 -INSTALL M OLE J2 / STA OLIO INSTALL 128 LF. u I / 18• ;MP AT 1 ENTRANCE ROAD II / 1 I ii --�— —e•ss _ I�� � / � I I I II I �W B'ss I WATER AND SEWER —— B'W _ I / 1ya __ —— — _ MAIN EASEMENT �I 3 4 6•SS \ M� I II ui 8'W —— —— \ I l 0 25 50 100 N STA 3+90.47-INSTALL _ MANHOLE I I SCALE: 1"=50' STA O+00-MSTALI� ii _--- ---N----_ TA 7+36.66-IN� / MANHOLE/1 OVER 1 I �� �� MANHOLE/4 Ex15TNG 15'RCP I I \ \ SEWER MAIN.SEE \\ \ I I AS—BUILT DRAWINGS DETAIL THIS SHEET. I \ B� \ STA 8+7 `N — STALL MANHOLE/5 / Rocky Mountain Engineers I � I 1700 W.KOCH ST.,SUITE 7,Boz—,Mmlana 59715 8•W 1 (405)586-4859 J PROJECT: VALLOWBROpC CONDOMINIUMS cf— — SEWER MAINS i DESIGN BY: DATE: DRAWN B7: DATE: N. zsT>i AVE. STA 10+79.95- INSTALL MANHOLE/6 RHC 6-16-94 AH 7-13-94 WITH 3'STUB TO THE EAST.INSTALL IN-LINE WYE O END OF STUB FOR REVISIONS: DATE: CHECKED BY: DATE: SEWER SERVICE.PLUG EAST END OF WYE. CITY LETTER 9-22-94 airy LETTER 11-17-94 SITE PLAN 3-20-95 AS-BUILT 5-05-95 N Y 1 N ;9 I n ♦1 1 Z PROPOSED FINISHED GRADE - 4)80 4780 F -- - _ _ W EXISTING GROU D PROFILE __-__-- ---- 4775 - 1.057E 8'PVC - - _ 4775 Ho 1F - � — ________ LF. PVC •0.7 1~ 77. _ 4770 z --� -- -- NEW 8"WATER MAIN 'j,1B7L Z - __�__ 348.19 ---- 18•MIN IF / SEPAR 11 r 4765 / F.8'PVC 0.40% 4765 164. L.F.8'PVC D 0.401f 6 - 18•MIN. 4760 SEPARATION � 4760 EXISTING 10• A.MAIN r r EXISTING GROU OD ELEVATIONS ,p SEWER MAIN n n rr•' d and n m .00 1+D0 2+00 3+00 4+00 5+00 6+00 7+D0 8+00 9+00 10+00 ll+D0 l i SHEET 2 OF 7 WATER MAIN EASEMENT I N I I I / \ In ® \ B• J I C Ir su 4+a.56 STA 10+30.4- a INS ILL MANH /3.2 INSTALL MA4HOLE/3.4 tJ \v \\ \ (FLA HOLE) STA 6+30. - 3 II N \ INSTALL MA4HOLE p.3 I ® \ N N STA 11+41.82-INSTALL \ _�i� -�{i -- -- ___ - I MANHOLE/3.5 W/30'STUB - TO THE SOUTH 0 1.0%GRADE. \ 8"SS --- ----- 8,S 8"SS 1 8"W - B-W INSTALL C ANOUTS 4" SEWER SERVICE STATIONING / Y • O 50'O.C.(TYP) ® PHASE 1STA. 1+75 20.5'(R�T�STA. 2+27 9.5'(LT) \\ WATER AND SEWER ((((T�) _ 3-43'x27 CMP, l \\ MAIN EASEMENT STA. 2+53 20.0' L -6"SERVICE / BO'LONG W/ STA.3+75 18.1'(LT) O In 0 - FLARED ND / \ \ H��.�l STA.3+90 20.5'{{((RT) 0 SECTIONS \ STA.5+3418 19.3'(_T� STA 2+33.29- • Q, / Z INST LL MANHOLE 1y3.1 STA.7+38 9.5' L 0ri1 / / ` \ B• STA.7+41 9.5' L F / \ �` \ STA.9+82 15.0' L / STA 3+18 TO 3+40-INSTALL 2"THICKNESS OF STYROFOAM \ \ \\ STA.9+85 15.0' L 40 BRAND HIGH LOAD INSULATION. BED IN MINIMUM OF \ STA. 9+92 20.5'(R 3'OF 3/4'MINUS CRUSHED GRAVEL. SEE DETAIL \\ STA. 9+95 20.5'(RTT) N THIS SHEET. / \ STA 2+53-INSTALL 8'X 6"WYE AND / 20 LF.8"PVC SEWER PIPE SERVICE TO --1 7 EASEMENT LINE ON 0.64%GRADE. /SS REMAINING 140 LF.,B"SEWER SE jz SHALL BE INSTALLED ONLY AFTER TESTING / AND ACCEPTANCE OF 8"SEWER MAIN. 0 25 SO 100 WATER AND I SCALE: 1"=50' MAIN EASEMENT I PIP IN INS AXON " I I AS-BUILT DRAWINGS I I 1 I oll I 3 I PrgarM BF 4040. Rocky Mountain Engineers 1406 W.KOCH ST.,SUITE 7,Boxemrn,Montana 59715 II I (406)SB6-4859 I� ---- --- -- - _ I 1 a. 40 BRANDEHIGH LOAD INSULA71G11. ��3' B'SS _ I IN MINIMUM OF OF PROJECT: NILLOWBROON CONDOMINIUMS II I B"W SS _ ( 1 ME US CRUSHED GRAVEL. 3/4' 6'��2" SEWER MAINS ------ WATER OR SEWER MAIN 8 - --- B"SS \ DESIGN BY: DATE: DRAWN BY: DATE: IIjjIIII � _ 8•Iv \ � RHC 8-18-94 Ali7-13-94 N Il ii _ CHECKED BY: DATE: _-- STA 0+00(E)-STA 3+90.47(N)W - -- ----� \\ CITY_ETTER 1 9AT2: 94 CONNECT TO MANHOLE/3 _ \\ 3.5'MIN. CITY LETT RPLAN 1 2o-95 AS-BUILT 5-05-95 0 3 W2 i m -z m n� rvI= Y 1 j W o n N 1 zrN r ♦�I s �z you tnl l; nl +�Z S i U I Z Oir S ZZ tln mp n n < b 4780 9i'6' (n l r 1 I r Y rl r --- NEW 12 WA R MAIN 4780 II 1� H Iv A h IY x Z z z XISTING GROtA D PROFILE i_ii z z ROPOSED FINI IHED GRADE 4775 i i i zii� - 8 LF,e"PVC•1.067C _ PVC 0 'g 4775 4770 400.00 LF.8" am INSTALL 30'STUB TO SOUTH 1.0% 4770 3 4J'K27•CMP 0'LONG W FURED END SEC71 S 4765 233.29 LF.8VC"P O 0.40% 214.27 L.F.8"PVC •1.17% IS"M .SEPARATION iL' - -- 4765 n NE 8'WATER Mt b 4760 I N 4760 z Z r SEWER MAIN " _ o N 0+00 1+00 2+00 3+00 4+00 5400 6+00 7+00 8+00 9+00 10+00 SHEET 3 OF 7 I I I I j I I I � WATER MAIN I \� EASEMENT / I � � I � I </ .�\ e•W \ w II m \ I \ \ a I \ \ STA 0+00(W)�STA 6+30.14(N) ————— I \ CONNECT TO M _ --- ---- ANHOLE 03.J ————— \/ -------- B'SS \ 8'W B'W B'W STA.0+5&00-BEGIN � 4• SEWER SERVICE STATIONING / STA 051. —INSTALL MANHOLE/J.3.1 \\ PPHASE LUG. 2. REMOVE B' \ PHASE 2: STA.0 98 25.5' RT '4 STA 0 .00—END PHASE 1 \ \ STA.2+43 1J.3' LT © Q jjj INSTALL PLUG. \ \\ �7 STA 2+43 13.5 LT) / STA.2+93 30.0' R) STA. 4+16 54.0' Rl / \ \ C STA. 4470 49.0' RT STA 3+03.16—INSTALL \ MANHOLE .3.2 \ STA a+28.37— ALL M OLE/3 3.3 1l \ \ W/3'STU T AN OF 45%IN T \ \ IN—IN O END OF STUB FOR SE R t1 SERA AND PLUG SOUTH END OF M SS \ B'SS I 0 25 50 100 e W _ SCALE: 1'=50' _ — f WATER AND SEWER .qp AS—BUILT DRAWINGS MAIN EASEMENT ) ' 3 WryoM ey. m Rocky Mountain Engineers 1700 W.KOCH ST.,SUITE 7,Bozeman,Montana 59715 (406)588-4859 ' ) PROJECT: WILLOWBROOK CONDOMINIUMS ( ' ' I SEWER MAINS DESIGN BY: DATE: DRAWN BY: DATE: ' I RHC 6-16-94 AH 7-13-94 REVISIONS: DATE: CHECKED BY: DATE: i CITY LETTER/1 9-22-94 1 CITY LETTER 11-17-94 SITE PLAN 3-20-95 AS—BUILT 5-05-95 m g F 1 i w1�1 4795 _ - o� li rs ~2 4785 ao Y + vPROPOSED FINI ED GRADE Z 4780 1 V 1 A j j ZZ 41111 Z EXISTING GROUND PROFILE ii 4775 --- � ----- .pVC 4775 St.OJ Li. 2T F p Q tTi B'PVC 4770 _ 0.597G I 4770 T.". ARATRIN 4765 4765 2 81 O� 1 EXISTING GROUP 0 ELEVATIONS, SEWER MAIN 'C" ri d O1 a e 0+00 1+00 2+00 3+00 H00 SHEET 4 OF 7 3/4" WATER SERVICE STATIONING PHASE 11+04 14.0' R STA 13+66.49(W)-STA 4+30(N) STA.1+27 20.3' L 27 STA. 2+ 2 213.0 - - - - - (R STA. + 18.3'((R STA. 4+83 20.0'(RT B• \ STA 13+85.30-INSTALL \ `�C 90'BEND W/THRUST BLOCK PHASE 2: STA 5+65 17.8'(R / \\\• \\ STA.5+87 25.2'(L N \\ \\ TA. STA.6+61 31.4'({{LT) S 7+6+92 219.7'(LT) \ STA.8+87 87 24.0' L STA.11+31 15.0' RT / b / /M1 -- - 6.55 - - -- STA.12+95 15.0' L STA.13+OS 15.0' R OI_ I I / `--- --6•W - STA.13+82 66.3' R I, / / / Ir----J STA 13+38.73-INSTALL 11 1/4'BEND N __ _ - V) _ / wD WATER AND SEWER / I STA 7+22.30-INSTALL 6',22 1/2.t I ; MAIN EASEMENT -� 11 1/4'BENDS WITH THRUST BLOCK SEE DETAIL,SHEET 5. I WATER SERVICE I I I (TYPIC OF 14) I -ICI i I STA.D+09- I i •y� INSTALL 128 LF. I jj 18'CMP AT II ENTRANCE ROAD 6•SS I� I I 1� I 1 I I li I STA 9+97-INSTALL 8•GATE VALVE I TA . _INST B%B•TEE W/TH ST BLOCK ----_ - -- WITH THRUST BLOCK AND VALVE BOX I I I TA 3+a. e•x e•REDUCER LISTBL I � 7 - ry 30'WATER MAIN EASEMENT 6•W 8 ess u 6•W _-- a-W - N it � _ { - -- -�\ � m ; 0 25 50 100 STA 0+02- i� STA 1+5 -INSTALL ---- - --- \ ( I SCALE: 1"=50' 1 1/4' D CONNECT TO EXISTING \\ \ 10"WATER MAIN WITH \ \ I TAPPING SLEEVE AND \ \ I I AS-BUILT DRAWINGS VALVE(0i 04), THRUST TA 3+78.90- INSTALL t/• BLOCK.AND VALVE BOX STA 4+00 INSTALL •GATE \ TY ---- -- 11 1/4 BEN VALVE WITH THRUST OCK AND N STA 0+l5-INSTALL 8•X B•TEE, VALVE BOX e"ss - ;g° Rocky Mountain Engineers i 17.5 LF.6.0.1,PIPE,AND FIRE HYDRANT _ 6•w --_- 1700 W.KOCH ST..SUITE 7,B-on,Montana 59715 W AUX.VALVE ASSEMBLY(W/THRUST _ 10 _ (406)SM-4859 BLOCKS AS SPECIFIED) _ I _ ------ PROJECT. WILLOMHROOK CONDOMINIUMS "�- - SEWER MAINS N. 25TH AVE. STA.5+25-INSTALL 6•z 6•TEE,19 LF. STA.5+30-BEGIN PHASE 2. STA 9+92-INSTALL 8•X 6' E, DESIGN BY: DATE: DRAWN BY: DATE: D.I.PIPE,AND FIRE HYDRANT W/AU%.VALVE REMOVE THRUST BLOCK AND PLUG FROM IS LF.6•D.I.PIPE,AND FIRE HYDRANT STA 10+78.45-INSTALL 90'BEND ASSEMBLY(W/THRUST BLOCKS AS SPECIFIED). 6•x 6•TEE. INSTALL 6•GATE VALVE, W/AUX VALVE ASSEMBLY(W/THRUST WITH THRUST BLOCK R.H.C. 7-1-94 AH. 7-15-8{ STA. 5+30 - END PHASE 1. BLOCKS AS SPECIFIED) REVISIONS: DATE: CHECKED BY: DATE: INSTALL 6" PLUG AND THRUST CITY LETTER 9-22-94 BLOCK. CITY LETTER 11-17-94 STA 0+60.30- INSTALL 6•,22 1/2'k SITE PLAN 3-20-95 11 1/4'BENDS WITH THRUST BLOCK AS-BUILT 5-05-95 SEE DETAIL,SHEET 5. o W" �x iI>il �p Al F WQrc z �$ j j jm \ "aLia " irc IRi ioG3 • xo � 4785 " <� ~ ♦♦oo a " VI iO3m � VI'f 4785 o Ym>< $w g� mj7 Rrc m 4750 < -36( m 36{ Ind "1E _ 4780 FINISHED ADE _-- 4775 4775 ---- 6.5'MIN. - COVER TYP) 4770 -- --_--- --- • E STING GROUND PROFILE 4770 /'y- 6.5'MIN. 4765 1 I COVER(TYP) 4765 J NONE: THE GROUND SURFACE SHALL BE BROLAHT T FlISHE GRADE WHEN THE WA R MAIN IS INS ALLED TO PRE F ENT FREEZING IF THE MAIN WHEN FROST IS IN THE GROUND. 4760 4760 I I SING 10•WATER MAI i EXISTING GR NO ELEVATION WATER MAIN A" m m n o m n o - ry o ry o 0+00 1+00 2+00 3+00 4+00 1 5+00 6+00 7+DO 8+00 94 10+00 11+00 12+00 13+00 14+00 SHEET 5 OF 7 1 i I STA 1+74-INSTALL 6'X 8'TEE,11 L.F. I 3 3/4" WATER SERVICE STATIONING 6'D.1 .PIPE,AND FIRE HYDRANT W/AUX. VALVE ASSEMBLY(W/THRUST BLOCKS AS I iv I WATER MAIN"C' (PHASE 11 SPECIFIED) I I I 1+26 19.0(LT) 1+00 49.6(LT) STA 1+84.22-INSTALL 8'PLUG 30'WATER MAIN WITH THRUST BLOCK \ / EASEMENT WATER MAIN"D" (PHASE 2) JA(// L I 0+50 16.6(RT) J I 1+55 9.5(RT) STA 0+20-INSTALL a I 1+9 .8(LT) 6'GATE VALEVE WITH m I 2+701 29 17.8(RT) \ THRUST BLOCK AND I 3+23 20.5(LT) ALVE BO% 3 ew I \ \ STA 0+00(W) STA 6+11(S) _-- --—--- --- — \ CONNECT TO 8"X 8'X 6'TEE - _ STA G+25-END PHASE 1. STA 1+18.95-INSTALL - INSTALL 6'PLUG W/THRUST BLOCK. 1 —8 SS 22 1/2'BEND 8'SS B'SS 8'W- 1 \ 8"W _ -- STA 0+00(NE)-STA 4+26.57(S) Q CONNECT TO 8"X 8'X 6'TEE ` STA 0+46.61 -INSTALL / STA.0+2 -BEGIN/�P� SE 2. B 45'8:11 1/4'BENDS / REMOVE 8 PLUG Y/TH UST I \W/THRUST BLOCK. SEE p BLOCK. IN TALL 6 GA VALVE B K, UIL THIS SHEET. \•/ Q © W/THRUST LOCK h V VE BOX.Z _ _ �+ STA 4+21.41 (Ni�STA 13+65.30(W) WATER MAIN C / \ CONNECT TO 90 BEND oil ' STA 4+15-INSTALL 6'GATE VALVE WITH THRUST BLOCK k VALVE BOX ll 22-1/2' BEND - ----OR 45'BEND W/ 8'SS I 0 25 50 100 THRUST BLOCK - B'w J SCALE: 1"=50' WATER AND SE ( AS—BUILT DRAWINGS �11-1/4'BEND MAIN EASEMENT WATER MAIN •D" Rock Mountain Engineers STA 4+08-INSTALL 6"%8'TEE,17.5 Y 9 6'D.I.PIPE,AND FIRE HYD ANT W/AUX. 1700 W.KOCH ST.,SUITE 7,Bozeman,Montana 59715 VALVE ASSEMBLY(W/THRUS BLOCKS LA 7?" SPECIFIED) ( )588-4858 PROJECT: WILLOWBROOK CONDOMINIUMS STA 3+07.89-INSTALL ( ( SEWER MAINS 5',22 1/2'&11 1/4'BENDS W/THRUST BLOCK. SEE DESIGN BY: DAWN DRAWN BY: DATE: DETAIL DETAL THIS SHEET. I ( R.M.C. 7-1-94 A.H. 7-15-94 VI DATE: CHECKED BY: DATE: 22-1/2' AND 11-1/4'BENDS ( I CITY TTE LER 9 ?4 45' AND 11-1/4'BENDS I 1-2- SITE PLAN 3-20-95 AS-BUILT 5-D5-95 0 mj io �o o �o m�rc c`>i 0 ~ N b > W <am xIC > $♦ _ya ♦a O♦♦m oa6W mK �0 Y Ym 4785 4785 4785 a I^ H m>$' m 4785 PR J GOPOSED FlNI ED GRADE ^V o�G F 4780 10 4780 4780 _ - --_ 4780 EXISTING WOUND PROFIUIi PROPOSED FlNI ED GRADE _ - 4775 4775 4775 4775 _ 6.5'MIN. EXISTING GROUND PROFILE COVER( ) 4770 -.. 4770 4770 - 4770 B.5'MIN. COVER 4765 4765 4765 4765 WATER MAIN 'C" WATER MAIN D" XISTING GROUID ELEVATIONS EXISTING GROU D ELEVATIONS m m o F F � m 2+DO 1+00 D+00 G+00 1+00 2+DO 3+00 4+00 SHEET 6 OF 7 N 3 I T I WATER MAIN WATER AND SEWER EASEMENT STA 4+35-INSTALL 8'GATE VALVE MAIN EASEMENT A -REMOVE IN N \ WITH THRUST BLOCK AND 12+50.74 AND VALVE BOX I THRUST BLOCK,INSTALL 12'BUTTERFLY N I VALVE(STA.1247.74)CONNECTION T ST BLOCK k VALVE BOX AT CONNECTION TO EXISTING B• W I 12'WATER MAIN. STA 6+11 -INSTALL 3 CD I \ B'X B'X 6'TEE 3 ( STA.11+25.02 TO STA.12+50.74-INSTALL W/THRUST BLOCK I 125.72 LF.12'D.I.WATER MAIN I • v \ I n TT 8 THRUST -INSTALL N GATE VALVE - - - \\ \ WITH THRUST BLOCK AND VALVE BOX ---- ----- --- \ STA 6+15.5-IN GA VALVE © \ TH THRUST BLOCK -YALIE-BOIL---- STA.INSTALL 25 25.L. -INSTALL 12 MAIN TO T8 TEE. 8•SS 8'SS 8 8'W II W/PLUG AND THRUST BLOOCK, INSTALL LLTHURST \\ BLOCK ON SOUTH SIDE OF 12'x12'x8'TEE. i __--_-- -� STA 10+95.67-INSTALL 8'GATE VALVE STA 4+26.57-INSTALL y / WITH THRUST BLOCK AND VALVE BOX 0 B'X B'X 6'TEE b d ` STA MAINTAIN 1 DEFLECT PIPE 3' W/THRUST BLOCK / / \\ TO MAINTAIN 11 A SEPARATION \BETWEEN SEWER AND WATER MAINS. / STA S+BB-INSTALL 8'X 6'TCE 10 LF.� \ A 4+45.10- B• ® ® /NSTALL 45'BEND 8'D.I.PIPE,AND FIRE HYDRANT vlywUX L w \ Q �N © _ WITH THRUST BLOCK VALVE ASSEMBLY(W/THRUST BLOCKS AS SPECIFIED) / \ O 3/-�4�3'x27'CMP,60'LONG \ _ _ _ PHASE 1 _ W/FLARED END SECTIONS / / / \\ B• \ STA 8+74.3-INSTALL 8'X 6'TEE,12 LF. PHASE 2 Z / / STA.3+24 TO 3+48-INSTALL 2'THICKNESS \ 6'D.I.PIPE,AND FIRE HYDRANT W/AUX. p / / \ VALVE ASSEMBLY(W/THRUST BLOCKS AS F OF STYROFOAM 40 BRAND HI CM LOAD \ SPECIFIED) In / INSULATION,B'OVER TOP OF WATER MAIN. \ BED IN MINIMUM OF 3'OF 3/4'MINUS CRUSHED p / OR SEE DETAIL SHEET . \\ \\ N / STA 2+38.84-INSTALL 22 1/2'k 11 1/4'BENDS \ \\ ll II WITH THRUST BLOCK. SEE DETAIL,SHEET 5 I 1 / Ile, s II I 0 25 50 100 SCALE: 1"=50' STA 1+78 -INSTALL 8•GATE VALVE / I STA 1+73-INSTALL 8'X 6'TEE,6.5 LF. WITH THRUST BLOCK AND VALVE BOX / I 6'D.I.PIPE,AND FIRE HYDRANT W/AUX. AS-BUILT DRAWINGS i VALVE ASSEMBLY(W/THRUST BLOCKS I I I 3/4" WATER SERVICE STATIONING AS SPECIFIED) / IN PHASTTA.0+76 26.3.(LT) Rocky Mountain Engineers 1j. STA.1+15 9.5' RT) o STA.2+11 2,0' LT 1700 W.KOCH ST.,SUITE 7,B.—n,Mmtana 59715 / < < 2133 (406)586-4859 II I II STA.4+84 15.4' RT II STA.0+00 TO STA.11+25.02-INSTALL SIX 4+86 27.1'(L PROJECT: WILLOWBROOK CONDOMINIUMS Ii I I I 1125.02 L.F.8'D.I.WATER MAIN STA.5+75 23.8' L STA 0+15-INSTALL 8'GATE VALVE STA.6+83 20.5 L SEVER MAINS WITH THRUST BLOCK AND VALVE BOX STA.8+22 20.5' LT STA.9+22 24.1' LT DESIGN BY: DATE: DRAWN BY: DATE: I b II e'SS _ I STA.9+35 9.5' RT� II I STA O+OD(E)-STA 3+88.64(S)-CONNECT STA.10+29 24.4' LT) R.H.C. 7-1-94 AH. 7-15-94 8'W g'SS _ I / TO 8'x8'TEE. INSTALL 11 1/4'BEND O STA.0+03. STA.10+38 9.5 RT) li I W B W -_-- I - 8$S REVISIONS: DATE: CHECKED 8Y: DATE: I _ _ CITY LETTER 9-22-94 II S CITY LETTER 11-17-94 I II _ g•W, SITE PLAN 3-20-95 g•W AS-BUILT 5--O5-95 -____ -_-- 4 'j 41 qq ��In x** r2 O� ^a25 >o v mo4 i �w 30 �y;,$ x j I ; jm Z� F110 in IFF is 0 u 3 �_ Fx yy�� ZI 2S i¢.. Z �i �` v125 ^46 z In8 25 � gib' �x i -or -� � I- 4790 4790 aF -o!a�o F �i �j Nm I N wio m zm NF awl eN oJo Nm�xoc g nir nab m� $lim z ,o In r'Rrc mal3 -rc �` +a as +n�� IF 4785 4185 O V0 nO3w C 8'WAR IN 2'WATER VAIN TE 2'PLASTIC NATURAL GAS N N; 4780 4780 PROPOSED FINISHED GRADE EXISTING GROUND PROFILE 18 MIN.SEIFARAT ON 4775 [18'MIN. NEW "SEWER NEW 8'SE R MAIN EXIS G 12'WATER AIN 4770C.V MIN. SEP A110N 3-43'27'CMP 60' G COVER( ) W/FLAR END SECTION TI4765 PAR 4785 `R\\\ NEW I SEWER EXISTING GRO1 D ELEVATIONS WATER MAIN " R n o m o ^ n ^ r a - - -- --- 0+00 1+00 2+00 3+DO 4+D0 5+D0 6+00 7+00 8+00 9+00 10+00 11+00 12+00 SKEET 7 OF 7 WILLOWBROOK CONDOMINIUMS WATER AND SEWER PLANS BOZEMAN , MONTANA I f � I m WATER AND SEWER MAIN ALIGNMENT 3 " UTILITY EASEMENT LOCATION I � I I I I I pg2 I �� ` eq jre•w n I ------ — _ o — --- 32.71\ �J \'J• —_--- --------- .13' 810565 4� 8'SS 182.58' 8•SS g+ 8+00 B•W Gil 9p �7+00 8•W B+W 73.48' ---- -- -- I S+ 178.09— e+ - 7+00 ---_--- --- m K "� \\ I �I 1j /15• a, 173.74' OFFSET FROM WATER OR SEWER ZH \ B W MAIN TO EASEMENT LINE / 113.52 00 M—� DIST CE MEN SUE POINTS / / / � ——— — N I I 00 • 9.5' // + I 1 ANGLE- TALL • ANGLE BETWEEN SEGMENTS / I 115 1-1/4'BEN I + I I k I I o I I ALIGNMENT FOR TER LINE SED I, 145.07' ————11 .548•� —— — ^__ _ 15. I �y I 1n I ROTATED 1LINE ORTH TO BE �81y� DO 8' — 9.5. IN CENTER OF SS ROAD. 34.88' 11Et34' OLD ALIGNMENT: NON LAYER CIKAN-CDS 3 — — 2 Do 8•W 2 5,89 3+00 S L w n — 348.19' 8.55 \\ I I AND PROPOSED -OLD c $ p _ _ 3+00 a•w - o-F• 7+0000 \\ I I I N ry —— — n o ——— — ——— -- — Yp ---N \ •� \ I I p —————— ————— 1S' 9+00 a•SS10+00 ---9+00 21 a. e•W o 10+ 00 1 " I IN. 25TH AVE. I � 7 AS—BUILT DRAWINGS 5-05-95 Praparse BY Rocky Mountain Engineers SITE PLAN REVISION: 3-20-95 1700 W. KOCH ST., SUITE 7, Bozeman, Montana 59715 (406) 586-4859