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HomeMy WebLinkAboutWillowbrook Condominiums - 1996 version WILLOWBROOK CONDOMINIUMS WATER AND SEWER PLANS BOZEMAN , M ON TAN A 3 ifs J 3� WATER MAIN "C" — SEWER MAIN 'B" F}+ SHEET 5 SHEET 2 Y I 3 I GENERAL NOTES 8'w s 9s---�•S 8'w8'w •W 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS i — AND THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), WATER MAIN "B" 3rd EDITION, INCLUDING ADDENDUM #1 DATED AUGUST, 1991, sw SHEET 6 AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, AUGUST, 1994, 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SEWER MAIN "B" — r SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN ' 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, WORKING DRAWINGS, SPECIFICATIONS SHEETS, ETC., FOR ALL SEWER MAIN "A" — ;� �d'� e'w EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 00 SHEET 1 INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN p I N APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. r ""WATER MAIN B — SHEET 6 N 3 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT y°' bI CI LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 6, MINIMUM COVER OVER ALL WATER MAINS SHALL BE 6.5 FEET. 8W SEWER MAIN "A — A MINIMUM VERTICAL SEPARATION OF 1.5 FEET, AND HORIZONTAL SHEET 1 SEPARATION OF 10.0 FEET SHALL BE MAINTAINED BETWEEN 8 w •s ALL WATER AND SEWER MAINS. �8'W 7. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. ' 8. TRENCH BACFILL SHALL BE TYPE A . 4 9. BENCHMARK: NORTHWEST BOLT ON BONNET OF FIRE HYDRANT AT THE NORTHEAST CORNER OF NORTH 23rd AVENUE AND W. BEALL ST. 8'w ELEV. = 4788,46 WATER MAIN "A" — SHEET 4 N. 25TH AVE. WATER MAIN "A" — SHEET 4 y II AS—BUILT DRAWINGS 4-29-96 P.ep—d By SITE PLAN REM510N: 3-20-95 Rocky Mountain Engineers 1700 W. KOCH ST.. SUITE 7, Bowman, Montano 59715 (406) 586-4859 SHEET 1 OF 7 DETAIL - BASE FOR MANHOLE #1 4" SEWER SERVICE STATIONING PHASE 1 TOP OF SHELF O ELEV.OF 0+72 27.5'(RT) TOP OF e'PIPE 0+75 9.5'(Ln 2+82 19.0 LT CURVE CHANNEL IN THE 2+55 19.0' L DIRECTION OF FLOW IN SEE STANDARD DRAWING 02722-5 2+90 25-B' Rn THE 15'RCP FOR CHANNEL AUGNMENT. 2+93 25.7' RTn) SLOPE S+OB 9.5' L PER FT I 5+22 32.5 R _ 5+22 32.5'(R i 8'PIPE SOIdT9 ONCRETEnBLO (MINIMUM PHASE B+49 20.5'(RT) 12" '�•4'j of 3),SO THE BARREL GOES NOT N 1 7+12 146' L ,.'�^.•Y: .�•' BEAR ON THE EXISTING 15*RCP PIPE ((�� ( = POUR MANHOLE BASE IN-PLACE. 7+15 14.6'((LTT))9.5 -' • II / 9+79 9.5'(LT) ?•:zL• II 3 10+70 58.9,(LT) '?.-,11:4. .." •` .i•'. Q / / •0�MINT.' .:i. O II / —I 15„ r/ PLAN VIEW SECTION WATER AND SEWER— / I I STA. 5+35 - END PHASE 1- INSTALL PLUG I MAIN EASEMENT �I/ BEGIN PHASE 2 I STA 1..11.151#2-INSTALL IXF/2 I M _ INSTALL 128 L.F. I !I y I I 18"CMP AT ENTRANCE ROAD J4 N e'S5 8-W 8'W AWATER AND SEWER SS I N �i� MAN EASEMENT \ — _N 4 BASS "1 � I II yti STA 3+90.47-SNSTALL I I 0 25 50 100 SCALE: 1"=50' STA G+00-INSTAL I �_ MANHOLE/3 V' TA 7+36.66-INSTv�L I MANHOLE/1 OVER I �� MANHOLE/4 I EXISTING 15'RCP SEWER MAIN.SEE AS—BUILT DRAWINGS DETAIL THIS SHEET. B, STA 8+75,22- I INSTALL MANHOLE/5 - Nvl hpsM By SS Rocky Mountain Engineers 5 10 1700 W.KOCH ST.,SUITE 7,BazemO n.MOntono 59715 _ 6'W (406)586-4859 _ PROJECT: WILLOWBROOK CONDOMINIUMS SEWER MAINS DESIGN BY: DATE: DRAWN BY: DATE: N. 25TH AVE. STA 10+79.95-INSTALL MANHOLE/6 RHC 6-16-94 AH 7-13-94 PATH 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/1 9-22-94 CITY LETTER/2 11-17-94 SITE PLAN 3-20-95 AS-BUILT 5-05-95 AS-BUILT 4-29-96 I P +II g a 1 3 l b m r II O II 1 O 4780 — - PROPOSED FINI HED GRADE > — 4780 - IIIIF - o EXISTING GROUND PROFILE 4775 — 7 L.F.B'PVC 1.05% 4775 n b r I y l L.F. PVC O 0.94 1NEW 4770 8'WATER MAIN 210% __ 3,,g LJ 18'MIN / SEPAR TI 4765 225.86L.F.8'PVC 0 0.40x 4765 164A I L.F.B'PVC 0.40% 18�MIN. SEPARATION 4760 — - - - -- — — -- - —_ 4760 EXISTING 10'WATER MAIN EXISTING CRW Q ELEVATIONS SEWER MAIN " " 16 19 10 D+00 1+00 2+DO 3+00 4+00 5+00 8+DO 7+00 8+00 9+00 10+00 11+00 SHEET 3 OF 7 � I I WATER MAIN / EASEMENT l 6w m I m I 3 I \ STA 0+00(W) STA 6+30.14(N) — \ CONNECT TO MANHOLE#3.3 8"SS 6'SS e'S5 e'SS 8'W 8'W B'W ` 8"W 8.W — .� STA.0+58.00-BEGIN 4" SEWER SERVICE 51ATIONING STA 0+51. -INSTALL MANHOLE#3.3.1 PMASE 2. REMOVE I, \ PHASE 2: PLUG. STA.G+95 26.0' RT)) 61 \ \ pM'1g, STA.0+98 25.5' RT) STA,0+ .00-END PHASE 1 \ T STA.2+40 STA 2+43 1 .35' LT Q INSTALL PLUG. \ \ STA.2+0 0 30 , R 0 STA.2+93 28.0' RT STA.4+16 54.0' R STA.4+30 49.0' R S ♦M1 g. STA 3+03.16- INSTALL e L \ \ MANHOLE .3.2 STA 4+26.37- ALL M OLE#33.3 1 7 W/3'STU T AN OF 45.IN T �rh� IN-LINE O END OF STUB FOR SE R SERM AND PLUG SOUTH END OF / SS \ 1 e.1 0 25 50 100 6'W SCALE: 1"=50' WATER AND SEWER AS—BUILT DRAWINGS MAIN EASEMENT I Rocky Mountain Engineers I1100 W.KOCH ST.,SUITE 7,Bozeman,Montana 59715 I (406)586-4859 ' PROJECT: VALLOW13ROOK CONDOMINIUMS SEWER MAINS ' I DESIGN BY: DATE: DRAWN BY: DATE: RHC 6-16-94 AH 7-13-94 REVISIONS: DATE: CHECKED BY: DATE: I CITY LETTER f 9-22-94 CITY LETTER/ 11-17-94 SITE PLAN 3-20-95 AS-BUILT 5-05-95 - - - AS-BUILT 4-29-96 80 ne FY 1Y 4785 o n N n �z o r 4785 �aYY ii h Wow NI 1 t ZZ I r gi i14 ROPOSED FINI ED GRADE rml z n 1 - 4780 1~1 vl IZ22 4780 z'o EXSTING GROU 0 PROFILE ii zz -- 4775 - P`1C � 123 20 - 4775 51.03 L.F. 252.1 LF.8'PVC 0,929 8"PVC O 4170 —' 4770 18'MIN.S PARATION 4765 - 4765 EXISTING GROUI 0 ELEVAnONs SEINER MAIN C" I m a G+00 1+00 2+00 3400 4+00 - SHEET 4 OF 7 3/4" WATER SERVICE STATIONING / ptiA / STA 13+66.49 PHASE 1: (W)=STA 4+30(N) STA.1+04 14.0' R 2 STA.1+22 20.3' I�T STA2+22 23.0' LTA.2+27 11.4' R STA3+30 16.0. RSTA.4+63 20.0' R B• \ STA 13 D W/THRUST R INSTALL /THRUST BLOCK PHASE 2: 6'S 90'BEND W STA 5+85 17.6'(l(RT STA.6+61 31.4'(LT) ILT� STA.6+92 9.5'((RT) / / \ STA.7+34 217 4. (LSTA ) +40 a I 3 STA.a+37 15.0' ((RT) QQ'' 1 e"SS STA.12+95 15.0'�((((LT� 2 II . / / QQ'r \ 6'W STA.13+62 66.3'(RT� F_ STA 13+38.73-INSTALL 11 1/4'BEND WATER AND SEWER— / STA 7+18-INSTALLED 6',22 1/2'h I 3 MAIN EASEMENT �( 11 I 1/4'BENDS WITH THRUST BLOCK I SEE DETAIL,SHEET 5. IN WATER SERVICE I ^I STA.0+0 - (TYPIC OF 14) 3 I ' INSTALL 1928 L.F. 18•CMP AT I i la ENTRANCE ROAD II — I I 8'SS 8'W I TA 3 8.64-INSTAL 8'X 8"TEE W/TH UST BLOCK STA 9+97-INSTALL 6'GATE VALVE TA.3+1. - 8"%6"REDUCER TRUST BLO K W1TH THRUST BLOCK AND VALVE BOX ll H 30'WATER MAIN I.IV EASEMENT - 8 S B'SS 6•W 6•W 3 e I STA 1+5 -INSTALL 0 25 50 100 STA 0+02- �� 11 1/4' ND \\ I SCALE: 1"=50' CONNECT TO EXISTING 10'WATER MAIN WITH 9y TAPPING SLEEVE AND AS—BUILT DRAWINGS VALVE(0+04V THRUST STA 3+78.90-INSTALL BLOCK,AND VALVE BOX 11 1/4'BEN STA E WITH INSTALL GATE VALVE 1ITN THRUST OCK AND ^ Pryo.eo By 8'S5 STA 0+45-INSTALL 8'X 8"TEE, VALVE BOX ^a `� Rocky Mountain Engineers LF.8"D.I.PIPE.AND FIRE HYDRANT 6"W 6 1700 W/A W.KOCH ST.,SUITE 7,Bozemon.Montono 59715 W/U%.VALVE ASSEMBLY(W/THRUST I BLOCKS AS SPECIFIED) � - 70 (406)586-4859 PROJECT: WILLOWBROOK CONDOMINIUMS SEWER MAINS N. 25TH AVE. STA.5+25-INSTALL 8"x 8'TEE,19 LF. STA.5+30-BEGIN PHASE 2. STA 9+92- INSTALL 8'X 6' E, DESI BY: DATE: DRAWN BY: DATE: D.I.PIPE,AND FIRE HYDRANT W/AUX.VALVE REMOVE THRUST BLOCK AND PLUG FROM 15 LF.6"D.I.PIPE,AND FIRE HYDRANT STA 10+70.45-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 A.H. 7-15-94 STA. 5+30 - END PHASE 1. BLOCKS AS SPECIFIED) INSTALL 6" PLUG AND THRUST REVISIONS: DATE: CHECKED BY: DATE: BLOCK. CITY LETTER it 9-22-94 CITY11-17-94 STA 8+60.38-INSTALL 6%22 1/2'h SITE PLANK/ 3-20-95 11 1/4'BENDS WITH THRUST BLOCK AS-BUILT 5-05-95 SEE DETAIL,SHEET 5. AS-BUILT 4-29-96 m � " 3� ^ At �oi� • � � a �m F+ wQrc m �rc <m J 5 y17 O 'G4J; � Xm Vj ioZG3 U� � I OjN Z F I2r z aa O ?7E3zi i?4 FvJi�a F� :� F <m 4785 _ �^ ul > 'k + n ,fi"+� 4780 _.___ N N 1n N N r°3 N - 4780 PR OSED FINISHED GRADE _ 4775 8. IN. 4775 5'M COVER 7YP) 4770 STING GROUND PROFILE 4770 6.5'MIN. 4765 COVER(TYR) NOTE: THE OR NO SURFACE HALL BE BROV T TO FINISHE GRADE WHEN THE WAR MAIN IS INS ALLED TO PRE NT FREEZING THE MAIN WHEN DST IS IN THE GROUND. 4780 -- _- -__ 4780 XISTING W WATER MAIN EXISTING ORO JND ELEVA11ONE WATER MAIN AN FO m m n o m v F g o m n O+DO 1+00 2+00 3+00 4+00 S+DO 6400 7+00 8+00 9+DO 10+00 11+00 12+00 13+00 14+00 SHEET 5 OF 7 � I STA 1+74-INSTALL 6"X 6"TEE,11 L.F. I 3/4' WATER SERVICE STATIONING 6"D.I.PIPE,AND FIRE HYDRANT W/AU%. 3 VALVE ASSEMBLY(W/THRUST BLOCKS AS I Div WATER MAIN'C" (PHASE 1) SPECIFIED) I 1+26 19.0(LT) 1+80 49.6(LT) STA 1+84.22-INSTALL 6'PLUG 30'WATER MAIN WITH THRUST BLOCK / EASEMENT WATER MAIN"0' (PHASE 2) 0+53 16.8(RT) \ I J 1+55 9.5(RT) STA -INSTALL < 1+91 29.8(LT) 6"GATE VALEVE WIN m 2+70 17.8(RT) \ THRUST BLOCK AND I 3+23 20.5(LT) ALVE BOX 3 6� \ STA 0+00(W)-STA 6+11(S) — © CONNECT TO B'X 8'X 6'TEE -- STA 0+25-END PHASE 1. STA 1+18.95-INSTALL \ — INST LL 6'PLUG W/THRUST BLOCK. ' 22 1/2'BEND 8"SS 8" 8SS SS 8"W 8"W- i > 8"W � 8"W 8"W �- STA 0+00(NE)=STA 4+26.57(S) / I Q CONNECT TO 8"X 8'X 8'TEE ` STA 0+48.81 -INSTALL \ / STA.0+2 -BECIN P SE 2. B 4"k 11 1/4'BENDS REMOVE 6 PLUG h UST W/THRUST BLOCK. SEE / f"'BLOCK. TALL 6 GA VALVE 6 W N , Q © W/7MRU5T AIL THIS SHEET. LOCK h V VE BOX. WATER MAIN "C" / STA 4+21.41 (O -STA 13+65.30(W) \ STA TO 0 BEND 6• 5 STA. 85-PHAS 2.IN A STA 4+15-INSTALL 6"GATE VALVE Q% 'L SOLD EVE COU R WITH THRUST BLOCK h VALVE BOX /r \ 8• \\ ------------- w � 22-1/2' BEND —OR 45'BEND W/ 8"SS 0 25 50 100 THRUST BLOCK 6"W SCALE: 1"=50' WATER AND SE AS—BUILT DRAWINGS /11-1/4' BEND MAIN EASEMENT r/ WATER MAIN "D" STA 4+08-INSTALL 6"X 8"TEE,17.5 Rocky Mountain Engineers 8"D.I.PIPE,AND FIRE HYD ANT W/AUX. 1700 W.KOCH ST.,SUITE 7,Bozeman,M-tono 59715 VALVE ASSEMBLY(W/THRUS BLOCKS A 72• SPECIFIED) (406)586-4859 M(N. PROJECT: WILLOW13ROM CONDOMINIUMS STA 3+07.89-INSTALL I SEWER MAINS 6 22 1/2'8:11 1/4'BENDS I W/THRUST BLOCK. SEE DESIGN BY: DATE: DRAWN BY: DATE: DETAIL DETAIL THIS SHEET. I I R.H.C. 7-1-94 A.H. 7-15-94 REVISIONS: DATE: CHECKED BY: DATE: 22-1/2' AND 11-1/4' BENDS CITY LETTER 9-22-94 45'AND 11-1/4' BENDS CITY LETTER SITE PLAN 3 20-- 95 AS-BUILT S-05OS-9 AS-BUILT 4-29-96 z m o 0 U Zm N Iy� • iopr �� m pI I j ��p �In 1� m2 I I m Nm b C • > 8 p2C by m nm op W hp O O= O pp r+j� ro U 4785 4785 V' I^ I^ i° p I^ 4785 dam _m 09 I w oN ci€ ♦as ivX{ +3< + <� + +TF PROPOSED FlNI ED GRADE p o ina u�i >�1ui � �� 1^ 4780 4780 4780 EXISTING GROUND PROFILE / ROPOSED FINIS ED GRADE 4775 _ - 4775 4775 4775 � 8.5'MIN. EXISTING GR UND PROFILE COVER(T)P) 4770 4770 - _ - 4770 8.5'MIN. COVER 4765 4765 WATER MAIN C" WATER MAIN 707 MISTING GROUI I ELEVATIONS EXISTING GROU D ELEVATIONS 0 0 n n n 2+00 1+00 0+00 0+00 1+00 2+00 3+00 4+00