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Home My WebLink AboutHomes at Bridger Peak Estates INDEX TO SHEETS Project No. 131871 CANADA CONSTRUCTION DRAWINGS GENERAL - ------ 1.0 COVER SHEET ----- COF R GENERAL-CIVIL t Fa C1.0 OVERALL LAYOUT The Homes at Bridger Peaks Estates SANITARY SEWER C2.0 SANITARY SEWER PLAN&PROFILE Bozeman, Montana WATER DISTRIBUTION 0 C3.0 WATER PLAN&PROFILE Z ------------ ALLEY GRADING Br ng C4.0 ALLEY PLAN&PROFILE m,n RECORD DRAWINGS STORMWATER C5.0 STORM WATER WYOMING Y_ DATE C5.1 SURFACE WATER PROJECT LOCATION LEGAL DESCRIPTION VICINITY MAP ATRACT OF LAND IN THE NE 1/4,SECTION 10,T2S,R5E,P.M.M. NOT TO SCALE NORrH CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA 6?T PROJECT PROJECT LOCATION LOCATION 34 + TYPE OF WORK. 35 eb, 31 p THE PROJECT GENERALLY CONSISTS OF THE DESIGN AND CONSTRUCTION 3 OF A 10 LOT RESIDENTIAL SUBDIVISION. WATER AND SEWER MAIN EXTENSIONS FROM CITY OF BOZEMAN INFRASTRUCTURE WILL SERVICE XT THIS SITE AND A COMMON DRAINAGE PLAN WILL ALSO BE INSTALLED. '47A B -E f7 pp A 47ZS T Lu Z 4, NOTES: c/) 0 Lu 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,LATEST V5 ADDITION,AND COB MODIFICATIONS TO MPWSS. 0 cc -v- LLu FIR An ATFR ik 'n 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE w COBS WATER SUPPLY SHALL BE OPERATED BY COB L PERSONNEL ONLY. .j,. 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. > gn 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF cc EXISTING CONNECTIONS. Lu 09 5. UTILITIES SHOWN WERE MARKED BY ONE CALL LOCATORS. ILL 41 C/) v UTILITIES OTHER THAN THOSE DEPICTED ON THIS SITE PLAN MAY EXIST. CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR LOCATIONS OF ALL LINES AND SERVICES PRIOR TO CONSTRUCTION COMMENCEMENT. T� bFFINE LN. 6. PHONE,FIBER OPTIC,BURIED POWER AND TV CABLES DEPICTED ON THIS MAP ARE EITHER A SINGLE CABLE OR THE CENTER OF A GROUPING OF MULTIPLE CABLES. r 7. UTILITY LINES THAT END WITH NO END OF LINE MARKER 2 KEY MAP CONTINUE BUT WERE NOT MARKED. NOT TO SCALE 8. SEWER MANHOLE SYMBOLS ARE EXAGGERATED IN SIZE 13 FOR CLARITY. 6. EXISTING SITE VEGETATION CONSISTS OF NATIVE PRAIRIE USGS QUAD & PROJECT LOCATION GRASSES ONLY,AND WILLOW TREES. (-3 7. THERE ARE NO ROCK OUTCROPPINGS OR SLOPES (10 1 2000' NORrH GREATER THAN 15%WITHIN THE DEVELOPMENT I FOOTPRINT. < HYALITE Z ENGI N E E R S PLLC DESIGNED BY: G (c? 0 1111 RESEARCH DRIVE BOZEMAN, MT59718 PHONE: (406) 587-2781 FAX (406) 522-9225 MIKE STENBERG,P.E.,PROJECT ENGINEER DATE 1 .0 co WEB : www. hyaliteeng . c o m HYALITE ENGINEERS,PLLC x N HYALITE ENGINEERS PLLC N I MYALITE BM986 BENCHMARK I 0.......... RECORD DRAWINGS CITY OF BOZEMAN VERTICAL DATUM LEGAL DESCRIPTION I I I I Research Drive I ey: : A TRACT OF LAND LOCATED IN THE NEYa OF DATE Bozeman,MT 59718I Tel:(406) 587.2781 CP#OR HYD# NORTHING EASTING ELEVATION SECTION 10,T.2S,R.5E,P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA. I Fax:(406( 522.9225 818 525705.77 1563777.03 4792.37 I w w w.hyalifeeng.com 986 525268.13 1564423.72 4800.25 Z i I MASTER LINE&SYMBOL LEGEND 2353 525157.53 1564070.73 4800.24 200 525626.49 1564328.38 4791.79 Os SANITARY SEWER MANHOLE 201 525266.21 1564315.60 4797.17 CONTOUR INTERVAL=1' o I & EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT 202 525639.14 1563828.21 4790.96 0' 10' 20' 30' i � N EXISTING WATER MAIN VALVE 203 525280.11 1563815.99 4795.78 _____ I I E PROPOSED SERVICE Z EXISTING UTILITY BOX/TRANSFORMER EXISTING SIDEWALK EXTERIOR PROPERTY LINE INTERIOR PROPERTY LINE EXISTING I I ROAD CENTERNE LINE 2 O ❑ UTILITY EASEMENT o - - - 8's - - - PROPOSED 8"SANITARY SEWER MAIN n------------- ° 6"W - - - PROPOSED 8"WATER MAIN - - - - - - - - EXISTING(DIA.)WATER LINE -------------------------------________________________ - - - 8"S EXISTING 8"SANITARY SEWER LINE PROPOSED CURB AND GUTTER $i I I THE HOMES AT STORMWATER BRIDGER PEAKS ESTATES LOT 1 O DETENTION POND I - - - Fo - - - PROPOSED BURIED FIBER OPTIC LINE �0 I ! SEE SHEET C5.0 LOT 4 I I - - - GAS - - - PROPOSED BURIED GAS LINE �NPRASTRUCURE IMPROVEMENTS P m SEE SHEETS C2.0-C2.1 I - UaR - PROPOSED UNDERGROUND POWER 3 - - -; 'I - - o FOR WASTEWATER I - TEL PROPOSED BURIED TELEPHONE LINE IMPROVEMENTS BOZEMAN, MT ncR CONTROL POINT(SEE BENCHMARKS) Ip � PROPOSED STORM PONDS I I I I I I EXISTING CULVERT ...8 SCOTT 8 KEN WALKER I --; -ALLEY A w LOT g 270 FLOSS FLAT ROAD,STE.A N M -I M gl _j I „8 I BELGRADE,MT 59715 = ii lap IM T EO a CONNECT TO EXISTING _ _ LOT 3I 8"SEWER STUB I I cor 6 W Lilo s„a Lu SA Q 1n � = mI M„8 I CONNECT TO EXISTING f I i (n 6"GATE VALVE NOTES: ° O 32'UTILITY U EASEMENT - 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,LATEST Im L "° O I ADDITION,AND COB MODIFICATIONS TO MPWSS. LOT 2 p LOT 8 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE I m LOT 6 m o COBS WATER SUPPLY SHALL BE OPERATED BY COB m LOT 5 Q= PERSONNEL ONLY. I � �I m I I 01 3. THE CONTRACTOR SHALL NOTIFY THE WATER f ! I ------ -J- I I DEPARTMENT MINIMUM OF 24-HOURS PRIOR TO L SEE SHEETS C3.0-C3.1 3 SEE SHEET C4.0 BEGINNING ANY WORK. °O30 FOR ALLEY ACCESS FOR WATER j I IMPROVEMENTS I I 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF IMPROVEMENTS - - EXISTING CONNECTIONS. io i i I i i i 5. UTILITIES SHOWN WERE MARKED BY ONE CALL LOCATORS. REVISIONS LOT 7 - 2"BLOWOFF 30'UTILITY <n LOT 1 3 N UTILITIES OTHER THAN THOSE DEPICTED ON THIS SITE ASSEMBLY EASEMENT eI c PLAN MAY EXIST. DATE -- ----------- --- ---i _ JULY10,2014 6. PHONE,FIBER OPTIC,BURIED POWER AND TV CABLES THE CENTER OF A GROUPING OF MULTIPLE CABLES R -+-- -aW- ---- ---- ---- __� i DEPICTED ON THIS MAP ARE EITHER A SINGLE CABLE O _____ _____ __________ , I PROJECT NUMBER N ----�-CONPRIVATE ALLEY ACCESS ° PRIVATE ALLEY ACCESS NECT TO EXISTING----r- - - r-_ -____.__ - a� I 7. UTILITY LINES THAT END WITH NO END OF LINE MARKER 131871 6"GATE VALVE �- -s - - I CONTINUE BUT WERE NOT MARKED. 8 LE SYMBOLS ARE EXAGGERATED IN SIZE SEWER MANHOLE 3 FOR CLARITY. SHEET TITLE b 6. EXISTING SITE VEGETATION CONSISTS OF NATIVE PRAIRIE OVERALL LAYOUT - - M„9 - - - - X I GRASSES ONLY,AND WILLOW TREES. SHEET 9 - - - - O M„9 - - - - - M,.9 - - 7. THERE ARE NO ROCK OUTCROPPINGS OR SLOPES SCALE � M EAG H E R AVENUE I GREATER THAN 15%WITHIN THE DEVELOPMENT AS NOTED 3 I FOOTPRINT. CXX CV °P J ZD ---- I 1 .0 0. U 4 < ••• HYALITE Engineers,PLLC - b w - - - s„w HYALITE - - s'w L _ - I I I I Research Drive y NOTES q Bozeman,MT 59718 I �. : 'vl .I .d Tel:(406) 587.2781 4 - - ----- +---- ___ ___ _ __ i I 1. ALL UTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE Fax:(406) 522.9225 SEWER -J- T BEST DATA AVAILABLE. THE CONTRACTOR SHALL CONTACT THE www.hyaliteeng.com SERVICE LENGTH --------- (' I UTILITY COMPANIES FOR LOCATIONS OF ALL UTILITY LINES AND a MH1 -- -------MH5 m SERVICES PRIOR TO CONSTRUCTION COMMENCEMENT. 0+05.00 19.5 (R) 0+61.00 19.5 R I i y ti 1+19.37 19.5 R - m;' 2. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES -�- - 1+30.37 19.5 R I I I � � I VERTICAL SEPARATION BETWEEN SANITARY SEWER MAINS AND 1+80.37 30.5 I L �I I G � a I WATER MAINS. 2+30.37 30.5 L ¢ ¢ 2+49.87 19.5 R N 3 w------J I I 3 I I 3. THE CONTRACTOR SHALL ADJUST ALL MANHOLES,VALVE BOXES 2+83.37 30.5 R w I I AND CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL 3+19.37 30.5 R 4 �? 3+72.37 30.5 R I 3 I I CIVIUSITE CONSTRUCTION. ANY DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE w CONTRACTORS OWN EXPENSE. - I N ¢ w I I j _ _ B,.W _ _ ¢ 4. ALL SEWER AND SERVICE LINES SHALL BE LAID WITH A MINIMUM 4 w COVER OF 4 FEET. y 81 1+150 a 0I I ! SEWER B 3 5. ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY Z U N I I -t- MH4--- --------_.____.____ I I 10, DEPTHS SHALL BE INSULATED WITH ADEQUATE AMOUNT OF RIGID ¢ MH2 1 ( I INSULATION BOARD (V OF RIGID INSULATION BOARD IS THE HOMES AT m I o I 8'Wi CONNECT TO EXISTING I m EQUIVALENT TO 1'OF BURY DEPTH). BRIDGER PEAKS ESTATES CONTOUR INTERVAL=1' I LT---SEWER A- ;,5 -- -- I o' s' 30' as' 1 1 8"SEWER STUB Q I 6. THE SEWER AND WATER SYSTEM INSTALLATIONS SHALL BE IN NFRASiRUCiUREMPROVEMENiS MH3 I of ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. � 7. CONTRACTOR TO MAINTAIN A CONSTANT GRADE IN THE GRAVITY BOZEMAN, MT 4"DIA.SEWER SEWER MAIN LINE INSTALLATIONS. ' SERVICE(TYP.) m 00 I , - --------------- RECORD DRAWINGS -- ! SCOTT&KEN WALKER ----------------------- o ----------a------------ _ _ - � � __ � BY: DATE: BELGRADE,MT 59715 SEWER A-STA.-0+50.00 TO STA.4+00.00 SEWER B-STA.-0+50.00 TO STA.2+00.00 4800 4800 4800 4800 INSTALL 377.37 LF 8"DIA SDR 35 PVC SEWER MAIN INSTALL 150.46 LF 8'DIA SDR 35 PVC SEWER MAIN TRENCH EXCAVATION PER MPWSS SECTION 02221 TRENCH EXCAVATION PER MPWSS SECTION 02221 TYPE'1'BEDDIN TYPE'A'BACKFILL EG(TYP.) SCALE r TYPE'V BEDDING,TYPE'A'BACKFILL ------------ - ----- ------------ 1"=30'HORIZ. 1 -------- -- ------------- - ------ -------------- --- -\ REVISED 05/14/2014 4790 ---------- 4790 47901 I I ---, FG(TYP.) i 4790 L=120.87' EG(TYP.) S=0.41% L=126.00' L=78.89 S=0.43% L=35.61' S=0.40% 5=0.42% L=146.46' S=2.70% REVISIONS 4780' 4780 47801 4780 DATE JULY 10,2014 PROJECT NUMBER _ _ _ _ 131871 4770� z z z O z z 4770 4770 z 0 U' zp 4770 O O z O m°a O O 0U U prn�roa' rU�a L6� ^O �¢a ^¢caD n o�¢ W O n LL p O o�No Iq SHEET TITLE i x LL 5?c �' �z ? 29 w w Lw rn �ra U U SEWER P&Pw n •� ca= II ca=u o� II aC0 II a ? ? z a o o a o v SHEET 'L r J � OJW>z w II 0 7wJ II> + +wL O + J +J + +J + +Z Z 0 Jwz0 N O O ~ 0w0 r w SCALE cn2» 2» w> Qn2> o> uwwz¢w Cr. zF � U) AS NOTED Z- F X 3 4760 74760 4760 4760 CV O cD I� cD (h N N O p O m O) O I� ^ M M 7 N O 0 7 4 7 I 7 I 7 c) "i o7 C6 ch N N N M N N N N N O) O O) m O) m O) m T m T O) O) m O) m O) m r ^ r ^ r ^ r ^ r ^ r ^ r ^ -0+50 0+00 1+00 2+00 3+00 4+00 -0+50 0+00 1+00 2+00 J 2.0 aQ Q U ••• HYALITEEngine-,PLLC HYAILITE NOTES: �� NifRe -------- - I I I I Research Drive EXISTING WATER VALVE 1. ALL UTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST DATA Bozeman,MT 59718 MEAGHER AVENUE CONNECT TO AVAILABLE. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES Tel:(406) 587.2781 6"W - _ _ 61,W - EXISTING 6"GATE FOR LOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO Fax:(406) 522.9225 - - - 6"W - VALVE \N www.hyaliteeng.com I CONSTRUCTION COMMENCEMENT. i o, 6"TO 8'REDUCER 2MAINTAIN OF 10 FEET HORIZONTAL ERTICAL ".l SPA A TION BETWE N SANITARY SEWER N MA S AND WATER MAI S V N I � WATER 3. THE CONTRACTOR SHALL ADJUST ALL MANHOLES,VALVE BOXES AND CURB SERVICE LENGTH I - ----- ---- -- i ¢ I I BOXES TO FINAL GRADE UPON COMPLETION OF ALL CIVIUSITE CONSTRUCTION. ANY DAMAGED OR OTHERWISE DISTURBED BY THE 0+91.39 30.5 R ( - - - m 1+ .21 30.5 R I I ! vi CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS OWN EXPENSE. INSTALL 2"DIA. 2+07.49 30.5 R - n 2+16.27 30.5 R I I Q BLOWOFF _�_ _ °f I 4. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM COVER OF 6.5 FEET 2+51.77 19.5 L I I w HYDRANTi AND WRAPPED WITH POLYETHYLENE ENCASEMENT. 3+00.77 19.5 L I Lu i Q 3+45.27 30.5 R a --- -- 3 I m 5. ALL MAINS AND SERVICE LINES WITH LESS THAN DESIGNED BURY DEPTHS 3+53.77 19.5 R bu v I it I I Q CONNECT TO EXISTING I I SHALL BE INSULATED WITH ADEQUATE AMOUNT OF RIGID INSULATION 4+09.77 19.5 R W i „ 6"GATE VALVE W/6" i I I BOARD(1 OF RIGID INSULATION BOARD IS APPROXIMATELY EQUIVALENT TO 4+69.22 19.5 R y ; TO 8"REDUCER& °- I 1'OF BURY DEPTH). 00 INSTALL 22.5'BEND- U n 1 ---- -- oo��BEND iTvo v R 6. UTILITY SERVICE LINES SHALL BE COORDINATED WITH BUILDING m I I I +00 r I y MECHANICAL SYSTEM DESIGNS AS APPLICABLE. THE HOMES AT m I I 8,,W WATER B I Q BRIDGER PEAKS ESTATES y F 7. THE SEWER AND WATER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE I I o 8 S (n 3 WITH ALL APPLICABLE CODES AND REGULATIONS. INERASTRUCJURE IMPROVEMENTS z I J 7- N O 8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH SECTION 18.74.020.A.2 8'*8„ -�I 1"WATER SERVICE(TYP) I I m OF THE UNIFIED DEVELOPMENT ORDINANCE. BOZEMAN, MT CONTOUR INTERVAL=1' I q _ L 1-- I-------- -j WATER A o' 15' 30, 45' I E "s 90°BEND(TYP) I I 9.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING WATER AND ao SEWER LINES. o vi SCOTT 8 KEN WALKER i i I a? 270 FLOSS FLAT ROAD 10. ALL JOINTS TO BE PROVIDED WITH THRUST BLOCKS OR MECHANICALLY $TE.A f BELG RADE,MT 59715 RECORD DR i I RESTRAINED U.NO. RECO DRAWINGS BY: DATE: I � I I m 1 1 CONTRACTOR TO ENSURE A 5'MINIMUM CLEARANCE FROM BUILDINGS TO � -------------------------------- - -- ' + I CURB STOP VALVES AND BOXES. VI I 2 . I N '- -_ 12.WATER SERVICES MAY REQUIRE PRESSURE REDUCING VALVES. 13. ALL EXISTING WATER VALVES SHALL BE PRE-TESTED TO VERIFY THEY WILL HOLD. IF VALVES DO NOT HOLD THEY SHALL BE REPLACED. WATER A-STA.-0+50.00 TO STA.5+00.00 WATER B-STA.-0+50.00 TO STA.1+50.00 4800 4800 4800 4800 474.22 LF OF 8"DIA,CLASS 51 DUCTILE IRON PIPE(DIP)WATER MAIN 105.74 LF OF 8"DIA,CLASS 51 DUCTILE IRON PIPE(DIP)WATER MAIN TRENCH EXCAVATION PER MPWSS SECTION 02221 TYPE'1'BEDDING TYPE W BACKFILL TRENCH EXCAVATION PER MPWSS SECTION 02221 MAINTAIN MINIMUM BURY DEPTH OF 6.5 FEET TYPE'1'BEDDING TYPE W BACKFILL FG(TYP.) SCALE MAINTAIN MINIMUM BURY DEPTH OF 6.5 FEET --------------------- - --------------------------- 1 -3G HORIZ. 1w- ------------------------------------------- EG(TYP.) 4790 4790 4790 4790 EG(TYP.) REVISIONS DATE JULY 10,2014 ¢ c0 PROJECT NUMBER 4780 O U (7 C7 _ Wi 4780 4780' `5 1—0 4780 Z o Z Z 0a z� 131871 �.6Lu 30 30 30 U 3o cn wo oQ ' w0 p �� mm ❑z ❑z ❑z O O ❑z O O �z Zz �m _ O OJ OJ- - .r 0--___----- m z Z- p ro Y Y W z v� a' O H O O (O ----------------------------O O J K J Z Q Z x U U r Lu H co W Y W Y W Y J U W Y U _ Y Z ___--------. O O V)O m m ---------------------------------------------___---------. Q (O m V Q V O Q Z N-Lu O- a 7 O U o ------------------ `°0------------------ O----------- ------------ O H H o o N o V h--- N h V O J ----- N p O h -I�H qj 0 0 0 - o o o Z p ¢ x J N J ¢ SHEET TITLE 3 OUZO O)m 00)m O)m OZ_� �� aOm r� W Om OHg �� 00 c0m N OUr� -O J J H J H J H Z J U------- Z-- O U--- U U-----------i J Z J H J '.'-' WATER P&P •� +W Q J +J U) +J U) +J U) + Z +Q +J U) + +J N + +J +J U J +W Q U oz2¢ oaz oaz c"ap r>zC MLg M¢z MELD M' 10 'tzD a¢¢ oaz Cc) Qz Qom ¢gym Qom a0Z ¢ Qom ¢ Qom Qpz Q�0 Qom¢ Qrp QZ p SHEET L HOa� x Hmx Hex Hw= H Hex H HR - Z= HU) Hex Hex �OQw cJlUO? �?H �?H �?H [gym; [�U) �?H �� ?H rnw� [�?= vl?H �Z v�Opm O 4770 4770 4770 4770 � N = u� a N Om mN mM SCALE C', V vj V M M �.j M ch M M N n' N N NAS NOTED O O O O O O O O O O O O O O O O S E -0+50 0+00 1+00 2+00 3+00 4+00 5+00 -0+50 0+00 1+00 1+50 CV i D J o m 3.0 aQ Q U ••• HYALITEEng!ne ,PLLC CONNECT TO -----------______ ------------- ---------------- -------- EXISTING ROADWAY. EXISTING 36" HYALITE COB STD.DETAIL i CONNECT TO ....... i S 0 � EXISTING ROADWAY. NO.02529-11 I I I I Research Drive MEAGHER AVENUE COB STD.DETAIL 6"W 4 1 7 NO.02529-11 Bozeman,MT 59718 4795.34 DRIVE-OVER TB 'o DRIVE-OVER C z' 4792.4 4+7 Tel:(406) 587.2781 --- ------------ 792.4 794.93 SW Fax:(406) 522.9225 0 -------- 4795.33- 4795.04 SW 4792.43 w w w.hyaliteeng.com 4792.14 SW 94.37 TB 4792.54 �0 4791.23 EXISTING 36"CULVERT 792.23 SW-------- 4796.47 4795 A---- DAYLIGHT CULVERTS CL=a7ssss TO SWALE HIGH-POINT CL-1793.83 791.4611 'HIGH POINT DRIVE-OVER 4794.4 793.74 EXISTING 24"CULVERT SPILLCUR i B DRIVE-OVER DRIVE-OVER CD CATCH CURB SPILL CURB II DRIVE-OVER Lu w - CATCH CURB Lu w ---- ------------------ ui Cn 4794.17\' 8"w 1 795.41 Lu L) 0 8"S THE HOMES AT L) M 93.9 < 794.80, 47! BRIDGER PEAKS ESTATES PRIVATE 791.87 0 I L 4793.63\ ALLEY NPRASIRUCTIJRE IMPROVEMENTS I I ACCESS YDOWN CURB I I 1 -4793.23 RECORD DRAWINGS i 's BOZEMAN, MT BY: 793.49 4793.11 LOW POINT=4792.5 4792.09: Z SCOTT&KEN WALKER 270 FLOSS FLAT ROAD,STE.A BELGRADE,MT 59715 -------------------- - CONTOUR INTERVAL 0.5' 01 NOTE: .18 1 15' 30, 45' ALL ELEVATIONS ARE TO TOP BACK OF CURB UNLESS NOTES OTHERWISE. POINT ALLEY A-STA.-0+50.00 TO STA.5+50.00 48201�--------------------------------------------------------------------------------------------------------------------------------T------------------------------- T------------------------------------------------------ -----------------------------------------------------------------------------------------------------------------------,4820 PVI STA:4+06.95 PVI ELEV:4793.83 SCALE ----------------------------j-----------------------------------------------------------------------------------------L ------------------------------------------------------ -------------------------- ------------------------- K:9.75 ---------- -------------- 1"=30'HORIZ------------------- LVC:37.72 1"=5'VERT. 06/11/2014 4810 -------------------------- ----------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- ----------------------+ -------------4 ----------------------------------I;----- -----------------14810 06/12/2014 U) uj 6� Lu PVI STA:1+40.97 > C) C) > > PVI STA:0+43.99 PVI ELEV:4794.01 co Lu W PVI ELEV:4795.79 K:65.30 -------------------------- ---------------- K:13.05 ------------------- ---------- LVC:75.00 ---------------------- ------------------------------- _��U167-------------------------------------------------------------- ---------------------------------------------------------------------------------- LVC:50.00 PVI ELEV:4793.14 0� K:63.37 N 0� c'? REVISIONS + a N w LVC:75.00 + m m I 4800! ------------ + ------------ Ly --------------------------- 6 C) 0 Cn 0 14800 DATE 0 > &j w > > U) > Lu 0 w JULY 10,2014 > > > > Lu Lu w Do% U PROJECT NUMBER ?�)- 1 -183% > > ------------ ----------------------------- > M> - ------------------------- -------------------- -------------------------------------------------------------------------------------------------------------- ----- -------------M I Lu w 0.50% --------1 -0.68%------ i -337% -131871 ---- ------------------------- --------- -----2.00% I II < Ln 0 4790---------------------------- ----------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- ------------------------------------------------------------------------- �4790 i D� 1 0 U U u SHEET TITLE 0 o� 2:0o ALLEY P&P co <CN )�� SHEET C U 0 --------------------------0 0__- < ------------------ <0 0----------------------------- Q> ci -------------- 0.E b co c6 6'0-0 0 5 �0 '�D_'<Z SCALE C)� + + y< + u 0 AS NOTED 0 Z 0 < X u 0- 0 <.< .<.. C14 o E 4780' 4780 C CN n N cl r-� Cn o ID m m cq Iq m c� N c� N N -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 m. 4.0 1 lu < ... HYALITE Engineers,PLLC HYALITE ILL. - ---------- I I I I Research Drive -------- Bozeman,MT 59718 -------------------- Tel:(406) 587.2781 4, ----------- ------------------- -------------------------------------------- -------- Fax:(406) 522.9225 ----------- ------ ---------------------------------- - - ----- w w w.hyaliteeng.com ---------- - ------------------------------------------------ -----------_ -------------- o ------------------- 0i ---------------------------------------- ---------- ---------- INSTALLSILT FENCE ALONG BUILDING PAD ------------ 34 4795 "W MEAGHER AVENUE 6"W 4794.37. 6" npl\/P-n\/PR TBC DRIVE-OVER TBC --------- ------ INSTALL 6 1 HAW 4792.4 WATTLES ALONG 92.04 WAT 47 4794.93 SW DRIVE-APPROACH INSTALL STRAW 95.33 SW 795.04 SW,,� 4792.43S WATTLES ALONG RE-ALIGNED DITCH 4795.43 S 792.14 SW DRIVE APPROACH SEE SHEET C- EXISTING 36"CULVERT T---- [\4791.23 aj 792.23-SW- 11 A w THE HOMES AT BRIDGER PEAKS ESTATES 796.47 J INFRASTRUCTURE IMPROVEMENTS 4795.9 CL= 95.55 i -5.9 % FINISHED GRADE U) ELEV.=4794.00 HIGH POINT CL=4793.83 4791.46 BOZEMAN, MT EXISTING 24"C' FINISHED GRAD ------ HIGH POINT UILVERT ELEV.=4797.50 4794.4 o� 4793.74 SCOTT 8 KEN WALKER Z� 270 FLOSS FLAT ROAD,STE.A FINISHED GRADE FINISHED GRADE m i BELGRADE,MT 59715 c12 ELEV.=4795.75 ELEV.=4794.50 cx� cl FINISHED GRADE F FINISHED GRADE 1 ELEV.=4796.50 -6... ELEV.-4794.00 -2 4791.71 7 ---------------------- 7 5.4 4794.17 8"w - - - - - ..S 4793.94 4 94.80 N ------ FINISHED GRADE II .0 % 4791.87 it ELEV. 4796.50 4793.6 a� I Ld----------- 'wi -6.6 % FINISHED GRADE ELEV. 4794.00 --- ----------------- ------- --i Jill � 793.23 479 .49 4793.11 REVISIONS FINISHED GRADE LOW POINT 479 .5 a7s2.os DATE c�i JULY 10,2014 ELEV. 4796.50 1 3 FINISHED GRADE 5.65 ELEV.=4794.00 PROJECT NUMBER ----------------------- ------- 4792.70/ 131871 --------------- -------- Ln ------- -------------- ---------- 4792.18 0 -LOWPOINT SHEET TITLE VDEEP OVERFLOW SWALE STORM WATER 13 �1 u I RECORD DRAWINGS (1:1 SIDE SLOPE,I'BOTTOM WIDTH) SHEET 0 BY: DATE: SCALE Iq 361 AS NOTED (y) X C14 E Z C CN 6� CONTOUR INTERVAL=0.5' 10' 20' 30' m 5 .0 < I < ... HYALITE Engineer,PLLC ro X-SECTION o HYALITE t9' .......... RE-ALIGNED DITCH-STA.0+00.00 TO STA.1+00.00 1111 Research Drive 4800r------------------------------------------------------------------------------------------T------------------------ - - ----------,4800 Bozeman,MT 59718 SCALE j Tel:(406) 587.2781 V=10'HORIZ. 4795.77E 4797.04 E Fax:(406) 522.9225 1 WATERLINE ELEV. - 4795 92 FENESHED GRADE 4797 51 E hyaiifeeng.com "-S VERT. www. o, i�----------------------------------------------____-__________________________-_____L______________-------=_=____- _________-___________________�i ' �------------------------------ ------'--;- '-----------------� � TAPPER BUILDING PAD TO TBC DITCH BOTTOM,S=1.57% 'i FINISHED GRADE CL-_ 4795.55 ,n I I EXISTING � a 4790E --- -- ------------- ------------- ----- ------------- ------------- --------- 4790 ELEV.=4795.75 HIGH POINT \ 4795.77 E 24"CULVERT." Q Zz z 4796.47 TBC 4795.97 TBC EXISTING EDGE o m 0 ^ o 4793.87 EG OF WATER / M V o O? a>Q BUILDING PAD EXISTING i; i --o w w N° x 0 J ------------- ----- ^Z Q -; ELEV.=4797.50 WETLAND 003 - w j U Q N _ _ BOUNDARY o o J u j ------- ------------- ------------- 0 or\ vaQ� ii P�U O i 4794.11E F w u z Q°Z O 0 N- U INSTALL 2-15"DIA.-43.5' 5'FROM ----------------- - _ _ Qh�w>o Q>-� 4793.70 ADS OVERFLOW CULVERT EXISTIN EMENT z z U z x O EXISTING SPILLWAY q)S \ 4780 "-Oa1_' n0 n_w3U '4780 4794 o m 4793.70 �n 4793' o a v rn rn EXISTING SPILLWAY __ 4792-- EXISTING ° 0+00 1+00 INSTALL 1-12"DIA.-43.5' o 4791 `--` 36"CULVERT ADS OVERFLOW CULVERT EXISTI G 20' A;'/ 4792 DITCH EASEME PROPOSED DITCH THE HOMES AT 4795.04 SW ` INSTALL T RCP =793 RE-ALIGNMENT BRIDGER PEAKS ESTATES CULVERT/ - NEXTENSION &F E�S. 7sa INERASiRUCTURE IMPROVEMENTS 4794.93SW v 4795.43 SW, INV.IN=4790.20 44796 ------ _ ----- ------ ° �.• a v _ ° 0 2'TRANSITION TO . r ° ° \ - ° - a °a ----- -- - ------ ` EX III STING CURB a a a ---- - ----� .° ------ --- . BOZEMAN, MT ° a ' � -------- ------ � 4795.33 SW x 4796.05 TBC a -- 4796 85 TBC 1s 4794.37 11.61'POST-DEV. SCOTT&KEN WALKER - DRIVE-OVER TBC OVERFLOW 2'TRANSITION TO ; 270 FLOSS FLAT ROAD,STE.A EXISTING CURB - BELGRADE,MT 59715 ' 4794.49 4795.22 X-SECTION 4795.34 Z DRIVE-OVER TBC DRIVE-OVER TBC DRIVE-OVER TBC CONTOUR INTERVAL=1' MEAGHER AV ENUE S' °' S' 4792.01 TBC ia 4793.07 TBC 4794.33 TBC ' 4793.29 TOP OF CULVERT -- -- 48 14810 �' X E TI N TA 0+00 00 T TA 1+00 00 CALE - - .,' ?*1 - -4793.74 EC, - - ------ EASEMENT --- ------------- ------------- ------------ ------------ ------------ -----1---5 VERT.---- \• 20'DITCH 1" 10'H RIZ 4793.90 EG L.�` _ SEME 4793.53E 4793.93 EG- I RE-SEED BERM WITH NATIVE REVISIONS GRASS MIX,INSTALL EROSION \ \._ 4793.93 E \•\ i 2 i�// CONTROL FABRIC OVER TOP OF 4800�--- ------------- ------------- ------------------------- ------------ ------------- ---- 4800 DATE 4793.65E es---- BERM TO PREVENT EROSION JULY 10,2014 tir -- PRIOR TO RE-VEGETATION OT 6 OVERFLOW SPILLWAY OPEN SPACE LOT 7 --- 'FG(TYP.) ____ LOT 8 COMMON INSTALL BERM -- \ �------------ --- PROJECT NUMBER OPEN SPACE __ _____ ELEV-4795.50 --- ------- -- ------------- ----- --- -- ------------- - ----- ------------- ----- ___ ' _______----- 1.5:1 SIDE SLOPES, ; `� 00 ____-` ' 1 3 1 $71 2'TOP WIDTH EG SHEET TITLE 05 SURFACE WATER °^ Q_ 0 Uo N N o I SHEET O BRIDGER PEAKS TOWN HOME SUBDIVISION J1- 6 �_______b cV V w N n n Q'-F O�d a_____________ _____________ _____________ _____j m J v �i •w v SCALE a o3 oJ�Owz0 + z oZ° AS NOTED X w Q > U j 0>> Q- > Q-w ' N O N� NZN�UZ Z t~nMz hm w N RECORD DRAWINGS 478o OQ 47so BV: DATE � J a o 0+00 1+00 CD • Q. U Q �( ••• HYALITE Engineers,PL, �l