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HomeMy WebLinkAboutThe Ridge Athletic Club PUD LEGEND ® SANITARY S_ SS A SE ER LINE WATER -e'W WATERTER LINE LINE GAS EXISTING GAS UNE EXISTING HYDRANT - - EXISTING WATER VALVE - sk EXISTING ELEC BOX II I I I I © EXISTING CABLE BOX I I © EXISTING FBEROPFIC BOX CD FISTING PHONE BOX LOT 1 • FOUND 5/8 INCH REBAR WITH 1 BLOCK 3 1/4 INCH PLASTIC CAP - IY Aspen Place COndomin Ph.- Phas 1_6 O STORM SEWER MANHOLE Crescent 1 j Va s,ney Condom �;�✓�///////%'y���{, , 9 LOT 28 �•�I tot Fm ,57s )szs spar ELEVATIONS(EXISTING 3 PROPOSED) Minor S. 365A �I I _I no� .. Cotto eood Coneominiame I IN _0� TRAFFIC FLOW W q r l DRAINAGE DIRECTION YARD SETBACK LIE i I It STUB I I a Iq ll2 Stg PROPERTY UNE ADJOINING PROPERTY UNE NOT TO SCALE w EASEMENT UNE USE POND��AS POND 25 DEEP / \ % PROPOSED CURB AND GUTTER 2.726 50.FT.O MIDWN X DEPTH / Y S _ SIDE SLOPES 4:/ t I �� �-T\ PROPOSED SWALE/REfENIgN POND CONiOJ ' I °1901M s • 80T ELEV- 4802.8 � 3 3,39 0.�M 1.5'IDEEP CON51RlKTK1N PHASING BOUNDARY IIDEELEV 11:1 5EP�1i .- EXISTING STREET LIGHT PROPOSED STREET LIGHT EXISTING PARKING LOT UGHTING K 2 PROPOSED PARKING LOT LIGHTING \ t•►X' / H `H JL - LOT 6 _ - -- \-11 :, Mino Subd. 2¢1 EXISTING WALL-MOUNTED UGHT ` / N1•ZER 14,967 59 F1 ,y 1� _ I 127 Ft 5I6ir3260 • PROPOSED BOLLARD LAMP RE7QftpN FOND 1 e. SS 0.34 Acres L 1 USE POND AS SHOWN% 1.5' D 9.254 FT.O MID DEPTEEP H IF m r %FE=4BC'.C9 \- -- SIDEIDE SLOPES 4:1 PPE 1 BOT ELEV= 4802,82 II- / ti � ulte arty I I I / r - LOT 5 i R 30' PUBLIC f 11,95s Sol- �w AND WATEIB 1 02745 A< s 1 EASFMFN- o FFE=4807.59 I a / IY III NEST�Alc I ZONED R-4 41 r w E W.I ;N A_LED 4• FIRE _I F, I� III LI 9 1evI _ D 1 I ANUCF,ROIIGh IIIFFWI l 07> I I \_ 3C' WATER�SEIWER / STOREXISTING / III III MINATER - WATER LOT 4 / EASEMENT ABANDONED O BE , I 11.841 _ 0.2718 Qre` n N IA EXISTING 10'UTILITY EASEMENT Vh ENT EXISTING 10'UTILITY EASEMENT--•� 7 our E INSTAL Ir WP FFE=4809.68 d :• 1I N sF[I/2 e; NS SL_FF . A AFR I I - 3 I - - I: 30' _ LOT 2C I Minor Subd. 365A 5 - Ln -I - I NG Cottonrood Co,Mom7niams.Inc I Sdi `- �.- N II N"COB DINICAE11 r. I ALJED a' FIR TOP OF ARROW BOLT= 4871.I7' L.� =4810.94 « -- CITY OF BOZEMAN DATUM - INSTALLED t' CAA- - - e7ao� �.• I A %AYSIFr IN �LFEC d t WA East Grani`B gre - C DL12 ArtFT 17 IT - C C L C 1 31 zorL rr LOT 2 �j t 6,fg1 a I .ILIA 0.3B80 fE n I - -48, ED CC3- ZONED R-0 T I tsEe ID7zo1 \ CC N / \l c c c I I N IFI � 3 � I i E SE _n S IN / OT 8 `I I' I Lolr i / 2 0 I � w 91 K I I 11.127 Sq Ft �� .I i ins«ootl"�r�(mi real / 0.2554 Aeroe Center CQQ {^ Phases - u N I NVs Ai o Sa o. 21 / FFE�4B14.50 ••\ w � � I LOT 1 I \ 11 1,645 59 Ft I I S\ Jss JLT_ -p,0 2.5630 Acres I In ZO ESL) N R X I ('71 4,/FE�4816 1 •.•,_,• s EXISTING'THE RIDGE' I r _I FITNESS CENTER 3 h LOT 7 I FINISHED FLOOR:4815,60' zo' 48.P. TO U.S. I I INC. 0.2117 Ae •' PER W I . u, TOP OF ARROW TOP OF A OOZE BOLT= 1816.Y9 GTY 0£BOZEMAN DATUM \ /y asTING �Y ZONED B-P i � w � LOT 5VALVE Minor Subd.W I 295 C MICNaD . Delaney&o 20 lr: o�5559 « GENERAL NOTES el Ref: Doc. No. 204 - 1.ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 5TH \ I J EDRION.MARCH 2O03,AND THE CITY OF BOZEMAN MODIFICATIONS TO MI 5TH EDITION,DATED JANUARY 2004 W 12•.W -_.A. - W W 2.NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE I MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT, p��� �� x,(}}66 - 3.PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE TOP OF ARROW BOLT-4819.46 - -IT�RGP2�fV6 IL'=-- AASS 3 Lot I NIT ENGINEER,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC..FOR ALL EQUIPMENT AND CITY OF BOZEMAN DATDY Q Valley Commons Business Park Sub. MATERALS TO BE USED ON THE PROJECT. INSTALLEDATION SHALL NOT BE MADE WITHOUT BINCHlF111L• N-S Enterprises,LLC THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. TOP OF ARROW BOLT= 4820.52 3 191 Fm 564 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UDUTIES PRIOR TO THE CITY OF BOZEMAN DATCM CLA$S 1 ENTRYWAY ZON D B-P BEGINNING OF CONSTRUCTION. 5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CRY OF BOZEMAN AT LEAST 24 COR DOR HOURS PRIOR TO BEGINNING CONSTRUCTION. 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 7. TRENCH BACKFILL SHALL BE TYPE A I6.PLANS AND SPECIFICATIONS FOR ANY FIRE SERVICE LINE SHALL BE PREPARED IN 8.USE TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY THE ENGINEER. ACCORDANCE WITH THE CRY'S FIRE SERVICE UNE POLICY BY A PROFESSIONAL 9.C8,H ENGINEERING AND SURVEYING INC.WILL PERFORM INSPECTION WORK ON THIS PROJECT ENGINEER AND BE PROVIDED TO AND APPROVED BY THE CITY ENGINEER PRIOR TO WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS INITIATION OF CONSTRUCTION OF THE FIRE SERVICE OR FIRE PROTECTION SYSTEM. AND SPECIFICATIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE THE APPUCANT SHALL ALSO PROVIDE PROFESSIONAL ENGINEERING SERVICES FOR PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE CONSTRUCTION INSPECTION,POST-CONSTRUCTION CERTIFICATION AND PREPARATION OF SAFETY REQUIREMENTS BOTH FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK MYLAR RECORD DRAWINGS. PERFORMED BY THE ENGINEER. I O.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CRY OF BOZEMAN'S WATER SUPPLY 17FIRE SERVICE STUBS THAT ARE NOT UTILIZED DURING LOT DEVELOPMENT SHALL BE ABANDONED AT THE WATER MAIN CONNECTION PRIOR TO OCCUPANCY OF THE SHALL BE OPERATED BY CITY OF BOZEMAN PERSONNEL ONLY. DRAWING LIST RESPECTIVE STRUCTURE, 11.CON TRACTOR SHALL FIELD VERIFY UNE AND GRADE OF EXISTING CONNECTIONS. 18.A SEWER CLEANOUT SHALL BE CONSTRUCTED PER CITY STANDARD DRAWING 07230-4 12.ALL NEW FIRE HYDRANTS SHALL BE EQUIPED WITH MUELLER HYDRANT DEFENDER SYSTEM. AT THE END OF THE EXISTING 8' SANITARY SEWER MAIN STUB PROVIDING SERVICE ABIO-SITE GRADING AND DRAINAGE PLAN CONTACT CITY WATER DEPARTMENT FOR LOCK REQUIREMENTS. CONNECTIONS TO LOT 7 OR LOT 8,WHICHEVER DEVELOPMENT OCCURS FIRST. AB2.0-DETAILS Scale /n Feet 13.THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR AB3.0-SANTARY SEWER MAIN PLAN do PROFILE 50 0 F,n TO BEGINNING CONSTRUCTION. 19.ALL WATER SERVICE AND FIRE LINE SERVICES ARE TO BE TERMINATED WITH A CURB AB4.0-WATER MAIN PLAN AND PROFILE 14.AD RDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACKFLOW STOP LOCATED 1' BEHIND TOO OR 7.5' FROM THE FOUNDATION OF THE BUILDING. c 7 T r'6'� PREVENnON DEVICE MUST BE INSTALLED BY THE OWNER FOR EACH NEW BUILDING. ALL SEWER SERVICES ARE TO BE TERMINATED AND CAPPED V BEHIND TBC OR 7.5' AS-BU T 15 O 15 15.UNLEss SPECIFIED ON PLAN,ALL NEW CURB INSTALLEDATION IS TO BE INSTALLED FROM THE FOUNDATION OF THE BUILDING. 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R-35 96.21 LF 8' SDR-35 P ',41 ' S WATER SEW SEWER MAIN I 00.400% SL OPE SERVICE W CROSSINGS 4795----------_-_ V� DATUM 6LEY 4790.00 0 o n o 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+SO Drawing Date: 12112107 (2)SEWER MAIN PROFILE 3.0 SCALE: (1"=50'-0" HORIZONTAL) (1"=5'-0" VERTICAL) AB3.0 AS-BLULT I2/12/07 #06386 _ NOTE: DESIGN OF FIRE LINES IN BUILDING IS NOT PART OF THIS PROJECT. $ T. q mow. M. LMJAS N9.B r V 8�W • � �G— � ~ N Y Z W O � �+.,FS w'C� r Fo sre 0 IS 9T ONILSIX aA _ \ �. f Scale In Feet 1 50 0 50 Sheet 4 of 4 -- ' 15 0 i5 C m F- Scale In Meters lip,lp 2 DEN 2 a pR m J ush Co J�o c or� L I C yy E a $ m E v I1Ivf*'l 03 ISS —� 0 41 �Y � IOW Fes`.. zl N — RESTRAINED LENGTHS C$a I FITTING MINIMUM RE STRAINT LENGTH W t z W,_. W -W W - LINE 5' ����-2 t z �( 87x6" TEE 8" 22.SQ BEND BRAN3CH 1' U1�1Ro-t1� fi �zu $' 45 BEND 6 8" 90' BEND 14' s a Q r� NEW COB BENCHYAR)f` -- - LLL--- TOP OF ARROII BOLT I NbL ITY OF iBO2EwAN DATU t�3 w I - \ W CJ PLAN VIEW SCALE: 1"=50' � 1 Q. t yF' •C 60i ,hh y'l 3` tx(,�.�°; J4.2,0' � �J��Q,trap •�a'� �J`�'y gyp x6 ' \. •l�Or O �pq-o}p'S ° P °?� ,� ytlt y`�CZ'O'i, •C ` �Jps��t0`�'h �J�'7 ,�•t�" �a0 Qq�,Q- �, ` �'gyp' \'0 '�• 4i O p 'CZ'O� O \� 04•y'l ° \Q' o Q�' ,a° G•E'Oy •C '�^• °GO , '�'4r JP\" 0rO 66 �?•C O Q4' F ,� J�C1 P'�i` �p J y O x Q ' 4• ry /CZ'ry \. 0 y 9 9�J ra`t0 O t O G�° '�0 Q4. Q. e• y1 60'1 �aae°y ory \t. A y. O�°P' p'1• Jy � 1 "i` \O` th'J�i '�`1'1 \t'�i' x�. O ° `�� tY y0" ,ZO roq• O1 �•� G, x°j "2p'J, y�'O. 4. `` •cj'•c� C�'''�"O F. 7ry OC't� ?y `ry'C��G,2-G p��1�`'� p4 �"2p I1r ♦ 04. x �"A y .� y t yC ZPe\.c� •c>, �\ ,� y ♦ \? \. O G pY Z' `� ? \' 4, ? e' QG 'CZ' Opp ^ �G ,x�.\� yr.,Q 'l �i G�JO�G. ,C \�yP" 0� p b C>Q'O• O •y'" og�' ?^• ; 4r� ryry• a ? ;\1 �\Q4. F\Q`� 0 ^� o ^ y e^ 40 \�P� y O y�2S s o6�J �� ` G� Op0• x`O. O ? .yx -may p \ kr ,t• p�0'.�•t` \•r t, k yLir 1`1' P" Ox °-`y°Go 6 �$ �y�eJy ry y~ �` y'� '� a,0`�o� c,�, �o �•�o.�, t^'s o� �� ,yrY \,�Z. .a>59,^'O k ? ryrL•�O y ,�e"'o .�, O x�v�''�` ax y,�p'' � ``' r`/� P" Ox ry ,�p�r ,r°i�S �' ° `•l \ ,yt• 4815 ID M� 41515 -- --- 4810 _ _ s fi•� z 4810 PROPOSED GRADE 4805 - _ _ _ EXISTING BADE ' __ _. - - GLnr A p ATER M H I6o56.71' II g W —_ g.7o• N 3.87' W i / 2.81' 8" CLASS 51 DIP ATER MAIN 3 utAr1.98, 4800 4800 C1AS5 51 1P WATER 99. 1' 97.88' -- --- — - 1795 479 95.00' -- _ AfUw ELEI' mlruw EtEv 479000 ---- s$s$ �Q} gg.1 jQ jQ TOP OF WATER MAIN (AB) Drawing Date: 12/13/07 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 8+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 WATER MAIN PROFILE 84.0 SCALE: (1"=50'-O" HORIZONTAL) (1"=5'-0" VERTICAL) AB4.0 AS-BUH-T n/12J07