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HomeMy WebLinkAbout11 C1.0GeneralCivil&UtilityPlan -- w pNTAggn I m I ------------------------- o a d----------- oA MatthewB. o T Cotterman 1 15873ES V2CENSE� -- ---------------------------------------------'----- - - - - - - - - - ---------------------------------------------------------------------- -------- SEER-lP� I� SCALE IN FEET T j CONTOUR INTERVAL=1' ss�ss��.��=s�•==�-sa���ss���� � 10 �Ii � 0 P � �� ALDERSON STREET 10 l ---- -------- --- --- ------------------------------ � ______ CURBAND GURER PERAMP -_r EXISTING _♦�_v__y__; _y__r„_ __ ry _;_-r,--;--S--r,--ram_ram-;--y--;_-;--v ♦__--_r ;--r,-_.a_.,_-,v--,v__r,__;-_ $ GRASS BOULEVARD \ EXISTING SIDEWALK \ / _ \ EXISTING SIDEWALK \ 11 GLI y w 9.7 63 sy, I P P P F 1 S STING 4"SEWER SERVICE LINE "169) ° v P J ' \I 16F P (S I�---------- 11.38f 11.32) F-' HOWN P ER SE s^.�/WER HARD BOARDS) �O CONTRACTOR TO CONFIRM C NEGTTO NEW STRU ONDIIlO ":_'.—__ _10'UittITY=EASEME L _ nss it-49 ___LOT�______ _ \�\s�� 9.os P SERVICE DLINES COMM f$ p 'Buildin Setback 13 DON EXISTING 314" I H LOTS 27&28 �. �'LL WATER SERVICE LINE p i IZ BLOCK50 I- I ------ — - -- --- --- ----- — — == == -------- g --- PROPOS 5-PLoEX w I QC4 }�"p rz- ; i HNY _ _ Qw ---•- ------ I----- PROPOSED ELECTRICAL p - _ •--i -- - �w o =O� SERVICE LINES K ------ -:::1 I---.-- ---- I ¢ O J m LOT 2 96] y H w (A _ ---- M s J - f(4g66 1z.9e 1 RELOCATE EXISTING _ ,T � �' \ � I Q O '� NATURAL GAS SERVICE LINE I F I 9.a5� % 0-4 13.60 (13.80 _I 136 i" 4 I'I--___--__ -_ v- a,--_w--y_—ti—v.—Q---------_ ------------------- _ __ _ w — — O -------------------------- I tt f { (13.0 I -- I•I \ 0 1 11.)6� S a 20'Rearsetback i- ---- ',� INS SERVICE R LINE � L0 LOT 3 1 > 1 AWCUT EXISTINGASP li TAPICONNECT TO EXIXI ST)Gi F�zi1 i w w ' LOTS 26&N.21'OF LOT 25 p I 8"WATER MAIN CA BLOCK50 u.z1'--- ----------- SERVICE LINE ; INSTALL 4"FIRE SNoWsroRAGE s go 1 $p LonN r I i p yz PROPOSED r :-I SEE DETAIL2,SHEETCLO e N88°59'03". 13.0'( 88 fLW O E-) NSTALL GRATED CURB�INLET � � INSTALL GRATED CURB INLET OVER RETENTION STRUCTURE Oar. m OVER RETENTION STRUCTURE rF-'�,� TBC ELEV=12.75 PIVONE LLC. (SEE DETAIL 3,SHEET CI.0) 1 $ W U a Y y (SEE DETAIL 3,SHEET CI.0) LOTS 4-6 I BLOCK 50 Y p N GENERALNOTES: T--I 1. ALLCONSTRUCTION SHALL CONFORMTOTHEACCOMPANYING PLANS,MASS 6TH EDITION,APRIL 2DIDAND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2011,ADDENDUM NO.1&ADDENDUM NO.2. rf, 2. THE CONTRACTOR SHALL VE IFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. CONSTRUCTION MANAGEMENT PLAN O W O 3. TYPE I OR TYPE 2 TRENCH EXCAVATION MAYBE USED AT THE DISCRETION OF THE CONTRACTOR, LEGEND 4. TRENCH BACKFILL SHALL BE TYPEA,FORALLAREAS TO BE PAVED ------ -- -- 4 M 5. THEINSTALIATIONOF THE BANITARV SEWER SERVICE LINE FROM THE EXISTING SERVICE STUBTO THE BUILDING ISTHERESPONSIBILITYOFTHE DEVELOPER. ' ~ E 4 Ir.y • PROPERTY MONUMENT(AS NOTED) 6. THE INSTALLATION OFTHE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER. F�1 asPROPERTY LINE 7. AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF BOZEMAN REQUIRMENTS. Z w a. CONTRACTOR TO FIELD VERIFY LINEAND GRADE OF EXISTING SEWERAT SERVICE CONNECTION POIMTO VERIFYADEOVATE FALL FOR SEWER SERVICE '-'-'-r�-----•---•—^ O ---- ADJOINING PROPERTY LINE 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURINGTHAT THE PROJECT MEETS OSHAANDALLAPPLICABLE SAFETY REQUIREMENTS. ) ~6 10. GROUNDMOUNTED MECHANICAL EQUIPMENTINCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDONING UNITS,TRANSFORMERS AND METERS y ---------EASEMENT LINE CONDITIONING SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID MILL AND ADEQUATE LANDSCAPE 70,00 EXISTING SPOT ELEVATION FEATURES.ALLROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED INAN APPROVED ENCLOSURE. _- une sn Iii W 77. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH UTILITY PERIMETER CONTROL INSTALL INLET PROTECTIO x(70.00) PROPOSED SPOT ELEVATION PROVIDERS. (SILT FENCE OR WATTLE) 12, DRYU UTIESANDASSOCIATED STRUCTURES SHALL BE LOCATEDAMINIMUM OF IQ FEET FROM PROPOSED MTERAND SEWER MAINSAND SERVICES. PROPOSED DRAINAGE DIRECTION --73. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR SNOW STORAGE AND REMOVAL.SNOW FROM MAJOR STORM EVENTS SHALL BE TRUCKED OFF SITE TO AN `..'--.-.-.-..-.--.----.-.-�.-.-----�-.-. �-�-�------•-�--��-�-�----------•£ -� r V) PROPOSED DRAINAGE SWALE APPROPRIATE FACILITY. m.,�. [ r I ` O --�.--5--�.--S—UNDERGROUND ELECTRICAL LINE 74. STREETCUTTRENCHES SHALL BE COMPACTED T095°h DENSITY IN ACCORDANCE WffHA4SHT0 T-93(ORT-1&q AS APPROPRIATE).ALL ASPHALT PATCHES SHALL - _ '°"•`�'" f I! BE MADE WITH HOT MIXASPHALT WITHIN FOURTY-EIGHT HOURS OF TRENCH BACKFILLING.THE THICKNESS OF THE ASPHALT PATCH SHALL BE EQUAL TO OR T I I S E.PPS OVERHEAD POWER LINE EXCEED THAT OF THE EXISTING ROADWAY BUT SHALL BE NO LESS THAN 3. m, ) O POWER UNDERGROUND PUBLIC PARKLAND DEDICATION TRACKING TABLE (SILTRFENC oe wAriiE)I w s A EXISTING UNDERGROUND GAS LINE cE EXISTING UNDERGROUND COMMUNICATION LINE CURRENT 40UTOPORAR CON 40 CY TIN DUMPSTER EXISTING UNDERGROUND CABLE TV LINE SUBDIVISION NAME:WEST PARKADDITION TO BOZEMAN MONTANA TOTAL FOR THIS (2271.x T8"Wx T11H) --- W f WATER LINE PROJECT NAME:ALDERSON V SUBDIVISION PROPOSAL - [ NUMBER OF RES.UNITS PER PHASE/LOT/SITE PLAN 510 5 [ Z'f FIRE HYDRANT ACREAGE OF PARK LAND ANDIOR CASH-IN-LIEU REQUIRED ------ -------- -;I STRIPTOPSOIL&INSTALL -- - REV. DATE 54�9/zT IXI WATER VALVE VALUE OF IMPROVEMENTS IN LIEU PROPOSED I PIT RUN SECTION TOALLOW STAGINGAREAh- VALUE OF CODE REQUIRED BASIC PARK IMPROVEMENTS NIA NIA FOR INFILTRATION&TO MATERIAL STORAGE ® WATER SERVICE CURB STOP I _ 3 MINIMIZET CKING Ts/u/R1 -ess�ss�ss-SANITARY SEWER LINE ACREAGE OF PARK LAND DEEDED TO CITY OF BOZEMAN ARE - -. - -- �_ __ __ - —. -  -i 4 $$ ACREAGE OF PARK LAND YET TO BE CONVEYED - SANITARY SEWER MANHOLE DRAWING DATE: PARK MASTER PLAN APPROVAL DATE 1892'2 ® STORM SEWER MANHOLE j INSTALL INLET PROTECTIO-- Pad°r'LLE INSTALL INLET PROTECTIO 122 21 STORM DRAIN LINE LP LIGHT POLE PARKLAND CALCULATION NOTES --_ ______________j i SHEET -- ----- CURBAND GUTTER The West Palk Addition to Bozeman was platted on May 14,1892.Private dedication of Public Parkland was not a requirmenl in 1892.This I proposal includes re-development of 3 of the 510 lots platted with the West Park Addition. I O TRAFFIC SIGN © EXISTING COMMUNICATION BOX SCALE:1"=20' C1�E EXISTING ELECTRICAL BOX —11Oaa