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HomeMy WebLinkAboutCannery District Phase 1 - Site Civil & Utility Plans PLANS FOR: PHASE 1 CANNERY DISTRICT SITE CIVIL & UTILITY PLANS . - = ,.N Rouse Avenue,NOT Boz MT 59715 CANNERY DISTRICT PARTNERS www...1. BOZEMAN , MONTANA ttlllttt-,, P�pNTAN ,i6 SHEET INDEX CO �' POOL :s=_ 9'.No.11645 E;W TITLE SHEET T 1.0 SEWER PLAN AND PROFILE - 'G' LANE C 3.3 °Ss�ONA� CANNERY DISTRICT MASTER PLAN MP SEWER PLAN AND PROFILE - 'C' LANE C 3.4 CIVIL SPECIFICATIONS C 0.1 SEWER PLAN AND PROFILE - 'A' LANE C 3.5 This drawing is notlntanded nor shall t be used for construction purposes unless the SPECIAL PROVISIONS C 0.2 MASTER GRADING PLAN C 4.0 signed tempt professional by Co ufamglstered architect employed by Comma-0 Architeturs,Inc.is affixed above. EXISTING CONDITIONS AND DEMO PLAN C 1.0 PHASE 1 ENLARGED GRADING AND SITE PLAN SOUTH C 4.0 A ---T= PHASE 1 SITE PLAN C 1.1 PHASE 1 ENLARGED GRADING AND SITE PLAN NORTH C 4.0 B g��NE�A/y PHASE 1 CIVIL SITE PLAN C 1.2 PHASE 1 SITE DETAILS C 4.1 `` $$* SURVEY SUMMARY MAP C 1.3 PHASE 1 SITE DETAILS C 4.2 STAHLY WATER SITE PLAN C 2.0 PHASE 1 DRAINAGE DETAILS C 4.3 1970 WATER SYSTEM DETAILS C 2.1 ROAD AND STORM PLAN AND PROFILE -'A' LANE C 4.4 OCIN0. WATER PLAN AND PROFILE -'A' LANE C 2.2 ROAD AND STORM PLAN AND PROFILE -'C' LANE C 4.5 low WATER PLAN AND PROFILE - 'C' LANE C 2.3 ROAD AND STORM PLAN AND PROFILE -'C' LANE C 4.6 -DESIGN.5 WATER PLAN AND PROFILE - 'C' LANE C 2.4 ROAD PLAN AND PROFILE -'E' LANE C 4.7 landscape architecture WATER PLAN AND PROFILE - 'F' LANE C 2.5 ROAD PLAN AND PROFILE -'G' LANE C 4.8 WATER PLAN AND PROFILE - 'G' LANE C 2.6 SWPPP EXHIBIT C 5.0 Linda Iverson BUILDING E FIRE SERVICE PLAN AND PROFILE C 2.7 landscape design BUILDING F FIRE SERVICE PLAN AND PROFILE C 2.8 BUILDING G FIRE SERVICE PLAN AND PROFILE C 2.9 SEWER SITE PLAN C 3.0 SEWER SYSTEM DETAILS C 3.1 SEWER PLAN AND PROFILE - 'E 81 F' LANE C 3.2 ABBREVIATIONS AD ALGEBRAIC DIFFERENCE 3 BVCE BEGINNING OF VERTICAL CURVE ELEVATION �, O BVCSBEGINNING OF VERTICAL CURVE STATION 9 U Pinnacle$ ______CEN-CENTERLINE L J CO _CLEANOUT N c J /•Y 10 Rd '4 DIADI AMETER O ;n EVCE END OF VERTICAL CURVE ELEVATION 2i d s G+en LaAe EVCS_______END OF VERTICAL CURVE STATION 5 'Park LEGEND FT--------FEE TING f$rl�gCr❑r K_________RATE OF CHANGE N v .� L---------LENGTH cc Cn � } EXISTING PROPOSED EXISTING PROPOSED HDPE______HIGH-DENSITY POLYETHYLENE U iq MAX MAXIMUM PROPERTY LINE STORM DRAINAGE SWALE C MH________MANHOLE F'.Srdliii tYf CONTOURS(2 FT.INTERVALS) 49a6 4944 SPOT ELEVATIONS(FG) N/A TBC 4937.55 MIN MINIMUM y C0 y o PC________PONT OF CURVATURE Y '- •- PCC_______POINT OF COMPOUND CURVE t cu r BENCHMARK DRAINAGE FLOW DIRECTION (gyp v PRO PONT OF REVERSE CURVE d O U v PHASE DELINIATION -------- GRADE BREAK ---- PT POINT OF TANGENT PVC_______POLYVINL CHLORIDE ci x CONCRETE CURB AND GUTTER SIDEWALK CHASE go `VI POINT OF VERTICAL INTERSECTION WATER LINE W 8 STORMWATER DETENTION BASIN C e$x�P B _ SCH SANITARY U WATER VALVE/CURB STOP pQ H RETAINING WALL<30"HEIGHT -- - - - STA_______STATION to FIRE HYDRANT ARCH.JOINTED CONCRETE SWK_______SIDEWALK Orf - W Ook 31 � BLOW-OFF SIGN `� TOFTOP OF FOUNDATION > a SANITARY SEWER LINE 8"SS A.� OVERHEAD ELECTRIC oaE TOW_______TOP OF WALL Z - SANITARY SEWER MANHOLE STA_______STATION w �= SITE w TYP_ - - _TYPICAL w •- .-. � SANITARY SEWER CLEANOUT 0 0 POWER POLE `0... N o o m VC VERTICAL CURVE { STORM DRAIN SD 18 GUY WIRE -> W---------WATER - L Gallatin County STORM DRAINAGE MANHOLE QD 0 ELECTRIC PEDESTAL/BOX m a Fairgrounds STORM CURB INLET o LIGHT STANDARD DC �+ VERIFY SCALE D STORM CATCH BASIN 0 NATURAL GAS LINE FOR REDUCED PRINTS TITLE SHEET - UNDERGROUND COMMUNICATION D I I COMMUNICATION PEDESTAL RECORD T❑ - 0 THIS LINE IS ONE E INCH LONG IN THE IF Oatiic qr ORIGINAL DRAWING DRAWING T1 .0 1-15-16 ORIGINAL oanwiNc SIZE:s...ae• ,� -. . .I. . . 21 SPACES. . . . . .I . . STORMWATER* Comil RETENTION EASWf. . - SITE DATA AREA(Ac) % Architecture,Inc. SNOW STORAGE. . . . . . - - - Avenue,No.1 - - - - CURRENTLY CITY 3.30 27% , MT 59715 CURRENTLY COUNTY 8.94 73% 406 PHASE 4 % PROpeRry�NB TOTAL PAD LOTS 2.96 4 24% 4 7 s A TOTAL ROAD ROW 0.41 3% TOTAL COMMON OPEN SPACES 8.87 73% t N ."`ONITAN�% ° = NOTE: I ° w SPACE SPAC SPACES SPACE y EXISTING SITE IMPROVEMENTS WITHIN PHASE 2 WILL REMAINEL BLDG O I i = : P 107E.OAK f '� AS-IS FOR PHASE 1 AND BE RECONSTRUCTED IN PHASE 2. 9,No.1t645/pe:W- .Z - --- _ _ BLDG FS This drawingIs not Intended nor shall it be I �J A6 TE I 115 E.OA I used for construction purposes unless the s" G LANE P C S signed professional stamp of a regstemd ❑ O --- -- '� / architect employed by Comma-0 _8.. — 27 S ACES lvchlteture,Inc.Is affixed above. 0 25 50 100 CONsuiT 8 ° 15" • v A, IN FEET pp rn r 19 SPACES O o ° BLDG G F LANE STAH LY I° 109 E.OAK N,I� • I 1 SPACES P W O P S 1970,Z I I, — g I° s I I 9 , I"' o a PARKING P AZA z - I BLDG IL 21 SPAC S I -DESIGN.5 3 OAK g — BLDG F E I BLDG M andscape architecture BLDG IN C 2 w V 9 KING P 111 E.OAK W I i 231 E.OAK \ \ 105 E.OAK 4'S ACES 1' SPACES r 1 • I I -Q ° - PHASE 1 Is' I I ati tR' Linda Iverson landscape design ° • ., =- AIL T::AI +tO 11 ++,,++° 4 SAE e,. 2 P�C�ST6_j l� r r • IN �__ LOADING P PR.. C LANE BLDG D ° 1285 N.ROUSE BLDG B - ° 12 I 51 N.ROUSE I � i O P C � a BLDG K PHASE 2 117 E.OAK i J y, J W N O n gyp= PCS I c4 to e„w cc o c� Q FP6 11 PA ES I e•w (Q m 'C e w L) P � ° 1L 1,9 1,9A s ' R PHASE/BUILDING FOOT- STORIE GROSS USE DESIG A ION F� I% ' NORT E PUD a O o PRINT AREA I' I (SF) (SF) �. BLDGo AK i i (EXI NG) 211 E.PHASE 1 BLDG E 9,231 4 29,698 RETAIL,RE T URANT, OFFICE ; - BLDG F 12,000 1&2 16,500 RETAIL,BR ERY,OFFICE " 06 � BLDG G 13,760 1&2 18,500 OFFICE BLDG C 7E .> a BLDG H 1,600 1 1,600 OFFICE 1237N.ROUSE L) PHASE 2 I w _ BLDG J 11,90 1+M ZZ 13,400 HEALTH& X RCISE I O N gNo 0 BLDG K 8,000 1+M ZZ 10,720 RETAIL PHASE 3 W BLDG L 12,70 2 26,500 OFFICE BLDG M 8,700 2 16,000 OFFICE BLDG A I CANNERY DISTRICT MASTER PLAN o PHASE 4 1203 N.ROUSE E BLDG N 5,800 2 1 - - RECORD MASTER BLDG O 9,100 2 18,000 OFFICE TOTAL 92,791 160,918 D RAW I N G PLAN 1-15-16 OmGI—aAWI ecl e,2a'- MATERIALS SUBMITTALS REQUIRED ' PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION Architecture,Inc. WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE t, IN Rouse Avenue,No.1 SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL# OR SPECIFICATIONS N/A STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL OR SPECIFICATIONS N/A Bozeman,.1,0.8 5.1112: PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE ON SITE TRENCH BACKFILL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED ; �NTgN vvvO�� ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE �'.• CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I, FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE � •OORDELLD.•• '�= ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING ? - POOL :p�- _0;No.11645PE;w_ EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTINGO���/6'��.•=�3 FS'LENS••���.`��\ BIOSWALE MEDIA CONTRACTOR COMPONENT CLASSIFICATION AND MIXTURE RATIOS N/A This drawing is not intended nor shall it be sed for ON-SITE MATERIALS TESTING (PUBLIC UTILITIES AND PRIVATE PARKING LOTS) uignedpcnnssional amppurpofaregses etered signed professional stamp of a registered architect employed by Comma-Q PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT a STANDARD Architeturs,Inc.is affixed above. Consucrnnrs TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH* 95% BY AASHTO 599 OR ASTM D698 PER MPWSS ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 OR ASTM D698 PER MPWSS SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 PER MPWSS SS7 C CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95% BY AASHTO T99 PER MPWSS STAR LY ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 5,000 SQUARE FEET PARKING LOT** 93% BY ASTM D2041 PER MPWSS �' 1970 `. CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR, SLUMP, 4 CYLINDERS, PER MPWSS 9'�`r�CiRTES *CONTRACTOR SHALL ESTABLISH A WATERING/COMPACTION PATTERN IN THE FIRST 50 FEET OF UTILITY TRENCH BACKFILL. THIS PATTERN SHALL BE CONTINUED FOR EVERY LIFT. AFTER A PATTERN IS ESTABLISHED, QUALITY CONTROL TESTS SHALL BE TAKEN ON THE FINAL LIFT, OR THE SECOND TO FINAL LIFT PER THE TABLE ABOVE. **CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED DESIGN.5 THROUGHOUT THE ENTIRE PROJECT. andSC2pe architecture GENERAL CIVIL NOTES SURVEY NOTES GENERAL UTILITY NOTES WATER SYSTEM NOTES Linda Iverson 1) THE PROJECT SURVEY IS ON A LOCAL DATUM, NAVD 88 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE landscape design 1) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN 6) CONTRACTOR SHALL PROVIDE A (2) TWO-YEAR WARRANTY WITH ELEVATION BENCHMARK OF 4953.18 ON ARROW BOLT OF FOR EXISTING USERS IN THE NORTHSIDE POD AND BUILDING F. BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. HYDRANT LOCATED ON THE SOUTH SIDE OF THE EXISTING NOTIFY USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF ASPHALT PARKING LOT SOUTH OF BUILDING E. ELEVATION SHUTDOWNS EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. INFRASTRUCTURE BY THE CITY. DATUM IS APPROXIMATELY 15' ABOVE COB DATUM. BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE THE MPWSS GENERAL CONDITIONS, AND SUPPLEMENTARY 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE CONDITIONS ARE INCORPORATED BY REFERENCE. SPECIAL 7) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM 2) CONTRACTOR TO PROVIDE CONSTRUCTION STAKING PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM PROVISIONS TO THE AGREEMENT AS PROVIDED ON THESE PLANS WITHIN EXISTING STREET EASEMENTS. SUFFICIENT TO LAYOUT WORK. STAKING OF PUBLIC STREETS TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING ARE ALSO INCLUDED IN THE PROJECT SPECIFICATIONS. AND UTILITIES AND BUILDINGS TO BE UNDER THE DIRECTION OF ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE 8) CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH THE LICENSED SURVEYOR, AND CERTIFIED. BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE 2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, THE STORM WATER POLLUTION PREVENTION PLAN (SWEEP). BOZEMAN PERSONNEL ONLY. SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. 3) SITE WORK STAKING SHALL CONSIST OF GRADED OFFSETS PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF 9) CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TO TOP BACK OF CURB AT BEGINNINGS AND ENDS OF CURVES 3) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR THE CITY FOR THE TEMPORARY CLOSURE OF ROUSE AVENUE AND 50' STATIONS ON TANGENTS. PIPE TO 6" ABOVE THE PIPE. PIPE-LINE BACKFILL SHALL BE 3 TO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEER FOR SEWER MAIN CONNECTION. TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL �, 0 MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER 4) WATER LINE STAKING SHALL CONSIST OF 20' GRADED TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE WATER PIPE UNLESS SPECIFIED OTHERWISE. •V CU U AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF 10) A GEOTECHNICAL EVALUATION HAS BEEN CONDUCTED BY OF ROADS AND PARKING LOTS. i J THESE UTILITIES. ALLIED ENGINEERING. COPIES OF THE REPORT ARE AVAILABLE OFFSETS AT FITTINGS, VALVES, HYDRANTS, AND AT 50' 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH N C J UPON REQUEST. STATIONS. SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE 3) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER 0 0 ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR 5) SEWER LINE STAKING SHALL CONSIST OF 2 GRADED MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY RESTRAINED. 11 CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT �+ SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR ) OFFSETS AT MANHOLES AND OFFSETS FOR SERVICE LINES. EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. i DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, a) to TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO �- PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. 6) STORM DRAIN STAKING SHALL CONSIST OF 2 GRADED ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION C N THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT HAS BEEN MET. PER MPWSS N0. 02660-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES >= 0 ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. OFFSETS AT MANHOLES AND INLETS, AND GRADED OFFSETS FOR AND FITTINGS. fC co SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. OTHER DETENTION BASINS. 5) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS L) - y UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL 12) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO DRAWINGS NO. 02213-1 AND 02213-2. 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS N 0 HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR PROVIDE GRADUAL TRANSITIONS BETWEEN NEW AND EXISTING 7) BUILDING STAKING SHALL CONSIST OF 8 GRADED OFFSETS 02660 AND AWWA C651. ONE-CALL LOCATORS. CALL BEFORE YOU DIG. GRADING. FOR THE 4 EXTERIOR BUILDING CORNERS. CD 1-800-424-5555 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO Ca Y c v 4) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS 13) NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 L c6 st: SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR psi OR 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS d 0 0 AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN OR HIGHER) AT THE HIGHEST POINT IN NEW LINES. VERIFICATION. THE ENGINEER CAN BE REACHED AT: ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE STAHLY ENGINEERING & ASSOCIATES INC. WITH THE GRADING PLAN AND PREPARED FOR SEEDING AND 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER 851 BRIDGER DRIVE, SUITE 1 SEEDED. CONTRACTOR TO CONTROL WEEDS IN DISTURBED SERVICE PRIOR TO CONSTRUCTION. AREAS DURING CONSTRUCTION. BOZEMAN, MT. 59715 PHONE (406) 522-9526 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN FAX (406) 522-9528 ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, oay_ 0) AND FLUSHING FLOW TO BE 10 FT/SEC. Cc •> m g 5) THE CIVIL SITE WORK IS PART OF A LARGER PROJECT �'• �`�� INVOLVING OTHER TRADES WITHIN OR ADJACENT TO THE SITE. 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS V '� a THE CIVIL SITE CONTRACTOR SHALL COORDINATE WITH OTHER MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" TRADES TO ALLOW THEM SUFFICIENT ACCESS TO THEIR WORK. TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE o U) •— o�< LINES. 11c» CIVIL SPECIFIACTIONS RECORD DRAWING C 0.1 1-15-16 omcau oanwwcaiza a...sa. SECTION 00850 SPECIAL PROVISIONS •Montana Department of Environmental Quality approval of water and sewer main extensions 4"Fire Service Connection(includes valve and cap)(ea) Truncated Domes 5'x 2' Oct 14,2014 •City of Bozeman approval of public infrastructure This item is for the connection of the 4"water and fire service lines that are to be stubbed and This item is for the installation of detectable warning surface pads.The measurement for this item •Montana Department of Environmental Quality approval of Sorm Water Discharges capped for future phases.This includes service line fittings,isolation valve at main,and end cap. is by per pad. 1. PROJECT DESCRIPTION AND SCOPE OF WORK Associated with Construction Activity(SWPPP) 1.01 PROJECT DESCRIPTION:The Cannery District(Phase 1)is located along the north side of •City of Bozeman Storm Water Management Permit 2"Service Line(If)per MPW Soil Replacement and Finish Grading ley) East Oak Street,west of Rouse Ave in Bozeman,Montana. Copies of the permit and approvals will be provided to the Contractor.It is the Contractor's This item is for replacement of a minimum of 6"topsoil from the spoil area to landscaped areas 1.02 SCOPE OF WORK FOR SITE CIVIL AND UTILITY PROJECT: responsibility to comply with all conditions of permits and approvals. 2"Water Service Connection(includes valves and riser)(ea) outside of buildings and paved areas and finished grading.This material is for non-structural fill in Portions of the site work shown on the plans will be completed by the building contractor.The This item is for the connection of the 2"water service lines.This includes installing all fittings, landscaped areas. 0 limits of this work is shown on the Civil Site Plan.The site and utility work will extend out from 8.02 JURISDICTION:The performance of this work shall be under the jurisdiction of the following corporation stops,curb stops,boxes,tapping saddles,and the first isolation valve inside the this limit to the extent of the work shown on the plans.Water,sewer and storm mp) water utility work agencies,departments,and standards and compliance with the requirements thereof is required: building. Service line piping is a separate item. Parking Lots-Painted Lines and Markings(lu 'r Avenue,No.1 may extend inside this limit to provide connections to new or existing piping.The water and sewer Federal Level: United States law. This item is for the preparation,layout,and painting of all pavement lines,words and symbols Rouse , mains and services u to the curb stop will be owned and maintained b the City of Bozeman,and 1"Service Line(It)per MPW within the parking lot areas. P P Y tY State Level:Montana Department of Environmental Quality;Department of Fish,Wildlife& Bozeman,406 585.1112 must be accepted by the City. Parks;Montana Department of Transportation;state annotations to these codes;and Montana 1"Water Service Connection(includes valves and riser)(ea) Signage(ea) fax r' 585.5518 Work included in site civil and utility project: State law. This item is for the connection of the l"water service lines.This includes installing all fittings, This item is for the installation of sign posts,bases,signs,placards,and plaques. Sign relocation is •Site mass grading,finish grading and topsoil replacement Local Level:City of Bozeman ordinances and regulations. corporation stops,curb stops,boxes,tapping saddles,and the first isolation valve inside the considered equivalent to a new sign installation.The quantity of measurement for this item is •Storm Water Pollution Prevention Plan(SWPPP)plan requirements Contractor's Responsibility.The Contractor shall familiarize himself with the requirements of all building. Service line piping is a separate item. quantified by the number of sign bases. •All water mains,appurtenances,and services to the buildings,including the service valve in regulatory agencies pertaining to the performance of the work on the project. ll Connect to Existing 12"Main with 8"WM includes valve(ea) Temporary Asphalt Access(includes base gravel)(sf) the buildings additional With the permit,licenses,eception of the se and feesnecess listed sary ryin,or thethe n erforrnance of the work.tractor shall secure and aTherOwner shall This item is for the connection of the new 8"water main to the existing 12"water main.This This item is for the construction of a temporary asphalt access,and includes the typical pavement `avv`vvtot4TA/V rrrriiz •All sewer mains,manholes,grease trap,and services to the exterior cleanout provided by P a4' P �� the building plumber. be responsible for all charges or fees associated with providing post-construction service to the includes exploratory excavation,and installing the tapping saddle and valve. section. �•e„ i •All storm sewer mains,inlet structures,basins,outfalls,and roof drain services to the work. -�'�,ts00RROELLL D.•�•s The Contractor shall perform all work in accordance with the regulatory requirements. End Cap on Existing Main(ea) Temporary Gravel Access(sf) POOL building foundations. p gr n' q Y This item is for installing the end cap on the existing main prior to construction of the new water This item is for the construction of a temporary gravel access using existing on site gravel. =9••N0.11645PE:rr conflict between the Contract Documents and the regulatory requirements shall be brought to the ur •Utility sleeves for franchise utilities as required by the utility service provider main.This includes excavation and all incidental work involved. •Street and parking lot construction,including street and parking lot Signage and striping immediate attention of the Engineer. i�tcs,PEN g..Cd����� •Sidewalks, ed ramps,and concrete flatwork outside of buildings construction limit. Asphalt Restoration over Water Main(approx.390 SY)(lump) 'zrir 9/ONA��p�, P P g 9. STORM WATER POLLUTION PREVENTION PLAN(SWPPP) rmrgiilttitpu� •Any and all incidental work required to complete these items This item is for the restoration of asphalt over the new water main that will be installed in the Work not included in site civil and utility project: 9.01 STORM WATER POLLUTION PREVENTION PLAN:The Owner has obtained Montana existing asphalt parking lot.The estimated quantity assumes a 14'wide asphalt demolition width along the water main trench. This drawing is not intended nor shall It be •Foundation excavation and backfill Department of Environmental Quality(MDEQ)approval of Storm Water Discharges Associated 8 Startup,Excavation,and Grading Phase 1 Unit used for construction purposes unless the •Building demolition with Construction Activity permit.This permit includes a Storm Water Pollution Prevention Curb Restoration over Water Main(approx.95 1 lam 101 Mobilization,Bonding,and Insurance 1 lump signed professional stamp of a registered Plan or SWPPP.All work shall be conducted in accordance with the SWPPP.During the (pp f)( p) 102 SWPPP Conditions and BMPs 1 lump architect employed by Comma-0 •Exterior vertical structures(retaining walls and trash enclosures) Thisi f the restorationf item s or e o curb and gutter the t i that b installed guer over e new water man a we nstae in affixed above. contract period the SWPPP shall be administered by the Contractor.The Contractor'sTO Construction Staking 1 lump AmIriteture,Inc.is a •Franchise utilities the existing parking lot.The estimated quantity assumes 14'of curb removal at each crossing and coNsuLrANrs administrator shall receive the training required by the MDEQ for this task prior to the contract 104 Topsoil Stripping 8"depth over 1/2 of site 3109 cy •Site lighting period.Dunn the Contract period the Contractor shall be responsible for all record keeping, 40'of removal at the island(hydrant location). g P P105 Site Grading to subgrade cut and fill on-site 2145 cy 9p p •Site landscaping and furnishings permit fees,and penalties.At the end of the Contract,the Contractor shall provide the Owner 106 Site Grading and Haul to Stockpile 2145 c p,I1LL p g g with all of there aired records and the Owner will administer the SWPPP until final termination Connection to Existing Main in Rouse(includes Traffic Control)(ea) 9 p y O� rl� 4 107 Site Demolition(asphalt and concrete) 13301.y <y C of this permit. This item is for the connection of the new sewer main to the existing sewer main.This includesasi 2. CONTRACT TIME exploratory excavation and verification of existing pipe alignment,grade,and condition.Since this STAR LY 10. SCHEDULE OF VALUES connection is located in an existing street this item also includes traffic control and road restoration. Water Improvements Phase 1 Unit 2.01 CONTRACT TIME:The Contract Time will commence to run on the day indicated in the 201 8'Water Main D.I.P. 1542 If Agreement or Notice to Proceed.The contract time includes seasons where weather may affect 10.01 SCHEDULE OF VALUES.The contract payment shall be by stipulated price.For the Temporary Connection to Existing Main(ea) 202 8'Valve 8 ea �9 19f0 . the project schedule. Scheduled shutdowns are anticipated dun periods of inclement weather. purposes of ro ess payments and additive/deductive changes to the design,a Schedule of This item is for the temporary connection of the existing sewer main to the new sewer main in 203 8x8 Tee 3 ea fJ'l S P J P g P pm'P P gr P Ygn, O �.' Ample time has been provided to complete the work within the contract time prior to the Values shall be completed by the Contractor.A template for the Schedule of Values with order to provide sewer service to the existing buildings during construction This includes 204 8x6 Tee 7 ea completion date.Weather days will not be added to the contract time.Work shall be itemized quantities provided for each of the work schedules is provided.Items have been exploratory excavation and verification of existing pipe alignment,grade,and condition. 205 8x4 Tee 3 ea substantially complete by July 1st 2015.The Work shall be finally complete and accepted by quantified in accordance with the Montana Public Works Standard Specifications(MPWSS) 206 8'90 deg elbow 1 ea the City by August 1st,2015. where applicable.Where the items are not included in MPW SS or where an alternative Existing Sewer Service Connection(ea) 207 8'45 deg elbow 3 ea s item s or the connection ofii existing sewer services to the new sewer main.Thi n.This includes 208 8.22.5 de ea -D ES I G N.5 quantification is used a brief description of the item and it measurement is provided below. This i i £ 9 elbow 4 providing temporary service during construction. Service line piping is a separate item. 209 Blow off dram 1 ea Some items are included in more than one work schedule.3. BONDING AND INSURANCE 210 Fire Hydrant Assembly 7.5'bury 4 ea and Scape architecture p Mobilization,Bonding and Insurance(lump sum 8"Sewer Main(If)per er MPW 211 Additional Hydrant Depth 1 If 3.01 PERFORMANCE AND PAYMENT BOND:All site civil and utilitywork shall be bonded. 10"Sewer Main(If)per MPW This item includes the cost of Contractor's mobilization,miscellaneous start-up costs, 212 6'Service Lines 256 If The publically maintained water and sewer infrastructure shall have the City of Bozeman named de-mobilization,and the cost of Contractor's performance,payment and maintenance bonds and Standard Manhole 5'Depth(ea)per MPW 213 6'Fire Service Connection(includes valves and riser) 3 ea as a dual oblige. Prior to initiation of construction of the water and sewer infrastructure,copies and liability insurance. Extra Manhole Depth(H)per MPW property $' 21 4'Service Lines 86 If Linda Iverson of the Contractors Performance and Payment Bonds,each in an amount equal to 100%of the Sewer Service(4"and 6")(It)per MPW 215 4'Fire Service Connection(includes valves and riser) 1 ea contract amount,in favor of the owner,shall be filed with the Owner and the City of Bozeman. SWPPP Conditions and BMPs(lump sum) 216 4'Fire Service Connection(includes valve and cap) 2 ea landscape design 8 This item consists of the cost to install and maintain BMPs throughout construction,as well as 1000-Gallon Grease Trap(ea) 3.02 MAINTENANCE BOND:Prior to CiTy's acceptance of the infmslructure within of the This item is for installing the grease trap,vent lines,grade rings,cover,fittings,and pipe inside the 217 2'Service Line 338 If publically maintained infrastructure,the Contractor shall post a Maintenance Bond with the City maintain the administrative requirements set forth by the Montana Department of Environmental grease trap. 218 2'Water SeNce Connection(includes valves and riser) 5- and Owner equal to 20%of the actual cost of these improvements to correct any deficiencies in Quality. 219 1'Service Line 13 If workmanship and/or materials which are found within the two-year warranty period.The City Construction Staking(lump sum) Clean Out(ea) 220 1'Water Service Connection(includes valves and riser) 1 ea of Bozeman shall be named as a dual oblige on the bond.The City of Bozeman expressly This item consist of the cost to provide construction staking as required in the Civil Specifications. This item is for installing all fittings and pipe in the sewer service cleanout assembly,along with 221 Connect to Existing 12"Main with 8"WM includes valve 1 ea reserves the fight to draft the Maintenance Bond for repairs not completed by the Property the casting/monument box and concrete pad as required. 222 End Cap on Existing Main 1 ea Owner,Developer,or Contractor within thirty calendar days of being advised that repairs are Topsoil Stripping 8"depth over 1/2 of site(cy) 223 Asphalt Restoration over Water Main(approx 390 sy) 1 lump required.The Commencement Date for the Maintenance Bond shall be the date of acceptance This item consists of removing topsoil to a depth of 8"from existing grade on undeveloped areas 30"PVC Storm Drain(If)per MPW 224 Curb Restoration over Water Main(approx 95 If) 1 lump by the City of Bozeman on the Certificate of Completion and Acceptance, The Maintenance of the site(approximately 1/2 of the site). 24"PVC Storm Drain(If)per MPW Bond shall remain in force for the two-year period following this date,however if the expiration 18"PVC Storm Drain(If)per MPW Sewer Improvements Phase 1 Unit ar date of the Maintenance Bond falls after November 16,the expiration date of the Maintenance 15"PVC Storm Drain(If)per NOW 301 Connection to Existing Main in Rouse Includes Traffic Control 1 ea 3 P� Site Grading to Subgde cut and fill on-site(cy) 9 ( ) Bond shall be June 30 of the following year.Maintenance Bonds may be in the form of a Surety This item consist of grading the site after topsoil has been stripped,to create the final subgrade 72"Manhole(ea)per MPW 302 Temporary Connection to Existing Main 1 ea O Bond or Certified Check. surface.This work includes drive aisle and parking lot excavation to subgrde and compaction. 60"Manhole/Curb Inlet(ea)per MPW 303 Existing Sewer Service Connection 3 ea V m This material will be placed on the site in areas that are below finished grade.This quantity was 48"Manhole/Club Inlet(ea)per MPW 304 8'Sewer Main 482 If 'i J 3.03 LIABILITY INSURANCE:All Contractors shall be required to provide liability insurance as estimated using a 15"average cut/fill depth over 50%of the area of the new on-site pavement,6" Retention Basin Excavation(cy) 305 10"Sewer Main 856 If J MAspecified in the Supplementary Conditions,SC-5.04. concrete pads,as well as the required cut beneath new curb and gutter.This quantity includes an This item is for the excavation,transport,and final gmding of the retention basin. 306 Standard Manhole 5'Depth 6 ea O >'n additional T over dig on the outside of the curb. 307 Extra Manhole Depth 19 If a 3.04 PROPERTY INSURANCE:All Contractors are required to provide property insurance as Bioswale Excavation and Media Import(cy) c 308 Sewer Service(4"and 6") 497 If y to specified in the Supplementary Conditions,SC-5.06. Site Gradingand Haul to Stockpile c This item is for the excavation and construction of bioswales,including import of bioswale media. ra o P (Y) 309 1000-Gallon Grease Trap 1 ea d 1= (L ,y This item consists of grading the site after topsoil has been stripped,to create the final subgrade 310 Clean Out 1 ea a)4. PRE-CONSTRUCTION CONFERENCE 24"RCP Flared End Section(ea) >✓ IN a surface.This work includes drive aisle and parking lot excavation to subgrade and compaction. O This material will be placed on site in stockpiles to the east of the project area.This quantity was This item is for the installation of the 24"flared end sections at the exposed ends of storm drains. R DC] �- - 4.01 PRE-CONSTRUCTION CONFERENCE:The Engineer will schedule a pre-construction Included in this item are trench excavation,backfill,and grouting the connection to the storm drain. Storm Drainage Improvements Phase 1 Unit (� y ° meeting with the City of Bozeman and Contractor for publically maintained water and sewer estimated using a 15"average cut/fill depth over 50%of the area of the new on-site pavement,6° 401 30"PVC Storm Drain 230 If a) p N infrastructure.The Engineer will provide the contractor with the Pre-construction Meeting concrete pads,as well as the required cut beneath new curb and gutter.This quantity includes an 30"RCP Flared End Section(ea) 402 24"PVC Storm Drain 756 If � L o additional 2'over dig on the outside of the curb. 403 18'PVC Storm Drain 39 If N Checklist provided by the City listing the submittals that must be provided to the City of This item is for the installation of the 30"flared end sections at the exposed ends of storm drains. U) 6) Bozeman prior to the preco¢struction meeting. cc Site Demolition(asphalt and concrete)(sy) Included in this item are trench excavation,backfill,and grouting the connection to the storm drain. 404 15"PVC Storm Drain 141 If 405 72"Manhole/Curb Inlet 2 ea m a 5. WARRANTY This item consists of demolition and disposal of existing concrete,asphalt,and curb.This material 11 O U o 8"PVC Roof Drain Service Line and Risers(It) 406 60"Manhole/Curb Inlet 6 ea maybe used in the street section in accordance with plans. o' This item is for the installation of building roof drains to the storm drain mains.This includes all 407 48'Manhole/Curb Inlet 2 ea 5.01 WARRANTY:All site civil and utility improvement shall have a two-year warranty.The 8"Water Main D.I.P.(If)per MPW fittings and risers to the building downspouts and elements. 408 Retention Basin Excavation 1440 cy warranty period commences at the date of acceptance by the City of Bozeman.For publically 8"Valve(ea)per MPW 409 Bioswele Excavation and Media Import 318 cy maintained water and sewer infrastructure,the Owner,Engineer,and City Public Works 6"PVC Storm Drain(It) 410 24'RCP Flared End Section 1 ea Department shall conduct a two-year warran inspection within not less than 75 days or more 8x8 Tee(ea)per MPW P ti tY P Y This item is for the installation of a 6"storm drain and includes the connection to the existing storm 411 30'RCP Flared End Section 1 ea than 120 days prior to the expiration of the warrant The Contractor shall repair and 8x6 Tee(ea)per MPW W Y P P Y P sewer. deficiencies noted in the inspection within 30 days.The City of Bozeman expressly reserves the 8x4 Tee(ea)per MPW 412 8'PVC Roof Drain Service Line and Risers 343 If M 8"90 deg elbow(ea)per MPW 413 6'PVC Storm Drain 43 If right to draft the Maintenance Bond for repairs not completed by the Contractor within thirty Rip Rap(cy) 4 > FL e calendar days of being advised 45 deg elbow(ea)per MPW 414 Rip Rap 5 cy vised that repairs are required.The Contractor is responsible for all This item is for the installation of the rip rap apron at the storm drain outlets into the retention U a warranty work,including work completed by subcontractors. 8"22.5 deg elbow(ca)per MPW pond. y Blow offHydrant(ea)per MPW Street,Parking,and Sidewalk Improvements Phase 1 Unit w - 6. NOISE IMPACT Fire Hydrant Assembly 7.5'bury(ea)per MPW Utility Sleeves 8"(If) 501 Utility Sleeves 8' 1000 If o N Additional Hydrant Depth(If) This item is for installation of utility sleeves beneath parking lots and drive aisles as required by 502 Pit Run Sub-base 4290 cy _ 6.01 NOISE IMPACT:To minimize construction noise impact on the local residents,no This item is for additional hydrant depth beyond 7.5'. North West Energy. Typically several sleeves will be installed at each location.The payment is 503 Crushed Road Base 1716 cy d construction activities will be allowed between the hours of 8:00 p.m.and 7:00 a.m.unless by lineal foot for each sleeve installed.This item does not include electrical or irrigation sleeves or 504 Asphalt Concrete Pavement 1383 tons explicitly allowed b the Engineer.This allowance is not authorization of overtime costs. 6"Service Lines(10 per MPW 505 Curb and Gutter 3776 If P Y Y gi conduit under parking lots or sidewalks. _ 6"Fire Service Connection(includes valves and riser) 506 6'Thick Concrete Ramps and Aprons 1281 sf 7. DISPOSAL OF MATERIALS This item is for the connection of the 6"fire service lines.This includes service line fittings, Pit Run Sub-base(cy)per MPW 507 4'Concrete Flatwork,plain 6929 sf SPECIAL PROVISIONS - isolation valve at main,riser,and the first isolation valve inside the building.Service line piping is Crushed Road Base(cy)per MPW 508 4'Concrete Flatwork,architectural jointing 801 sf 7.01 DISPOSAL OF MATERIALS:Dispose of all non-salvageable material in accordance with all a separate item. Asphalt Concrete Pavement(ton)per MPW at in place density of 1451bs/ef 509 Sidewalk Chase 14 If E C O R D applicable laws,rules,regulations,and in particular,the Montana,Solid Waste Management Curb and Gutter(If)per MPW 510 Truncated Domes 5'by 2' 19 ea Act.The disposal of any materials and debris related to this project will be the responsibility of 4"Service Lines(It)per MPW 6"Thick Concrete Ramps and Aprons(sf)per MPW 511 Soil Replacement and Finish Grading 1235 cy the Contractor. (. )( ) 4"Concrete Flatwork,plain(sf)per MPW 512 Parking Lots-Painted Lines and Markings 1 lu RAW I N G 4"Fire Service Connection includes valves and riser ea 4"Concrete Flatwork,architectural jointing(sf)per MPW 513 Signage 6 ea 0■ 8. PERMITS AND REGULATORY REQUIREMENTS This item is for the connection of the 4"fire service line.This includes service line fittings, Sidewalk Chase 1 �^1 isolation valve at main,riser,and the first isolation valve inside the building.Service line piping is 1 514 Temporary Asphalt Access(includes base gravel) 3629 s f 1 15 1 V 8.01 PERMITS AND APPROVALS: The Owner has obtained the following permit and approvals: a separate item. This item is for the installation of sidewalk drainage chases. 515 Temporary Gravel Access 5761 sf ORIGINAL DRAWING a2E:2Px96" DEMOLITION NOTES 1) PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE 4) BUILDING DEMOLITION SHOWN TO BE CONDUCTED BY SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH BUILDING CONTRACTOR. EXTERIOR DEMOLITION TO BE EXISTING CONDITIONS. CONDUCTED BY THE SITE CONTRACTOR. 2) BUILDING F AND THE NORTHSIDE BUD ARE CURRENTLY 5) EXISTING WATER AND SEWER LINES MAY BE ABANDONED Architecture,Inc. W OCCUPIED. MAINTAIN SERVICE TO THESE BUILDINGS IN PLACE AFTER ALL CONNECTIONS HAVE BEEN TERMINATED. THROUGHOUT CONSTRUCTION. REMOVE ALL WATER VALVE BOXES AND SEWER MANHOLES 109 IN Rouse o TO A DEPTH OF 36". 3) DEMOLITION SCHEDULE WILL DEPEND ON TIMING OF Bozeman,0 585.1112 k,p Op R REPLACEMENT SERVICES. KEEP PORTIONS OF EXISTING 6) REMOVAL OF CONCRETE SLABS OR FOUNDATIONS G• • UTILITIES IN PLACE UNTIL REPLACEMENT UTILITY LINES ARE INCLUDES REMOVAL DOWN TO A DEPTH OF 36" AND X COMPLETED. SCHEDULE DEMOLITION WORK WITH THE OWNER REPLACEMENT WITH MATERIAL SUITABLE FOR FINISHED W; 'E TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR SURFACE. WHERE FINISHED SURFACE IS VEGETATED, THE UNINTERRUPTED FUNCTIONING OF THE FACILITY. DEMOLITION TO INCLUDE REPLACEMENT OF SUITABLE TOPSOIL. e i L S� 7) THE SITE CONTRACTOR SHALL PROVIDE ALL DEMOLITION ��p�pNTAH x, INCIDENTAL TO OR REQUIRED FOR NEW AND RENOVATED SITE EXISTI RAVEL DRI E may, CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED. n o ------ _ TO BE REM D \ � EXISTING WATER DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL .OO�i� OVERHEAD POWE NE MO BE \ NOT DAMAGE ANY SERVICES INDICATED TO REMAIN. ��:No.POOL ,'W` REMOVE EXISTING D SERVICES R I r ' - ---- EXISTING SHED '.�'pj•S�el9 , �2�. L E ADDITION TO BE ' REMOVE CR TE PAD DEMO'D LEAVE WALL SS�ONA�`p���\`` ELECTRICAL - a REMOVE'- AS LINE TO `e �� BLDG REMOVE E ISTING VERHEAD This drawing is not intended nor shall It be wl WATER T WEIR.B�G c w g �� COMMUN C TON L N TER �h��a�coon stamp purposes unlessthe i 115 E.OA used kr consl TE arc r e \ NEW SERVI E LINE IS P D n employed bna OCori islered 7 \' Archlteture Inc is affixed above. ` 1r ucE 0 `• _ •p\ \ CONSuuT 8 n REMOVE PORTION OF I o,� � CONCRETE PATIO e a ��1NEfyj� Z BLDG G � e 109 E.OAK o ` R MOVE PORTION �� ,�c\9e ING SEWE c� �P�� �, a MAIN AND SERVICES o 25 so tao 191 0 O r ` 0 EXISTING STORM of STO B PLACED cru 'P Y iN pggq J�l7NTFS ' Q, AIN, CONNECT a 0 NEW ii i I EXISTING BUILDING, E ISTINGI RECIEVING ss\ 1? FOUNDATION TO BE d S ED TO BE DEMO'D BY \I`a �! 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I P' ONITAN 2y�i Westlake and Martinen N COS 2877 i I Cannery District Fm81Pg543 1.95 Acres , Tract I y Boundar o •CDHDELLD.• ' D COS 2 7 OL =9'.No.11645 E'W_ I 3.76 A res New Boundary I ing Boundary IN FEET used form slmO oAw,o`ses unless ity Limits I To Be Rel ca y�te StOte 9 0 25 50 700 This drawing Is not intended nor shall it be _____ _ _____ the — I O ROw ned Professional Stamp of a' I Sig p registered ---------- ---------- architect employed by Cornini ' _____________ ______ Architeture,Inc.is affixed above. f , ] ______________ li coNsuL*ANrs i f i d New 30' Water d I I Sewer Easement t o Sewer Easement o �_, I pp ' City of Bozeman I f Boz p L New 30' Water nd I ! I _ _ _____ ______ _____ to I I --------------------- Sewer Easemen --� Bose STAHLY I II 2sT fOCINT�S' 0 2877 In I .2 Acres oa Water d ` ■ DESIGN.5 Cob m New 30' Tract I v andscape architecture Doc#2023939 l l l i ii Sewer Ea Bozeman COS 2204 i I _- I In 30'No Id. E t. COB Tract 1 I ■ ■..■ 0pg380 Doc#22348Linda Iverson COS 2204 � , o be vacatd -- --- landscape design City Llmlts �\, � Cit Llmlts 1 LExisting Zonin GCBAZ -I City Im:LLL�I�mH - •.a....._....+�...... � Existing Zoning GCBAZ M-I ■H,•.••••.+�...■■■■a• ■■------■•-- •r..•x■...,■■■•• .......•...•..e• .x■t Existing Zonin PLI -- - - _ ;�•••� Existing Zo ing COB B= --- xistin a�ng C B B-2 •• i f-1/7 Tract 1 ■CC1 •••• Plat 391 ■G . -�------ ----- - ------ i I I i ■ •••••>f�Q ! Tract 2A : S 21 288 m Plat 3916 �Jo��Pj ty of Bozeman ■O COS C-41—C a`o & Im Addt'n Lo sin I ' ■ � 3 �•••i : c _ Go\\ot`3goU�Cy •♦•••1♦• Easement Existing Street ROW to I : V '= O Ztas 2,\2g0 ♦♦1♦ Fm168Pg30 vacated and replaced wi h I� N J C, ♦ (To be vac ed)I ■ p N 0 ♦ ♦ Easement to City of Bozema 0 y ♦♦ ___ i ■._ C Oak Street Oak Street ♦ ak Street in: 1 i ca Ord# 575 Ordinance 575 8K10pg617 •♦j♦ Ordinance o. 575 Bk g617 X d 1♦ T :LV cc o 3 ♦•♦♦1♦ Street RO ! it Existing Stre o be (� m y ♦•♦ (to be va d) I vacated and rep with ract 5 p •♦•i Lot n IME ADDITION r a d Sewer Plat 391A In L ♦♦♦♦♦♦• BLIO QI I I Easement to City of Bozeman :Q N 60 E R _ •1♦• Alley(to be vacated) I I o d O U z 1♦ ■oc ♦ I I ■ a I ■s I ■i ■o ♦♦♦♦♦♦•1♦♦ i I ! I z a _ Z ■ 06 N -O a ■ m� Tract 4 RS!j I I o'o I Plat 391A ■ d SR! o .9 O��/�•♦��On I I Tract 3 : 9/1.1•♦�J^ I Plat 391A SURVEY SUMMARY MAP �e'O♦♦ ' RECORD • , DRAWING C 1 .3o •. o •••..... oak Street RQW.....�.�.......�.....................� 1-15-16 jr •��.•.�.......■■■■■ •. ORIGINAL DRAWING a12E:2d'x96" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ '_'_'_'_'_21'SPACES. ' STORMWATER. . . . . . . . . . . . . . . . . . . . . . . . . . comma-0 . . . . . . . . . . . . . . . SNOW STORAGE . . . . . . . . . . . . . 1' IN Rouse Avenue,No.1 Bozeman,MT 59715 1. 22 SPACES ----- fax 585.5518 B I I A ptNTAN vvv���i n C0� 'w 22 SPACES 22 SPACES 20 SPACES 8 SPACES `-�f BLDG O r i �Ad� =9; POOL .s'==_ 107 E.OAK pj i f - fi�'� .0.Na.I lo— E•m 30' WIDE WATER- 0 25 50 IN FEET � NAL i SS �� O I m .Anse SEWER EASEMENTS s`G`"�"'�"�'"� a�ws�E ❑ ❑ II s -` This drawing is not intended nor shall it be used for construction purposes unless the ❑ ❑ ATE I � 1B75 D CA � _. �-- ' re oWE 11 FUTURE PHASE WATER; signed professional stamp of a registered s" G LANE - ❑ ❑ ❑ ❑ � I s< �, --- -- -- 6 SPACES ----- Ar Mies employed,Inc.i by CommaO S" Arohiteluro,Inc.is affixed above. 0 - _-; — o " : -- - »no - - 273P Es MAINS, SERVIC SANDLIU ,-77 co'sur 'ra w; HYD TS- D QE) F4 r( Q ACES NF lNLL�jb rn1 _ -_ __-__ ____79 SPACES______ �� 4 Z BLDG G -- ---------------- - -- ------ ---- v — o m - 8 ---------- - a - - F LANE - ,-------------------- �i i ❑ O 109 E.OAK z iN T LY 19 SPACES- ❑ ,wsse ________ ;1,,� s,,,` 53 0 _--__-SPACES � >-______N-- y •p & I s ��� 9�f4CiRTES _! CpcC PH 1 WATER MAINS, t s I - SERV AND E E I \ ,��,S R ¢ LU 1 DCL7CT L r 21 SPAC S I �I� , G E I HYDRAI� SOLID I I -DESIGN.5 g 1 BLDG F i BLDG M andscape architecture 5LDG/N w 27w Vi PARKING PLA� 111E.OAK 3 .OAK Ui EXISTIN AlTO 231E.OAK K ' 105 E.OA == 14 SPACES ¢I 1 I- 4' S ACEp z w BE BAND N D 0 10 I �1� Ieron T UE) --- Lind andacV s / / ❑ x � IL TRAIL RAIL TRAIL , I qp e design , 29 SPACES s s � E LIN LOADING _ ! �� EXISTING FIRE AND NE ,,. , i ------ ------- -- - -------� -- - - ------------ I WATER SERVIC BLDG D " I i 1285 N.ROUSE Ic BLDG B ❑___❑ 1251 N.ROUSE }III Z ❑ ❑ ❑ I REMAINCES P o LID A m I CU „7 E.OAK ❑ ❑ °; h NEW CONNECTI TO �s IN / o rn ® o ____--s___ _I ----- _ r _____ -___ ___________ _ ____ _ i C 31 SPACE S 6 ..zM..z� M..z��;. .zi�,..z�;..z �O z� ..z� ..z��,..z ..z z2p'O §� �.zi ❑ ..z�� ' ❑ _____ ______ __ ___________ __n_____---______-l1 AC S-- sw�a•w M OO y I ems. � .-. QP6 �_ __________� I I w m Q, O Oq� sn W iS: �iia i i aw w N 0 In CU Y PHASE/BUILDING FOOT- STORIE GROSS USE DESIG A ION FT 3 WIDE WATER- I t PRINT AREA S ER g�6 J MEN r NORT(EXI G)UD i o U 3 (SF) (SF) PHASE 1 211 E.OAK BLDG E 9,231 4 29,698 RETAIL,RE T URANT,OFFICE BLDG F 12,000 18,2 16,500 RETAIL,BR ERY,OFFICE i •i off$ BLDG G 13,760 18,2 18,500 OFFICE BLDG C JJJ .> a BLDG H 1,600 1 1,600 OFFICE 1237 N.ROUSE c) 5 PHA�,I I ? BLDG J 11,90 1+M ZZ 13,400 HEALTH& X RCISE O & g In BLDG K 8,000 1+M ZZ 10,720 RETAIL 0 - PHASE 3 BLDG L 12,70 2 26,500 OFFICE BLDG M 8,700 2 16,000 OFFICE BLDG A WATER SITE PLAN PHASE 4 1203 N.ROUSE BLDG N 8 RECORD BLDG O 9,100 2 18,000 OFFICE TOTAL 92,791 160,918 D RAW I N G C 2.0 " " " w 1-15-16 " L—�n..zi�.Z�..zi ,r,,,zi ,„z� �.Z�..zire„zi�y', ORIGINAL DRPWING SRE 2a"x3d' .. m[xw Ax°[°¢°rr?„«m ert4a,fxlsTM,NsO cPmvA t+x°.xrmlw)E«w°wN c[xO[z N .� III a -O•KO antor CURB Architecture,Inc. E RPOZERN FACING N Rouse Avenue,NO.1 r r ,° Bozeman,MT 59715 ER ow AcR REHi ,jl eusxEs.TI EPftNEOLES, sDN°-T s°re`"" Rru 90'FITTING TEE OR CROSS GVP�)xx-1inu� «x xws orvA r onso O wmr LD-rx por R �?Ps VALVE eox TPLANOof p111111g111ry AP0NT GROUND LINE °` ANC woos .REwa,Nxs. L : POOL ;sc R`°""" Ran l T. 9p:N0.11645 eA"a°ni° u.IxCOVER ,RRN=x RA«r,L Ro y NmE caAr Roos wTtn kOPPEGE-STORAvstic No sD COATING OR EQUAL 4y _ _ 45-FITTING 22.5'FITTING BLOCK rouaNL FITTING RESTRAINT NOTES: 'This ledtofm siruction pufposesounieaG me RR=ym�:�„ `d x seOxxx max,. *ned professional stamp of a registered P=,[° x-OR.m)°°�o`p,, E° 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF architect employed by Comma-0 \ _' T THRUST BLOCKS. INSTALL ALL RESTRAINTS IN lvchiteture,Inc.is affixed above. wLa m,N„z � S` ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. corvsulTANTs >ac,m) 5. s >k K. �• ,'�C I.I.AS REOU RED ru 2. RESTRAINTS MUST BE INSTALLED TO RESIST PRESSURE OF 3 B ,; �M1 't ry PE sPECFEO L 200 PSI. CALCULATIONS BASED ON POLY WRAPPED �uv/ wxOADw °" DUCTILE PIPE, SAFETY FACTOR OF 1.5, TRENCH TYPE 5, �f%"�«a«Rt5 xore P,=w°,.==no.,x awre as TM=,TMxm.x a w==r=='°=rn=m nax wxuuRr raTE vuvE END CAP OR VALVE 6' BURY DEPTH, SOIL TYPE CL. ty 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO FITTINGS '"RUST BUCCONG AID A'CHORS REQUIRED On ALL R•vA ExmrvEER. n.vz cuelc TARO wnsNEo GRAVEL MUST BE RESTRAINED. TYPICAL RESTRAINT LENGTHS STAB LY n°x srAxO.R°x Ea RESrRuxts NAY BE usEu�x'ueu of OUNCOUT,'U'us,_G;E rvl cE'ol"f REQUIRED ARE SHOWN IN THIS DETAIL. THRUST BLOCKS NOT REOUIRED ON P v s ME CA--OR APPROVED EQUAL JOINT RESm MAY BE USED W LIEU OF CONCRETE THRUST BLOCK crry OF aILLINGS I. �9 " �. TIPICAL UTILITY 1RENCH DETAILS STANDARD SPECFICAToxs NONE No.azzz,-T CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR N0. 02660-3 CITY OF BOZEMAN SCALE: FIRE HYDRANT N0. 02660-4 PIPE SIZE 4" PIPE 6" PIPE 8" PIPE 12" PIPE f�'4C1R::V% STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 STANDARn DRAWING NONE FEB 2008 FITTING L FT L FT L FT L FT 90'FITTING 11 15 20 28 NOTES NOTES NOTES TEE OR CROSS 5 6 8 11 1. WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. FIRE HYDRANTS TO BE CONSTRUCTED IN COMPLIANCE WITH 45'FITTING HORIZ. 5 7 9 12 MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 22'FITTING 3 3 4 6 DESIGN.5 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. END CAP VALVE 44 62 82 117 afld SCape aFChltectUFE 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE PLAN AND PROFILE DRAWINGS FOR HYDRANT LOCATIONS, 45'FITTINGVERT. 19 26 1 34 49 PIPE TO 6" ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO DEPTH AND GRADES. WITHSTAND DEAD-END CONDITIONS. FITTING RESTRAINTS DETAIL 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. HYDRANT LEADS TO BE MECHANICAL JOINT. IF JOINT HALF SIZE: 3/e" = 1' Linda Iverson IS USED IN LIEU OF THRUST BLOCKS, ENTIRE HYDRANT LEAD TO BE RESTRAINED. FULL SIZE: Ui'a' = 1' landscape design STEEL PAANSED BILE LINE LINErve RR"°re ,x - B,/2•BOULEVARD EASE-OR a mom ' V\DmI ems `$RArGFD° (wP.) ro wwa ww STREET SURFACE 3. )K creourvo suRFUE < Rmx wu=ur . (fY�J r fO .+x+�+.v�x�woo... �) OR / 1 XZ UUGDLE I...III CON °a1OM a AG ,�.,.x.•,..= N clm .,BRG (mla.L)sre/LRE.oRooshAc[EPw UE HOR FIG LINES 0 PR STA.. ""x D G.TMRD RD[K N�[ D w N R�B D K 2 _ (nv.) ROD ON ILL SCURB BONES T-S R t Ez N LEGEND an w ROz[xx RR°vRF.rcNa rw,msm,ARRx or N C J COVER AT M.eL[Ox::=x wL.s..naaL. 0 : i PR. SEE DETAIL Imo-e•N r i=wM x�.�m R •} ux-{ 4 FOR ALL LINE o.RFa�RAnONs) u.Rlscv mauK"wRAn ) tl �wxe:�m'•w.,E.u•��`•�••°°: i° �` BELOW (ttPICAL .U..Fx.IR REARD, o�sw ,. ..,,,.. .: TON) i Ea em.q m a PPRO D ALTERNATE LG DR 7 CURB aroP RN.w �R a ww N R-x° w ww PIPEPE.-­ ° B^[xn�,PRfr[ml°N ISI NBL. °x w N m�„B. R c o cc wA ER M x.L w to �xRL. w�x .oa[° ;.4 r�N R° :a o a I Vi IN.a.. B S N TERN w"mm°bc U 44 u, :P ADD°d sFROM x�,xr }_ C�� ORGHT�D7 DER PB STOP FO BE USED FOR t RV CEs �,wac .E....a � i O C= meu Pmev swu a mun a°mnmum N x ewr.u.rmwx Q F OEtAIG OF A s u rxM,o.n'. scTf'neriv:°m U) U) N PROPERLY GO 0 (SEES CI BADKRLL AREA Y zumrt ON °a`o o v)a•n m v mar x„° °ro�Na.°.n Y INSTALLED //��� ) CaNt .- CO�RpORAnON R C ,n TAP MAIN A /%/ / // / // / °C0ENmNL[ngk,A$�{ WE rda s�hucN-F M ERN m.=.wa°,aa.mw,e°a m n mum rwm a ou a°.an `UVT eL RrTCE PIPE f4.CKRIYH SiGF° (,,%r a x�xuN�¢°wL� 13- O U .- /%/ BE. E 5ER fx0u0a`FACKFI w Dent[ oEpAIL 9 Txrtusr eLo um osme9o:°ue rr.°n a°yme•°°m 0 a .. .�..xa u cw..s,°.nN.an nrs V m D Pun.v°v....nw mme v mvvmm sT TEDEruI A vAL c01- CNMUL EmAcFJ a+M.T s) :"i..R(w,•�m)au°a,a re Pw am`�x. °. ,., .. .w... ®. w F-V wx..VIN ux. 6 IN. Fit NIN.2 I.W uTn PER 1 sx ne A,a.s.s, - ��� xOAx.x w xxxrx AN.ou��c xo� oxx,»=ers=ER AL,-e.xo ooa w,.,.x�„.1F °,a mwl°.P..,.am°:.:(.w :a.na�.e o:'B°_ .. �� \\\T` \ OV i.`ry�" nxvfo ooR E 06 1. R,n FOm eweR xFaRVRfO Tro INGNEO FLOOR E "' Ea�N ^.ERaR N r D,°. y°R.x°xw NNR�r R R [RUN TM. =.r w xE ���m= >_ a e 2. w x°IF, E[N[R x L Po K x L) - °uniRJ"' �e iLarJ '""°`':`�wg`w°w°w a ..+-sue STANDARD FIRE SERVICE °- WATER SERVICE LINE CITY OF H02EMAN SCALE: LINE INSTALLATION N0.02660-13 x.xLsrAu�cw sroP w wAr w n o"Imxls wv fr w°rr-Pwniwa. CITY OF HOZEMAN SCALE: NO 02660-15 CITY OF HOZEMAN SCALE: STANDARD DRAWING NONE DEC 2003 it FROM CURB STOP TO BUILDING WATER SERVICE LINE N0. 02660-12 FOR cuss 1,II,It IR ME o STANDARD DRAWING NONE Dec.2003 NONE DEC 2003 C[TY OF BOZEMAN SCALE: WATER SERVICE LINE LINES 2"AND SMALLER STANDARD DRAWING FOR SIZES 4"AND LARGER REV:APRII 1013 w - NONE N0. 02660-6 t Rev.A CII 2006 REV:APRIL 2Do, STANDARD DRAWING DEC 2003 t NOTES NOTES NOTES NOTES 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH WATER SYSTEM DETAILS - MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02660, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. RECORD 2. SEE PLAN AND PROFILE SHEETS FOR SERVICE SIZE AND 2. SEE COB DETAIL DRAWING 02660-17 FOR ADDITIONAL WATER 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR 2. SEE WATER SERVICE PLAN AND PROFILE SHEETS FOR LOCATION. SERVICE INTERIOR CLEARANCES. ADDITIONAL SPECIFICATIONS. ADDITIONAL SPECIFICATIONS. /\. NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF DRAWING L REFERENCE. OTHER STANDARD DETAILS MAY APPLY. �� G�1 C J V ORIGINA DRAW NG SIRE: 'x% / i - Lu w All— t � � U00 I 6w Q C)C) LL1 ' mN Kv r� 1 MJ�•y•�N a Q J ' Q �I M M t. N Rouse Avenue,Ni / I Ifax 406 585.5518 / s � / ao� I N N p j W Z W N I / UGE - -'.JGE o rn E UGE-�i,�-UGE UGE z J I GE UGE v,Qm I 1 --- -- 18 G a- I � wto unm _-- _ pNTgp / O G G m m m c G UU POOL U •x' No.11645PE _ 6.,W N I v, \ gyp••�G �6�� \=c 00 O _ O I �N bI b� This drawing is not intended nor shall it be + ----------------- - - -- y � used for construction purposes unl ess the , Q��V J signed professional stamp mar registered a______I am � architect employed by Coma-Q y C - ¢ N Architeturs,Inc.is affixed above. mN r W / consuLrAN.s _� ¢o W CD _ ❑ ❑ ❑ ❑ ❑ z y��lNEE1�jy �~ d O W Y Z I �w '1NItl 00 � N , ti z Q o� STAH LY ' l Q Q ,/ Q�1 ❑ ❑ ❑ ❑� ox iv90 W Y w�F: o U U x9sf�CiRTES� ' 40 XC7 X Q wrn CEUJ wow O w Q I Q' OryW Q w30 _ w M—� a_ ❑ 1 ❑ Ill M- ILLI z\i H m N Vl d (n M /L n ,NwoO (DO o A- `C -DESIGN.5 Q COM Q Q uj M „a „a <C ? andscape architecture c1 , m :G cn w m ,Q- g 2.5 25 50 Linda Iverson IN FEET landscape design 4760 0Mcc~+io,0�r�w cZ�� Iohwff] Or�t~il��w cZ�' p rr~i,Nw d Mv~i OW>Nw c� N~MO M~ .rOrd DOrJ7 WoJO� ` p�r7 OY O+rNr�II) W�NY 4760 7 p Co c0 + + te _ WO d NN a te N 711 11 WL Q Q wW W- J ~p wa : n v~iwo v~iwc� > O W >+ Q N X Z W Z< J > W > W - m > cn¢ N m S O LAN> n 0 W N N W Z a Z O CU O 4755 o o rn Z o n w o ro W o W w z to v v 4755 V ,r+iw ,n�z T �ccZ n�> I-+iQ N� N�> +wX (6 J ¢ Q~ Qom_ Q�`- Q Qm Qco m� Q Qzl— N C J v~i ooi v~i 3 w o w o 3 ro v~i a N w o a EXI T. GRADE 0_ o 0 3 _ 0.94%SLOPE Q rn EXIST. GRADE (D SHED) t 7g%SLOPE a L= w _ III CZ @ FG PH 1 (SOLID) - �97% _ _ C o U SLOPS 0 SLO - ------ - fC V 4750L -. m y 0.5% SLOPE---- - - a N a CU VII d O C _ --- -- IL-J LI Y L_J 4745 -- ----- I 4745 oa ---------- e a --- ------- F ? a e --- ;, U A a t U CL 51, C151 � 4740 4740 WATER SYSTEM z N z PLAN&PROFILE w o A LANE Q m Q RE OR W><J +z1. IN .¢� H- X ti: tiX Vl�? W to Nz NW ORIGINAL DRAWING SRE:2a"x 3d' 6+00 5+00 4+00 3+00 2+00 1+00 0M. NEW FIRE AND I� I I � � WATER SERVICES TO 3 — o EXISTING BUILDINGS ° Q I 6 L _ e _ IN Rouse Avenue,No.1 ')2'Q Architecture,Inc. ,.D�g�G / _ w 2"w. J F( G PL 111 E. OAK 1 3 OAK ;'w Bozeman,MT 59715 'SPACES- r 1 6 ES �' NEW FIRE AND FUTUR I�00I — WATER SERVICES ( 0 / SERVI ,,0 _ N EXIS ING IRRIGATION WELL TO EXISTING / LOG CLO E 8" VALVE (IN VAULT) BUILDINGS / ERV 37.E P EXISTING MAIN PRIG PRIO TO CONSTRUCTION 2/1 (3) EXISTING 7 2 1--�� pPttlllllirt44x Q/ - 0 CONSTRUCTION OF OF EW WATER MAIN. 2" WATER '+' 5 vO 2j2 ---- II TER MAIN VAU T TO REMAIN IN PLACE SERVIC S \P�ONT wCORDELLD. ❑ osI r 0.11645PE:W tat., M.,9 M., TING SIRE ,9 OGf t9 SERVICE LOOEXISTI SIDEWALK o 1 2�PAC'E S Thdforcdrawing is not ointended rposes unles ltbe used for constmcgon purposes unless the O O O O O O C Signed professional stamp ofa regi5lered 1 architect employed by Comm-O a 8 1 Architetere,Inc.is affixed above. _ REPLACE EXISTING WATER MAINS WITH — + — � — coNsuiTANTs NEW 8" MAINS (TYP) NE lip EXISTIN P VED PARKIa G ,���NEf9jy N11 0 0 S ACES 1 HE R koca oN 1 11� T Tv BOO\ �* 11 TO EGO ST UCTED IN HASE 11 T B N N PH SE z + S1AHLi © fpCIR ❑ EXI TIQ 2" ❑ EXISTING 8" SER ICE W�Vp� MAIN FOR FIRE ——— ———— -- ---- —J 1 SERVICE 3 1 1 3 SPA 01111111111111111, \wWor ❑ i j -DESIGN.5 RASH 1 1 andscape architecture 4 11 oo\. `v �D 1 7 P: OAV RASH W 1 IClg 0 12.5 25 50 Linda Iverson IN FEET landscape design o o� too� S^ 4760 Z w n Z a a ro z 476 J W W 4 11 J N + 11 O Q W— Q W Q W— Q W—W Z Q W Q O ns of FJ> HJ HJ> FJ>z OW O N Q HJ C+� fn ta d m VI W C� VI W Il In w d VI ta t z z O d U 2' N N ¢ N a D w w J rr� > J �m� o o ro + w ww J Z 3 f]r F» Q r m O m Q Vl VI U tJ 0 w a a nn_zrn'ww ,nww aww am mN < am z �zmInm, a mN rom ro 0>. + J 4755 � 4 �w> �w 3 1 +, + + > 0+ + + am ¢< > Q —az ow N NUa a a a a CU U /m w;yn lC 11 (DASHED) r_ NNcc v EXIST. GRADE n j.05%SLOPE— V m N 3 FG PH 1 (SOLID) --- 9c 1-ap — — ----- 4750 — --- Q S�SL&L— ------- L a 0.5%SLOP / 4750 R C t ca cc a Il O U II II I I -----I❑II IL I W --- 06 � (a L 4745 4-4' Z d CD Nj oCIA U 0 624 LI 8" D.I. CL 51, C151 WATER SYSTEM - PLAN 8 PROFILE 4740 4740 CLANE REG"OREI DRAWING C 2.3 ORIGINAL DRAWING a12E:2d'x96" 8+00 7+00 6+00 5+00 4+00 3+00 2+00 zhaw `\ W � Q Qp ❑ /� / co >/ w Z p 0W }„9 /0 °S N e � O � Ja, dU / Ro Bozeman, T Z U) U) m� U' QLU �oz 0. z > U z O w Z ❑ m> a rn O U � O � � \\\\\11111111111////� / ; ❑ i �o �� \7pNTq. �,i�� 3ltlMS01S CORDELL D. POOL No.11645E W 177, �o iFSS•CEN?• C��.. �' ��xvii�ONAI�..�. Nb� W %////1111111111\O\ 'This drawing is not intended nor shall it ble — — d--F — M � used for construction purposes unless the M„9 Mj,9 M„9 M„ M„9 �Oo signed professional stamp of a registered NI p 9 architect employed by Commi J O pn + O Iv Architeture,Inc.is affixed above. I N / cONsuiTaNTs w 3 `d S S% �1NEf ^a ❑ ❑ ❑ b2i12i3 o STAH LY W w zs ❑ El ❑ ❑ , �1 4 W J N w N d ❑ J 1 ��0� �9ff0 9�o�S . CINT N (,, p ❑ C l LLI / W rn_Q� N -DESIGN.5 U � n & Z andscape architecture o 12.5 25 so Linda Iverson IN FEET landscape design N r N N m u NO N of N 4760 +^ + J W 0 1 o z W N^ nz ^ 476Ci ov m c� o CDm `; +� ¢w ¢ w w n ¢ o w aw— �J N U Ul w ' `9 fn W d m U1 W C� VI w Il n� oo w w o in oz o HO WAN W W r f-21 Od WCON ~ N 0 ONJ > �o h�>W N W(rz I.�>w � O]aa O,nJ N .NV W Z O Z ] OJ } '> " > 4755 OO QL Qc(6 UJ Jy m m > +W m. > W c d a``z— a > a a a a a a a``z— a > a > a > a _ >+ w max: CO to oO CO r Q !n U OO 0 Z N 0� 0 w 0 w w000000 Q Nw to�U CO NNZ N�Z WNZ N uJa E M a cc cc o U m U n a, o FG PH 1 (SOLID) (D 4 U) U) N m 0.59 SLOP / 4750 d O U EXIS . GRADE / a SLOPE -----II II II II/ II II II u V I I - -— 06 4' 4745 > CL (D o Cl) j 10 In I 3 624 LF 8" D.I. CL 51, C151 WATER SYSTEM PLAN 8 PROFILE 4740 CLANE RE OR DRAWiN C 2.4 ORIGIN —G-E:2dj: 11+00 10+00 9+00 8+00 7+00 6+00 5+00 + 0 jO'--SNOW STORAGEIOSW MWATER Bly o `� cOMM -------------------------- ----------------------------- Z:: - BLDG � \c°MM Z ., Architecture,Inc. 115 E. OA C04 109 IN Rouse Avenue,No.1 Bozeman,MT 59715 NEW FIRE \8>> NYD. TY j) 27 SPACES ST ATER MAIN ONI?;4N AN OVIDE ` / 4 A E BL OFF HYDRANT NFooMM CORDELLD.'•. POOL ma m 19SPACES 'o 0 0 8 _{�_ F LANE_ a\ AAM ----------- -------------- _J I I n vvppginunPOvv �(Jl This drawing Is not intended nor shall It be 3 used for construction purposes unless the TA00 H O m p "3 � I ' rofessionaiswm ofa ISleed O O signed employed byC mmai ] + + 11 SPACES + NI I CDNI I I O Architetme,Inc.is affixed above. r'l RASH I O I II N II 1v SPA ES + A� cONSUI—TS w I �uv/ 5 STAHLY Q � 3 Q PARKING P AZA O N ff4CIR 0 BLDG L I 21 SPACES 221 E. OAK i \�� KO G E RASH -DESIGN.5 113 OAK IW BLDG M andscapearchitecture 231 E. OAK 40— ffz nlrru rlar enln �� _ A o� 0 tzs [N eeE ��7 Linda Iverson landscape design M N�In N�In OOJ — O ^Z M r O Z > > + a +� +� + J 4760 — N — � e 4760 z a wa awe aw aww ro z ao X Z O m Wz ^=w +w +i + 4755z +w 0 Z N C Q i O— QX I i CO 00 0 m of 0 E lC a C o U EXI ST. GRADE cc _ U (DA HED) 0.17 SLOP ---------------- a N a ———— N U) N m ----- R o fC a 4750 ---- ------ 4- ;': d O U 06 Z a UCD a 4745 4745 U WATER SYSTEM - - PLAN B PROFILE —— — F LANE 4740 B" D.I. RE CL 51, C1 51 DRAWIN(7C 2.5 ORIGINAL DRAWING a12E:2d'x96" 5+00 4+00 2+00 2+00 1+00 0+00 —1+00 U BLDG w _ SPACE 2SBACE- SPACES - � PACE m w z w 107 E. OAK N _ = 9 a 3 �.� �C . e s :- COP Architecture,Inc. o — \ 109 IN Rouse Avenue,No.1 5.1112 �'OFEMWATER BIOSW / 1 4 1•585.5518 . SNOW STORAGE UGE yG� ———— — --- L ATER BLDG / �1 cn ;."`�v�p\NTAN❑ �I 115 E. OA m ...... O E m -- I / ❑ ❑ — ~ —_ PLANE — — 3a o 6 P �r _S CDRDELLD.I OL ° O,yM ❑ %W RI' -y1 No.P01645 ,w`PF: ----- — 6„ 8>� UYD. TYP) --- ;. ❑ o 27 SPACES G PAT O + ..R 1 n w r ST ATER MAIN This drawing is not intended nor shall it be ❑ O AN OVIDE used for construction purposes unless the O 3 O signed professional stamp of a registered NEW FIRE AND + 1 BL OFF HYDRANT / ❑ io 3 `QV + o� architedri Inc.is by CommaO Q WATER SERVICES S q E o co'sur—Inc is affixed above. EXISTING BUILDINGS c coNsuxrnNrs w ❑ ❑ o M M O M -- -----------8---- -- CC: /IJ 0 ��1NEE/�7,y z 3 BLDG G --- - - - 8n J O 109 E. OAK G G G` 53 10" STAH LY } 19 SPACE�s' TRASH 9 1990 �. a /10� ' �� j 11 SPACES RAS ���OCiRTE� PA O 3 io 3 d -DESIGN.5 andscaP e architecture ❑ 6 a I ❑ 2 - IA oT—NE FIRCFG\/J DCC T/1 0 12.5 25 50 IN FEET Linda Iverson landscape design u, NJ N V7 U �N N tp pl N r N = OJ Q I� Z_ I+ r ��W Nr r O�Z ¢ ��¢ 03 �a>_ Q �> +�> +� OJ M +�¢ J y 0 O O ¢w 0 r ¢w O O w O w ¢w O > > O f w > c~ilwc� v~iwc� �� w wc� v~iwc� w o'w ��n �n a- � v~iwcj' W > �wtn > U > W rH ¢N �> > 4755 z J Q Z Z z +¢ o n z. w Z 4755 > N o � O = a 3 3 NZ �Z N>lJ cnm OW m Ow it10>�JJ OO] ,., O G7H O j \Ww OJw �U J aU J NW W�ZO] pw .0 C (- +w w> +c� + + � z +w +z +w>» _ J H U N o>¢ ] Vl cp of U (¢n N ¢ O oO o`fofr ¢ N rn tr Ccz r� a) E ca d F PH 1 (SOLID) N t 4750 .5% SLOPE 4750 1 O 00 0.5%SLOPE U ut a) is A a I6 EXIST. GRADE 70 fC6 a d O U y 4745 4745 oa Z a d � o in o U 4740 4740 WATER SYSTEM - PLAN&PROFILE G LANE RE OR DRAWINS C 2.6 ORIGINAL DRAWING SRE:aa"x 3d' 5+00 4+00 3+00 2+00 1+00 0+00 / GENERAL UTILITY NOTES WATER SYSTEM NOTES ' I 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE FOR EXISTING USERS IN THE NORTHSIDE PUD AND BUILDING F. BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES NOTIFY USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE Architecture,Inc. EXISTING 2" WATER SERVICES SHUTDOWNS EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF 19 IN Rouse Avenue,No.1 —LOCATION APPROXIMATE (TO BE BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE ABANDONED IN PLACE) 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE Bozeman,•0 . 5.1112 PUBLIC WORKS DEPARTMENT A MINIMUM OF 48—HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM fax,I•585.5518 TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE c BOZEMAN PERSONNEL ONLY. SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER m PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK 1 3) PIPE—LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. PIPE TO 6" ABOVE THE PIPE. PIPE—LINE BACKFILL SHALL BE .1110 11'OtNTgN vy% 9 rn TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL NEW 4" FIRE SERVICE TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE WATER PIPE UNLESS SPECIFIED OTHERWISE. � OF ROADS AND PARKING LOTS. CORDELL D.•• NEW 2" WATER SERVICE 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH = • POOL 1 cci 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE -0-N0.11645PE;mac rn RESTRAINED. %,p.!/—�6��••�2 MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY G 9 EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. % q--. .-.�(�``�.` EXISTING RISER / THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, � Sf�OtNALt ��� ROOM (SEE DETAIL) L 9 9 °? ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO 1 HAS BEEN MET. PER MPWSS NO. 02660-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES AND FITTINGS. This drawing is not intended nor shall it be 99 5 ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS used for construction purposes unless he 0+66 ) 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS signed professional scamp of a registered EXIS ING TOR PIPE DRAWINGS NO. 02213-1 AND 02213-2 02660 AND AWWA C651. architect employed by Comma-Q EXISTING 6" FIRE N PLACE Architeturs,Inc.is affixed above. SERVICE UNTIL CONNEC ED TO co"sucrn"rs / NEW STORM 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING 0TO MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 ppp HIGHER) ATATT THE HIGHEST THE AP POTIC INT IN NEW LINES. IS p��IILL��b �4 8S7 4C 0 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER C W ❑ SERVICE PRIOR TO CONSTRUCTION. STAH LY X�ST AG E VI E LE WATE E IN 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN - ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, fQ�iR'��5• IIN T S D - AND FLUSHING FLOW TO BE 10 FT/SEC. c 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS W W W W W ; m MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" - yy W W , TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE DESIGN.5 M LINES. andscape architecture M„9 M„9 „9 M„9 M„ M„9 O 0 5 10 20 / / / / Linda Iverson IN FEET // // / / �,� landscape design +O O0 +w > 03 0 �3ro o3 aa� OR WALL -------- _ EXTERI cna �y w o ins ww w w N x m o x o w 1.17�-7 / NEW 4" FIRE RISE / FOUNDATION WALL GNw w oww.. o ¢ 2.0' o> ¢te > vI?aa �,nn a w ¢� ----- ------ O ------------ �ooi3w �ooiw viaa �_ - max: - COLUMN V (O 4755 4755 1 1.17' // 4.83' L a J 0 O >n ELEV: 475257 a EXISTING 6" FIRE RISER RISER ROOM FF E EV: 4751.5 R (TO BE REMOVED) ,EX TING GRADE EXTERIOR DOOR r G N Y4) a ADE 4750 a.o c c a 4750 o3cc a o 0 NEW 2 WATER RISER 1.1T " 9 PLOWABLE FILL UNDER FOUNDATION K T 117' 1 _ 6.5' MINIMUM COVER — 1a s.o' � �- a e w V T a 4745 4745 \ _ & Zc INTERIOR WALL ------------------ ---- — ° w ----------- — L z 1 _—ORIGINAL RISER ROOM AND L--_-------PIPING (DASHED GRAY) ————————————— ` EXISTING 2" WATER RISER BLDOEFIRE E PLAN BPROFILE L (KEEP IN SERVICE UNTIL NEW FILE WATER SERVICE ACTIVE) RECORD RESTRAIN RISER PIP WITH o .5 t 2 ° THRUST BLOC AND 4" OIL51 D.I.P. FIRE SERVICE EADE R 2" TYPE K COPPER WATE SERVICE IN FEET RISER ROOM LAYOUT a DRAWING C 2.7 1+00 0+75 0+50 0+25 0+00 —0+25 1-15-16 °m°� °a"w"°a.=e.z°.sa 3 GENERAL UTILITY NOTES WATER SYSTEM NOTES Comma-Q 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE Architecture,Inc. FOR EXISTING USERS IN THE NORTHSIDE PUD AND BUILDING F. BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES 109 IN Rouse Avenue,No.1 NOTIFY USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE SHUTDOWNS EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF Bozeman,,0• . 5.1112 BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE fax,I,585.5518 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 48—HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING .LXI STING 6" ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF "TER MAIN OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE BOZEMAN PERSONNEL ONLY. SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER NEW 8" WATER PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK MAIN 99 3) PIPE—LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. \O0 /y q'ib PIPE TO 6" ABOVE THE PIPE. PIPE—LINE BACKFILL SHALL BE 6 TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL r _ •CORDELL D.•• TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE WATER PIPE UNLESS SPECIFIED OTHERWISE. =9• POOL •m2 - of Ro"Ds AND PARKING Lors. No. .1-11645PE;�` ISERE 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH ��.e�.�V 15���••�_� 9 9 ❑ ❑ 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER RESECT TROANN022221 OF MPWSS. ALL WATER VALVES TO BE MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY xiifpfrllllrttt��vxv\ _ EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. 3 THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, io ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO used This for cnstr not intended ns unlesor s the l itbe HAS BEEN MET. PER MPWSS NO. 02660-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES signed rcnnssional purposes ugistered AND FITTINGS. signed professional stamp of a registered architect employed byComma-Q 5) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS 5 WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS Architeturo,Inc.is affixed above. DRAWINGS NO. 02213-1 AND 02213-2. ) co"su�rn"rs 02660 AND AWWA C651. NEW RISER RO 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO 1NEE G (SEE DETAIL) MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 psi OR 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS STAH LY NEW 2" W HIGHER) AT THE HIGHEST POINT IN NEW LINES. NEW 6 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER 4n 1990 SERVICE PRIOR TO CONSTRUCTION. I A'�f4CiRTESC� 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN co ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING FLOW TO BE 10 FT/SEC. loom 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS -DESIGN.5 MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" 2nd E BrChIt2CtUrB TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE SC2 P 0 5 10 20 LINES. IN FEET LLL fli Linda Iverson landscape design M N NJ K Z Q d O � W r < IWN 3 3 30 3 0 QI 1 Co W M OXJJ O p W M X 0]a N c�Z3 W uJOG'� 2.0' C o�<]i o�cz.» o�NOY fo fow �oF> 3 1X- - �: - �xccz �o �o� �oaw �•, O 4755 V0 V0 O �w Nw nw nrnw nrn3w 4755 .VCU U 2.0' J NEW 6" FIRE RISER y J O rn CZ 0 � d C w d E @ TOP OF FLANGE >= Q) ELEV: 4752.1 C p v f� CIO ut RISER ROOM FF LEV: 4751.10 20' Cl) p N_ FOUNDATION N c a Ca 4750 CL FINISH GRADE 4750 WALL w d O c.) 01 2.2' FLOWABLE FILL UNDER FtjUNDATION NEW 2" WATER RISER EXTERIOR WALL 0a O.D MINIMUMcc 2.1' > EL APPROXIMATE LOCATION OF EXISTING 6" WATER MAI o U) j o 4745 4745 TO BE ABANDONED IN P ACE - 01 RISER ROOM LAYOUT BLDG E FIRE SERVICE RESTRAIN RISER PIPE WITH PLAN S PROFILE 6" CL 51 D.I.P. FIRE SERVICE THRUST BLO K AND Y K WA VI RECORD 5 IN FEET D RAW I N G C 2.8 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 1-15-16 GENERAL UTILITY NOTES WATER SYSTEM NOTES ❑I e 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE Architecture,Inc. FOR EXISTING USERS IN THE NORTHSIDE PUD AND BUILDING F. BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES 109 IN Rouse Avenue,No.1 NOTIFY USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE SHUTDOWNS EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF Bozeman,,0• . 5.1112 BOZEMAN WATER DEPARTMENT WITH THE COST PAID BY THE fax,I,585.5518 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE PUBLIC WORKS DEPARTMENT A MINIMUM OF 48—HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE BLDG G SEWER SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER SERVICE MOVED 12' BOZEMAN PERSONNEL ONLY. PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK \,°�auoNTq fUb�yrir FEET TO WEST 3) PIPE—LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. ON rr' PIPE TO 6" ABOVE THE PIPE. PIPE—LINE BACKFILL SHALL BE TYPE A BELOW STREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5' FEET OF COVER FOR ALL ..CUrr WATER PIPE UNLESS SPECIFIED OTHERWISE. - POOL .wS n TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDEEi�• 9 OF ROADS AND PARKING LOTS. y;No. .1-11645/PE;� NEW RISER ROOM—_ + 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITHo�••=� (SEE DETAIL) SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE Fs•.CENis -(i 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER RESTRAINED. �rriiSy0NA1-�"`��� MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY iipt1I111IIM11, NEW 2" WATER SERVICE EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS, ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO used This for construction not intended noriess the it be NEW 6" FIRE SERVICE HAS BEEN MET. PER MPWSS NO. 02660-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES signed forrcnnssional emio fa ugistered AND FITTINGS. signed processional yComfaregistered r17 architect employed byComma-Q ORIGINAL BLDG G 5) ADJUST MANHOLE AND VALVE BOX COVERS PER MPWSS Architeturs,Inc.is affixed above. SEWER SERVICE 8X6 MJxFL TEE DRAWINGS NO. 02213-1 AND 02213-2. 5) WATER LINES SHALL BE DISINFECTED ACCORDING TO MPWSS consuL.ANrs MOVED FROM STATION 1+79 02660 AND AWWA C651. TO STA 2+67 G LANE 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO V1NEE/j�Gp MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 psi OR 1.5 TIMES THE STATIC PRESSURE (WHICHEVER IS HIGHER) AT THE HIGHEST POINT IN NEW LINES. STAH LY 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER 4n 1990 `. SERVICE PRIOR TO CONSTRUCTION. 9'�fUCiRTES• 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi, AND FLUSHING FLOW TO BE 10 FT/SEC. low 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS -DESIGN.5 MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" 2nd E BrChIt2CtUrB TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE 5C2 P 0 5 10 20 LINES. IN FEET \ Linda Iverson landscape design O W M O O Z =Z J wa a n m w c.i o m N rn o N o o > EXISTING EXISTING EXTERIOR PILASTER + a w a w x - "' WALL oww ow oW� o�rn o� o a � > �w> 1 W w > xcn? 0oQw woiZw 0a0 maw �_ - `J �_ In O)3 lJ (n O.w lJ 0 30 9 V, on 69.67'to Bldg Corner O CU 4755 4755 V U J NEW INTERIOR WALL1 N 0 J O rn 0 : m w 2.33 1.79 NEW ENTRANCE c VESTIBULE (D TOP OF FLANGE 1 2.0' 1 1.5' (UNHEATED) C p L) ELEV: 4752.10 1 1NEW V .y m NEW RISER ROOM FF ELEV: 4751.10 EXTERIOR 5 WALL N a EXISTING FF ELEV: 4750.75 N U) d ° 2.0' (a Y a L m w 4750 4750 CL FINI H GRADE I d O U NEW 6" FIRE RISER 4'9' oa _ STING GRADE NEW 2" WATER RISER cc.� 4.5' EL- V 6.5' VINIMUM COVER _ 4745 4745 1.0 N o NEW INTERIOR WALL FLOWABLE FILL UNDER FOUNDATION BLDG G FIRE SERVICE - PLAN S PROFILE RISER ROOM LAYOUT RECORD RESTRAIN RISER PIPE WITH 6" CL 51 D.I.P. FIRE SERVICE DRAWING C 2.9 THRUST BLOCK AND 2" TYPE COPPER WATER SERVICE o s 1 2 THREADED ROD 0+75 0+50 0+25 0+00 N FEET 1-15-16 ORIGINAL DRAWING S2E:2a'x 38' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ '_'_'_'_'_21'SPACES. ' STORMWATER. . . . . . . . . . . . . . . . . . . . . . . . . . comma-0 . . . . . . . . . . . . . . . SNOW STORAGE . . . . . . . . . . . . . 1' IN Rouse Avenue,No.1 Bozeman,MT 59715 1. 22 SPACES ----- fax-1.'585.5518 FR I I ry�f7'/F A p1NTAN����i BLDG O �rw 22 SPACES 22 SPACES 20 SPACES 8 SPACES -`-�f d Ai C0�'��% .0. POOL .Q=_ 107 E.OAK r - - � � A fi�'� =y;No.11645PE•w= IN FEET `SS EN •���``\`c j 30'WIDE WATER- �-. ° 25 5° I°° ° 0 s• I m .Rase SEWER EASEMENTS a�WE� - ---- ----- BLDG "CS• This drawing is not intended nor shall it be ❑ ❑ OWE 115 E.OA used for construction purposes unless the 3" G LANE 6 SPAC -- of EXISTING M O enchitecte Inc. affixedabove. ------ — ----- �. amhitedemplo.is by CommaO -- ----° BE MANDONE 'WID E 8.. D° I CONNECT EXISTING 00N50LAN5 (LIGHT GREEN SEI�fF , `` AGES ----- - --- -SPACES N �,�VlNEE1jj�y SERVICES AFTER NEW Z BLDG G 8 F LANE__ ___ --------------------- INS COMPLETE (TYP) EST °Es' ------ ------------- 109E.OAK s ,° _ ----------ff ------- ;NTAHLY J 311 mss 111„ 1 53 A 19 SPACES' -_ __- _-_------ w / 11 SPACES ---- a �11 SPA ES O,o 1' 1990 `. & 4 9�f4CiRTES PH 1 SEWER MAINS NEW C NNEC TO P SERVICES (SOLID G N) �PAR� GP EXISTI G MANHOLEsaw w' BLDG L 21 A Z' G E 221 E.OAK �� I -DESIGN.5 L3LDG 1V g l BLDG F i BLDG ' andscape architecture "' 2rW PARKING P 111 E.OAK 3 .OAK Wi 1 # U UI 231 E.OAS 105 E.OAK --r q ACEp 'S' 14 SPACES a j j la 4 f on' 1 -- '/ 1 �1L L a son landscape d- -- esign / / ❑ \ RAIL TRAIL RAIL TRAIL --- 1 E LIN LOADING 29 SPACES71 NE --- 71 BLDG D It ; i 1285 N.ROUSE �1 ❑ ❑ BLD B 1251 N. OUSE 71 FUTURE PHASE W PR VI M RY 3 30 DE ER- _ ❑ ❑ ❑ 1 U SEWER SEM TS `p`, LE m - MAINS AND SERVICES C IE TION TO IST G o 117E. e; OAK ❑ ❑ W I j CDASHED GREY) A PROVID VI E n o N ❑ ❑ a! ! ® NSTRU N :5 _� ------s--- - -------- -�m ----------- - ---- I ----_-_-- 1 31 SPACES .. L [6 �O a ..a ..z��,..z ..m alp' $� �.z� ❑ ..z�� ',.z��;,.z� m..z M ❑ 8" � � d a'w -- __ C MCO P 0� �a CU Y PHASE/BUILDING FOOT- STORIE GROSS USE DE SIG A ION FT NORT E PUD a o 0 (SF)PRINT SF)A BLDGJ = (EXI NG) PHASE 1 211 E.OAK BLDG E 9,231 4 29,698 RETAIL,RE T URANT,OFFICE BLDG F 12,000 18,2 16,500 RETAIL,BR ERY,OFFICE " 0a c BLDG G 13,760 18,2 18,500 OFFICE BLDG C JJ .> a BLDG H 1,600 1 1,600 OFFICE c) 5 1237 N.ROUSE PHA�,I I ? BLDG J 11,90 1+M ZZ 13,400 HEALTH& X RCISE O g o BLDG K cc 8,000 1+M ZZ 10,720 RETAIL - PHASE 3 BLDG L 12,70 2 26,500 OFFICE } BLDG M 8,700 2 16,000 OFFICE BLDG A SEWER SITE PLAN PHASE 4 1203 N.ROUSE BLDG N 8 RECORD BLDG O 9,100 2 18,000 OFFICE TOTAL 92,791 160,918 D RAW I N G C 3.0 " " w 1-15-16 ORIGINAL DRPWING SRE " F... 1.1.1.1 D11 1-1171-,.�11­178 G_ oF11...,I., =..;�?=. I'll -8" DIA CASTING OR MONUMENT BOX WHERE CLEANOUT IS IN PAVED SURFACE OR SIDEWALK. Comma-1112 1"I"ET Architecture,Inc. rEMEOT "N""E-7 109 IN Rouse Avenue,No.1 Pp. RE Bozeman,MT 59715 -Iii I.Mr.g ­11 1.--fte TRI R­ 1/1 Go—. PVC THREADED CAP ME) Z" 5 406 585.1112 EI.. u..�F STREET SURFACE 5'ED— 'ROUND SO-E 6".24 CONCRETE PAD, I.4G6 585.5518 REQUIRED IN PAVED AREAS. www. .S­-T-1- CH-S OL R-1 ('-T WALL Ell N CLEANOUT(TYR) T G,CITY RPPROVED——ONS) \,,%%W full, '0 T R-O.rEn— ..R..T­11-1 RE.— SEEvCE LINE S E-1/1' SDR 26 PV CLEANOUT L�/2E'PER Four I - 71 SAME SIZE CAS SERVICE SEWER MAIN SDR 35 PVC 45 ELBOW SDR 35 PVC WYE It _PL" DROP SEWER TO SERVICE GRADE This drawing is not intended nor shall it be NER R.'Te AT CLEANOUT used for Construction purposes unless the IT R11— 1-1-Ob.. I.D.FILLINGS Z... III 11AL11INS signed professional stamp of a registered Al GGLY uPo.PEPROV,or rGY IINRN architect employed by Comma-0 E RL ILI CLEAN OUT FOR i Inc.is affixed above. PAVED SURFACE RI -7 PVC THREADED 6 x2 CONCRETE REQUIRED I I D Flop SEWER To S E R V'CE GRADE AT C LEAN OU T C L,AN.U T FOR S E WER SERVICE GE BELOW 00 T -N1­TS m No ELOW FOOT12NG Rome, _1 1.1a Re .h ;1 11.1 DI R-a`= SEWER Anch FFnnTIN(, FoR ITTENCe. MATER- a— NER'.­ STAHLY CITY DETAILS OF BILLINGS CITY OF SCALE: SANITARY SEWER AND -3 STANDARD sPEIIFIIAIINI .�Ne TYPICAL TRENCH NO 02720 G G G.C, STAND. T T DRAWING NONE STORMDRAIN MANHOLE DEC. 2003 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. O2730-2 � Rev.Mar 2006 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 TYPICAL SEWER SERVICE CLEANOUT NOTES NOTES NOTES NOTES 1. SEWER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. SEWER MANHOLES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. SEWER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH 1. CLEANOUTS TO BE PROVIDED BY BUILDING PLUMBER WHERE DESIGN.5 MPWSS AND CITY OF BOZEMAN MODIFICATIONS To MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION SERVICE EXITS BUILDING. WHERE SEWER SERVICE LENGTH EXCEEDS 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. 100', ADDITIONAL CLEANOUTS ARE REQUIRED EVERY 100'. andscape architectui CLEANOUTS ARE ALSO REQUIRED FOR HORIZONTAL ANGLES 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND 2. SEE PLAN AND PROFILE DRAWINGS FOR SERVICE LOCATIONS, GREATER THAN 45* AND UPSTREAM OF VERTICAL ANGLES. PIPE TO 6" ABOVE THE PIPE. INVERT ELEVATIONS. SIZE AND GRADES. 3. DETECTABLE WARNING TAPE IS REQUIRED. 3 MANHOLES SHALL BE WATER TESTED OR VACUUM TESTED 3. SEWER SERVICES TO BE SDR 26 PVC PIPE. AFTER BACKFILL. Linda Iverson 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TO landscape design CONNECTION TO BUILDINGS. /IFCO # 772 CAST IRON FRAME AND NON-VENTED COVER WITH POCKET HANDLES LABELED L_ "GREASE TRAP" GRADE RINGS OR CIO 0 CONCRETE RISERS 1E1 TO FINISHED GRADE I 'll _j_j M 0 70 f; E C3 0 ap cc I R' 4' L) CS .(A - is 2 a) 4" SCH.40 PVC 2 PIPE IN 4" SCH.40 PVC E PIPE OUT (j) U) 70la a- 0 L) (2) 24" ACCESS 4­ 4­4' OPENINGS �4" SCH:40 2­4' TRANSFER PIPE o6 Vl P. 4 Z EL L) 2" SCH.40 VENT PIPE BACK TO BUILDING o Fn Ro !I TOP VIEW (SEE MECHANICAL) NOTES SIDE VIEW 1. GREASE INTERCEPTOR TO BE HS-20 TRAFFIC RATED. 1000 GALLON GREASE INTERCEPTOR 1000 GALLON GREASE INTERCEPTOR 2 GREASE INTERCEPTOR TO RECIEVE ONLY GREASE WASTE L_ LINES. SEWER SYSTEM DETAILS 3. SEE MECHANICAL FOR BUILDING CONNECTION PIPING. 4. SLOPE ALL PIPES IN AND OUT OF INTERCEPTOR AT 2%. RECORD NOTE: THE DETAILS SHOWN ON THIS PLAN ARE PROVIDED FOR EASE OF DRAWING C 3.1 REFERENCE. OTHER STANDARD DETAILS MAY APPLY. 1-15-16 ------- /T A E 1 NF CO yM \ e 19 SPACES � � `� O O s sue—8 --- --F LANE— -------- h \ ,.Bozeman,MT 59715 Rouse G G 5 G G, -- --- ���SS ---------- yZ— -- —4 - — � — — , TU�I —M fax x•585.1112 ,. 585.5518 1000—GAL c — GREASE o m oo = 1 V o TRAP �� 11 SPACES + RASH + 1 i 1\SS i i 1V SPA ES + O 1 0 "xxppo'uununo O -nn W I NEW W Y V�O ��� _���AO SERVICE FOR _ .COHDELLD. 77/ f NEW SEWER SERVICE FOR SS �� = • POOL •cc �` FUTURE CONNECTION TO NEW SEWE BE VICE 1 CONNECTION TO / ••N0.11645 E.W ^f% Q BUILDING L. STUB SERVICE 10' TEMPORARI 0 NE TO SS I BLDG D. STUB BLDG D. F U E EXISTING S A FR SS 1 SERVICE 10' NEW SEWER \ CONNECTIO T UIL IN M. I SERVICE FOR w p Q 00 P G P AZA BLDG A AND c , BLDGL 21 SPA S EXISTING CONNECT TO Thdforcdrawonstrutiontpnposesunlessed nor shall tbe G E w � signedreonsUunals oeaaregi unless the 221 E. OAK RASH 1 \Ss signed mployedbyComma.o l=,eed 1 3 OAK BLDG ' !v hiteWre,Inc.is affixed above. -(jJ— % 1 S \ ya0� cONsu�,nNs 4 PROVIDE T MPORARY ONNECTION -C7— 231 E. OA 1 SS k TO EXIS IIU4G MAINS T PROVIDE �— 1 O SERVIC D RING CON TRUCTION �,���uv/ ' \ '4 I U) S STAHLY 1 2' � 1 RpJL o ° 15" � � �A�L \ya s, 0 EC m yao E rI sEw UG o SER W RAIL TRAIL �`�GE �tI F �� \ SEWER o N -DESIGN.5 andscape architecture wwn� 1 UO2�PAGES-- GE GE RASH RASH u / o� Y LIN ,LOADING o Z.S So IN FEET Linda Iverson landscape design N U N f O > 6� a a2 ao� 00 0 w aro M N�fn N�fn V MOB N ^� 00 U] O�> O� O Z MIS ^n Jim U I�OO�Z o]O 7r O^ V r'1 I� M — N — 4760 w ~aw ' w °- w¢ a z aw Qo w ro ~ — �zom �� o o 'vw� J c� 0 C' 0ww 4760 N W W O WNW J z O W W WO ul c>w }Z Z J W Z New 01=� NQ NQ ww y o1v4 � ww vi vi > x + w.>z—,nzJ� C O QwQ .2 x0 0 U3 U oN +N>» N N -w N O JiV + V + + wo +>> 4755 0 ww—vi=�b�o�o�ro cn in cn 2� Nw � 4755 - w 1w -w 1 x =S FG PH 1 (SOLID) ¢ 0i COwx an Q woo w E d FG v wmzwww (DASHED)E EXIST. GRADE o v cc EXIST. GRADE 0.63%SLOPE ----- — — () m y s —Fr FIIT(JRF a) (DA HED) .——————— 5%SLOPE — — — ---- — ------ --- 0 a --- ------- N a -- N Y — Cn N i — — t CO C to a 4750 ---- ------ 475C fl O U M I� I ca f6 Z a U a 4745 4745 o U —_—— —— — ———— 034 SDR 35 0.34 ASTM D3 ———— ——— 144.04 LF 14 PVC 9-'s%0.29% —— — 35 EVC °. 0. 9 SEWER SYSTEM - ------ ------ AS TM D30 4 SDR 35 PLAN B PROFILE _—_ — EB F LANE 4740 R E DR I .2 TO EXISTING SEWER rY 'Y v J ORIOINALO-N-1 E:24- 4+00 3+00 2+00 1+00 0+00 2+00 1+00 0+00 107 E. OAK N = l !< r SNt EWER SER f - m (1 FUTURE CONNECTION TO TOFFMWATER BIOSWN 31 it DING 0. STUB SNOW STORAGE Architecture,, __ SERVICE 83' - j Rouse_ UGE LJE — — n,MIT 59715 o --- _ , , = ' ' 3 •1.585.1112 ATER BLDG m ❑ ❑ 115 E. OAK/ p OWER � 1 //��AA''CC 6 P S F M ~ — V L7`1T E— �4 0 "oaoom]III ❑ ❑ p M ❑ - ONTA/V -- g" + 27 SPACES _ ..cow' L PAT "R - ATI m e POOL a=_ 5' n N0.11645 H ElLLI g O �8 GLEN? . Q 3 + ACES o 'xipSONntO ❑ NEW SEWER S Thisdrewing is not intended nor shall It be SERVICES TO used for conaut-cmpumosesuni ssthe w O O S signedctemprofessional ployed bystamp Comof a ma-re istered Z ° BLDG G BUILDINGS (TYP) 55 -- --� T------------- Architstma,Inc.is affixed above. J O 109 E. OAK CLEANOUT (TYP) G G G S3 1 0"\S oNsuLTANTs PA T sI 1 m �uv/19 SPACE&-- GREASF TRAP 11SPACESw RASH STAH LY 47 19f0 ❑ ❑ ❑ NEW SEWER SERVICEFUTURE �9ff�CINT�S i ° NECTION T 6 BUILDINGCL. STUB SER E 10'— J m ,' ❑ Q DESIGN.5 — ❑ w q andscape architecture I N I-__-________________ BLDG L - FU URE R z -----__- ; __-____, (, F 221 E. `N FEET Linda Iverson landscape design r��pNiM Oh +�w +a +a Q Q w U Q w V H O W H J w[] Q w[] 7 - 0 7w I FJ C WC 0 oWc V 0 W>CQ�j '60 y Na Z N a O > +ITI N ��J y 4755 �ww w o w w oww ro�3 J nw�� 4755 3 awe > �rn vt awe �J `�°,v� aQ rove Nv>> u7 rnpw u? a zW �., O >ZO N u7� W ro jZ aVV u»>j +� 3 + >> +Z +3 +z +3 +3N + pIY Z OI M�>>> yy+ J zz Q� �� av, Q _ Q— Qv, QNQvt QcnO Q Q — N o rn �_ o �x r I—x�: r—: �: Q<wx ��roro mm mrn �co m sro� � wro viwm� v7ao v, rn rnw m����ro 0 C C i CO d F 1 F PH 1 (SOLID) N 4750 .5 SLOPE q-0.57 SLOPE CCU m •�, 3 N r as n � EXIST. GRADE J-- ca C d O U M 4745 4-4` _ PVC ®g 4%0.52%, W ASTM D3 34 SLR 35 � ASTM D3034 S R 35 .34%, _ (a Z EL U T a _ (D _ o U) j oIn I U 4740 4740 SEWER SYSTEM - PLAN S PROFILE G LANE RE OR DRAWING C 3.3 ORIGINAL DRAWING 512E:2d'x96" 5+00 4+00 3+00 2+00 1+00 0+00 ' �O N QW P �rr9 / ro o _ � Jo, � w i 5 � e o - � om m� Q SIArchitecture,Inc. w ww� 109 IN Rouse Avenue,No.1 � iBozeman,MT 59715 z U �zN ° 0.585.1112 _ Q z moo a ❑ �� IJ N Z U vJ V h?, w K o � Cl � � --- - — ❑ 3lVMSOIB __ / / ��l_ `oaPolwuuu4iii 'Q -- - -- tiZ CO ° POOL :s=_ �Z r+Z / p:No.1164, E:w r 70L -ED--r Ln fn k / �° g is not + S t I. Or 2 w used for construdontpuposes unlsis the (D m Signed professional stamp of a registered �../ (+ CD zN N7 architect employed by Comma-O W I V S CJ, O Architsture,Inc.is affixed above. cONsuLT 8 - Q O ❑ o ❑ ❑ w ❑ ��1NEfyj�y d 0 E9 1 / / > � �wii ti Q ❑ ❑ ° ° ' zwm�" �o STAHLY 19R Q7 ❑ ° 1 \ / / 0 O --- _ m� j �Ly(l�)� b\ / \ �aQ andscapDa SIGNre ❑ ?~y F S�. 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I� 1 5.1112 MBozeman,MT 59715 0 ��:f. r.•: 5.5518 U) Z 1 a W�0 1 1 J in o ONITAN 2Y22��i E UGE T/` UGE UGE u 1 UGE w x 1 GE--uGE ORDEL Q o x ❑ oJw U. 0 --- 1 5 0 � � C P00 5 S •No N11,0�. — — --i — — -------------..1���� -------------�___L��l — — — — — _—t _ — — _ This drawing is not intended nor shall It be - _ " — —F_ used for construction purposes unlessd e v - _ � - - �3 1 S J S E ' /white architect - - d s Nb� b \ a stamp of aregisle - - — 3 b'd employed y omma- s affixed above a �. o - v W gof i 9/ m o V) X asr Q H U ❑- a3 ❑ ❑ w OI _GS US 1 STA_ ❑ HLY 1NIv i a z i N o° ���4CINTES ' — l Q as �LL U � ❑ ❑ ❑ ❑ ❑� o �w LUC 0 W 1 3 PD` (D Oa o > Q 1 Q� -DESIGN.5 W Q 0- � ❑ i El / andscape architecture ffnn U V O ^ % [-- m O . . o 1z5 25 so IN FEET Linda Iverson landscape design 4760 4760 W M^Z M^ + O^N +�J +�J +� +��J +y O + C U +�J +� 3 +C N +QH +a u� u7 a m a N N II rn II II Y > > > a > > > > M Q W W w Q W— N Q W U Y Q W Z ti J m a J Q H J O H J H J H J> H J J J> N H > > H J H J F- rnwc� tnwc� rnwd rnwwc� cnwo- ��� rn wa wa cnwc�' �� cnw rn cnwc� °' rnw0 cnwc� a w x n � > m C wZZ �� �KX �d'O QO a w �� 3 V U op 4755 — o M ID a u — J475 aM >ZZ r+j C_ M�� N,N i� +N > J F= - a3 Q a30 Qw Q — \ 0 0 0_ w Q 0 l w� EXI T. GRADE _ - O g4%SLOPE N O w vt vt rn w o o U no 0 y EXIST. GRADE (D SHED) — 76%SLOPECU FG PH 1 (SOLID) _ � �97%SLOPE— H N _ _ C O U SLOPS OSLOP� —— fC 4750 % L U m N o.5% SLOP 475C a) II N ---- to cn c f6 Y — m Cc a 11 O U M iL-JI Y L J FUTURE MAIN EXTENSION 4745 4745 °a m C � 176.24 LF 8" Q 0.4%, --- ASTM D3034 DR 3 _ ------u'll — ASTM ————— ---------- -------- ——————— -U V a+ o U) j o U 0 4740 4740 0 w SEWER SYSTEM N z z PLAN S PROFILE AL ANE N- RE OR ^UO- Z u)Q MQ +� C 3.5 ���� �z z N— �W Q DRAWING'W -X F X in in 3 in N w rn w Om0mN...INO a..:24'x%" 6+00 5+00 4+00 3+00 2+00 1+00 0+00 X 474.1 i EX 4742.74 TBC 4747.38 � • Architecture, Inc. - L .4 47 \ T 47 0 1•N Rouse Avenue,No.1 n `-- - EX 4745.78 Bozeman,MT 59715 585.1112 VT 474 PVT 4. - 48.21 T 1 \ / % it �`Ql.5% co _ TBC 4748.89 IM 474710 VT 47471 .W P T 47 7.52 PVT 4748.22 EX 4746.20 P I� - �9 TBC 4748.72 4 �0.509, EX 4747.78 "`XO\\1111I111111/////// TBC 4749.22 a a TBC 74pNTgry 4` T 474.7 x 474 = C0K %Bo 4749%5 - POOL a=_ w Bc._4749. PUT 4749.31 TB .No.11645PE:w\ C 4750.2D EX 4747.7o B 749.22 / „ / TBC 475022 �. 'J � :�J �O�OSSV�ONA�O��`�\`• FF EL - "11111111t 1�� 4747.00 .� � 1 _ �/ F EL VT /11 PV�{7{� _ 7BCC4P4503 0 11 -,\\ 09, 4 0 25 50 100 \ ���`` TBC 4750.90 This for construction is cti intended nor shall the BC❑474 4746.4 �5 PVT 4749.59 4750.0 `-� I NEW FF I 1 TBC 4750.3 ❑ ❑ I PVi o --__-___ - IN FEET osed signed professional sl8mp�o arnlesa istered _ --- architect employed by Comma-Q TBC 4750.50 PVT 4749.70 PVT 9. EX 4748.30 -- � � - '� r I NchitelUre,Inc.is affixed above. 4749.Y % �\ _ PVT 4750.20 TBC 4751.92 Mau-'reP i 4 50.04 \. 4 49. 4750.75 q ��.� PVT 74.7 P I / TBC 4750.71 TBC 4751.15 p U v `` X 4752.60 pt TBC 47 8 6P SWK 4750.83 T 47'.T 4 1 ` TBC 4 1.98 STAH LY PVT 4749.60 FF EL 4750.75 p 4 .11 TBC 4751.12 LBC 4749.5fi NEW FF EL 4751.10 [] ....' 4 0 TB474 LBC 4749.80 WK 47 .7 T �fOClRTES. P� 0.55 TBC 4 0.6 T 4750.20 0 X 474. I/ jTBC 475 l vy T V 4 TBC 4 C 4750 9 TBC 4 50.94 BC 475 TBC 4751.62 1 TBC 4751.48 TBC 4751.00 FF EL 4751.15 RIM 0T 4 1. _ 47 1. BC 4752.61 _ I 47 _ 47 � FF EL 4751.10 TBC�47 D o o -DESIGN.5 X 4747. FF landscape architecture % 4751.00 4751.1 0 i i I / TBC 474 97 I 4 PABC 4750 84 NEW FF EL i T 47 1.1 TBC 4749.97 4751.57 PVT 4750.E .b o SWK 4752.1 I I 4750.3 SWK 47 .0 47 .2& TBC 4750.68 FF EL 4750.92 1 j T3C 4750.84 FF EL CL 4753.14 \� 4751.37 Linda Iverson 4751. c landscape design d o TBC 4750.fi TBC 4750.58 BC 4751.22 4751.22 TBC �•�j \��\ 4'T 0 PVT 7 O.49BC 4751.0 PVT 4750.4b-'" PY. 4 3 1.05% SDWK 4755.02 5%1 .827" 1- PVT 475. 1 751.1 A 0.04 PVT 47 .7 1 T 4752.85 PV 4750 0 /, \ 7 1 TBC 4750.9 47 1.0 b TB 4751.42 TBC 51.22 _ __ ____ APPROX FF EL 4755.10 123 TB 475t.35� , 1 O I % NIK 4751.35 ❑ ❑ `'7 I P 47 1 F 1. % 47 4. 03 3 P T 47 O SDWK 4754.81 V C BC�751.39 1 L :5 J CL'•. .61 SWK 475 09 0 7 .1 - 4 ❑ � � fd PVT 47 1.7� 4754. 6 J 4) / co s 1.60/ VT 475 3 7 2 v P TBC 4752.72 r 6 - PVT 53.11 C 4752.73 ^ T 47 .7 T C 4755 y U) N 9 B d o 0 � \ SWK 47 .85 LEGEND GRADING NOTES: 4 7 WK 4 �tS c ' ca TBC 4940.78 FINISHED GRADE SPOT ELEVATION 1. FINISHED GRADE AT BUILDINGS TO SLOPE AWAY FROM BUILDINGS AT h > (TYPICALLY TOP BACK OF CURB, 1.5% SLOPE MINIMUM FOR HARDSCAPE AND 5% (1:20) FOR LANDSCAPE. T C„� A �?r ° PAVEMENT, OR SIDEWALK) APPRox EE CD _ �� a 2. SIDEWALKS PARALLEL TO STREETS AND PARKING LOTS HAVE A 1.5% EL 4756.00 `~' w. ^... o DRAINAGE FLOW DIRECTION TYPICAL CROSS SLOPE TOWARDS THE CURB, UNLESS OTHERWISE LABELED. �. O z i7a WK 755 0 2.0%- FINISHED GRADE SLOPE 3. ALL BUILDING ENTRANCES SHALL HAVE A 5' LANDING WITH A 2% VT 4755. a MAXIMUM SLOPE, UNLESS ENTRANCE SLOPE IS 2% OR LESS. T �-��- DRAINAGE SWALE 4. MAXIMUM SLOPE OF LANDSCAPED AREAS IS 4 HORIZONTAL TO 1 - RETAINING WALL TYPICALLY <30" VERTICAL. \, MASTER GRADING PLAN NET HEIGHT 5. MAXIMUM RAMP SLOPE IS 5% (1V:20H) UNLESS HANDRAILS ARE SHOWN. 1 RED RAMP MAXIMUM RAMP SLOPE WITH HANDRAILS IS 8.3% (1V:12H). RECORD r T CURB SCUPPER 6. MAXIMUM SLOPE IN ADA PARKING SPACES IS 2%. D RA•Y I 1\V C 4.0 1-15-16 .11-op-ING SIZE 3.•x3e• j TBC 4749.79 / PITR37 �LAYDOWN C RB 0 coM !// 49.59 TB 4750 28 FO R M Rl (TYP) TB u � I YOOWN v`v PVT 4749.25 \� 1 T 6.5 8 4750. 1 '� C 4 49.97 SWAI - -- - CURB Tc .-BC 4750.66 \� T.O.W.HEI - - -- -_- BETWEEN cF RAMPS -,� ❑ TBC 4750 71 PVT 4750.20 j PVT 4749.70 VT 4 7 \T.O.W.HEI _ - -- C ,l TBC 474 80- --' WK 4749.4 r> ( STE S � "'oLA YDQ WN CURB �cc ATIO 17 %-ATI BETWHEN RAMPS iDCo - "R15' TYP) 0.5%� ' tn e o - R2' (TYP) TBC .22 109 IN STUB STORM SEWER FOR TBC 4749.50 / Rouse. FUTURE EXTENSION L C 47 0.44 ROOF T C 47 0.84 I TBC 4750.09 'Ix 585.1112 DRAIN 47 .77 fax•1.585.5518 CURB v INLETo RI 0.57 .0%2.0% (TYPYP) LBC LB o TRC37 1.. B 50 68 TBC 475117 -47 ARROW DENOTES TBC 4749.60 BLDG G rn _- RED RAMP(TYP) TBC 4750.34 PV 7 .11 "`�11\11111111Iry/kk I \ pNTA/V TBC 4750.08 CO ''�% RE APE AND SHAPE TO:::,, 14.0' (TYP) ' SWK 475114 G G c END m _ POOL % PROVIDE EMP GRAVEL ACCESS. TBC 474 99 FF EL 4EL 47 9• N0.11845PE W CONNE TO EXISTING ACCESS. NEW FF EL 4751.10 SWK 4750.93 T C 4751.10 11 5' A ................. ---- ---- S 47 11 PH 1\C RB / (V� / ASH CONTINUE PVT 4749.60 TR TBC 4750.61 ENCLOSU E FUTURE PH E 27.0' (TYP) SWK 4750.76 Q ,( TBC 750. 7/ ARROW DENOTES PED (TYP) This drawing is not intended nor shall it be / SWK 4750.77 9 1 SWK 4751.04 use tl for construction purposes unless the / 1 T P Ws I / I c __ \`III\ signed professional stamp of a registered R8 TY amhited em to ed b Comma�4 8. TY Inc.Y Y TBC 4750.68 LBC 4749.56 Arohiteluro,I is affixed shove. / TBC 4749.96 i 16.5' ❑ ROOF PATI BC 4751. i i CONauLrANTs TBC 4750.44 DRAIN i 26 y��lNEE1�jy T LED 4750.80 LANDSCAPE FF EL 4751.15 ( P) I 29 �N T 771 AREA TBC 4750 72 N I DRAIN 18.5' TYP) RIM a 64 �STBc 47 B0 4751.10 41 STAHLY 15.0' � , TBC 475).92 i PVT 474978 / ft2(T tf-f�xetr 90 `.tr 47so.oaTBc a7sl.00 C I.10�G TEaD �- BLDG E 1. % yo I j EXISTING I 47 j� _ PV 4750.67 T 47c1.1 GRAVEL I�26' TYP) / ACCESS , BLDG F TBc 4749.97 TBC 4750.84 i �2.0%2 % i andscap Da SIGNre i I P TI m j 7.2' FF EL 4750.92 i 18.5 (TY ) �- FF EL 4751.10 i� I Linda Iverson N NEW FF EL 4751.57 1. % 1 ARE _ DRAT landscape design I � INLE S ' b j i 1 R2' TYP) IJ t7 I / TBC\4751.17 / TBC 475 90 - C 4 68 4 FF EL 4750.33 FF EL 4750.98 FF EL 4751.37 .4%� R2'RI 7 C 751.11 / TBC 4750.23 TYP )STORM DRAI�H ❑ o ( / RI 4 50.9 / 27.0' TYP f SWK 4750.68 EXS SK 475048 <c SWK 4751.32 Wk N751.10 X -- TBC 4750.71 m \0 7 EXISTING CULVERT 27' TYP ( ) TBC 4750.65 SWK 4750.83 SWK 47 8 ( ) ONNECT T EXISTING s STUB STORM SEWER X W 47 ARKING LO !� FOR FUTURE EXTEN ON ., EX SWK 4750.84 TBC 47 0.77 y END PHA CU EXTEND IN F E TBC 4750.9 CO NECT TO EXIS ING CONNECT TO EXISTING TBC 4 51.11 Lc/ 0 -- I� PHAS EXIST NG SID WALKTO BE - - - ++ 1 EX SWK 4750.98 � E S I G S EWALK TO BE � STRl1CTED IN.PHASE 2 47 11 V a IS DI R NS UCTED IN PHASE 2 •i\ EX T -47fr9. J J a \ o fq 1.16 O... o v� 9(�_ T n47 PAVED TEMPORARY ROAD T BE 2 L RECONSTRUCTED IN PHASE 2 1= lE \C 51.10 N Ca 0 C EXISTING CUR V m y a 24.0 (TYP) N 0 TBC 4751.19 \ EXISTING PAVED PARKING TO BE RECONSTRUCTED IN PHASE 2 N 12) 0) f U) U) CONNECT TO EXISTING � d O U 0 38' - Aac o otS c TBC 4751.20 RAIN MH N IC v. �\W 0 EXISTING CURB I Z EL- L) d CO _ w - o TBC 4750.75 � TBC 4751.24 TBC 4750.30 TE 4750.68 PHASE 1 ENLARGED GRADING N AND SITE PLAN SOUTH 0 10 20 40 EXISTIN ULVERT /yo IN FEET RECORD gNo O \\n EXISTING cULVER DRAWING C 4.O/4 J PR ED OR DS EXI NG DITCH 1-15-16 ORIGINAL DRAWING S2E:2a'x3d' \ e �eArchitecture,Inc. t•IN Rouse Avenue,No.1 Bozeman,MT 59715 0.585.1112 \oV"ptNTgN 7777i//' _9 eo o.11645PE•w FS'LENS• ���.`��\ This drawing is not intended nor shall it be 0 10 20 40 used for construction purposes unless the signed professional stamp of a registered TEMPORARY RETENTION AREA TO IN FEET architect employed by Comma-Q BE.REPLACED.BELOW PARKING. . . . . . . . . . . . . Architeturs,Inc.is affixed above. LOT IN PHASE 4 RET NTION BASIN coNauLTauTs TO 'ELEV"4744.00 " B ELEV 4742.00 4- `SIDE SLOPES- . . NEE RIP= AP-CULVERT _ -RIP-RAP CULVERY - / OUTL T(2.5 CY). . OUTLET(2.5 CY) - STAH LY C 4747., �- 9'�fOCiRTES'� -/ LB C 4746.74 \ GRADE NEW LBC 4746.96 � SWALE TO TBC 4747.14 TBC 4747.361 _ __.. EX 4745.78 RETENTION BASIN / OUTLET S PEER(TYP) _ f\vcE LAY TBC 4748.22 PROPERTY LINE ORB F PVT '7 T ABC 4747.71 DESIGN.5 cuRB F W -0.5% Q 4,-? T 474.1 CURB Fo - andscape architecture / ST AGE / � \ SNOW STORAGE TORM DRAIN MH RIM 474TO3 PVT 4747.85 UTLET SC P OUTLET SCUPPER TBC 48.08 09 OUBTCLE4T SCUPPER TBC 4748.41 27.0� (TYP) -/ R8' (TY ) _ \ Linda Iverson TBC 4747. 7 7 � _ , PVT 47 8.2 landscape design R8' (TYP) TBC 4748.70 ; 9 ' (T' aMsc TBC 74T67 747.7 / R2 (TY \ I E S R( INLET SCUPPER(2) m C 4748 8�� 1 5 coMc TBC 4748.29 T INLET SCU PER(2) TBC 4748.62 11 �Q509°/ TBC 47. ( d § / BC 47 T BC 4747.2 \ F TB 474 10 n v0 c 1 = SIDEWALK ^ RS ( ) TBC 4749.08 CHASE °° / D PH 1 CURB ?�GRAD Ab n 26'(TYP) { T C 49.14 _' CONTINUE I FUTURE PHASE \ TO TLE F�R 18.5 (TY ) TBC 4749.03 FUT(1RE BI S ALE y C PVT 4748.80 3 S BC 4749.9 4 a+ @ 0 4749.61 1RIM 47 1 ,V (- a U I R15' (TYP) yy+ J �26' (TYP) EDGE as.ao J a � PAS1 2.0%20 H 1 11 C C 4749.77 ASPLTBIOSWAL a R `o F�26' (T �26 (TYP) T C 4749 5 OUTLET �€E d I= _ MAN ANCE C 47 T C 4748.94 ��� { EOP 4 49.13 (a m € 20.5 YP \ �', AYDOWN CURB _ U _ y i TBC 474.22 p�96 A N S K 47 - - - - I / 0 - T.O.W.HEIGHT 4751:61 18.5' (TYP) YP) Ca TO ER IN TBC 474276 TYP TBC 47 9.99 C4750. I SWK 4750.70 -- DRAIN IN�EM E�RSTORM70 C T.O.W. IGHT 4749.61 TB 47 Ip J WATER co TBC 4749.25 WALL ( ) BLDG H I(El)URE EXTgNSION O U REPLACE SECURITY € (1)STEP SIDEWALK o � Qo FENCE AROUND CHASE T AND WALL R15 (T P 'Y / - P T 4749.11 IRS' 8' (TYP) FF EL 4747A0 T ,4/4 , I WATER TOWER v TBC 4749.43 T 474. 474.7 TBC 4749.99 TBC 4750.12 m NEW FF 4750.70 FF EL 4746.45 �0.5% PVT 4749.92 ` I^ In / e co TBC 4750.31 ; LAYD WN C RB // ` - -a C - coa TBC 4749.79 - TB 475028 R M R1A5' (TYP) AAA - f6 e 474 1 u R37' 1/ 4\ccaM\ 41' PVT 4749.25 �YYJ_4Lh9.59 ^ \ 1 p d / LAYDOWN _ TBC 4750.17� 6.5' TT C .9 S F Mom' a \G -- -- CURB S 4750. r 449 7 W E T O.W.HEI BETWEEN _ c 4 `� r I +-• f\T.O.W.HE RAMPS _._ TBC 4750.71 v ` 11, N = o N a ° __ ___ a PVT 4750.20 } PVT 4749.70 PVT 4 4.7 a C w o r TBC 474. - WK 4749.4 ATIO �� ( STE S "oLAYD WN CURB / _�17 rrarr� c O / ATI `BETWEEN RAMPS / 11 cE T 4 4.41. \ °R15 TYP) 0.5%� u / STUB STORM SEWER FOR 4 1 R2 (TYP) TBC .22 I C7Y�. TBC 4749.50 - /T'� FUTURE EXTENSION L C 47 .44 N ROOF T C 47 0.84 � TBC 4750.09 PHASE 1 ENLARGED GRADING �o DRAIN T,l C 47 0.77 AND SITE PLAN NORTH CURB m NLET R 0.5%� .0%2.0% (TYp) LBC L `o jTBC 17 1.5 TBC 4751 17 TB 475068 ARROW DENOTES /w\ TBC 4749.60 BLDG G j PED RAMP / -4.O 8 W o TBC 4750.34 lv TRf 47511 f1A 1 �� 6� ORGINAL DRPWING S2E:2a'x3d' WIDTH VARIES UPPER LANDING SEE SITE PLAN UPPER LANDING MAX SLOPE 2% RAMP CONSTRUCTION NOTES MAX SLOPE 2% IN ANY DIRECTION UPPER LANDING IN ANY DIRECTION a MAX SLOPE 2% 1. TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS a' IN ANY DIRECTION AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, a ° ° a e ° • Q SECTION 02529, AND AMERICANS WITH DISABILITIES (D�ETECTAB��LE SIDEWALK °° WIDTH VARIES ," S169E�JAL"K ° 4" RETAINING WALLArchitecture,Inc. ACT (ADA) REQUIREMENTS. SEE:Sbt PLAN- ° SIDEWALK GRASS 585.1112 4 GRASS ° GRASS 109 IN Rouse Avenue,140.1 2. RAMP AND CURB CAN BE POURED MAX SLOPE` g �0x ° �, MONOLITHICALLY. ° DOWEL WITH 24" NC.S RAMP MAX SLOPE wok www.com REBAR 3" INTO BACK OF 1:12 ?D z ° 3. DETECTABLE WARNING SURFACE COMPLYING WITH WARNIN z ° CURB, 3" CLEARz_ DETECTABLE WARNING ��� ° DETECTABLE WAR NG ADAAG SHALL COVER THE ENTIRE WIDTH OF THE (TYP. BOTH SIDES) � SURFACE . SURFACE RAMP. ONE CORNER OF THE DETECTABLE WARNING ❑ v ❑.03 m ° ❑ ❑o❑ d�AMP ❑ °❑ ❑ ° ❑MUST BE WITHIN 8" OF THE GUTTER FLOW LINE: NO E °a L '1:12 MAX 4RAMP - - ❑.ln' a ° r - - ❑9n2 ❑ - ❑ '- ❑ ❑ ❑ 1e12 MAX OTHER POINT ON THE LEADING EDGE OF THE Ca"Mw 2a'MIN a MINC° C \\\\\IIIIII1 12 \p\DETECTABLE WARNING SURFACE MAY BE MORE THAN ❑ ❑ ❑ q, o -� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \�,ON?!1N i 5' FROM THE FLOW LINE. a / C0 '��: 4. RAMP WIDTH SHALL BE 5' MINIMUM. RAMP WITH ° T a - - s �. _9: POOL •a'_ TO BE NO LESS THAN 1' NARROWER THAN SIDEWALK �CONC. CURB°& GUTTER a �' °FACE OF CURB J e° °CONC. °CURB°& GUTTER" FACE OF CURB ° CONC. CURB &°GUTTER aFACE OF CURB<� 9p"ND.11645PE;mac WIDTH. ° 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. ASPHALT SURFACING / ii�INAL\����. ASPHALT SURFACING ASPHALT SURFACING 6. RAMPS AND LANDINGS ADJACENT TO STREETS This drawing is not intended nor shall it be SHALL 6" THICK, OTHER RAMP THICKNESS MAY BE 4". used for construction purposes unless the signed professional stamp of a registered architect employed by Comma-Q LENGTH AS REQUIRED TO MATCH LENGTH AS REQUIRED TO MATCH 7. CONCRETE TO BE M-4000. REINFORCE CONCRETE Architeturs,Inc.is affixed above. IN RAMPS WITH FIBERMESH AT A RATE OF 1-1/2 STANDARD SIDEWALK GRADE STANDARD SIDEWALK GRADE cowsuLrgws LBS. PER C.Y. OR WITH 6%6"AO GAUGE WIRE MESH. DEPRESSED WALK FLARED SIDE RAMP FLARED SIDE TOP OF CURB 12" RAMP 12" TOP OF CURB TOP OF 8. OBTAIN A SURFACE TEXTURE ON THE RAMP BY �5'5 (5'-O" MIN) �5.5 (5'-0" MIN) �5.5 (5'-0") SLOPE. CURB �y,VX! Eg COARSE BROOMING, TRANSVERSE TO THE RAMP MAX TYP' Z ,,2 MAX TYP 9. TAKE CARE DURING CONSTRUCTION TO ASSURE `------------------- -- ----- --------------------------- STAH LY UNIFORM RAMP GRADES, FREE OF SAGS AND SHARP NO LIP NO LIP E LIP 19 D GRADE CHANGES. FLOW LINE SEE CURB DETAIL FLOW LINE SEE CURB DETAIL FLOW LINE RETAINING WALL SEE CURB DETAIL 9'�fOCiRTES` RAMP DETAIL FOR RAMP DETAIL FOR RAMP DETAIL FOR PLAZA SIDEWALK SIDEWALK PERPENDICULAR TO CURB SIDEWALK ADJACENT TO CURB (FOR SIDEWALKS WIDTH <10') N.T.S. (FOR SIDEWALKS WIDTH <10') N.T.S. N.T.S. DESIGN.5 6" CONCRETE PAD #4 BAR-16" O.C. afldscape architecture SLOPED AS NOTED ON GRADING PLAN 3 OF 1 1/2 CRUSHED SEE PLANS BASE COURSE 1. S.a•'(0.45•> Linda Iverson s% SLOPE 2" landscape design 24 _j THICKENED EDGE SIDEWALK SECTION g" 4• TOPSOIL e 3"R I 4.5" TYPICAL SUB-BASE SECTION I (TYP') 4 R 3/q ro APPLY TACK COAT L a oEn r saec CONCRETE WALK PRIOR TO PAVING CONCRETE PAVEMENT SECTION SEE SITE PLAN FOR WIDTH TYPICAL CURB a 3" BITUMINOUS PLANT MIX SURFACING PG � 15% SLOPE 58-28, GRADE B AGGREGATE. < < - a r �" 7.5" _ 6" OF 1 1/2" CRUSHED BASE COURSE SAWCUT EXIST. PAVEMENT Q 4 - WHERE APPLICABLE AND 3 APPLY TACK COAT PRIOR e e 0 0 0 0 O TO PAVING 0000000000000000000000000000000 V ETS CRUSHED GRAVEL O O O 0 0 0 0 O 0 0 0 O 0 0 0 0 U III I o \o �o BASE-3"MIN. 0000000000000000000000000000000 y J �o vn(� �O � SUB-BASE COURSE In���0 o AS REQUIRSo ED SO o '` �- -I COMPACTED SUBGRADE C 0 U 15" OF 6" MINUS SELECT SUB-BASE COURSE, M-4000 CONCRETE (PIT RUN) UNDER ALL SITE IMPROVEMENTS (� coy o 4" THICK TYPICAL FOR SIDEWALKS COMPACTED SUBGRADE O) 0 6" OF 1 1/2" CRUSHED BASE COURSE s^ +Is• a/a• ` TYPICAL SIDEWALK AND PAVEMENT SECTIONS y +r3/q'PER 1'SLOPE r3 q•pER LOPE C0 m 1 2•PfR 1'SLOPE y � Y C N NOTES N.T.S. a .6 d O tU 'r 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF 6. EQUIPMENT PADS TO BE TYPICALLY CONSTRUCTED IN ACCORDANCE WITH Lt Id BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02230, EXCEPT WHERE SPECIFIED CONCRETE PAVING DETAIL. SEE EQUIPMENT SPECIFICATIONS FOR ADDITIONAL DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB ON THIS DETAIL DRAWING. SUBGRADE MAY CONTAIN UP TO 50% 4" MINUS REQUIREMENTS. PULVERIZED ASPHALT AND CONCRETE WITHOUT REBAR. 7. CONCRETE TO BE M-4000 (MPWSS). - 2. IF SUBGRADE MATERIAL CANNOT MEET COMPACTION OR MOISTURE ' 1. Sub rode or base course compaction shall conform to section 02230(M.P.W.Specs.,1996 ed.) N REQUIREMENTS DUE TO TIMING OF CONSTRUCTION. CONTRACTOR TO INCREASE 8. INSTALL PREFORMED EXPANSION JOINT FILLER AT ALL EXPANSION JOINTS, FOR otS - 2. Contraction joints shall be placed at 10'intervals and shall hove a m ,mum depth of 3/4'and minimum width of 1/6 SUB-BASE SECTION AND ADD STABILIZATION GEOTECH FABRIC AS REQUIRED BY THE FULL THICKNESS OF THE SIDEWALK AND USE AT ALL JOINTS BETWEEN NEW " - E6 CURRENT SUBGRADE CONDITIONS. CONCRETE SIDEWALKS AND STRUCTURES IN PLACE. 3. 1/2^e.panaipn joint material aban be placed at all P.O.s,P.Te,curb rstums and at not more than 300'mtervala. The 'j a expansion material shall extend through the full depth of the curb and gutter. c ire 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. I V �� a 3. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND 9. ALL CONCRETE JOINTS MUST BE STRAIGHT AND PERPENDICULAR TO THE �� CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234, EXCEPT WHERE CENTERLINE AND THE SURFACE OF THE SLAB OR SIDEWALK. WHERE PRACTICAL, 5. Concrete ebml be crass M-a00o. _ .. 6. Crushed grovel base shall meet the requirements of Section 02235(MPW SPECS,2003 ed.) For curb and O w w m SPECIFIED ON THIS DETAIL DRAWING. UP TO 6" MINUS MATERIAL IS ALLOWED. ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO OUTLINE gutter replacement projects,washed rack may be used for the grovel base. o SUB-BASE COURSE MAY CONTAIN UP TO 25%4" MINUS PULVERIZED ASPHALT ALL PANELS IN THE SIDEWALK, WHICH ARE TO BE, SO FAR AS POSSIBLE, SQUARE. err - AND CONCRETE W/O REBAR. THE LENGTHS OF THE PANELS ARE DETERMINED BY THE WIDTH OF THE SIDEWALK. SEE ARCHITECTURAL OR LANDSCAPE PLANS FOR SPECIFIC JOINT SPACING. 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 _ CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235, EXCEPT WHERE 10. CONTRACTION JOINTS MAY NOT BE MORE THAN J's" WIDE AND NOT LESS THAN NONE CURB & GUTTER Revised SPECIFIED ON THIS DETAIL DRAWING. 1" IN DEPTH AND MAY BE CUT BY A GROOVE FORMING TOOL. MAXIMUM STANDARD DRAWING PHASEISITE DETAILS - CONTRACTION JOINT SPACING IS 6' FOR 6' WALKS, 5' FOR 5' AND 10' WALKS, Mar. 2006 5. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH AND 4' FOR 8' WALKS. RECORD MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510, EXCEPT TYPICAL CURB DETAIL WHERE SPECIFIED ON THIS DETAIL DRAWING. 11. LOCATE EXPANSION JOINTS EVERY 100 FEET(t30 FEET) AT INTERVALS EQUAL DRAWING C 4.'I 6. SIDEWALK, PADS, AND APRONS TO BE CONSTRUCTED IN COMPLIANCE WITH TO THE NEAREST MULTIPLE OF THE CONTRACTION JOINT INTERVAL. NOTES N.T.S. MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529. 1. CURB AND GUTTER TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02528. 1-15-16 omciNgLaagwlNcaizE aq..sa. 18" RAILING =I Z.. _ 3/a CHAMFER AT EDGES 3/4" CHAMFER AT EDGES Architecture,09 IN Rouse Avenue,No.1 #4 HORIZ. @ 12"O.C. MAINTAIN 3" COVER 6"MIN ABOVE SIDEWALK OR FINISHED GRADE Bozeman,fax 7. 30" MAX 24" MIN ABOVE SIDEWALK OR TOP BACK OF CURB 14' J NEW CURB aoommuu4i SIDEWALK ABOVE REINFORCE WITH #4 VERT.@ 16"O.C. 11'`a ONTA/V�% FOOTING — W/6" HOOK IN FOOTING. GRADE VARIES 40" o ..OOi�s 66" = POOL a= 8"x24" CONCRETE FOOTING 9p:N0.116456.:W_ ALTERNATE HOOKS REINFORCE WITH (2) #4 CONT REINFORCE WITH #5 VERT. @16"O.C. ��4�8 CENS EACH FACE, #4 HORIZ. 012"O.C. .3"COVER TYP. 42 FOOTING," EACH FACE, COVER HOOK IN COMPACTED Thisfordra cmnstrudg is intendedpurposes unless it be FUTURE SIDEWALK 5 @12"OC. used for constmchonpwpof a nags the ABOVE FOOTING BACKFILL # signed premploynalstamp ofareg stered #5 @18"0 C. a rchiectempbyed by affixed above. TYPICAL CONCRETE LANDSCAPE RETAINING WALL 3" COVER vhl eto e,Inc.is afixed above. SCALE 3/ate = 1' ° cONeuiT 8 NOTES 2" (TYR) 1. THIS RETAINING WALL DETAIL IS FOR WALLS LESS a ° ° ° ; '.a• .1.6 REINFORCE WITH #5 018"O.C. EACH ����HEf9j�c THAN 30' NET HEIGHT. SEE GRADING PLAN FOR7 ° WAY, 3" COVER LOCATION AND EXTENTS. STAR LY 2. RETAINING WALL TO BE CONSTRUCTED IN - 18"� 18 4n 19f0 COMPLIANCE WITH MPWSS SECTION 02529. CONCRETE 53" TO BE M-4000. - 81" 9f�'�CINTES ' ° EXISTING WATER 18" FOR NORTH AND TOWER FOOTING SOUTH WALLS. 53" —DO NOT DISTURB FOR EAST WALL. -DESIGN.5 andscape architecture TYPICAL WATER TOWER RETAINING WALL SCALE 3/4" = 1' RESERVED PARKING SIGN RESERVED NOTES Linda Iverson (R7-8) (12"X18" TYP) OR PARKING landscape design OTHER SIGN PER SITE PLAN 1. RETAINING WALL TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS SECTION 02529. CONCRETE TO BE M-4000. MAX FINE 3 6" SCH. 40 STEEL �, O O Zl-(PAINTED) PIPE BOLLARD V FILLED W/ CONC. WITH yy+ J TOP ROUNDED. N J 84" O w 0 � d "TELSPAR QUIK i cca 1= PUNCH" 2" SQUARE d ca 14 GAUGE POST 48" cc N n' C NO U m FASTEN POST TO SLEEVE WITH ti6" BOLT (A325) 1Y2" ABOVE FINISHED PAVEMENT OR FINISHED N d o I GRADE. INSERT BOLT HEAD FROM OPPOSITE (70 GRADE SIDE OF EXPECTED '�V/ d O U c IMPACT, INSERT DRIVE �/i RIVET INTO OPPOSITE 2" FINISHED SIDE. 4 GRADE jjAA \/\ 36" M-4000 CONCRETE (TYP.) _ SQUARE 2-1/4" x 24" 12 GAUGE \ W _ � HEAVY DUTY TELSPAR ANCHOR, TAPE 0� � HOLES BELOW FINISHED SURFACE PRIOR �/j 24' •Z� TO POURING CONCRETE SIDEWALK. A CL INSERT SIGN 18" INTO SLEEVE v�/V y ._ s M-4000 CONCRETE ANCHOR Cn o L.LL. A.G'/ a d 3"MIN. 1'-6" s SIGN AND POST DETAIL TYPICAL BOLLARD DETAIL SCALE 3/a" = Y SCALE 3/4" = 1' PHASE 1 SITE DETAILS - NOTES RECORD 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 09810. DRAWING C T `^/ 2. PLACE SIGNS AT LOCATIONS SHOWN ON SITE PLAN. SIGNS SHOULD TYPICALLY (Aj BE 24" BEHIND CURB, OR 12" BEHIND CURBWALK. 1-15-16 ORIGINA ORAWNGa12E 'x% F` ='� OVERFLOW OUTLET - VEGETATE PER LIGHT-DUTY 4" FRAME AND LANDSCAPE PLANS �f�z��9;OR GRATE, WITH >1.0 SF OPEN --- RAxsoO cuss a Gu,RR 6" AREA 1N,CT_S`NALES-FROM." }{= - Architecture,Inc. �0t,raAcn�"POR:ii wic"rs, IIII __ ------------cuR6 scuPPERs II IT_I * 109 IN Rouse Avenue,Ni 2" GRADE RING -III i� l woo oR C CR� III 12"TYPICAL DEPTH PROVIDE EROSION v M- ••1 585.1112 III III CONTROL AT INLETSfax 24" DIA. ca MN, a-o • .,sPAcso EOUAar Rs t• IIIIIII ~OPENING II IIIIII 24" BloswALE MEDIA To coNsisT II III=11 �� OF MIXTURE OF SAND, 4" SUBGRADE DRAIN PIPE FOR OPTIONAL TOPSOIL, AND COMPOST. III= � a,-c• =1 " pNTAIv % _ EXTENSION IF REQUIRED FRONT VIEW �'M1irl�+ icy OUTLET °�" MBM,r Mux UroNN1 _ .CO PDELL D. _ •• s - III III II III III-III III III II III III III �S�B•a�Gw'..G s'suMP (nP) 1 III III III III III1 III III-III III III III-III IIIIII-III III III 1 GR E w,G G, 9,ND.1�645PE;to III-11 III-I = III-111I III- = - -1I III III- o"F =o�•�G�6"�� _�' -A',-A',eAcx PECE AVOID SOILTCOMPACTION UNCOMPACTIEDDURING SOIL. .aMace AwusrMEm ��rgOSy0NAL1 ���`\`\ ADDITIONAL EXCAVATION MAY BE REQUIRED VARIABLE DIAMETER TO REMOVE COMPACTED SOIL. V This drawing is not intended nor shall it be used he TYPICAL B10-SWALE AND OUTLET DETAIL signedr�essionalstanon pofaegassed signed professional stamp of a registered 1 architect employed by Comma.Q o BE-En ArohiteWro,Inc.is affixed above. N.T.S. ,\\\\\ oR/ •nc n Er consuc*nnrs NOTES - :..::,.,. .,.., �RI�x. .o xT.11 SPE r 1. SEE GRADING PLAN FOR LOCATIONS OF BIOSWALES, CURB 12 RCP It"°"1 (.- SCUPPERS AND OUTLET STRUCTURES. o._O,� 8S9 6/T GALVANIZED SIDE VIEW STAH LY STEEL TREAD PLATE 16 Y4"xY2" COUNTERSUNK MACHINE SCREWS 12' 18' 12' CITY OF BDRAWIN SNONE STORM STANDARD SQUARE INLET N Deo?20031A �,'9 1990 A`. TOP OF SIDEWALK 12 (TYP 3 PER SIDE) TYPICAL CURB STANDARD DRAWING Rev MAR Zoos '�fOfIRTES- TOP BACK SECTION ES ^ OF CURB 6" DEPTH (TYP) DEPRESSED - - CON BETE ,° a VARY TO PROVIDE a ° FLOW LINE C STORM DRAIN INLET MANHOLE TO BE CONSTRUCTED C `FLOW LINE SLOPE - ___ --- -- ------------- __ ____---- COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS a g 2"x2'xY4" ANGLE IRON FRAME ~DEPRESSED - PVC STORM GROUT JOINT SO CONCRETE FLARED END TO MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS FLOW LINE DRAIN INSIDE PIPE SECTION AT OUTLET DETAIL DRAWING. -DESIGN.5 4 Y2"x4" ANCHOR BOLTS OR DIAMETERS ALIGN (WITH GROOVE JOINT) ef1dSC2pe architecture 6" ° , 1 REBAR (TYP 3 PER SIDE) FRONT VIEW 2. SEE PLAN AND PROFILE FOR STRUCTURE RIM AND INVERT COUNTERSUNK MACHINE SIDE VIEW DETENTION BASIN PIPE INLET DETAIL ELEVATIONS. s scREws (rYP 3 PER SIDE) TYPICAL SCUPPER DETAIL N.T.S. SCALE 3/4" = 1' SIDEWALK CHASE DETAIL NOTES Linda Iverson 1. CURB AND GUTTER TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND n<W. �•. u A-nn HII,,gym A-nve cw.1 landscape design NOTES SCALE 1 Y2" - 1' CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02528. "'<"° ° MINIMUM,?wvauuM OPExwG 2. CONSTRUCT CURB SCUPPERS AT LOCATIONS SHOWN ON THE GRADING PLAN. oOfos oo�xc j„a 1. SIDEWALK CHASE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY z m gxC , - OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE 3. FINAL LANDSCAPING SHALL NOT EXTEND ABOVE CURB FLOW LINE OUTLET. ��R.�w. M°��y�+oo M1a.i°n°ohe aoe8' spa Gown L ns" SPECIFIED ON THIS DETAIL DRAWING. ANY LANDSCAPING THAT EXTENDS ABOVE CURB FLOW LINE OUTLET SHALL BE a• -�" "Aam •� REMOVED, LOWERED, AND REPLACED. 27'w•ni^° •° ea-.J" 2. THIS DETAIL ONLY APPLIES TO SIDEWALK CHASES ON PRIVATE PROPERTY. OPENING SIDEWALK CHASES WITHIN PUBLIC STREET ROW SHALL BE CONSTRUCTED IN R =# NCRErE ACCORDANCE WITH COB STANDARD DRAWING 2529-14. •B •° s,ANOAso oBAw NGI MANHOLE AND No onzO-. AREA DRAIN INLET. TO BE s �" CAST IRON WITH 12"X12" PLACE TOP OF GRATE `• '` BELOW ADJACENT GRATE, ADA AND LIGHT 10" ROUND POLY IRRIGATION TRAFFIC RATED, WITH 6" PIPE FINISHED GRADE '¢8 _• a+ cu O BOX, NDS 111-Ei OVER OUTLET. 8" DROP IN ROUND GRATE, CLEANOUT PLACED FLUSH WITH °'e°"^a •V U NDS #20S FOR 6" PIPE WITH FINISHED GRADE. CUTIN NEW 6" PVC WYE AND O fn 0 HEEL PROOF OPENINGS s RISER TO EXISTING DRAIN PIPE. �x _ 0 � i USE FERCO ADAPTERS TO THREADED Y" INLET AND DRAIN PIPE. CLEANOUT CAP g A w 6" SDR 35 PVC DRAIN PIPE, cz f_ 6 i CONNECT TO ROOF DRAIN PIPE d E d A 61A1oEs,ars ix eoTroM Q) C ca o U PATIO AREA DRAIN DETAIL LANDSCAPE AREA DRAIN DETAIL CLEANOUT DETAIL P a;,m`m°m,. V m In,ckn••s n e in<M1ae. � Y C o BUILDING GUTTER oM w•F, w ° s ��ea°^c°e..9� L c6 to o DOWNSPOUT 1� +"°°'.'°^^•"°^°^^°°°^"`"° d O U o FABRICATE ADAPTER TO Um°I,-a MATCH DOWNSPOUT 9tCf10N A-A MATERIAL. LEAVE OPEN �,,.� GTANGARG GRAw,xG oz,zG_B ON OUTSIDE OF GUTTER _ BUILDING BUILDING DRAINAGE DETAILS FIN( H D GRAD CITY OF RDZEMAN SCALE: COMBINATION MANHOLE AND N0. 02720-IB CITY OF BOZEMAN SCALE: STANDARD STRAIGHT N0. 02720-4 y - EXTEND PIPE FLUSH TO '•T'-. STANDARD DRAWING NONE MANHOLE DEC. 2003 STANDARD DRAWING NONE CURB INLET DEC.2003 otf FINISHED GRADE NOTES NOTES REv.uA zow NOTES sEv:MA :oO U T ups C = 1. BUILDING DRAINAGE TO BE CONSTRUCTED IN COMPLIANCE WITH 6"OR 8" SDR 35 RISER-----_____ 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN MPWSS SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO o WYE CONNECTION DRAWING. MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL FOR LATERALS DRAWING. DRAWING. 2. SEE PLANS FOR LOCATIONS AND SIZES OF ROOF DRAINS. INSTALL ROOF DRAIN RISERS TO ALL BUILDING DOWNSPOUTS ALONG ROOFDRAIN PIPE RUN. 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER ROOF MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR MANHOLE FOR PIPES 18" OR SMALLER. USE 60" DIAMETER MANHOLE FOR 6" OR 8" SDI 35 3. ROOF RISER MAY NEED TO BE OVERSIZED TO ACCOMMODATE 24" PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. 24" PIPE. USE 72" DIAMETER MANHOLE FOR PIPES 30" OR LARGER. ` PVC ROOF IN DOWNSPOUT. TRANSITION BACK TO ROOF DRAIN SIZE BELOW GROUND. MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER MANHOLE PHASE I DRAINAGEDETAILS o DIAMETERS. DIAMETERS. 4. INSTALL CLEANOUTSANGLE I OM ON MAIN LINE AT EVERY ANGLE OR (RECORD COMBINATION OF ANGLES ADDING U TO 90° AND ENDS OF DRAIN 3. SEE PLAN AND PROFILE FOR STRUCTURE RIM AND INVERT 3. SEE PLAN AND PROFILE FOR STRUCTURE RIM AND ROOF DRAIN DETAIL LINES. ELEVATIONS. ELEVATIONS. 4. SUBSTITUTE INLET CASNG FOR4. SUBSTITUTE INLET CASNG FOR WHERE CURB INLET IS NOTTIREQUIREDROUND FRAME AND SOLID LID WHERE CURB INLET IS NOTTIREQUIREDROUND FRAME ANDRAWING C 4.3 1-15-16 omciNA oaAwiNcaizE a4•.BB• I Q t� --=-= _ �U (n41� --M—� Q w U --- 0 w w i QO w J U u1 Q N e� J� Q U JKv I` co a- Q Q Q d M r .o n om 0 1 o 1 N z N 1 `"xpoto°wnunoiii v� mo z 1 TAN �x z UGE U UGE UGE UGE GE N w I _ .CORDELLU.'• 1 G _ POOL wax a d: o m4c' G 0 G NAEE����`• mtninunnu� ------------ __ _ __ This of Intended nor shall it be ��) mwonstru usedPopconslmcgonpurposes unless the —}_ Signed professional stamp a registered �./ architect employed by Comma-O Architetere,Inc.is affixed above. I } � � � 1 coNsuiTaNTs a ; - 3IovdS £ w 0. IT XEl El El STAHLY r' Q + I N o 10 LL a- (n LLl w C � LU U U 1 -DESIGN.5 r W Z o 0 Q 1 ❑ OQ' andscape architecture j 'i'O�NW Q o x 1 Q El LLJW C N ._ M !rl \ o 1z5 2 so IN FEET Linda Iverson landscape design �N O r7 M 4760 o°J } n ^. �ro �w 4760 � ro ¢ rno oo o 'MO c0 o] > ^ O + + te++ +aJ +�� +a cp ul N a C O Nitit M N O V1 O Y Q W w Q W Q W— Q W W w Q W— Q J— J— O lO Q W U r Q W ¢W m Q W Y Q W O HJ + HJ HJ> HJJ +J> > >' Zr ul u7� oJ� �J 0O �r HJ O O ti� HJ¢ HJ rnwc� ow tnwc� rnwd rnwwc� cnwd rn wa waoQ as cnwc�' r� cnw o ro cnwc� 0n 0 cnwc� OQN w J NZ� J �ip� 3 m >> �¢ »J +w N 3 >J 3 rnM> cmia"'L�jm�myw+ mma� 3 4755 �M>— ma>z— �o>-- zo ow aro>—w nm>� 4755 — O +F�'vZ + Z» + »> �+ z + » + i cc U + zz M� zzz ¢N�� N� zz �� O �. J ¢=�No ¢=� ;n ¢ EXI T. GRADE �_�> _ 0.94%SLOPE N O to EXIST. GRADE (D SHED) 1�gq SLOPE c d r6 ca FG PH 1 (SOLID) �97y SLO E— H a) o SLOPS O—SLOP — — — fC i o S 4750 475C a) II II U m MA SLOP m N f6 Y J-- CO � Il O U 4 _ --- STORM PIPE 96 L J 75 LF 15" PVC @ 1.37% — 4745 STORM PIPE 83 II II 474., 06 C 39.10 LF 18 TORM PIPE 7B PVC @ 1.08% 64.35 F 11 PVC @ 1.081 ————— _ e — m _ a e � N STO M PIPE 6B -- ------- � 248. 2 LF 24" PVC @�-4`1043% ---------- -� y a TTORM PIPE 4B o '- 6 .66 LF 24" PVC @ 0.4% N c0i — w o STORM PIP 5B o s a 18.39 LF 1 PVC @ 0.5% o v a 0 z 4740 m 4740 ROAD 8 STORM 0 3 o J z w z PLAN 8 PROFILE ALANE om�� �¢ ¢ Ma RE OR +�>> mw +� C 4.4 JZ �z J> N= WIN (n� �_ HX m ORIGINAL O—N0 a12E:2d' 6+00 5+00 4+00 3+00 2+00 1+00 0 I Q , wV �I ❑ LL .Q ----- SLO G E Rouse - 3 OAKhitecture,Inc. Bozeman, w i G PLA 111 E. OAK2 I'S S ES !o' SPACES Q www.00mmaq.com N I FIT 2. INLEI Q/ ❑ '° - _:- i„ TY;) �aoommuuuiii T17 AN ❑ _ ..OO�/ POOL STU STORM SEWER FOR N0.11645PE;W SEWER FOR ST B TORM FUTU E EXTENSION (29' :pTr•1�C�6S�•�_�` r FUTURE EXTENSIO ' ST C NTE MI %,S•,OEN,,� UP EXT NS ON----- _ ---__ U° pSnnNAL`\`vp \ EXISTIN SIDEWALK — 1 f p 2\ RS—-- This drawing is not intended nor shall It be O 0 O O O 0 0 used for conslmction purposes unless the signed eplo stamp aregi5lered architect employed yed by Comma-O — Architeture,Inc.is affixed above. NE 1 i EXISTING PAVED PARKI LTA o G ; — — CONSUNTS \ \ + 0 50 SPACES I i "g�,1NEfyjyC TO EC:ONSTRUCTED IN PHASE ;2 ; STAHLY \wwOo\ \ ❑ ❑ o ❑ i © �9ff0CI NTES 30 PAC �y�,° \ \ ❑ ❑ EXISTI G i 1 °\w � L ° RASH IN 1 I % an DE SIGNdscape re w°°�w \ • 117 E. O RASH _ ' 'U o /12.5 25 50 .� IN FEET Linda Iverson landscape design 0^0 T p 4760 z Nm Q� N^ �^z � a^ � 476i cs as �v �y aN aw— Qw� Qw— aw— QwQ c� as rnwa cnwc� cnwa tnwa inwc� ow o° N nw i� m^ ow a`o NZu) rQCIO N M > NO C C� NZM� J O� > u7J J > N> V p w w m > m w w? ¢ > i (gyp J z w w z w w 5 4755 oN> — �v>w nn> — z NO..w� �>� 475,- N O n +� z0 �n��zzz a� zo ""o 0 max_ �x_�;n� c6 (n lY N to�E Z Z N M K N N N U Vl Z Z Vl K Z R a (DASHED) N v cc m E XIST. GRADE () y o FG PH 1 (SOLID) 1.05%SLOPE— •— --- _LQPE N N �SJ�1� — — y 0.5%SLOP / to �4750 4750 t C d O U II III Y —— II IIV/ II II II --------�II 06 c L J STORM PI WE 6A STORM PIPE 7A 4745 108.88 LF 15" PVC @6.4% 0.48% 30.84 LF 15" PVC ® .4% 4-4„, > d 71.94 F 24" PVC @ 6:49'0.43 STORM PIPE 9A eF STORM PIPE 4A STORM PIPE 8A 122.76 LF 24" PVC @ °0.37% 72.55 LF 24" PVC @ 0.4% N a co o N n N ROAD 8 STORM 68.36 LF 15" PVC @ .5% n a v PLAN 8 PROFILE 4740 > CLANS w� RE OR �ww �z� w _ >w �wz wiN C 4.5 tia + N Z O Q O Z �» � in �zz cn N3 ORIGINAL DRAWING a12E:24- 8+00 7+00 6+00 5+00 4+00 3+00 2+00 C 1, z C4L4 Comma Architecture,Inc. Uj co, C' 9 Bozeman,MT 59715 QzO ! z� Ow� 0 � J� 85.5518 I L .00 4G6m m� .z' 0- LU o O U) El VJ LL U) W ;�pNTAN sir '6 • . a / w� o •COHDELLD.'• ❑ n w 3lbMSOI No.11645/P� W NAL`wo`�� — — U),i7z / This dmwing is not intended nor shall It be used for construction purposes unless the Nt�� /'� w Signed professional stamp 5lered a regi •z ? ' ,,—' J architect employed by Comma-O ~O Architetme,Inc.is affixed above. N -NsuiTaNTs z o — 0 3 1NEf g� /�� ' aoaa' I W W I �3 V J 91" STAHLY ' mama \ I I oo ❑ ❑ / w d i ❑ ❑ ❑ `d 11?C I 1 `�9ss�CINTEs �. U VI VIWw i < d U) DESIGN.5 �; ❑ ❑ \� / �Q andscape architecture • �. �_ \ nnnw\� IN FEET Linda Iverson landscape design MN N Q O a 4760 v o � 4760 O� + J r O Z N m r Q� N^ > <11AW CO > Q W- NLJ J a� NIJd N N p w 0 0 N M r y O N _ O FIWi of O m'n > ^�N M>>J +� �� O N > p w w m > m w w? ¢ •i J 4755 w w w w ro z e�>w� coN>z �v>w� In In>zz N�o 4755 N J O n�aOV m�wzo +�wzz +�wzo ,n�wzzz 1+ 0 y a. a a as a >+ c c �x i C6 7 U Vl R � � a cc cc o U Co Y E U (A o FG PH 1 (SOLID) _ y -- m g EXIST. GRADE 0.5%SLOP /^I 4750 4750 CU O U c o SLOPE -____II II I 'V I SLo 1.37 _ --------Irll 06 W - L STORM PI 06 R 4745 108.88 L 4745 d 71.94 LF 24" PVC @ 9+49'0.43 STORM P I Ef (D RETNETI N BASIN STORM PIPE 4A STORM PIPE 8A o N U 122.76 LF 24" PVC @ 0 0.37% 72.55 LF 24" PVC@ 0.4% In STORM PIP 2A 175.14 LF 4" PVC @ 1.42% 3 o N O 0 68.36 LF 15" PVC @ 0.5% '6 ona �� ROADBSTORM - v PLAN 8 PROFILE 4740 4740 CLANE STO M PIPE 1A _ n W OI� 47.0 LF '� 24" PVC @ 1.5 % a w w JW wz C 4.6 zo IN ORIGIN—R—G-E:24- 11+00 10+00 9+00 8+00 7+00 6+00 5+00 15 L I JI'HI.iCJ gELOW.PARKING LOTJN. �' \ PHASE 4 - - - - - - - - - . . . STORIVWATER- RET109 IN Rouse Avenue,No.1 ENTION BASIN/ . . . . W STORAGEBozeman,MT 59715 - 0 - '- fax 4G6 585.5518 SPACES pR = O c ONITA/V a - '�9• No. O645 'w- .. NALfwo`�� CU B a n v C Sc P \,\ >; This d-in is not intended nor shall it be (TY W 0 "-- � used for construction purposes unless the ---------- 5lered Signed professional stamp of a regi�FQR U architect employed by Comma-0 BI G /vchiteture, Inc.is affixed above. c) coNsuLTANTs LD U SP E 2 SPA " " " ' �, � SPACE SPACE r 0 4 \ F uRE ENsioN GGM STAHLY _ 9f0 ,: m I``\GOM N 9ff4CI R::V%t J O SNOW STORAGE T p slow -UGE E - - -- - - EWE OR OMM\ ----- '�> UTU -DESIGN.5 ATER � BLpG XTE N o ,zs zs so andscape architecture c OWE ,. . . ._ 115 E. OA - - � m IN FEET Linda Iverson landscape design Oo i(1 N i(1 N a i(1 N O O rN,) m N 7 Vl J +�"' +�"' +a +�"' Dian N +,J vn +aw +mow >_ >_ 1O In >_ 4760 4760 J awe awe aw awe �a w awa w awo w awo � W U I C� O D N N 0 O p 0 O O O '0 y M N N>» 3 0 N 3 N w J N a N Q N n 0 _ W CU > nww� �nw on w U o�,H �Z m �m�I a,me» ro� Ihm�w1 yy.. CO J _14 _ J O��j O�w j ONW rM J—j u7 N�JW 4755 +o » + + + 0 n ro z I�-�zzz ���o <o� �z �a ,n� ?o y _, a 4 c Sao ax�o�no ax > ca r ob v,��?? y ra � � a C o U cc C0 Y E U QV o N 2 -' N U) o FG FUT RE f6 Y 4750 (DASHED) 0.70%SLOPE 4750 d O U c FG PH 1 (SOLID) -- -- FG FUTURE (DASHED) 0.50%SLOPE EXIST. GRADE II _--------- 06 W _ ----- ---7 �I ---------- > a L) 4745 - -- -------- 4745 m =_ - ------- - ---- �L JI STORM PIPE 2C IEEEN STORM PIPE 1C I_� 167.98 LF 24" RETNETION BASIN 145.59 LF 24" PVC @ 0. % s STORM PIPE 2B STOR PIPE 1B 51.01 LF 15" PVC @ 1.0% ROAD AND STORM - 198.1 LANE E LANE LF 30" PVC @ 0.5% 1 STORM PIPE 3B PLAN LE @ 0. LF 30" PV RE 4740 J @ o.s% row �a WIN C 4.7 z z + x ¢� X �X V W ORIGINAL DRAWING a12E:2d'x96" 11+00 10+00 9+00 8+00 7+00 6+00 5+00 all ST U SP E 2 SPA 20 SPACES — PACE 4 F ORE NSION �11.11 L D m _ _ o a .�� e Architecture,Inc. CD _, % C �.Bozeman,MT 59715 Rouse •T01F5.1112 MtLVATER Eli \ r'406 585.5518 • _— SNOW STORAGE 1 UGE --- - EWE OR E — —— UTU XTIE N ATE :: ! B 5 GOA m �SpNITAN OWER /�^'C n OHDELLD.' --PLANE— — 4 0/ 6 C 0 POOL I o CMM No.11645 P�E "M 8„ 27 SPACES p�pPv�\ — ^ ----__ This drawing is not intended nor shall It be NEW ❑ CURB ROOF used s ned r rofessionaoI purposes of a unless the O signed p p registered S STO M INLET DRAIN D + + architect employed by Cori S R FC Q (TYP) AE O lvchitetere,Inc.is afixed above. / F TU lo lo f c cONsuiT 8 E TE SIC lo J L 0 - - o m g— ----- ----° BLDG G -- --- 109 E. OAK ��NEfyj�c 10 STAH LY lo 19 PACES-- CONNECT T Ll_I CONNECT TO `a 1 SPA ES 9'ff�C1NT y�' /� EXISTING AREA DRAI PA or x\1 / ❑ ❑ CONNECT NEW //T/V -DESIGN.5 ROOF DRAIN TO andsca e architecture ❑ 6 EXISTING OUTLETS � o so n I z. �b IN FEET Linda Iverson landscape design tp J J N J O r7� no Oh r+yQ r+�a j j +a j +a paa >U >p w 0 >p f 1 0w rnwc-�j wc� rnw fnwa rnwc� U w C 4755 � z 4755 3 ow ^oa O � V +Z +Z J � J O n �w I p y C � i ca � � R a F3 PH 1 (SOLID) N 4750 .5%SLOP 0.59 SLOPE 4750 cc m �- e U n o N EXIST. GRADE t ca Cl- O U 14 4745 L745 06 Z a ) L-jNj oCIA U 4740 4740 ROAD 8 STORM if PLAN&PROFILE G LANE RECORD DR&MING C 4.8 ORIOINALORAWINOso-2d•x96" 5+00 4+00 3+00 2+00 1+00 0+00 CONSTRUCTION FACILITIES NOTES: EROSION CONTROL BMP INSTALLATION NOTES: 1. PUBLIC STREET EASEMENTS SHALL BE MAINTAINED FREE OF CONSTRUCTION MATERIALS 1. REFER TO THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY, "STORM WATER AND BE ACCESSIBLE FOR EMERGENCY SERVICES DURING CONSTRUCTION. MANAGEMENT DURING CONSTRUCTION FIELD GUIDE FOR BEST MANAGEMENT PRACTICES" FOR 950 LF SILT FENCE GUIDANCE ON THE INSTALLATION, TECHNIQUE AND APPLICATION OF COMMONLY UTILIZED BEST 2. TEMPORARY ADDRESS SIGNS SHALL BE POSTED DURING CONSTRUCTION. MANAGEMENT PRACTICES. • (1 3. TEMPORARY CONSTRUCTION TRASH AND RECYCLING FACILITIES SHALL BE ENCLOSED. 2. PLACEMENT OF BMP'S SHALL BE CONDUCTED PRIOR TO ANY CONSTRUCTION RELATED RouseArchitecture,Inc. ' • 4. NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO DISTURBANCES. THE SWPPP ADMINISTRATOR SHALL ASSESS THE PHASING OF THE PROJECT AND 109 INSTALL BMP'S THAT CORRESPOND TO THE LEVEL OF PROTECTION REQUIRED FOR THE PARTICULAR zeman,MT 597�5 ORIGINAL GRADE AND PREPARED FOR SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN DISTURBANCE. MODIFICATIONS TO THE PLACEMENT OF BMP'S CAN BE MADE BY THE SWPPP ••fx'585.1112 EXISTING OR ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE WITH THE GRADING ADMINISTRATOR, ENGINEER IN THE FIELD OR OWNER AS DEEMED NECESSARY. fax I'585.5518 PLAN AND PREPARED FOR SEEDING AND SEEDED. CONTRACTOR TO CONTROL WEEDS IN CONTOURS DISTURBED AREAS DURING CONSTRUCTION. 3. PROPOSED PLACEMENT OF SILT FENCE IS PROVIDED IN THE SITE PLAN. SILT FENCE SHALL BE • ' STORM WA (LIGHT) 5. NO UN-RECLAIMED STOCKPILES OF SOIL OR GRAVEL SHALL REMAIN AFTER PLACED TO INTERCEPT SEDIMENT-LADEN SHEET FLOW RUNOFF. CONSTRUCTION. 4. FIBER ROLLS SHALL BE PLACED TO INTERCEPT SMALL DRAINAGE AREAS AND WORK IN RETENTION BAS 6. ADDITIONAL TEMPORARY TRASH, RECYCLING, AND SANITARY FACILITIES MAY BE LOCATED CONJUNCTION WITH OTHER EROSION CONTROL BMP'S. ;\`pvOtNTq�iiy�� ■ NEW CONTOURS AT EACH BUILDING DURING CONSTRUCTION. �.• DARK 5. REMOVE SEDIMENT AND DEBRIS FROM RETENTION POND AS SITE STABILIZATION IS ACHIEVED. MINIMIZE o ( ) 6. UPON COMPLETION OF ALL CONSTRUCTION RELATED DISTURBANCES INCLUDING COMPLETION OF - • �OPOOL RDELL D. FINAL LANDSCAPING, SILT FENCE CAN BE REMOVED AND REPLACED WITH FIBER ROLLS IF _9• No.11645PE;W DISTURBANCE '� TO PROVIDE -� a •` CONTINUED EROSION PROTECTION IS REQUIRED. 20���eti \_�\ FS'oE'NS' ��o`�� VEGETATIVE' • 7. MATERIAL STOCK PILES ABOVE ADJACENT GRADE SHALL HAVE PERIMETER PROTECTION. �ipvSZ rfNpL` po� : .. 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION TRASH AND RECYCLING BUFFER - I �� -- t1 RECEPTACLES ON-SITE AND SHALL PERFORM DAILY CLEANUP OF SITE TO PREVENT CONSTRUCTION This drawing is not intended nor shall it be �- !i TRASH DEBRIS ACCUMULATION. TRASH RECEPTACLES SHALL BE EMPTIED ON A PERIODIC BASIS used for construction purposes unless the -COMPACTED EARTHEN BERM ON NECESSARY TO ACCOMMODATE A DEBRIS FREE CONSTRUCTION SITE. signed processional stamp of a registered architect employed by Comma-Q : 0 DOWNGRADIENT SIDE OF 9. STORE CONSTRUCTION CHEMICALS, PAINT, FUEL, ETC IN A COVERED ENCLOSURE. Architeturs,Inc.is affixed above. W SITE STOCKPILE AREA 10. SEGREGATE POTENTIALLY HAZARDOUS WASTE FROM NON-HAZARDOUS WASTE, AND DISPOSE OF coasuc*oars OVEMENT 4 ■ HAZARDOUS WASTE CONTAINERS IN ACCORDANCE WITH LABEL INSTRUCTION. �V1NIE��y - ♦♦ 11. PROVIDE AN AGGREGATE AND CONCRETE WASH-OUT AREA. DISPOSE OF CONCRETE RESIDUE q4 SSl v^ / (DA K) /�� I ♦♦ IN CONFORMANCE WITH LOCAL REGULATIONS. ■ •. STAHLY ❑ Ivy __`:,.... 12. SITE SANITARY FACILITIES SHALL BE LOCATED GREATER THAN 15 FEET FROM STORM DRAIN ---- ° ■ ♦♦♦♦ INLETS. e, 1970 �` ' � '"��_. ♦♦♦ 13. ADJACENT CITY STREETS SHALL BE ROUTINELY CLEANED OR SWEEPED BY THE CONTRACTOR IN J'Q�jpT�S. - ❑ ❑ q q ♦♦ ORDER TO REMOVE SEDIMENT TRACKED ONTO STREETS BY THE CONSTRUCTION ACTIVITIES. - --- --U - ` STOCKPILE AREA SSW N TRUC I DESIGN.5 ST GA °P andscape architecture SILT FENCE INSTALLATION 140 LF SILT i ■ 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-30. 1 Linda Iverson FENCE / - low SUPPORTED 2. SILT FENCE TYPE SHALL BE UNSTABILIZED - SILT FENCE np landscape design SUPPORTED WITH EITHER WOOD OR METAL FENCE POSTS. ■■ ■■■■■■■■■■■■ ■■■■■ ■ ■■■■■■ 3. SILT FENCE FABRIC TO BE AMOCO 2127, MIRAFI 10OX OR d i APPROVED EQUIVALENT. EXISTING ■ C- GS ■ STU FIBER ROLL INSTALLATION i I ■ d p jl 4 I I ■ A ES 1. REFER TO THE ATTACHED MDT DETAIL DRAWING N0. 208-3& o a ; ■ VEGETATED BUFFER -C. - -- 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-26. CU 3 p l ►� - ■ EROSION SEEDING •2 ♦� EXISTING 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-28, rn O rn AND/OR PROJECT LANDSCAPING PLANS. 6 `y PARKING LOT c s CONSTRUCTION ENTRANCE c N L) VEHICLE ♦� ❑ ❑ 1. REFER TO THE ATTACHED MDT DETAIL DRAWING NO. 208-55 M m TRACK PAD AT • ❑ ❑ FUTURE PH E � CONSTRUCTION IMPROVEMENTS 0 COMPACTED EARTHEN BERM y 2 L ❑ ❑ 1. REFER TO PAGES 25-26 ATTACHED OF THE MONTANA ENTRANCE (LIGHT) Y DEPARTMENT OF ENVIRONMENTAL QUALITY, "STORM WATER O L) "o MANAGEMENT DURING CONSTRUCTION FIELD GUIDE FOR BEST ❑ ❑ MANAGEMENT PRACTICES". ❑ ❑ ❑ 0 C > a \\\� d - j o U PHASE 1 SWPPP EXHIBIT - RECORD ° 25 FEET IN 50 F 1°° DRAWING C 5.0 O 1-15-16 omciancoanwiacaiza a...aa.