HomeMy WebLinkAbout13 C401G CIVIL DETAILS SITE PLAN PACKAGE 'G'1'-9"2'-5"3'-2"ASTANDARD DIMENSIONS FOR THRUST BLOCKINGSIZESFITTING8"4"6"BA2'-8"2'-0"1'-7"2'-6"1'-11"1'-2"TEES & PLUGS45° BEND & WYESAB3'-0"2'-2"1'-6"2'-5"1'-8"1'-10"90° BENDABB1'-7"1'-9"1'-9"2'-1"1'-7"0'-10"1'-6"0'-6"0'-10"REDUCERS &22 1/2° BENDTEEREDUCERBENDTEE & PLUG'A''B'B3MIN.90° BEND45° BEND'A''B'B3MIN.NOTES:1. THESE TABLES ARE BASED ON 150 PSI(1030kpa) MAIN PRESSURE 2000 PSF(9800 kg/m²) SOIL BEARING PRESSURE.2. WRAP ALL FITTINGS WITH POLYETHYLENE.ABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC3112 LOS FELIZ BOULEVARDBOISE, ID 847032023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONC401GCIVIL DETAILSSITE PLAN PACKAGE 'G'RESERVEDPARKINGVANACCESSIBLEWITHOUT PERMIT$100 FINE'R7-8''R7-8b'ON VANACCESSIBLESPACE ONLYGREENBORDERGREENLETTERSBLUE W/ WHITEHANDICAP SYMBOLPER ANSI 4.28WHITEBACKGROUNDGREENARROWGREENLETTERSWHITEBACKGROUNDBLUEBACKGROUNDWHITELETTERS12"18"6"6"FINISHEDGRADE1C401GADA SIGNAGE 3C401GCITY SIDEWALK & BOULEVARD DETAILNOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE STRIPPED 0F ALL ORGANIC TOPSOIL, RE-COMPACTED ANDPROOF-ROLLED USING A HEAVY PIECE OF CONSTRUCTION EQUIPMENT SUCH AS A LOADED DUMP TRUCK TO DETERMINE ITSSTABILITY. IF ANY SOFT SPOTS ARE OBSERVED, REFER TO THE GEOTECHNICAL REPORT FOR FURTHER REQUIREMENTS.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12" THICK*.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE4.CONTRACTION JOINTS SHOULD BE SPACED A MAXIMUM OF 8 FEET, HAVE A MAXIMUM WIDTH OF ¼ INCH, AND BE CUT AT LEASTONE-QUARTER OF THE THICKNESS OF THE CONCRETE.5.INSTALL EXPANSION JOINTS BETWEEN SLABS NO MORE THAN 40 FEET APART AND AT THE SIDEWALK/DRIVEWAY ANDSIDEWALK/DOORWAY ENTRY INTERFACES. AT EACH OF THESE LOCATIONS, EXPANSION JOINTS SHOULD HAVE A MINIMUM¾-INCH WIDTH. FILL ALL EXPANSION JOINTS WITH A FIELD-MOLDED SEALANT TO PREVENT INFILTRATION OF WATER INTO THEUNDERLYING SOILS.R.O.W.
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1.0'2.0%6.5' BOULEVARD2.0%5.0' SIDEWALK3" MINUS GRAVEL BASEEXISTING CURB &GUTTER12"18"60" MINRED LETTERS ANDBORDER ON WHITEBACKGROUNDNO PARKINGFIRELANEFOUNDATIONSEE DETAIL 4/C401E5C401GNO PARKING FIRE LANE SIGNAGE4C401GSIGN FOUNDATION12"GRANULARFILL24"
21"FINISH GRADE1" X 1" CHAMFER18" DIA. X 24" DEEP 3000 PSICONCRETE BASE.2" GALVANIZED COUPLINGFLUSH WITH TOP OFCONCRETE BASE.12"NOTE:1.ALL SIGN BLANKS SHALL BE 0.080 GAUGE FLAT MINIMUM STOCK.2.STREET NAME HEIGHTS SHALL BE 9" HEIGHT. LENGTH SHALL BE DETERMINED BY STREET NAME.3.STOP SIGN FACES SHALL BE 3M HIGH INTENSITY GRADE REFLECTIVE SHEETING OR APPROVED EQUAL.4.STREET SIGN SHALL BE WHITE ON GREEN PRISMATIC SHEETING. MINIMUM LEVEL IV, ACCORDING TO MUTCD.5.LETTERING SHALL BE 6" HIGH IN CAPITAL LETTERS, 4.5" LOWER CASE LETTERS FOR >40 MPH.6.STOP SIGNS SHALL BE ATTACHED TO THE SIGN POST WITH A U-BOLT STYLE SIGN MOUNTING CLAMP.7.STREET NAME SIGNS SHALL BE ATTACHED TO THE TOP OF THE SIGN POST WITH A ROUND CAP SIGH HOLDERWITH A 12" LONG MOUNTING BRACKET. A 12" LONG 90° CROSSPIECE SHALL BE USED FOR DUAL SIGNAPPLICATIONS.0.5" X 4" HEX BOLT ANCHOR.60" MINEXAMPLE2' FROMBACK OFCURB2" RIGID GALVANIZED PIPE10' LONG, 2" ID, 2 38" OD.12"18"60" MIN
GREEN LETTERS ANDBORDER ON WHITEBACKGROUNDSIGN FOUNDATIONSEE DETAIL 4/C401E.FINISH GRADENOTE:1.'COMPACT CAR PARKING ONLY' SIGN TO BE #PKE-21465 AS MANUFACTURED BYCOMPLIANCE SIGNS, AS NOTED, OR APPROVED EQUAL, 8 QTY.2.ARROW SIGN TO BE # PKE-22000 AS MANUFACTURED BY COMPLIANCE SIGNS, ASNOTED, OR APPROVED EQUAL, 8 QTY.3.ATTACH SIGNS TO FRONT AND BACK OF POST AS SHOWN ON C101, C103 & C104.COMPACTPARKINGCARONLYCOMPACTPARKINGCARONLYGREEN ARROW ANDBORDER ON WHITEBACKGROUNDFOUNDATIONSEE DETAIL 4/C401E60°2.0'9.0'20.0'8.0'UNIVERSALACCESSIBILITYSYMBOL. PAINTCOLOR BLUESIGN. SEE PLAN FOR ACTUALLOCATION. SEE 1/C401E.4" SOLID BLUE, NON-SLIP, STRIPES INADA UN-/LOADING AREAS. PAINTSHALL MEET MUTCD SPECIFICATIONS.2C401GADA PARKING STRIPING6C401GCOMPACT PARKING SIGNAGENOTES:1.CONTRACTOR TO REFER SITE PLAN FOR CLUSTER BOX LOCATIONS. # OF CLUSTER BOXES WILL VARYDEPENDING ON LOCATION. MAXIMUM PAD LENGTH IS 192".2.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS. CONTAIN 4% MIN- 6% MAXAIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN ACCORDANCE WITH ACI 301.3.REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60.4.ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE B8M, TYPE 316 STAINLESS STEEL.5.A 3 CBU CONFIGURATION IS DEPICTED. A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEYARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES NOTEXCEED 192 INCHES.4x 4.5" MIN8" MIN4x 4"8" MIN48"3"BUTYL RUBBER PAD(WITH METAL PEDESTAL ONLY)SEE GRADING PLAN FOR GRADESSLOPE SURFACE .25 INCH PERFOOT ON ALL SIDES FOR DRAINAGECHAMFER EDGES IN LANDSCAPEAREA TOOL EDGES FLUSH WITHADJOINING SURFACE IN PAVEDAREAS4 RODS ON 14.00CENTERS MAXIMUMEACH WAYBASE COURSE PERGEOTECHNICALRECOMMENDATIONMAXIMUM FROSTDEPTHFIRM UNDISTURBED SOILOR WELL-COMPACTED FILLCBU PEDESTALPER MFRANCHOR BOLTSPER CBUPEDESTAL MFR7C401GCBU CONCRETE PADTAPER TO ASPHALT LEVEL
ELEVATIONPLANFULL HEIGHT CURBCURB TRANSITIONFLOW LINEFULL HEIGHT CURBCURB TRANSITION1.5'2.0'8C401GCURB TRANSITION/TAPER60" MINFOR SIGNSLOCATED OUTSIDEOF PATHWAYSWELDTO SLEEVEIF LOCATED IN A CIRCULATION PATH,BOTTOM OF BOTTOM MOST SIGNMUST BE AT LEAST 80" ABOVEWALKING SURFACE6" DEPTH TOPSOILPREP SUBGRADE PER GEOTECHNICALRECOMMENDATIONS.4" THICK STANDARD.6" THICK AT DRIVEWAYCROSSINGS.M-4,000 CONCRETE12"MIN.4"6"SLOPING, BENCHING OR SUPPORTSYSTEMS IN THIS AREA TO CONFORMTO O.S.H.A. REGULATIONS*VERTICAL TRENCH WALLS WITHSHORING TO CONFORM TO O.S.H.A.REGULATIONS*SUBGRADE ORGROUND SURFACE12"MIN.EXISTING STREET SURFACEBACKSLOPE ASSPECIFIED TOCONFORM TO O.S.H.A.REGULATIONS*SELECT TYPE 1 BEDDINGMATERIAL PLACED IN 6"LAYERS & COMPACTED ASSPECIFIED IN SECTION 02221SELECT TYPE 1 PIPEBEDDING PLACED IN 6" MAX.LAYERS & COMPACTEDTHOROUGHLYSELECT TYPE 2 PIPEBEDDING WHEREREQUIRED FOR SOFT ORUNSTABLE FOUNDATIONINSTALL DETECTABLEWARNING TAPE 18" MAX.DEPTH (OPTIONAL)TRENCH WIDTH=O.D. OF PIPE PLUS2' MIN. TRENCH WIDTH = 3.50'TYPE "A", "B" OR "C"TRENCH BACKFILLNOTE:SEE CONTRACT SPECIALPROVISIONS FOR ANYMODIFICATIONS TO STANDARDTRENCH MATERIALS AND/OROTHER TRENCH DESIGNFEATURESNOTE:WHERE TRENCH PASSESTHROUGH EXISTING PAVEMENT,THE PAVEMENT SHALL BE CUTALONG A NEAT VERTICAL LINE AMINIMUM OF 12" FROM THEEDGE OF THE TRENCH OPENING.WHERE NEAT LINE IS LESS THAN3' FROM EDGE OF EXISTINGPAVEMENT OF CURB ANDGUTTER SECTION, REMOVE ANDREPLACE ENTIRE PAVEMENTSECTION BETWEEN TRENCHAND EDGE OF PAVEMENT.9C401GTYPICAL UTILITY TRENCH11C401GTHRUST BLOCKING FOR WATER MAIN FITTINGS6" MIN. 4000 P.S.I. P.C.DOES NOT CONTINUEPLUG WYE IF SERVICE LATERALFLOW45° BEND12"CONCRETE COLLARDIRECTION OF FLOWW/ LETTERS "C.O." CAST IN COVERHEAVY DUTY FRAME AND COVER1" IN GRASSY AREA0" IN PAVED AREANOTE: SEE APPLICABLE DETAILFOR BACKFILL AND BEDDINGINSTRUCTIONS.FLOWWYEADJUSTABLE HEAD12"10"
(MIN.)GRADE SURFACE AWAYFROM CLEAN OUTTHREADED PVC CLEANOUT PLUGSEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION10C401GCLEANOUTCRUSHED STONEPER LOCAL CODESSIZE OF RISER PIPEPER LOCAL CODES