HomeMy WebLinkAbout228 Route 28 Construction Details r3GENERAL SITEDETAILSD-1PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE1 2/14/24 CDTR COMMENTS℄12"2"2"PAINTED TRAFFIC ARROWNOT TO SCALEBOLLARD DETAILNOT TO SCALESTOP SIGN DETAILNOT TO SCALEACCESSIBLE ROUTES AND CURB RAMP NOTESNOT TO SCALETYPICAL ACCESSIBLE PARKING STALL DETAILNOT TO SCALELIGHT POLE & LUMINAIRE DETAILNOT TO SCALEPAINTED "STOP" DETAILNOT TO SCALEWHITE PAINTED LETTERSPRECAST BUMPER (WHEEL STOP) DETAILNOT TO SCALE6'INSTALLATION PLAN9'8' MIN.8' VAN (RIGHTSIDE)5' CAR8' MIN3'18' TYP.2"9"14"2"3"5"1'-6" TO EDGEOF PARKINGSTALL
6'-0"2'2'2'
6'-0"3" (TYP.)18"6"4'-0"4'-0"1"
1"2'-6" MIN.
3'-0"HEIGHT 14' MIN.
(TO CLEAR TRUCKS)
SUPPLIER TO VERIFY
THAT HEIGHT MEETS
LOCAL REQUIREMENTS.
8'-0"7'-9"4" WIDE PAINTED YELLOWSTRIPE (WHERE SHOWN ONPLAN)12" WIDE PAINTED
WHITE STRIPE
5'-0" FROM PAVEMENT5'-0" FROM PAVEMENT3'-0"1'-6"CONCRETE PAD DETAILNOT TO SCALE2" MIN CLEARANCE12"COMMON FILL1-1/2" WEARING COURSE3-1/2" BASE COURSE8"COMPACTEDPROCESSED GRAVELBASE COURSESAFETY GUARDRAIL TOBE CONSTRUCTED INACCORDANCE WITH780 CMR AND OSHAREGULATORY REQUIREMENTSCONCRETE RETAINING WALL DETAILNOT TO SCALE4' MIN. TO
BACK EDGE OF
SIDEWALK
NOTES:1.SANDY-LOAM AND/OR LOAMY-SAND TOPSOIL MATERIAL SHALL BE EXCAVATEDFROM ALL PAVED AREAS PRIOR TO SUB-BASE INSTALLATION.2.SUBGRADE (EXISTING MATERIAL) SHALL CONSIST OF INERT MATERIAL THAT ISHARD, DURABLE STONE AND/OR COARSE SAND, FREE FROM LOAM AND CLAY TOA DEPTH NOT LESS THAN 4-FT BELOW THE FINISH PAVEMENT SURFACE.3.SUBGRADE FILL SHALL BE COMPACTED TO 95% COMPACTION.XXXXXXXXXXXXXROAD/PARKING AREA PAVEMENT DETAIL (TYP.)NOT TO SCALEXXXXXXXXXXXXXXCONCRETE WALKWAY DETAILS - WITHIN SITE (TYP.)NOT TO SCALEPAVEMENT TRANSITION BETWEEN NEW AND EXISTINGASPHALT PAVEMENTSNOT TO SCALECONCRETE RAMP/APRONNOT TO SCALEVERTICAL CONCRETE CURB (VCC)NOT TO SCALEEXPANSION JOINTCONTROL JOINT1/8"5"6"
1"
1/2"1/2"5"18"6" MIN.SET BACK6"6"6"18"6"
24"VARIESSEE PLAN6"BROOM FINISH8"6"
1'-6"6"1'-0"SMOOTH TROWEL FINISHNOTES:1.PROVIDE CONTROL JOINTS AS SHOWN AND AT 5'-0" O.C. MIN. PROVIDEEXPANSION JOINTS AT 20'-0" O.C. MIN. JOINTS TO BE TRANSVERSE TODIRECTION OF WALK EXCEPT AS SHOWN.PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEGENERAL SITEDETAILSD-2CAPE COD BERM DETAILNOT TO SCALE*IF THE IN-SITU MATERIAL IS TO BE USED FOR THE SUBBASE IT SHALL MEET MASSDOT SPEC. M1.03.0 TYPE b OR M2.O1.71 2/14/24 CLIENT COMMENTS12' MAX.SIGN DETAILNOT TO SCALE
SITE LANDSCAPINGDETAILSD-3PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE6"
MIN
LOAM & SEED DETAILNOT TO SCALETYPICAL SHRUB PLANTINGNOT TO SCALETREE PLANTING/STAKING DETAILNOT TO SCALESPREADOVERALL HT.····TRASH ENCLOSURE PAD DETAILNOT TO SCALECONCRETE SLAB12'12'LIMIT OFCONCRETE SLABSLOPE CONCRETETO CENTER OFSLAB (TYP.)CONCRETE PAD SECTIONSLOPE CONCRETETO CENTER OFSLAB @ 14" PER FT.12" CONCRETE @ EDGE10" CONCRETE @ CTR4,000 PSI AIR ENTRAINEDCONCRETE,BROOMEDFINISHBITUMINOUSCONCRETEPAVEMENTSLOPE AWAYFROM PAD1" CHAMFER#4 @ 12" EACH WAYCONTINUOUSTYP. ALL REBAR3" MIN. COVER (TYP.)12" GRAVEL BASE(M1.01.04)COMPACTEDSUB-BASE14"8"8"NOTES:1)ENCLOSURE DIMENSIONS, COLORS SPECFIED PER OWNER.2)PROVIDE CONC. PAD WITH 1/2" DEEP CONTROL JOINTS AT MIN. 5' O.C.3)REMOVE AND DISPOSE OF ANY LIQUIDS ACCUMULATED ON PAD.POSTS (TYP.)5"x5" TREATED CEDAR12'-0"1' (TYP.)DUMPSTER3" SQ. STEEL TUBING(4) 5/8" ADJUSTABLE HINGESLOCKING GATE LATCH(2) 36" LONG 3/8" STEELRODS. DRILL HOLES IN CONCRETE TO LOCK GATESIN OPEN AND CLOSEDPOSITIONS.1-1/2" SQ. STEEL TUBING(SHOP WELD ALL JOINTS)-2 PLACES)FOOTING (TYP.18" DIA. CONC.4'-8"
4'-0"5"x5" TREATED CEDARPOSTS (TYP.)6'-0"12'-0"(TYP. 5-PLACES)6' HIGH BOARD-ON-BOARDFENCE, PRESSURE TREATED 12" DIA. x 4'-8" DEEPCONCRETE FOOTING(SEE DETAIL)CONCRETE SLAB 6" DIA. BOLLARD(SEE DETAIL)3'(TYP.)WOODEN TRASH ENCLOSURE DETAILNOT TO SCALEOR CEDAR, COLOR AND TRIMAS DIRECTED BY ARCHITECT1 6/17/24 TOWN PLANNER COMMENTSTYPICAL TREE PROTECTION DETAILNOT TO SCALE
EROSION CONTROLDETAILSD-4PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITE7'-6" (TYP)6'-0"
0'-6"
TYP
SECTION B-BPLANCONCRETEWASHOUT4"* 50' MINIMUM LENGTH10' MIN.10' MIN.
10' MIN.
WIDTH
10' MIN.3'* 50' MINIMUM LENGTHMINIMUM 6" OF 2"-3"
AGGREGATE OVER
LENGTH
AND WIDTH OF
STRUCTURE
20' PAVED APRONPLAN VIEWPROFILESTABILIZED CONSTRUCTION ENTRANCENOT TO SCALELOAM AND SEEDNOT TO SCALECURB INLET PERSPECTIVE VIEWNOT TO SCALESECTIONPLANPLANSILTATION BARRIERNOT TO SCALEINLET PROTECTIONNOT TO SCALE12" MIN.CONCRETE WASHOUT STATIONNOT TO SCALETEMPORARY CONSTRUCTION FENCENOT TO SCALEEROSION CONTROL AT CATCH BASINNOT TO SCALECONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT)36"36"2"8"10' MINIMUMVARIES
SITE UTILITYDETAILSD-5PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEVARIES6"
4" MIN
18" MIN
5' MIN. COVER UTILITY #212" (MIN)
(VERTICALLY)W12"12"6"6"
7"OPEN2'-6" MIN2'-0" MIN
5' MINIMUM DEPTH
OF COVER
UTILITY TRENCH SECTIONNOT TO SCALE18"MAX5'12" (MIN.) OF 3/4"CRUSHED STONEUNLESS OTHERWISEINDICATED
PLAN VIEWSECTION A-APRECAST SEWER MANHOLENOT TO SCALE2'-6"ØOPENING8" MIN.TYPICAL THRUST BLOCK DETAILNOT TO SCALEPLAN VIEWPLAN VIEWTYPICAL BENDPLAN VIEWTYPICAL TEEPLAN VIEWTYPICAL PLUGHH/2 MAX.5'-0"5'-0"
MIN.
COVERFIRE SERVICE CONNECTION DETAILNOT TO SCALEWATER SERVICE CONNECTION DETAILNOT TO SCALEPOST INDICATOR VALVE DETAILNOT TO SCALEELECTRICAL TRENCH DETAILNOT TO SCALEUTILITY CROSSING DETAILNOT TO SCALE9" ROAD
SUB-BASE
6" MIN.6" MIN.6" (I.D.)6"6"18" ± MIN.sssDETAIL OF BUILDING SEWER CONNECTIONNOT TO SCALE
(5'-0" [1524] MIN.)SOLIDS STORAGE SUMPINLET PIPEVARIES1'-3" [381] MIN.PLAN VIEWTOP SLAB NOT SHOWNSECTION A-A12" [305]ØREMOVABLEDROP TEEFLOWCONTRACTOR TO GROUTTO FINISHED GRADEGRADE RINGS/RISERS(NOT PROVIDED BY CONTECH)STORMCEPTORINSERTPERMANENTPOOL ELEVATIONREMOVABLEDROP TEEHANDLE1'-5" [432]1'-8" [508]WEIR AA4" [102]ØOUTLETRISERFLOW4" [102]Ø OILINSPECTION PIPE(CAP OPTIONAL)OUTLET PIPETOP SLAB ACCESS(SEE FRAME ANDCOVER DETAIL)48" [1219] I.D. MANHOLESTRUCTURE+/-90°MAX
STORMWATERDETAILSD-6PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITEFLAT TOPPRECAST CONCRETE MANHOLE (DMH)NOT TO SCALESECTION A-APLAN2'
-
6
"
D
I
A
.4" TYP.7" MAX.8"
VARIES
HEIGHT OF RISER
SECTIONS VARY
FROM 1' TO 4'
OUTSIDE PIPE
DIA. +2"
1" CHAMFER
2" CLEAR
COVER12" DIA.PIPE2" C
L
E
A
R 48" +1" DIAMETEREXFILTRATING RAIN GARDEN SURROUNDING AREAEXFILTRATING RAIN GARDEN SECTION21' +/-·····2'6' +/-NOT TO SCALENOT TO SCALE3.75'STORMCEPTOR 450i WATER QUALITY INLETNOT TO SCALEDOUBLE HOOD PRECAST CATCH BASINNOT TO SCALE5"
M
IN
.
OUTSIDE OF
PIPE +2"
CLEARANCE
CONICAL
SECTION
RISER
SECTIONBASE SECTION
DEPTH AS REQUIRED
24" ± 1"DIAMETER8" MIN.5" MIN.4'-0" SUMP 8' DIAMETER
STORMWATERDETAILSD-7PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPPURPOSE:LOCUS:PREPARED FOR:DRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSMW02/28/2024SDCJDOGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034FAX: (508) 888-1506WWW.GSEENV.COMNONELOCUS MAPNOT TO SCALESITESYSTEM PROFILE2.26 (UD DOUBLE)SUB-BASE PER DETAILGRANULAR BACKFILLGEOTEXTILEPIPE BOOTPIPE BOOTSTAINLESS STEELHOSE CLAMP3'3'PIPE O.D.2'STAINLESS STEEL HOSECLAMPPIPE BOOTOUTLET PIPEOBSERVATION/ MAINTENANCE PORT CONNECTION SIDE VIEWPIPE BOOT DETAILFRONT VIEWOUTLET/ INLET PIPE CONNECTIONOBSERVATION/MAINTENANCE PORTWITH FOCALPOINTINSPECTION PORTCAPBOTTOM & SIDES:WOVEN POLYPROPYLENE MONOFILAMENT(ACF M200, US FABRICS 1540, OR EQUAL)TOP:8oz NON-WOVEN GEOTEXTILE(ACF N080, US FABRICS 205NW OR EQUAL)BI-AXIAL POLYPROPLYNEGEOGRID (ACF BX12, USFABRICS BASEGRID 12, OREQUAL, PLACED 6" ABOVETHE R-TANK SYSTEMEXTEND GEOGRID3-FEET BEYONDEXCAVATIONR-TANK®CHAMBERS3" LAYER OF34"CRUSHED STONE14" (12" MIN)CUT (6) 5" SLOTS INBOTTOM OF PIPE6" PVCGEOTEXTILE PIPEBOOT AND SSTCLAMPS,TYPINLET PIPE FIT FLUSH TOFACE OF CHAMBER. USE PIPEBOOT DO NOT CUT HOLE INCHAMBERSCOMPACTEDCRUSHED STONETO EXTEND 2 FEETMININUM ALLAROUND SYSTEM.SUBSURFACE INFILTRATION - R-TANK U MODEL TYPICAL SECTIONNOT TO SCALESUBSURFACE INFILTRATION - R-TANK U MODEL TYPICAL DETAILSNOT TO SCALEDEEP OBSERVATION HOLE NUMBER: 1DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLORPERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHER2"12"48"^CC1C210YR 6/610YR 6/8MED. SANDLOOSEFILL(ASPHALT)120"C310YR 7/4SANDSOILSTRUCTURESANDSAND<50MASSIVEMASSIVEMASSIVELOOSELOOSELOOSEDEEP OBSERVATION HOLE NUMBER: 2DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLORPERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHERSOILSTRUCTURE SOIL EVALUATION PERFORMED BY JOHN McGRATH SE 1557 ON FEBRUARY 28, 2024<50<50MED. SANDLOOSEMED. SANDLOOSE2"12"52"^CC1C210YR 6/610YR 6/8MED. SANDLOOSE120"C310YR 7/4SANDSANDSAND<50MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<50<50MED. SANDLOOSEMED. SANDLOOSEGROUNDWATER: 96" TO WEEPING; 108" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 6.8 FT; ELEVATION 6.5 FT.6"^C110YR 6/8FILLBASE COURSESAND<100MASSIVEFIRMFILL(ASPHALT)DEEP OBSERVATION HOLE NUMBER: 3DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLORPERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHERSOILSTRUCTURE2"36"84"^CC1C210YR 8/410YR 6/8120"C310YR 7/4SANDSANDSAND<50MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<50<50VAREIGATEDCOARSE SANDLOOSE30"^C110YR 6/6FILLBASE COURSESAND<100MASSIVEFIRMFILL(ASPHALT)COARSE SANDLOOSEDEEP OBSERVATION HOLE NUMBER: 4DEPTH FROMSURFACE(INCHES)SOIL MATRIX:COLOR-MOIST(MUNSELL)SOILHORIZON/LAYERREDOXIMORPHIC FEATURES(MOTTLES)DEPTHCOLORPERCENTSOILTEXTURE(USDA)COARSE FRAGMENTS% BY VOLUMEGRAVELCOBBLES &STONESSOILCONSISTENCE(MOIST)OTHER2"32"36"^CC1C210YR 6/810YR 6/8MED. SANDLOOSEFILL(ASPHALT)120"C310YR 7/4SANDSOILSTRUCTURESANDSAND<50MASSIVEMASSIVEMASSIVELOOSELOOSELOOSE<50<50MED. SANDLOOSEVAREIGATEDFINE-MED. SANDGROUNDWATER: 86" TO WEEPING; 98" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 6.0 FT; ELEVATION 7.3 FT.GROUNDWATER: 84" TO WEEPING; 96" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 5.8 FT; ELEVATION 7.4 FT.GROUNDWATER: 84" TO WEEPING; 96" TO STANDING; NO REDOX; ADJUSTED BY -1.2 FT PER WELL MIW 29 MEASURED 2/26 (BULLETIN 92-001): DEPTH 5.8 FT; ELEVATION 8.2 FT.2' MIN. TOESHGW4.5" FLEXIBLEPAVEMENTESHGW EL. = 7.3(TEST PIT 2)BOTTOM RTANKEL. =9.97TOP RTANKEL. = 12.23FINISH GRADE 13.4 TO 14.21 5/06/24 STORMWATER CALC CHANGE