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HomeMy WebLinkAbout83-1968 - 11 - Detail SheetHANDICAPPED RESERVED PARKING SIGN HANDICAPPED RESERVED PARKING SIGN to 12" x 18"(5 1� 12' x 18" SIDEWALK HANDICAPPED TRAFFIC SIGN, INCLUDING HANDICAPPED PARKING NO PARKING AND ACCESSIBLE PARKING AlRFp PARKING SIGNS. SPaOAULIRTE QACCESSABLE PARKING SIGNsd LOCATIONS ARE 2 -SIDED uw mweea venae. 0 v M%Rom wWHERE STALLS FACE EACH f"F B" R""°"e° 71,At O oeo Eine OTHER. At Qmera bwawa - vvva vvev q2" VAN ACCESSIBLE" VAN ACCESSIBLE" SIGN AS REQUIRED SIGN AS REQUIRED SEE DETAIL BELOW 601(152mm) DEPPLAIN CEMENT CC5'-0" MIN.EEL PIPE 5'-0" MIN. 2„ STEEL PIPE, ROUND OR D OR SQUARE OR PER SQUARE, SET IN CONCRETE LOCAL CODES LOCAL CODES 6" STL PIPE /— CROWN FILL W/ NON -SHRINK GROUT, ROUND TOP - DOME TOP OF PAINT EPS -7, C-9 (RED) DOME TOP OF CONIC FTG VERIFY LOCAL CODES CONC FTG 2'-6" \ FOR COLOR REQUIRREMENTS I i 1/2' GROUND L 1/2• PAVING \\\ " CONCRETE FOOTING II CONCRETE FOOTING ra•y ` SEALANT &BACKER ROD e� I OVER 1" JOINT FILLER ;I I. OR TO MIN. FROST DEPTH IF GREATER A 6" " E 6" 10' DIA. 18DIA. NOTE: 1. SIGN LAYOUT, COLORS, SYMBOL AND LETTERING IN LANDSCAPE AREAS SHALL BE STANDARD. IN PAVED AREAS 2. TO BE LOCATED ON SITE AS DIRECTED. 3. METAL POST TO BE PAINTED 2 COATS OF JGUTTER LINE 24"(610mm) DEPTH OF lI OF WARNING PANEL NCRETE J HANDICAP SIGN DETAIL (HND -PARK -DETAIL) NOT TO SCALE fg KELLY ENGINEERING GROUP. INC.© 50% TO 60% 2p (5.1mm) OF THE BASE DIAMETER � - 0.9"-1.4" 23mm-36mm SECTION A -A NOTE: PANELS MAY BE CONCRETE PRECAST OR CAST IN PLACE OR OTHER SUITABLE MATERIAL PERMANENTLY APPLIED TO THE RAMP_ DETECTABLE FOR MORE INFORMATION SEE MASS. HIGHWAY CONSTRUCTION WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT STANDARDS. DRAWING f M/E 107.6.5 WALKING SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT "LEVEL LANDING" WHEELCHAIR RAMPS NOT TO SCALE KELLY ENGINEERING GROUP INC© UMM OMP S1 LL NOT EE REVOGRE FOR CONSWCION MEANS. FEMOM TE%M OR PRO(EWAFS MMUED R KM FOR DE SAFELY OF ROX OR CRNRA=n EWWfi= OR FRA TLE FMIM OF DIE CWTRACIOR TO MM 1 =won FAIN DE Ocww T o0L N"M T OF KELLY ETA@♦M"M ORWM LABERY FOR TM RAN 6 NETT TD TIE VTW OF m FEE LESS RM PAM Ow COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved IF IM DOWMENT MAY BE REPRODUCED, 5TMM N A RETREVAL SYSTM OR TRAN9"TM N ANY FORM OR fTt• ANY WAh L RfOfOCWYW REMMMO OR 01HS MISE MTNQR 7HE PRIOR /RTEN PFA1W N CF MLY ENQNEDW4 QWW ANY RAMP FOR HANDICAPF (TYP•) SOP: SLPE �—PARKING SIGN ttiMATw: -A MAX 9oEA'\% FOR HANDICAPPED (Typ•) 0 0 z CEFD CU .STOP (T 0 1:50 ( ) BACKGR ND BLUE a SYMBOL WTE (rYP•) 5 N $.81 VAN ISEEPIAN VAN PARKING STALLS SHALL PE CONSTRUCTED IN ACCORDANCE - WTH MASSAOIUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS HANDICAP PARKING DETAIL (HND-PRK-DETW I NOT TO SCALE KELLY ENGINEERING GROUP INCO THRUST BLOCK SCHEDULE TABLE OF MINIMUM BEARING AREA IN SO, IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE SOIL BEARING 1 90 DEGREE I 45 DEGRE£: CAPACITY(PSF) BEND TEE BEND 1000 1 945 674 516 1500 630 450 344 2000 1 473 337 258 3000 1 315 1 225 1 172 NOTE: FOR FITTINGS W/LESS THAN 45' DEFLECTION USE BEARING AREA FOR 45' BEND BASED ON INTERNAL PRESSURE OF 80 PSI pt- ev ra CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. qrD 45' AND 22 1/2' BEND THRUST BLOCK 1.5%* SLOPE I NOT TO SCALEKELLY ENGINEERING GROUP INC.© FOR DRAINAGE •A• 2. 05/14/13 PER C.C.C. REVIEW DATE SIDEWALK A/ 4'- 0" MIN SIDEWALK REVISION I BY 10/10/12 .•� W W MAYFLOWER YARM PLACE RT ZS UTH, MAStSACHUSETTS�L 7.51* 7.5 Wt X 7.51' �. SLOPE R \P\2011-033 SHEET I DRAWN BY 6" (TYP) GRANITE CURB ROADWAY I—LIMITS OF CEMENT RAMP "A" - I EDGE OF ROADWAY LEGEND W = SIDEWALK WIDTH W1= PERPENDICULAR RAMP LENGTH W We CURB WIDTH 4'- 0' i RAMP LENG • = TOLERANCE FOR CONSTRUCTION f0.5% MIN. USABLE SIDEWALK WIDTH PER ABB= W -WC RAMP LENGTH, W1= W- (4'- 0") MIN. 1.5%* 7.57.*-�� SIDEWALK ROADWAY FOUNDATION NOTE: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER SECTION "A -A' OF NOMINAL 0.9 IN., A HEIGHT OF NOMINAL 0.2 IN. AND A CENTER -TO -CENTER SPACING OF NOMINAL 235 IN. AND SHALL CONTRAST FOR MORE INFORMATION SEE VISUALLY WITH ADJOINING SURFACE, EITHER MASS HIGHWAY CONSTRUCTION LIGHT -ON -DARK, OR DARK -ON -LIGHT. STANDARDS. DRAWING # M/E 107.2.0 WHEELCHAIR RAMPS NOT TO SCALE KELLY ENGINEERING GROUP INC© UMM OMP S1 LL NOT EE REVOGRE FOR CONSWCION MEANS. FEMOM TE%M OR PRO(EWAFS MMUED R KM FOR DE SAFELY OF ROX OR CRNRA=n EWWfi= OR FRA TLE FMIM OF DIE CWTRACIOR TO MM 1 =won FAIN DE Ocww T o0L N"M T OF KELLY ETA@♦M"M ORWM LABERY FOR TM RAN 6 NETT TD TIE VTW OF m FEE LESS RM PAM Ow COPYRIGHT (C) by KELLY ENGINEERING GROUP, INC. All Rights Reserved IF IM DOWMENT MAY BE REPRODUCED, 5TMM N A RETREVAL SYSTM OR TRAN9"TM N ANY FORM OR fTt• ANY WAh L RfOfOCWYW REMMMO OR 01HS MISE MTNQR 7HE PRIOR /RTEN PFA1W N CF MLY ENQNEDW4 QWW ANY RAMP FOR HANDICAPF (TYP•) SOP: SLPE �—PARKING SIGN ttiMATw: -A MAX 9oEA'\% FOR HANDICAPPED (Typ•) 0 0 z CEFD CU .STOP (T 0 1:50 ( ) BACKGR ND BLUE a SYMBOL WTE (rYP•) 5 N $.81 VAN ISEEPIAN VAN PARKING STALLS SHALL PE CONSTRUCTED IN ACCORDANCE - WTH MASSAOIUSETTS ARCHITECTURAL ACCESS BOARD REQUIREMENTS HANDICAP PARKING DETAIL (HND-PRK-DETW I NOT TO SCALE KELLY ENGINEERING GROUP INCO THRUST BLOCK SCHEDULE TABLE OF MINIMUM BEARING AREA IN SO, IN. AGAINST UNDISTURBED SOIL FOR 8 IN. DIA. PIPE SOIL BEARING 1 90 DEGREE I 45 DEGRE£: CAPACITY(PSF) BEND TEE BEND 1000 1 945 674 516 1500 630 450 344 2000 1 473 337 258 3000 1 315 1 225 1 172 NOTE: FOR FITTINGS W/LESS THAN 45' DEFLECTION USE BEARING AREA FOR 45' BEND BASED ON INTERNAL PRESSURE OF 80 PSI pt- ev ra CROSS TEE AND WYE ALL CONCRETE SHALL BE 2500 P.S.I. qrD 45' AND 22 1/2' BEND THRUST BLOCK (mRUsr-Block) I NOT TO SCALEKELLY ENGINEERING GROUP INC.© 18"- 24" DIA. BIODEGRADABLE SILT SOCK FILLED WITH WOOD CHIP COMPOST BLEND PROTECTED RESOURCE AREA MAINTAIN CONSISTENT GROUND CONTACT 1'x 1' STAKES EVERY ,4 LINEAR FEET DISTURBED AREA kL iTRAPPED SEDIMENT SILT SOCK LINE DETAIL _ NOT TO SCALE 9 KELLY ENGINEERING GROUP. INC.© 4" ( TYPE 1-1 BILCONC. PAVEMENT: 1 1/2' WEARING SURFACE, ON 1 1/2" BINDER COURSE 12" COMPACTED GRAVEL BASE COURSE SEE CONSTRUCTION NOTES FOR SPECIFICATIONS BITUMINOUS CONCRETE PAVEMENT STANDARD (PAVEMENT-SECTION-DETAIL)i TO SCALE I fT KELLY ENGINEERING GROUP INC.© BITUMINOUS PAVING TYPE 1-1 1" WEARING COURSE 1 1/2" BINDER COURSE 8" COMPACTED PROVIDE TACK COAT GRAVEL BASE ® ALL JOINTS SAWCUT EXISTING EXISTING PA','EMENT PAVEMENT TYPICAL PAVEMENT MATCH SAWCUT DETAIL (PAV-SAWCUT-DETAIL) I NOT TO SCALE 110 KELLY ENGINEERING GROUP INC.© SAWCUT PAVEMEN BITUMINOUS PAVING TYPE 1-1 2" WEARING COURSE 2" BINDER COURSE PROME TACK COAT ® ALL JOINTS EXISTING PAVEMENT CH PATCHING D TAI NOT TO SCALE I (TRENCH -PATCH) ITOKELLY ENGINEERING GROUP. INC.© STRIPING SHALL BE 4" WIDE STRAIGHT LINES OF WRITE TRAFFIC PAINT, TO BE INSTALLED AS SHOWN ON LAYOUT AND ZONING PLAN TYPICAL STRIPING DETAIL 90-sTALLS) NOT TO SCALE KELLY ENGINEERING GROUP INC.© BIL CONC. PAVING SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK 6x6-W1.4xW1.4 WWM 2% MAX SLOPE 6• 12" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. INTEGRAL SIDEWALK CURB DETAIL NOT TO SCALE (INTEGRAL -SIDEWALK -CURB) : KELLY ENGINEERING GROUP. INC. CO 1" RADIUS MONOLITHIC BITUMINOUS CONCRETE CAPE COD BERM LAYOUT UNE SHOWN ON PLAN PLANTING BIT. CONIC. WEARING SURFACE AND BASE AREA SEE DETAILS BELOW — I(� m III= -III 41� Z7 7777777 12 12" GRAVEL BASE e o e o e� SEE DETAILS BELOW\ a e o 0 —III—III—III-1 1 CAPE COD BERM DETAIL NOT TO SCALE I (CAP COD BERM DETAIL) KELLY ENGINEERING GROUP, INC.© 18" LOAM FOR PLANTING AREAS LOAM FOR LAWN kIT.CONC.PAVING 6 FERTILIZE SEE DETAIL) 6" 111=1 1I- 8.._� 8' #3 REBARS TOP AND BOTTOM 7 a "COMPACTED GRAVEL OR CRUSHED STONE PORTLAND CEMENT CONCRETE NOTE: PROVIDE EXPANSION JOINTS AT 5'-0" O.C. IF CAST IN PLACE. (PRECAST CONC. CURBS MAY BE SUBSTITUTED) CONCRETE CURB DETAIL NOT TO SCALE (CON -CURB -DETAIL -1) SKELLY ENGINEERING GROUP. SEE LAYOUT AND ZONING PLAN FOR WIDTH OF SIDEWALK ^_6x6-W1.4xW1.4 WWFA z 6" COMPACTED GRAVEL OR CRUSHED STONE NOTE: PROVIDE EXPANSION JOINTS AT 25' O.C. 4. 05/26/13 CONCRETE WALK DETAIL cor-WALK-DETAt 3. 05/22/13 NOT TO SCALE KELLY ENGINEERING GROUP INC.© 4. 05/26/13 UPDATE EROSION CONTROL DETAIL SCALE NOT TO SCALE 3. 05/22/13 NO CHANGE ' } 2. 05/14/13 PER C.C.C. REVIEW DATE 1. 01/23/13 NO CHANGE REV DATE REVISION I BY 10/10/12 =L NO.,x^.077 832 SHEET 11 of 12 MAYFLOWER YARM PLACE RT ZS UTH, MAStSACHUSETTS�L PLAN NO. 2011-033-DT04 DISK REF NO. DETAIL SHEET NO. R \P\2011-033 SHEET DRAWN BY BCL O KELLY( CIVIL IF10; PLANE: ENGINEERING GROUP,' INC. KD BY DAM (ENGINEERING CONSULTANTS AMPANEW DRIVE " BRAINTREE MA 02184 781 843 4333 FAX: 781 843 0028 APPD BY