E ' 0 N " " < " " " E § t 2 � 8 " 0 0 " ' " 0 0 C ,. � NOTE: �# -- � EXISTING GRADES AND YOUT OF EXISTING SITE INFORMATION SHOWN ON THESE PLANS ARE FROM THE SURVEY SUPPLIED BY THE TOWN OF BARNSTABLE D.PW. SURVEY SECTION DATED AUGUST 20, · 2016. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMATION OF ACTUAL SITE GRADE AND YOUT Property Line , 7 ' c , , / , ' Joshua's Pond Park Site Iproveents 290 Tower Hill Road Osteille, MA 0265 5 CONSTRUCTION BID DOCUMENTS PPARED FOR: Town of Bastable PREPARED BY: Y I S BIRCHOD CëIGN GROUP 9 I SITE Engineering Services, LLC 150 CHESTNUT STREET, 4TI FLOOR • PROVIDENCE, RI 02903 • 401.383.4950 Landscape Architect Civil Engineer '( :- . :�� � ,_ . J ' ·! 1 ' ' • - VICINITY MAP -- .( ·· �·\ /1 �·. ·z "A' -@ ;· . ' ,, . -� ( h .1,.., " J I ., . """' - ' '•· . I i - . • ,,, ·,,}. (• I ' •. < - �f?,�l�e�r:, • \I ' I }, , . • r. J / Jn�u,> . ·It _ 1 �� � S I ,E ! - ,.. . -� - - ' J TOWEip:b 1 Ro ''· A u T .II . I . • ' 0, .: -�,· ,.,J ; • • v rff · K,t ' · - � • I l ,•o"� _- 4 0 ·· y,. ,�y 'I · · • . •'/. � " > \. "\ -, ' I r\ " ·� -· ,W I 1,., . , ""·I - . . . . /''' . � � ( . C 11' ·' - �.:"- :1 ·, ' "• <, �-,� .. ,,?' I _ // . ,; (]� 1 � I ) , _ r 1 I· . r . ./ ' l .,,,. --r l . /' l . ) ' ' - h� ,, - -- C · ,, o -)' . � / ' .�:I i -, 'l�--1 . . � / ll � f +- Y . ',/ I /, A :�. . - ._ I t ' �_,-· j�,, � t, I SHEET INDEX 1. 2. GNl.O 3. Cl.O 4. Dl.O 5. C2.0 6. C3.0 7. C4.0 8. cs.a 9. Ll.O 10. Ll.1 Cover General Notes Existing Conditions Demolition and Preparation Site Layout Grading and Drainage Erosion Control Plan Details Landscape Plan Landscape Plan Enlargement 11. Ll.2 Landscape Details 12. Ll.3 Landscape Details 13. Ll.4 Landscape Details � CONDITIONS AND ALL EXISITNG ABOVE GROUND AND SUB-SURFACE UTILITIES. BIRCHWOOD DESIGN I MARCH 8 2017 1 j GROUP, LLC ACCEPTS NO RESPONSIBILI FOR EXISTING TOPOGRAPHIC AND SITE INFORMATION. , L------------------------------------------------------
Transcript
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� EXISTING GRADES AND LAYOUT OF EXISTING SITE INFORMATION SHOWN ON THESE PLANS ARE FROM is THE SURVEY SUPPLIED BY THE TOWN OF BARNSTABLE D.PW. SURVEY SECTION DATED AUGUST 20, ·l' 2016. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMATION OF ACTUAL SITE GRADE AND LAYOUT
1. EXISTING CONDmON INFORMATION TAKEN FROM THAT PLAN ENTITLED "PLAN SHOWING EXISTING CONDmONS AT JOSHUA'S POND INBARNSTABLE (OSTERVILLE) MA FOR THE TOWN OF BARNSTABLE" AS MADE BY THE DPV\f-SURVEY SECTION. DATE AUGUST 20, 2016. SCALE1"=50'
2. ADDRESS AND LOCATION OF PROJECT SITE IS 290 TOWER HILL ROAD. ASSESSORS MAP:142 - PARCEL: 039
EROSION AND SEDIMENTATION CONTROL NOTES
1. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH THE "MASSACHUSETTS SOIL EROSION ANDSEDIMENT CONTROL HANDBOOK" THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGE FROM CONSTRUCTION ACTMTY (SEPT. 2003),AND THE NOTES AND DETAILS SHOWN IN THIS PLAN SET.
2. DUST SHALL BE CONlROLl.ED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY lHE OWNER OR ENGINEER.
3. THE CONTRACTOR SHALL SOiEDULE HIS/HER WORK TO All.OW THE FINISHED SUB GRADE ELEVATIONS TO DRAIN PROPERLY WITHOUTPONDING. SPECIFICALLY, ALLOW WATER TO ESCAPE WHERE PROPOSED CURB MAY RETAIN RUNOFF PRIOR TO APPLICATION OF SURFACEPAVING. PROVIDE TEMPORARY POSITNE DRAINAGE, AS REQUIRED, TO STABILIZED DISCHARGE POINTS. CONlRACTOR IS RESPONSIBLE FORALL TEMPORARY UTILITY CONNECTIONS.
4. THE CONTRACTOR SHALL MAINTAIN A SUFFIOENT RESERVE OF VARIOUS EROSION CONTROL MATERIALS ONSITE AT ALL TIMES FOREMERGENCY PURPOSES.
5. ANY DEWATERING WASTE WATERS PUMPED FROM EXCAVATIONS SHAU. BE CONVEYED BY HOSE TO AN UPLAND AREA AND DISCHARGED INTOHAY BALE ENCLOSURES OR SEDIMENTATION BAGS OUTSIDE ALL WETLAND AND WETLAND BUFFER AREAS AS REQUIRED.
6. CONSTRUCTION SITE WASTE MATERIALS SHALL BE PROPERLY CONTAINED ONSITE AND DISPOSED OFF SITE IN ACCORDANCE WITH ALLAPPLICABLE LOCAL AND STATE REGULATIONS.
7. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 14 DAYS OF COMPLETION OF WORK IN THAT AREA.
B. ALL DRAINAGE STRUCTURES SHALL BE CLEARED OF ACCUMULATED SEDIMENT PRIOR TO ACCEPTANCE OF FINAL PROJECT.
9. THE CONTRACTOR SHALL MAINTAIN SURFACE DRAINAGE DURING CONSTRUCTION. STORMWATER SHALL BE MAINTAINED AWAY FROM WORKSITES WHILE PREVENTING AREAS OF EROSION.
10. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING NECESSARY TEMPORARY EROSION CONTROL MEASURES.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING OR INSTALLING ALL TEMPORARY SEDIMENT AND EROSION CONTROLS ASSHOWN ON THESE PLANS AND SHALL MAINTAIN ALL EROSION CONTROL MEA.5URES AS NECESSARY DURING THE ENTIRE CONSTRUcnONPERIOD.
12. TEMPORARY DIVERSION SWALES SHALL BE PROVIDED AS NECESSARY TO DIRECT RUNOFF TO THE SEDIMENT BASINS DURING CONSTRUCTION.
13. ANTI-TRACKING PADS AND WHEEL WASH STATIONS SHALL BE PROVIDED AT ALL POINTS OF EGRESS OR INGRESS AND SHALL BE MAINTAINEDTO LIMIT lRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADS AND INTO THE REST OF THE SITE.
14. EROSION CONTROL BARRIERS SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OFCONSlRUCTION OPERATIONS.
15. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A WEEKLY BASIS AND AFTER EACHSTORM EVENT OF 0.25 INCH OR GREATER DURING CONSTRUCTION TO INSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRISAND THAT THE EROSION CONTROL BARRIERS ARE INTACT. IDENTIFIED DEFIOENCIES SHALL BE CORRECTED IMMEDIATELY.
16. THE CONTRACTOR SHALL CLEAN AND MAINTAIN EROSION CONTROL BARRIER WHEN SEDIMENT ACCUMULATES TO ONE HALF THE HEIGHT OFTHE HAYBALES OR ONE lli!RD THE HEIGHT OF SILT FENCE. MATERIAL COLLECTED FROM THE SILTATION BARRIERS SHALL BE REMOVED ASNECESSARY AND DISPOSED IN AN UPLAND AREA.
17. INSTALLATION OF THE EROSION CONTROL BARRIERS AS ILWSTRATED IS INTENDED TO REPRESENT THE MINIMUM SEDIMENTATION CONTROLFACILITIES NECESSARY TO MEET ANTICIPATED SITE CONDillONS. ADDilIONAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED ASCONDmONS WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
16. REQUIRED SEDIMENTATION CONTROL FACTL11IES MUST BE PROPERLY ESTABLISHED, CLEARLY VISIBLE AND IN OPERATION PRIOR TOINITIATING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK. SUCH FACTL11IES SHALL REPRESENT THE LIMITOF WORK. WORKERS SHALL BE INFORMED THAT NO CONSTRUCITON ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIMETHROUGHOUT THE CONSTRUCTION PERIOD.
19. CATCH BASINS AND STORM DRAIN INUETS SHALL BE PROTECTED WITH INLET PROTECTION.
20. THE CONTRACTOR SHALL NOT REMOVE ANY HAY BALES, SILT FENCE OR OlliER EROSION CONTROLS UNTIL THE CONTRIBUTING DRAINAGEAREA HAS BEEN PERMANENTLY STABILIZED.
21. RIP-RAP OR OTHER ENERGY DISSIPATERS SHALL BE USED WHERE NECESSARY TO PREVENT SCOUR.
GRADING AND UTILITY NOTES
1. UNDERGROUND UTILITIES ARE APPROXIMATE AND ASSUMED. BEFORE COMMENONG SITE WORK IN ANY AREA, CONTACT "DIG SAFE" AT1-686-DIG-SAFE, AND ALL UTILITY COMPANIES NOT COVERED BY "DIG SAFE", TO ACCURATELY LOCATE UNDERGROUND UTILITIES. ANYDAMAGE TO EXISTING UTILITIES OR STRUCTURES AS SHOWN ON THE PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. COSTS OF SUCHDAMAGE SHALL BE THE CONTRACTOR'S RESPONSimLITY. NO EXCAVATION SHALL BE DONE UNTIL UTILITY COMPANIES ARE PROPERLYNOTIFIED.
2. ALL EXISTING CONDillONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNERAND THE ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITT WORK WHICH WOULD BE AFFECTED. NO FIELD ADJUSTMENTS INTHE LOCATION OF SITE ELEMENTS SHALL BE MADE WITHOUT THE ENGINEERS APPROVAL
3. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL CONFORM Willi THE LINES AND GRADES ON lliE PLANS AND SITE WORKSPECIFICATIONS, UNLESS OTHERWISE DIRECTED.
4. AT ALL LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENTSHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. BLEND NEW PAVEMENT AND CURBS SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADESAND JOINTS.
5. ALL EXISTING AND PROPOSED UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE SURROUNDING SURFACE ORPAVEMENT FINISH GRADE OF THIS CONTRACT. RIM ELEVATIONS OF STRUCTURES AND MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARETO BE SET FLUSH AND CONSISTENT Willi THE PROPOSED FINAL GRADES.
6. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITYSHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND lliE INFORMATION FURNISHED TO THE ENGINEER FORRESOLUTION.
7. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER AND UTILITY FACTLITIES FROM EXCESSIVE VEHIOJLAR LOADSDURING CONSTRUCTION. ANY DAMAGE TO THESE FACIL11IES RESULTING FROM CONSTRUCTION LOADS WILL BE RESTORED TO ORIGINALCONDillON AT NO COST TO THE OWNER.
8. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROTECT EXISTING UTILillES BY PROVIDING TEMPORARY SUPPORTS ORSHEETING AS REQUIRED AT NO ADDillONAL COST TO THE OWNER.
9. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANYDAMAGE TO EXISTING UTILITY LINES OR SlRUCTURES INOJRRED DURING CONSTRUCITON OPERATIONS AT NO COST TO THE OWNER.
IO. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MIN. OF 1/8" PER FOOT UNLESS SPECTFIED.
11. SITE GRADES SHALL CONFORM WITH ADA AND MAAB REQUIREMENTS.
12. CONTRACTOR IS REQUIRED TO APPLY FOR. OBTAIN, AND PAY ALL FEES ASSOCIATED WITH CONSTRUCTION PHASE PERMITS.
STORMWATER MAINTENANCE
1. PREVENTATNE MAINTENANCE SHOULD BE PERFORMED AT LEAST TWICE A YEAR, AND IDEALLY SEDIMENT SHOULD BE REMOVED FROM RAINGARDEN AFTER EVERY MAJOR STORM EVENT. THE SYSTEMS SHOULD BE INSPECTED AFTER lliE FIRST SEVERAL RAINFALL EVENTS, AFTER ALLMAJOR STORMS (2 YEAR OR GREATER), AND ON REGULAR Bl-ANNUAL SCHEDULED DATES.
2. RAIN GRADEN SHOULD BE INSPECTED AND CLEANED DURING THE REGULAR SCHEDULED INSPECTIONS. WATER QUALITY INLETS SHOULD BECLEARED OF ACCUMULATED SEDIMENT, LEAVES, AND DEBRIS AT EACH REGULAR INSPECTION, AND MORE FREQUENTLY WHERE APPROPRIATE.INLET AND OUTLET PIPES SHOULD BE CHECKED FOR CLOGGING.
THE STATE OF MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 1995 EDillON AND lliE SUPPLEMENTAL SPECIFICATIONS 2012 EDITION, OR LATEST REVISION, THE MASSACHUSETTS STANDARD DETAILS AND THE TOWN OF RAYNHAM ARE MADE A PART HEREOF AS PULLY AND COMPLETELY AS IF ATTACHED HERETO. THE 1995 EDilION OF THE STANDARD SPECIFICATIONS AND THE 2012 EDITION OF THE SUPPLEMENTAL SPECTFICATIONS MAY BE OBTAINED AT THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.
THE FINISHED FLOOR ELEVATION OF lliE EXISTING BUILDING SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY WORK TAKING PLACE ON THE SITE.
THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY C0NS1RUCT10N PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE OWNER LANDSCAPE ARCHITECT AND ENGINEER. THE CONTRACTOR IS REQUIRED TO FILE ANY DOCUMENTS REQUIRED BY NPDES GENERAL PERMIT OR CONSERVATION COMMISSION ORDER OF CONDilIONS APPLICABLE TO lliE SITE.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCTNG AND/OR BARRIERS AROUND ALL OPEN EXCAVATED AREAS, AND CONDUCT ALL WORK IN ACCORDANCE WITH OSHA STANDARDS AND THE TOWN OF RAYNHAM REQUIREMENTS.
IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED, THE CONTRACTOR IS TO IMMEDIATELY CONTACT AND COORDINATE WITH lliE ENGINEER AND OWNER.
ANY AREA OUTSIDE OF THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDillON AT NO COST TO THE OWNER.
All. EXIsnNG CONDmONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON lliE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER , LANDSCAPE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED.
All. UTILIBES (LOCATION AND ELEVATION) SHOWN SHALL BE CONSIDERED APPROXIMATE ONLY. BEFORE COMMENCING SITE WORK IN ANY AREA, CONTACT "DIG SAFE" AT I-BBB-344-7233 AND ALL UTILITY COMPANIES NOT COVERED BY "DIG SAFE". TO ACCURATELY LOCATE UNDERGROUND UTILillES. ANY DAMAGE TO EXISTING UTILillES OR STRUCTURES AS SHOWN ON THE PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. COSTS OF SUCH DAMAGE SHALL BE THE CONlRACTOR'S RESPONSimLITY. NO EXCAVATION SHALL BE DONE UNTIL COMPANIES ARE PROPERLY NOTIFIED IN ADVANCE. NOTE THAT NOT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT All RESPECTIVE UTILITY COMPANIES TO VERIFY AND LOCATE EXISTING UTILillES.
All. WORK WITHIN THE RIGHT OF WAY SHALL CONFORM TO THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS REQUIREMENTS, AND MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 1995 EDilION AND THE 2002 EDillON OF THE SUPPLEMENTAL SPECIFICATIONS, OR LATEST REVISIONS TO BOlli.
IO.
II.
12. 13.
PAVEMENT MARKINGS ARE TO BE EPOXY RESIN.
ALL ADA CURB RAMPS SHALL HAVE DETECTABLE WARNING MATS IN ACCORDANCE WITH ADA AND MAAB REGULATIONS.
IN AREAS CALI.ED OUT AS SIDEWALKS FINISHES ARE DETAILED ON THE LANDSCAPE PLANS. CONTRACTOR TO MAINTAIN THE SITT THROUGHOUT CONSTRUCTION IN A SEOJRE AND SAFE CONDITION. CONSTRUCTION FENCING SHALL BE 6' TALL CHAIN LINK TEMPORARY FENONG. A LOOONG ACCESS GATE SHAU. BE PROVIDED.
14.
15.
16.
CONTRACTOR TO INSTALL A VISUAL BARRIER SCREENING COVERING THE CHAIN LINK CONSTRUCTION FENCE WITH A MINIMUM BS% OPACITY. CONTRACTOR TO INSTALL THE SCREENING ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
IN ADDmON TO TYPICAL DESIGN STANDARDS, THE CONSTRUCITON GATE/FENCE SUPPORT SYSTEM (POSTS, UPRIGHTS, RODS, RAILS, TIES, FOUNDATIONS, ETC.) SHALL BE DESIGNED FOR A LATERAL WIND PRESSURE WITH THE FENCE ASSUMED TO BE SOLID I.E., WITHOUT PENETRATIONS. CONTRACTOR SHALL SUBMIT CALCULATIONS STAMPED BY A MA REGISTERED PROFESSIONAL ENGINEER DEMONSTRATING THE DESIGN TO BE IN COMPLIANCE WITH All. LOADS NOTED AND THE STATE BUILDING CODE.
WORK DEPICTED ON THE CML AND LANDSCAPE PLANS (C-SERIES AND L-SERIES) SHALL BE FURNISHED AND INSTALLED BY THE SITE CONTRACTOR UNLESS OTHERWISE NOTED.
DEMOLITION NOTES
1. ALL DEMOLIBON SHALL BE COORDINATED WITH THE OWNER PRIOR TO START OF WORK.
2. PAVEMENT DEMOLITION SHALL BE SAW CUT AND DISPOSED OF PROPERLY.
3. UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND AREAPPROXIMATE AND ASSUMED. BEFORE COMMENCING SITE WORK IN ANY AREA , CONTACT "DIG SAFE" AT HlBB-DIG-SAFE AND ALL UTILITYCOMPANIES NOT COVERED BY "DIG SAFE" TO ACOJRATELY LOCATE UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES ORSTRUCTURES AS SHOWN ON THE PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. COSTS OF SUCH DAMAGE SHALL BE THECONTRACTOR'S RESPONSIBILITY. NO EXCAVATION SHALL BE DONE UNTIL UTILITY COMPANIES ARE PROPERLY NOTIFIED.
4. THE CONTRACTOR SHALL COORDINATE ALL DEMOL11ION OF STRUCTURES, PAVEMENT AND CONCRETE MATERIALS, AND UTIL11IES WITHAPPROPRIATE PROPOSED SITE GENERAL AND UTILITY DRAWINGS.
5. THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS TO lliE LIMITS SATISFACTORY TO THE ENGINEER.
LAYOUT NOTES
I. ALL LINES ARE PERPENDICULAR OR PARALLEL TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED.
2. DIMENSIONS OF PARKING SPACES AND DRIVEWAYS ARE FROM FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. ACCESSIBLE RAMPS SHALL BE PER lliE AMERICANS Willi DISAB!LillES ACT (ADA) ACCESSIBILITY AND MASSACHUSETTS ARCHITECTURALACCESS BOARD (MAAB) GUIDELINES AND INCLUDE DETECTABLE WARNING MATS.
4. AUTOCAD PLANS OR ADDillONAL COORDINATES WILl. BE PROVIDED AFTER THE AWARD OF THE BID.
SURVEY NOTES
I. THE EXISTING CONDillONS INFORMATION SHOWN HEREON IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY THE TOWN OFBARNSTABLE DPW-SURVEY DMSION.
2. LOCUS OWNER OF RECORD:
TOWN OF BARNSTABLE290 TOWER HILL ROADASSESSORS MAP:142PARCEL: 039
4. TOPOGRAPHY, CONTOURS AND BENCHMARKS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 19BB. TEMPORARY BENCHMARKS,REFERENCED TO THE DATUM ARE INDICATED ON THE SURVEY.
IN THE EVENT THAT BENCHMARKS (TBM'S), ESTABLISHED FOR THIS PROJECT AND PUBLISHED ON THIS SURVEY ARE DESTROYED, NOT RECOVERABLE OR A DISCREPANCY IS FOUND, THE USER SHOULD NOTIFY THIS FIRM IN WRilING PRIOR TO COMMENCTNG OR CONTINUING ANY WORK.
7. LOCATION OF SUBSURFACE UTIL11IES SHOWN HEREON ARE APPROXIMATE AND ADDillONAL UTILITIES MAY EXIST lliAT ARE NOT SHOWN ON THISPLAN. LOCATIONS ARE COMPILED FROM UTILITY PLANS OF RECORD AND DIG-SAFE FIELD MARKINGS. RIM AND INVERT INFORMATION HAS BEEN COMPILED AND FIELD VERIFIED WHERE POSSIBLE. THIS INFORMATION IS NOT TO BE USED FOR CONSTRUCTION. PRIOR TO ANY CONSTRUCTION,CONTACT DIG-SAFE (1-B00-344-7233) TO FIELD VERIFY LOCATION OF ALL UTIL11IES.
1. BEGIN AT THE LOCATION WHERE WATTLE IS TO BE INSTALLED BY EXCAVATING 2-3" DEEP x 9" WIDE TRENCHALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UP SLOPE FROM THE ANCHOR TRENCH.
2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THEEXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.
3. SECURE THE WATTLE WITH 18-24" STAKES EVERY 3-4' AND WITH A STAKE ON EACH END. STAKES SHOULD BEDRIVEN THROUGH THE MIDDLE OF THE OF THE WATTLE LEAVING AT LEAST 2-3" OF STAKE EXTENDING ABOVE THEWATTLE. STAKES SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE.
4. CONTRACTOR IS RESPONSIBLE TO MAINTAIN INTEGRITY OF STRAW WATTLE FOR DURATION OF CONSTRUCTION.
5. EROSION CONTROLS TO REMAIN UNTIL SOIL CONDITIONS STABILIZE.
6. LOOSE HAY TO BE SPREAD ON AREAS OF EXPOSED LOAM & SEED UNTIL GERMINATION AND STABILIZATION OCCURS.
DRIVE STAKE UNTIL 2-3"REMAINS EXPOSED
INSTALL STAKEPERPENDICULARTO SLOPE FACE
COMPACT EXCAVATEDSOIL ON UPSLOPE SIDE
INSTALL WITH 18" OR 24"1x1 WOOD STAKES
< 6:1
50'
6:1-4:1
25'
4:1-2:1
20'
2:1-1:1
10'
≥ 1:1
5'
STRAW WATTLE (or silt sock) DETAIL
INSTALL WATTLE IN A SHALLOWTRENCH (2-3 IN DEEP)
ADJACENT ROLLSSHALL TIGHTLY ABUT
CROSS SECTION
TYPICAL SPACING BASED ON SLOPE GRADIENT
VERICAL SPACING ISDEPENDENT ON SLOPE
GRADIENT
3-4 Ft
.
SET WATTLE INA 2-3" DEEP
TRENCH
GENERAL NOTES:
9" WADDLE
NOT TO SCALE
Erosion & Sediment Control Notes:
1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO THE START OFCONSTRUCTION. GRAVEL CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTIONTRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOILSTOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCEWITH THE TOWN OF BARNSTABLE REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BEMAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURINGCONSTRUCTION.
3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING CONSTRUCTION PERIOD, IFDEEMED NECESSARY BY THE ENGINEER OR TOWN AGENCIES.
4. AREAS LEFT BARE BEFORE FINISH GRADING AND SEEDING IS ACHIEVED, SHALL RECEIVE ATEMPORARY SEEDING OF PERENNIAL RYE GRASS APPLIED TO A RATE OF 2 LBS / 1000 S.F. AT ADEPTH OF 1/2". LIMESTONE (EQUIVALENT TO BE 50 % CALCIUM PLUS MAGNESIUM OXIDE) SHALLBE APPLIED AS SEEDBED PREPARATION AT A RATE OF 90 LBS / 1000 S.F.. WHERE GRASSPREDOMINATES, FERTILIZE ACCORDING TO A SOIL TEST AT A MINIMUM APPLICATION RATE OF 1LB OF NITROGEN PER 1000 S.F. AREAS TO BE LEFT BARE BEFORE FINISH GRADING AND SEEDINGOUTSIDE OF PLANTING SEASONS SHALL RECEIVE AN AIR-DRIED WOOD CHIP MULCH, FREE OFCOURSE MATTER, TREATED WITH 12 LBS NITROGEN PER TON, APPLIED AT A RATE OF 185-275 LBS/ 1000 S.F.
5. CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSIONAND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION ANDMAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THECONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFY THEPROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BERESPONSIBLY FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THETITLE TO THE LAND IS TRANSFERRED.
6. THE CONTRACTOR SHALL REQUEST THE TOWNS ENGINEER TO INSPECT AND APPROVE THEINSTALLATION OF ALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION.PERIODIC INSPECTIONS OF EROSION CONTROL MEASURES MAY BE PERFORMED BY THE AGENT,THE CONTRACTOR SHALL REPAIR, UPGRADE OR REPAIR ANY MEASURES THE AGENT MAY FEELARE IN NEED OF SUCH.
7. STOCKPILES OF SOIL SHALL BE SURROUNDED BY A SEDIMENT BARRIER. SOIL STOCKPILES TOBE LEFT BARE FOR MORE THAN FIFTEEN (15) DAYS SHALL BE STABILIZED WITH TEMPORARYVEGETATION OR MULCH, IF STOCKPILES ARE TO REMAIN FOR MORE THAN SIXTY (60) DAYS,FILTER FABRIC SHALL BE USED IN PLACE OF HAY BALES. SIDE SLOPES SHALL NOT EXCEED 2 : 1.
8. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSIONTHROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE BUT NOT BE LIMITEDTO SPRINKLING WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROLDUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS.
9. SEDIMENT SHALL BE REMOVED ONCE THE VOLUME REACHES ¼ TO ½ THE HEIGHT OF THE SILTFENCE OR HAY BALE
10. ALL STOCKPILES SHALL BE SURROUNDED BY SEDIMENT CONTROLS.
11. DISTURBED AREAS REMAINING IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED.
12. ALL FACILITIES USED AS TEMPORARY MEASURES SHALL BE CLEANED PRIOR TO BEING PUTINTO FINAL OPERATION.
SEE OVERALL SHEET FOR LOCATION OFCONSTRUCTION ENTRANCE.
FILTER FABRIC
LENGTH SHALL BE 50' MINIMUM WHERE
THE SOILS ARE SANDS OR GRAVEL AND
100' MINIMUM WHERE THE SOILS ARE
CLAYS OR SILTS.
NOT TO SCALE
USE 2" STONE (M1.03.00 TYPE C)
4" MINIMUM
THE AREA OF THE ENTRANCE SHOULD BE CLEARED OFALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLEMATERIAL, THE STONE SHALL BE PLACED TO THESPECIFIED DIMENSIONS, AS NOTED ABOVE.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENTS ONTO PUBLIC RIGHT- OF-WAYS THIS WILLREQUIRE PERIODIC TOP DRESSING WITH ADDITIONALSTONE, OR ADDITIONAL LENGTH, AS CONDITIONSDEMAND, AND REPAIR, AND / OR CLEANOUT OF ANYMEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTSPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY.
2" STONE (M1.03.00 TYPE C)
4" MINIMUM
WIDTH S
HALL N
OT BE
LESS T
HAN
THE FU
LL WIDT
H OF P
OINTS
OF
INGRES
S OR E
GRESS.
EXISTI
NG DR
IVE
CONSTRUCTION ENTRANCE DETAIL
12' MINIMUM
FILTER FABRIC MIRAFI 600X, OR EQUAL
INSTALLATION
MAINTENANCE
LOCATIONW
L
CONSTRUCTIONENTRANCE
SITE PLAN SUBMISSION1/20/171CONSTRUCTION DOCUMENT SET3/8/172
1 inch = ft.( IN FEET )
Graphic Scale040 20 40
20
8010
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5
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7
12"
6"
VERTICAL CURB
NOT TO SCALE
LIMIT OF EXCAVATION
54"
0.02'/FT
6" GRANITE CURB
NOTES:
CEMENT CONCRETE (SEE NOTE 2)
TOP OF SIDEWALK
METHOD OF SETTING VERTICAL CURB
CONCRETE TOP COURSE
1-1/2" BITUMINOUS BINDER COURSE
8" COMPACTED GRAVELBORROW BASE COURSE
1-1/2" BITUMINOUS
1. SAW CUT 12" FROM CURB LINE AND REMOVE BINDER, BASE AND STONE, REPLACE WITHCEMENT CONCRETE.
2. CEMENT CONCRETE THAT IS ACCEPTABLE TO THE DEPT. UNDER SECTION M4 OF THE 1995STANDARD SPECIFICATIONS; ALL TEST REQUIREMENTS ARE WAIVED, BITUMINOUS CONCRETEIS NOT TO BE USED AS A SUBSTITUTE.
3. USE CEMENT CONCRETE ONLY WHEN BITUMINOUS BINDER COURSE HAS BEEN PLACEDBEFORE EITHER TYPE OF VERTICAL CURB HAS BEEN INSTALLED.
STRIPE4" WHITE
STRIPE4" WHITE
4" WHITE
STRIPE4" WHITE
45°
STRIPE
18'
3' O.C.
9'8' FOR VAN
ACCESSIBILITY8'
NOT TO SCALE
HANDICAP PARKING AND STANDARD STALLS
SEE HANDICAPPAVEMENT MARKINGDETAIL THIS SHEET
NOTE:
WHERE STALLS ABUT SIDEWALK, PARKING SIGNSSHOULD BE PLACED AT BACK EDGE OF SIDEWALK.
NOTE:
1. WHERE THE SIDEWALK WIDTH IS 7.5' OR GREATER FOR BITUMINOUS CONCRETE AND 8.0' OR GREATER FOR CEMENTCONCRETE AND BRICK, THE BACK TRANSITION LENGTHS (LBH, LBL SHALL EQUAL ZERO (0). THEREFORE THE DIAGONALSCORE LINE SHALL MEET THE BACK CORNERS OF THE WHEELCHAIR RAMP. IT SHOULD BE NOTED THAT THE RAMP SLOPESHALL BE LESS THAN 11.0' FOR BITUMINOUS CONCRETE AND GREATER THAN 8.0' TO LESS THAN 11.0' FOR CEMENTCONCRETE AND BRICK.
2. TRANSITION CURB SHALL BE PART OF THE HANDICAP RAMP WORK.
GUTTER LINE
SEE LOCATION PLANFOR SIDEWALK TYPE
SEE LOCATION PLANFOR CURB TYPE
W
NOT TO SCALE
WHEELCHAIR RAMP DETAIL
HIGH SIDE FRONT TRANSITION LENGTHSEE MHD STANDARD 107.9.0
LEGEND:
W = SIDEWALK WIDTH
W1 = PERPENDICULAR RAMP LENGTH
W2 = PARALLEL RAMP LENGTH
WC = CURB WIDTH
8% MAXIMUM
7.5% PREFERRED
1.6% M
AXIMUM
1.0% PRE
FERR
ED
8% MAXIMUM
7.5% PREFERRED
6.5' LOW SIDE TRANSITIONSEE TABLE 111A & B
7.5% PREFERRED8% MAXIMUM
W2
SLOPE FOR DRAINAGE
1.6% MAXIMUM CROSS
LEVEL LANDING
W1
4'
4'
7.5% PREFERRED
W2
8% MAXIMUM
1.6% M
AXIMUM
1.0% PRE
FERR
ED
wc
7.5% PREFERRED8% MAXIMUM
DETECTABLE WARNINGPANEL
CEMENT CONCRETE
2'
B
3 3/4"
A
29 1/2"
A
1 1/4" 1/8"
B
3/4"
24"
3/4"
2 1/2"
4 1/2"
1 1/4" 1/8"
3 1/16"
3 3/4"
3/4"
SECTION A-A
24 1/4"
3"
8"
2"
2 1/2"
8"
3/4"4 1/2"
3 1/16"
24 1/4"
SECTION B-B
NOT TO SCALE
SQUARE CATCH BASIN FRAME & GRATE
24"
3"
2"
WHERE APPLICABLE
FOURTH FLANGE
6' GRANITE TRANSITION CURBNOT TO SCALE
MINIMUM WIDTH OFBOTTOM 3d" FOR 2/3LENGTH
NOTES:
1. MAXIMUM LENGTHS USING 8' & 10' RADII, WITH 90° ANGLE, ARE 4'-2" AND 5'-3" RESPECTIVELY.
2. MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 3'-0".
3. TOP SURFACE TO BE DRESSED BY SAW.
4. CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF 100' OR LESS. STRAIGHT CURB TO BE USED ON CURVES OFMORE THAN 100' RADIUS.
5"
15"-17"
3'-0" MINIMUM
5"
5"
5'-3"
10' RADIUS
8' RADIUS
4'-2"
CIRCULAR CURB
NOT TO SCALE
GRANITE CONCRETE CURB
NOT TO SCALE
TACK COAT
GRAVEL SUBBASE
COMPACTED SUBGRADE
1-1/2" TOP COURSE
1-1/2" BINDER COURSE
BITUMINOUS CONCRETE PAVEMENT DETAIL
8" PROCESSED
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATESTASTM A185 AND/OR A615 GRADE 60, SPECIFICATION 0.12SQ. IN/LINEAL FT.
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOMSHALL BE A MIN. OF 0.12 SQ. IN/LINEAR FT. (BOTH WAYS)
3. MANHOLE SPECS. CONFORM TO THE LATEST ASTM C478SPEC. FOR "PRECAST REINFORCED CONCRETE MANHOLESECTIONS" WITH THE EXCEPTION OF PORTLAND CEMENTCONCRETE MIX DESIGN AND MATERIALSREQUIREMENTS, WHICH SHALL CONFORM WITH SECTION900 OF THE M.H.D. STANDARD SPECS. ALL PORTLANDCEMENT CONCRETE SHALL BE CLASS 3000 PSI, 3/4"AGGREGATE, TYPE II.
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THEM.H.D. STANDARD SPECS. FOR HIGHWAYS AND BRIDGES.
5. ONE POUR MONOLITHIC BASE SECTION.
6. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTIONWILL BE DONE BY SAW-CUTTING AND/OR CORING ONLY. NOJACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLSWILL BE ALLOWED.
7. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2CLAY BRICK OF M.H.D. STANDARD SPECS. FOR HIGHWAYAND BRIDGES.
8. ALTERNATE SLAB IS STEEL REINFORCED TO MEET OREXCEED H-25 LOADING.
AS REQ'D
ALTERNATE TOP LOADING(SEE NOTE 8)
MANHOLE FRAME AND COVERADJUST TO GRADE WITH BRICK
COURSES AS REQUIRED
BUTYL JOINT SEALANT (TYP)
PIPE OPENINGS CAST TO PLAN
1/2 DIA. OF PIPE
6"
SEE NOTE 2
1/2"/FT
4'-0" 5"
BASE SECTION
RISER SECTION
ECCENTRIC CONESECTION (2' THRU 4')
FINISHGRADE
24"Ø8"
4'-0"Ø
8" MIN.GENERAL NOTES:
PRECAST CONCRETE MANHOLE - 4' DIAMETER(M.H.D. STD. 202.4.0) NOT TO SCALE
SHEET
SHEET TITLE
COPYRIGHT:
PROJECT NO:
CAD DWG FILE:DRAWN BY:CHK'D BY:
DESCRIPTIONDATEMARK
OWNER
CONSULTANTS
COPY
RIGH
T C
20
11 B
IRCH
WO
OD
DESI
GN G
ROU
P, L
LC
150 CHESTNUT STREET, 4TH FLOOR PROVIDENCE, RI 02903 401.383.4950
JOSHUA'S PONDPARK
TOWER HILL ROADOSTERVILLE, MA 02655
ASSESSOR'S PLAT 142 - LOT 039
BIDDOCUMENTS
TOWN OFBARNSTABLE
367 MAIN STREETHYANNIS , MA. 02601
RIP RAPAPRON
FOREBAY
RIP RAPCHECK DAM
SEDIMENT FOREBAY - SECTION
NOT TO SCALE
25% OF WATER QUALITY VOLUME
PAVED WATER WAY
6" TO 12"
6" LOAM &SEED
RI DOT SPEC SECTION 920
N I T E Engineering Services, LLCProfess i onal Eng i neers Land Surveyors
I SPrecision. Clarity. Certainty.
InSite Professional Complex, Suite 11539 Fall River Avenue Seekonk, MA 02771
HAY BALES ON PAVEMENT TO BEWEIGHTED DOWN WITH 20#STONES EACH OR SAND BAGS MAYBE SUBSTITUTED TO PREVENTWASHOUT
CATCH BASIN GRATE
CATCH BASIN GRATE
HAY BALES STAKED WITH (2) OAKBEAN POLES PER BALE
FILTER FABRIC SECURED BETWEENFRAME AND GRATE TO CAPTURESEDIMENT
COMPACTED SOIL TOMINIMIZE EROSION
RUNOFF WITHSEDIMENT
CATCH BASIN INLET PROTECTION
DETECTABLE WARING STRIP
NOT TO SCALE
CURB RAMP WITHDETECTABLEWARNING PAD
FLARED SIDES
SIDEWALK
5"
2"
6"
8"6"18"
26"
5"
27"
NOT TO SCALE
NOTE:
1. ALL HANDICAP PARKING AND SIGNAGE SHALL BE INCONFORMANCE WITH THE RULES & REGULATIONS OFOF THE ARCHITECTURAL BARRIERS BOARD.
HANDICAP PAVEMENT MARKING
SITE PLAN SUBMISSION1/20/171CONSTRUCTION DOCUMENT SET3/8/172
26 1/4"
28 1/4"
7" 8 1/8"
5"
26"
10 1/2"
23 1/2"
7 1/2"
NOTES:
1. SANITARY MANHOLE SHALLHAVE "SEWER" CAST ON THECOVER.
2. DRAINAGE MANHOLE SHALLHAVE "DRAIN" CAST ON THECOVER.
1 1/8"
3"
1 1/8"
BOTTOM
TOP
TYPICAL COVER
1 1/8" 1"
7/8"
ROUND MANHOLE FRAME AND COVER (HEAVY DUTY)NOT TO SCALE
TYPICAL FRAME AND COVER SECTION
44.74"
34"
18"
12"
23.75"
PAINTED ARROW DETAILNOT TO SCALE
MINIMUM WIDTH OFBOTTOM 4" FOR2/3 LENGTH
6'-0"
15"-17"
1" BATTER (OPTIONAL)1" BATTER
GRADE
TRANSITION CURB
6"
6"
OPTIONALBATTER
5'-6" (max.)
6" 2'-6" (max.) 3" (typ)
VARIE
S (se
e pl
an)
6" GRANITE CURB
INLET GRADE(SEE GRADING PLANS)
ADJACENT PAVEMENT
6" GRANITE CURB
GRANITE CURBFLUSH W/O
TRANSITIONS
CONCRETE
SID
EW
ALK
CONCRETE
SID
EW
ALK
HEAVY DUTY GRATINGOR AN APPROVED EQUAL
1" x1/8" 24-WH-4 (GALV.)WHEELS n' HEELS METRO MANUFACTURER
RECOMMENDED GRATINGFRAMES AND SADDLECLIPS (at supports only
NOT TO SCALE
SIDEWALK GRATE DETAIL
1 1
SEDIMENT FOREBAYPITCH CULVERTS TO
1'-0"
SECTION VIEW
PLAN VIEW
6" OPENIN
G
SIDEWALKCONCRETE
ONE
WAY
PAINTED TEXT DETAILNOT TO SCALE
36"
36"
24"
1" x1/8" 24-WH-4 (GALV.)
HEAVY DUTY GRATINGWHEELS n' HEELS METRO
OR AN APPROVED EQUAL
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1 5/16"
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3 1/2"
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ANGLE OF NOT LESS THAN 30%%D NOR
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PARKING SIGNS SHALL BE SET AT AN
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TO THE FLOW OF TRAFFIC.
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MORE THAN 45%%D A LINE PARALLEL
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1 7/8"
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2- " x 2- " GALVANIZED 516" x 2- " GALVANIZED 12" GALVANIZED BOLTS AND 0.070 WASHERS.
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SIGN MOUNTING NOTES: 1. ALL LAG SCREWS, BOLTS AND WASHERS SHALL BE GALVANIZED 5/16"x2 1/2" LONG UNLESS OTHERWISE NOTED. 2. WASHERS SHALL BE 0.07" THICK. 3. ALL SIGN COLORS, RADII AND BORDERS AS SPECIFIED IN MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES" OR AS SPECIFIED BY MHD HANDICAP SIGN NOTES: 1. ALL HANDICAP PARKING AND SIGNAGE SHALL BE IN CONFORMANCE WITH THE RULES & REGULATIONS OF THE ARCHITECTURAL BARRIERS BOARD. 2. SIGN(S) SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 3. FOR HANDICAPPED VAN SPACE USE SIGN AS DETAILED 4. FOR HANDICAPPED SPACE FOR AUTOMOBILES USE ONLY HANDICAPPED PARKING SIGN. PARKING SIGN.PARKING SIGN..
