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HomeMy WebLinkAboutDecision 4546 - BSU Cape Cod Campus PlansEASTERN MASSACHUSETTS LOCUS PLAN WITH ZONING DISTRICTS THE PROJECT REQUIRES A SPECIAL PERMIT FROM THE YARMOUTH ZONING BOARD OF APPEALS ZONING BY-LAW SECTIONS 301. / 301.5 FOR PARKING WITHIN THE RS -40 ZONE. ZONING TABLE C1 Q� O y 10, 9Q F � 9� Z1b �9 Yll�. OL CUS 00 y PROPER10 TY LINE gi,� �0 c � eJs\�� 021 j� O Y MACART SCHOOL \✓/ _ `� y RE NTIAL TOWN OF YARMOUTH STRICT. 1 RS -40 ti Yrr oJ� Q �7A o� LOCUS MAP WITH FRONTAGE AND BUILDING/PARKING LOT SETBACKS SCALE: 1" = 300' 300 150 0 300 600 (SECTIONS 203.5 / 404.1) USE: P. INSTITUTIONAL SERVICES P1 EDUCATIONAL_INSTITUTIONSRS-40 ZONING DISTRICT* SCALE: PROPOSED TREE REQUIREMENTS 1" — 400 DRAWING LIST 40,000 SF 400 200 0400 Boo COVER SHEET CO.0 MINIMUM LOT FRONTAGE NOTES C1.0 WAIVER REQUESTS EROSION CONTROL C2.0 30 FT DEMOLITION C3.0 341± FT PARKING SIDE SETBACKS 20 FT THE PROJECT IS REQUESTING THE FOLLOWING WAIVERS FROM THE TOWN OF PHASING C4.0 YARMOUTH ZONING BY-LAW , AMENDED THROUGH APRIL 8, 2014" ARTICLE LAYOUT C4.1 III SECTION 303. SIGNS 303.5.4.1. SINGLY OCCUPIED OR CO -BRANDED GRADING C5.0 BUSINESS LOCATION. ONE FREE STANDING SIGN PER BUSINESS PROPERTY UTILITY C6.0 HAb1NG A MAXIMUM FACE AREA OF TWENTY FOUR (24) SQUARE FEET WITH UTILITY DETAILS C7.0 A MAXIMUM FACE HEIGHT OR WIDTH OF EIGHT (8) FEET WILL BE ALLOWED. 11,5% 23.8% IN THE CASE OF DOUBLE FACED SIGNS ONLY ONE SIGN WILL BE COUNTED UTILITY & SITE DETAILS C7.1 FOR MEASUREMENT. ALL ADVERTISING OR LETTERING SHALL BE CONTAINED SIGN DETAIL SHEET C7.2 WITHIN THE FACE OF THE SIGN. NO ADVERTISING, LETTERING, OR INTERNAL SNOW STORAGE C8.0 ILLUMINATION SHALL BE ALLOWED ON THE POSTS, PILLARS, ARMS, OR EROSION CONTROL DETAILS C9.0 OTHER SUPPORTING STRUCTURE WITH THE EXCEPTION OF STREET NUMBERS. a NO PART OF THE SIGN SHALL BE MORE THAN TWELVE (12) FEET IN HEIGHT EROSION CONTROL DETAILS C9.1 ABOVE THE AVERAGE NATURAL GRADE AT THE STREET. LEASE LINE C -LEASE LANDSCAPE L101 THE APPLICANT IS REQUESTING A WAIVER FROM THIS BY—LAW. THE PHOTOMETRIC LCA APPLICANT PROPOSES TO PLACE TWO (2) SIGNS ON THE SITE. ONE (1) ELECTRICAL EO.2 SIGN IS PROPOSED AT THE ROUTE 28 ENTRANCE AND ONE (1) SIGN IS LU j U PROPOSED NEAR THE EXISTING BUILDING. SIGN DETAILS ARE PROVIDED ON EXISTING CONDITIONS PLANS EX -1 TO EX -6 THE DETAIL SHEETS. LU SPECIAL PERMIT THE PROJECT REQUIRES A SPECIAL PERMIT FROM THE YARMOUTH ZONING BOARD OF APPEALS ZONING BY-LAW SECTIONS 301. / 301.5 FOR PARKING WITHIN THE RS -40 ZONE. ZONING TABLE C1 Q� O y 10, 9Q F � 9� Z1b �9 Yll�. OL CUS 00 y PROPER10 TY LINE gi,� �0 c � eJs\�� 021 j� O Y MACART SCHOOL \✓/ _ `� y RE NTIAL TOWN OF YARMOUTH STRICT. 1 RS -40 ti Yrr oJ� Q �7A o� LOCUS MAP WITH FRONTAGE AND BUILDING/PARKING LOT SETBACKS SCALE: 1" = 300' 300 150 0 300 600 (SECTIONS 203.5 / 404.1) USE: P. INSTITUTIONAL SERVICES P1 EDUCATIONAL_INSTITUTIONSRS-40 ZONING DISTRICT* EXISTING PROPOSED TREE REQUIREMENTS B2 / HMOD1 MINIMUM LOT AREA 40,000 SF 40,000 SF 458,212 SF 458,212 SF MINIMUM LOT FRONTAGE 150 LF 150 LF 823± FT (RTE 28) 823± FT (RTE 28) FRONT SETBACKS 30 FT 30 FT 199± FT (BUILDING)** 341± FT PARKING SIDE SETBACKS 20 FT 25 FT 394± FT (BUILDING)** 40± FT (PARKING) REAR SETBACKS 20 FT 20 FT 214± FT' (BUILDING)** 38± FT (PARKING) MAX. BUILDING HEIGHT 35 FT 35 FT (MIN) N/A N/A MAX BUILDING COVER: 25% 25% 70% (MAX TOTAL IMPERVIOUS AREA) 11,5% 23.8% * THE SITE IS IN THE RESIDENTIAL DISTRICT (RS -40), BUSINESS ZONE 2 (132) AND THE HOTEL/MOTEL OVERLAY DISTRICT 1 (HMOD1) ** THE EXISTING BUILDING FOOTPRINT WILL NOT BE ALTERED FOR THIS PROJECT. PARKING TABLE (SECTION 301.5) USE: P1 EDUCATIONAL REQUIRED EXISTING (MARKED) PROPOSED (MARKED) TREE REQUIREMENTS 1 SPACE/ 2 OCCUPANTS N/A PHASE 1 PHASE 2 PARKING REQUIREMENTS 15 23 (INCLUDES 4 HC) PHASE 1: 4 CLASSROOMS X 24 STUDENTS/FACULTY = 96/2 = 48 SPACES 48 USE BUSINESS PARKING (INCLUDES 115 DEMAND PHASE 2: (FULL BUILD OUT): 9 CLASSROOMS X 24 6 HC) O STUDENTS/FACULTY = 216/2 = 108 SPACES TOTAL 156 SPACES REQUIRED FOR FULL BUILDOUT 23 163 (INCLUDES 6 HC) TREE TABLE (SECTION 301.4.6) USE: P1 EDUCATIONAL REQUIRED EXISTING PROPOSED TREE REQUIREMENTS 1 TREE/ 8 PARKING SPACES N/A PHASE 1 PHASE 2 6 15 TOTAL 21 Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 Civil Engineering Land Surveying ► Transportation Engineering ► Sustainable Site Consulting ► Planning ► GIS ' STEVEN" VENTRESCA CIVIL NO.46872 Pi 1 1 SPR/DRC 7/18/14 REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853COVER.DWG SCALE: 1"=20' DATE: N PROJECT MANAGER: SV O MS DRAFTED BY: ADB O N N N O O W a > > Q LU j U = W LU Uj 0 Q Go W V w C4 m � W ® 0- Q W "6 U) Q� N W co w Q J m Q W L O O N ' STEVEN" VENTRESCA CIVIL NO.46872 Pi 1 1 SPR/DRC 7/18/14 REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853COVER.DWG SCALE: 1"=20' DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: ADB CHECKED BY: GENERAL NOTES: 1. TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE OBTAINED FROM A PLAN ENTITLED "TOPOGRAPHIC PLAN, MACARTHUR SCHOOL, YARMOUTH, MA", PREPARED BY NITSCH ENGINEERING INC., DATED SEPTEMBER 10, 2013. 2. FLOODPLAIN INFORMATION WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 250015 0004C. THE SITE IS IN ZONE C (AREAS OF MINIMAL FLOODING). 3. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY UTILITY CONNECTIONS OR CROSSINGS OF PROPOSED UTILITIES AND EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO NITSCH ENGINEERING. 4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, SECTION 40, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE COMMONWEALTH OF MASSACHUSETTS EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS NOTICE, EXCLUSIVE OF SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELINE COMPANIES, AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY, TELEPHONE, OR CABLE TELEVISION SERVICE IN OR TO THE CITY OR TOWN WHERE THE EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CALL "DIG SAFE" AT 1 -888 -DIG -SAFE. 5. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82A, ALSO REFERRED TO AS JACKIE'S LAW, AS DETAILED IN SECTION 520 CMR 14.00 OF THE CODE OF MASSACHUSETTS REGULATIONS. 6. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS BY, THE TOWN OF YARMOUTH. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SEE THAT ALL PERMITS AND APPROVALS ARE OBTAINED BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR AND FOR PERFORMING ANY NECESSARY WORK INVOLVED IN CONNECTION WITH THE DISCONTINUANCE OF ANY UTILITIES OR WITHIN THE JURISDICTION OF ANY UTILITY COMPANIES, SUCH AS ELECTRICITY, TELEPHONE, WATER, GAS, AND ANY SYSTEM OR SYSTEMS WHICH WILL BE AFFECTED BY THE WORK TO BE PERFORMED UNDER THIS CONTRACT. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES, DEPARTMENTS, AND UTILITY COMPANIES, IN WRITING, AT LEAST 48 HOURS AND NOT MORE THAN 30 DAYS PRIOR TO ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION. 7. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS. 8. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS AND SITE DETAILS OUTSIDE OF THE LIMITS OF REGRADING AND WORK AS SHOWN ON THE DRAWINGS AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER OR OWNER'S DESIGNATED REPRESENTATIVE ANY SUCH OR OTHER DAMAGE SO CAUSED. 9. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND THEREON. STORAGE OF SUCH MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL LEAVE THE SITE IN SAFE, CLEAN, AND LEVEL CONDITION UPON COMPLETION OF THE SITE CLEARANCE WORK. 10. THE CONTRACTOR SHALL REMOVE FROM THE AREA OF CONSTRUCTION PAVEMENT, CONCRETE, GRANITE CURBING, CEMENT CURBING, POLES AND FOUNDATIONS, ISLANDS, TREE BERMS AND OTHER FEATURES WITHIN THE LIMITS OF CONSTRUCTION AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION WHETHER SPECIFIED ON THE DRAWINGS OR NOT. 11. FOR BUILDING INTERIOR DETAILS AND INFORMATION SEE ARCHITECTURAL DRAWINGS. 12. ALL DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE TOWN OF YARMOUTH. 13. ELEVATIONS REFER TO NAD83 & NAVD88. 14. GAS, TELEPHONE AND ELECTRIC SERVICES ARE TO BE DESIGNED BY EACH UTILITY COMPANY IN COORDINATION WITH THE MECHANICAL, ELECTRIC AND PLUMBING CONSULTANTS. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES AND DESIGN OF NEW UTILITIES WITH ELECTRIC, CABLE TELEVISION AND TELECOMMUNICATION UTILITIES. 15. UTILITY STRUCTURES TO BE ABANDONED SHALL BE REMOVED TO A DEPTH OF NO LESS THAN 3 FEET BELOW FINISHED GRADE, THE BOTTOMS OF THE STRUCTURES SHALL BE BROKEN AND THE STRUCTURES SHALL BE BACKFILLED WITH GRAVEL BORROW AND COMPACTED. 16. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE ABANDONED OR REMOVED & DISPOSED. 17. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TRENCHING, BACKFILLING, AND SURFACE RESTORATION FOR THE GAS LINE INSTALLATION. 18. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT. 19. ALL DRAINAGE PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPP) WITH A SMOOTH INTERIOR, UNLESS OTHERWISE NOTED. DEMOLITION NOTES: 1. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. THE CONTRACTOR SHALL ALSO PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE ARCHITECT AS REQUIRED. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL WALK THE SITE WITH THE ARCHITECT TO GAIN A THOROUGH UNDERSTANDING OF THE PROJECT, INCLUDING ANY SPECIAL CONDITIONS AND CONSTRAINTS. 3. SITE PREPARATION AND DEMOLITION SHALL INCLUDE THOSE AREAS WITHIN THE LIMIT OF WORK LINE AS SHOWN ON THIS CONTRACT. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL CONDITIONS IN THE FIELD AND REPORT DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATION IMMEDIATELY. 5. CARE SHOULD BE TAKEN IN ALL EXCAVATIONS DUE TO POSSIBLE EXISTENCE OF UNRECORDED UTILITY LINES. 6. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO COMMONWEALTH/OWNER. 7. REMOVE AND STOCKPILE ALL EXISTING SITE LIGHTS, BENCHES, TRASH RECEPTACLES, TRAFFIC SIGNS, GRANITE CURB, AND OTHER SITE IMPROVEMENTS WITHIN LIMIT OF WORK LINE UNLESS OTHERWISE NOTED. 8. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 9. CONSULT ALL OF THE DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING DEMOLITION. 10. CONTRACTOR SHALL SUPPLY AND MAINTAIN FOR THE DURATION OF DEMOLITION ALL NECESSARY DEVICES FOR EROSION, SEDIMENT AND DUST CONTROL, ETC., INCLUDING THOSE DEVICES NECESSARY FOR STOCKPILES AND PROTECTION OF ADJACENT PUBLIC WAYS, AND SHALL REMOVE THE DEVICES AFTER PROJECT COMPLETION. 11. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC LANDS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF THE DEMOLITION AND RELATION OF UTILITIES WITH ALL TRADES, IF APPLICABLE. 13. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR. 14. ALL EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED, AND MAINTAINED THROUGHOUT THE TIME OF CONSTRUCTION, AS SPECIFIED AND DIRECTED BY THE ARCHITECT. 15. BEFORE ANY TREES OR SHRUBS ARE REMOVED, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE OWNER OR OWNER'S REPRESENTATIVE TO IDENTIFY TREES AND SHRUBS THAT ARE TO BE REMOVED, AS WELL AS THOSE WHICH ARE TO BE PROTECTED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 16. AT ALL LOCATIONS WHERE EXISTING CURBING, CONCRETE PAVEMENT OR BITUMINOUS CONCRETE ROADWAY ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. 17. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH ROUGH GRADING, EROSION CONTROL, TREE PROTECTION, AND SITE WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. SEDIMENTATION AND EROSION CONTROL NOTES LEGEND 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED 'IT O IN ACCORDANCE WITH PUBLISHED EROSION CONTROL AND SEDIMENT GUIDELINES FOR CB MASSACHUSETTS (SEE REFERENCE BELOW, NOTE #7). O CATCH BASIN 2. ANY EROSION AND SEDIMENT CONTROL MEASURES FOR THE STABILIZATION OF SLOPES ARE ODMH DRAIN MANHOLE CC TEMPORARY FOR CONSTRUCTION PHASES ONLY. SEE GRADING PLAN FOR FINAL H m STABILIZATION OF SLOPES. SMH Q S O SEWER MANHOLE 3. SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME } O OF AND DURING ALL PHASES OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO AND EMH U IMMEDIATELY AFTER ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON THE W Q ELECTRIC MANHOLE Z SITE. W 4. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SHALL BE EC TMH TELEPHONE MANHOLE N PROVIDED TO ENSURE THAT THE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR LID w F- J SHALL BE RESPONSIBLE FOR ALL SEDIMENT LEAVING THE LIMIT OF WORK. SEDIMENT ❑ STREET LIGHT POLE CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. EHH 5. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS WILL BE PROTECTED WITH A STABILIZED ELECTRIC HANDHOLE Or CONSTRUCTION ENTRANCE TO PREVENT TRACKING OF MUD ONTO PUBLIC WAYS. T ABANDON UTILITY LINE 6. ALL SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAINAGE SYSTEM (I.E. THROUGH THE USE OF STRAW BALES, CATCH BASIN SEDIMENT TRAPS, GRAVEL, BOARDS OR -C C- OTHER APPLICABLE METHODS). CABLE TELEVISION LINE 7. THE CONTRACTOR INSTALLING THE ABOVE SHALL OBTAIN AND FOLLOW THE "MASSACHUSETTS -D-D- DRAIN LINE EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS" - E E - PREPARED BY DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF RESOURCE UNDERGROUND ELECTRIC LINE PROTECTION, DATED MAY 1997, REPRINTED MAY 2003 (OR LATEST EDITION) AND THE 2012 NPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES, OR -G-G- GAS LINE LATEST EDITION. -S S- SEWER LINE 8. ALL DRAINAGE SWALES AND GROUND SURFACES WITHIN THE LIMIT OF WORK SHALL BE PROTECTED. T T - TELEPHONE/DATA LINE 9. AFTER ANY SIGNIFICANT RAINFALL (0.25" OR GREATER), SEDIMENT CONTROL STRUCTURES -W-W- WATER LINE SHALL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. -OHW---OHW-- OVERHEAD WIRES 10. ALL STOCKPILES SHALL BE PROTECTED AND LOCATED A MINIMUM OF 100' AWAY FROM -Ts Ts - EXISTING WATER BODIES OR WETLANDS & WITHIN THE LIMIT OF WORK. SOIL STOCKPILES TRAFFIC SIGNAL LINE SHALL BE PROTECTED FROM CONTACT WITH ONSITE STORMWATER RUNOFF USING TEMPORARY_,(�''�• EDGE OF TREES PERIMETER SEDIMENT BARRIERS. A COVER (TARP) OR APPROPRIATE TEMPORARY � ` STABILIZATION WILL BE PROVIDED TO MINIMIZE SEDIMENT DISCHARGE. _x X - CHAIN LINK FENCE 11. STABILIZED PORTIONS OF A SITE SHALL BE INSPECTED AT LEAST ONCE PER MONTH. n no WOOD GUARDRAIL 12. ANY SEDIMENT TRACKED ONTO PAVED AREAS SHALL BE SWEPT AT THE END OF EACH WORKING DAY. 00000000 STONE WALL 13. ALL DEBRIS GENERATED DURING SITE PREPARATION ACTIVITIES SHALL BE LEGALLY DISPOSED C CUT & CAP UTILITY LINE OF OFF-SITE. TW 147.50 TOP OF WALL ELEVATION 14. ALL TOPSOIL ENCOUNTERED WITHIN THE WORK AREA SHALL BE STRIPPED TO ITS FULL DEPTH BW. 137.50 BOTTOM OF WALL ELEVATION AND STOCKPILED FOR REUSE. TOPSOIL NOT NEEDED AFTER COMPLETION OF ALL FINAL TOPSOIL SPREADING AND GRASSING SHALL BE REMOVED FROM THE SITE AND LEGALLY +148.55 SPOT ELEVATION RECYCLED OR DISPOSED OF. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM EXCAVATED SUBSURFACE SOIL MATERIALS. 61TEST BORING 15. TEMPORARY DIVERSION DITCHES, PERMANENT DITCHES, CHANNELS, EMBANKMENTS AND ANY DENUDED SURFACE WHICH WILL BE EXPOSED FOR A PERIOD OF 14 CALENDAR DAYS OR30 NUMBER OF PARKING SPACES MORE SHALL BE CONSIDERED CRITICAL VEGETATION AREAS. THESE AREAS SHALL BE MULCHED WITH STRAW. MULCH SHALL BE SPREAD UNIFORMLY IN A CONTINUOUS BLANKET OF SUFFICIENT THICKNESS TO COMPLETELY HIDE THE SOIL FROM VIEW. EROSION CONTROL BARRIER 16. AN EROSION CONTROL BARRIER SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED DEVELOPMENT AS AS INDICATED IN THE PLAN PRIOR TO COMMENCEMENT OF DEMOLITION OR CONSTRUCTION FENCE CONSTRUCTION OPERATIONS. 17. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION AND SEDIMENT CONTROLS ® INLET PROTECTION (PROVIDE ON ALL EXISTING AND PROPOSED CATCH BASINS AND AREA DRAINS) AT THE COMPLETION OF SITE CONSTRUCTION. 18. MEANS OF EROSION AND SEDIMENT PROTECTION AS NOTED ON THE DRAWINGS INDICATE THE -------' LIMIT OF WORK MINIMUM PROVISIONS NECESSARY. ADDITIONAL MEANS OF PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FOR CONTINUED OR UNFORESEEN EROSION PROBLEMS, AT STABILIZED CONSTRUCTION ENTRANCE NO ADDITIONAL EXPENSE TO THE OWNER. 19. THE CONTRACTOR SHALL USE TEMPORARY SEEDING, MULCHING OR OTHER APPROVED STABILIZATION MEASURES TO PROTECT EXPOSED AREAS DURING PROLONGED CONSTRUCTION _/' Y +� CONSTRUCTION GATE OR OTHER LAND DISTURBANCE. STOCKPILES THAT WILL BE EXPOSED FOR LONGER THAN 14 CALENDAR DAYS SHALL BE SEEDED WITH AN ANNUAL RYE. ° ° ORANGE SAFETY FENCING Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 > Civil Engineering > Land Surveying Transportation Engineering Sustainable Site Consulting Planning GIS COD Z 'IT O CD CD p a Wc� < CC ::D H m O Q Q U } O Q U Q W Q O Z v W = 00 Cn N Uj CO w F- J ❑ C o�c W L0 Or T NT m N y O LJJ :E LU W w CD 0 o � ❑ w COO m w LLT W > a� J J W = c w cr m 0 O O N ABBREVIATIONS AD AREA DRAIN LF LINEAR FEET APPROX. APPROXIMATE LOC. LOCATION BC BOTTOM OF CURB LP STREET LIGHT POLE BLDG. BUILDING OHW OVERHEAD WIRE 1 SPR/DRC 7/18/14 BOT. BOTTOM P&M PROTECT AND MAINTAIN REV. COMMENTS DATE CAN CABLE TELEVISION PVC POLYVINYL CHLORIDE PIPE REVISIONS CB CATCH BASIN REC. RECORD CI CAST IRON PIPE R&D REMOVE AND DISPOSE NITSCH PROJECT # 9853 CLDI CEMENT LINED DUCTILE IRON PIPE R&R REMOVE AND RESET FILE: 9853CNOTES.DWG CLF CHAIN LINK FENCE SH SPRINKLER HEAD SCALE: NTS CONC. CONCRETE SMH SEWER MANHOLE DATE: 06/25/2014 CPP CORRUGATED PLASTIC PIPE TC TOP OF CURB PROJECT MANAGER: SV DIP DUCTILE IRON PIPE TMH TELEPHONE MANHOLE SURVEYOR: MS DMH DRAINAGE MANHOLE TYP. TYPICAL DRAFTED BY: CEM EHH ELECTRIC HANDHOLE UP UTILITY POLE CHECKED BY: EMH ELECTRIC MANHOLE VCP VITRIFIED CLAY PIPE FIN. FINISHED WG WATER GATE GG GAS GATE WV WATER VALVE GV GAS VALVE W/ WITH HYD HYDRANT W/0 WITHOUT cl ■ I" N h V,G ,hG SAWCUT, MEET AND X!STINGt PAVEMENT woo ROUND �5 Pk -N AGS 6° 42, ' Uj w O K WATER U a J O Z II O F: (617) 338-6472 U ► Civil Engineering N 13 Z �G 0 ► Sustainable Site Consulting Z ► Planning at I'z v R&D EXIST. n CC �_ 5• �J `v EL�OTR�Cn� 6 a � I �Go�O R&D EXIST ALK}' ' 04 t X661'" N fUE I 1 X� /—RE—INSTAL' ED WOOD GUAE DZAIjL a. 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CC �_ ASPHALT & CURB O v 3 THIS AREA 2 wooD --- JO — 'i O = ST & ID.. v W w Z � O_ o } o RAIL ENC 8 -FOOT CONSTRUCTION FENCING (TYP.) PERIMETER EROSION CONTROL PROTECTION TYPE 'A' OR 'B' (TYP.) 0 1� R OD GUARD RAIL 2c" P&M SEWER & ELECTF 10 0100.00 HT �pV�R REMOVE AND DISPOSE OF TREES WITHIN PARKING LOT LAND DRIVEWAY LAYOUTS (TYP.) P&M GENERATOR & FENCED AREA 2255 RlcoP X T TO DRIVE — L'D \PPROXIVATE LEASE 8 UNDARY Q lot n �o CCL v � 14,( X100.00 HT c CONCRECE DI�,sM1N00' R 21 FV �C9:Vp pN ✓'fJD ADJAC XO Fy SN D+RT Foo X , - 40' K ND P&M AREA DURING PHASE 1 F of I �-C&'Vr) DIS; Fa1D I X P&M FENCE DURING PHASE 1 ��g 4 X -k - INK , , � , FENCE X X 4' Ci-I.Aity .., .�- P&M SEWER LINES P&M ELECTRICAL 1 CONDUITS/� r, RNDS;�c��E'M CIST 9`FCAP SEWER LINE —_ as . �% CRODND T R&D ABANDONED SEPTIC SYSTEM & PIPING riDCQ SIl SET R&D POLES (TYP.) >�Lr-' i S ZG S E� R&D SHED GRP55 � / P �gRODND aR� R&D PLAYGROUND AREAS R&D PLAYGROUND EQUIPMENT (TYP.) Z I l X'/ X ' X ' �X r 1" 'fib L D SCALE: 1"-20' 20 10 0 20 40 Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 ► Civil Engineering > Land Surveying > Transportation Engineering ► Sustainable Site Consulting ► Planning ► GIS Nt CC �_ N O C4 O W_ 2 Z IL U 'i O = Q ID.. v W w Z � O_ o } o H _ CAII m J Lu a Ld O< 0LL W � cdQ N � D J m W J W = c ~Q I..IJ LO r�rrtrt V T r O N H OFq�y oma' STEVEN G VENTRESCA o CIVIL m No.46872 q'Pp 9FG�ST�`�O FF f l �G REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CDM.DWG SCALE: I"=20' DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: CEM CHECKED BY: 1 C300 P246 UAi I 16 I // V I ,NG JNECT TO IS 6" JE R^ MA "X6" TEE AND 6" DICL IRE PROT TION a� LINE U Z J Q N 0 a 0 0 O n NNC�EPRSAF'�'0�PGF- E9D OS LST -- CONCRETE i � o Ll Ll i n l P_ CONCRETE Q r�D & g5 P}R� FI �r 4 • � �VE �OgS- 1 � 4u 2' R4;Z c PVG� o o 24—INCH AREA DRAIN WITH FLAT TOP Y U_ NITSCH PROJECT # J K Um c.0 o� = 5 0 N o W� O anZ W �t cv DRAFTED BY: a U CHECKED BY: C = _ ate= N LU a �0 y W t- W W '• d I tj U iU- U ZI U\ U 3' WOOD POST RAIL FENCE 0 2 52• R 52g '301, 30JNG�5,49 R��GiR}GAI. MAINTAIN ANDS PROTECT EXISTING 4" D{DMESTIC WATER SERVICE, CLEAN 0 12" CPP, (7 OF e'Y 5e �pp 26�\Fnr�. ` BMAINTAIN AEXISTING SEWER PIPIG ANI; SEPTIC SYSTEM C v R=22�SO SOP X X o}SFkDtR ROU�yn �,.,�\„'�.• NOTE. 1. MAINTAIN EXISTING SEPTIC TANK, PUMP CHAMBER, AND LEACH FIELD. DESIGN CALCULATIONS PROPOSED USE: _UNIVERSITY CLASSROOMS, BUT USE ELEMENTARY SCHOOL WITHOUT CAFETERIA, GYMNASIUM, OR SHOWERS. Nitsch Engineering - 10 GPD/PERSON (310 CMR15.203) DESIGN FLOW: PHASE 1: (4 CLASSROOMS X 24 STUDENTS/FACULTY X 10 GPD/PERSON) = 960 GPD (PER TITLE 5) PHASE 2: (9 CLASSROOMS X 24 STUDENTS /FACULTY X 10 GPD/PERSON) = 2.160 GPD (PER TITLE 5) TOTAL FLOW PROPOSED _TO -BE 3,120 GPD www.nitschong.com SYSTEM IS DESIGNED TO HANDLE UP TO 5,700 GPD SEPTIC TANK: EXISTING SEPTIC TANKS - 2 Center Plaza, Suite 430 TANK ONE IS 5,000 GALLONS Boston, MA 02108 TANK TWO IS 3,000 GALLONS PUMP CHAMBER IS 8.000 GALLONS T: (617) 338-0063 PUMP: 2 SUBMERSIBLE SEWAGE PUMPS 0 7.5HP EACH; 420 GPM AT 31 FEET HEAD F: (617) 338-6472 SOIL TYPE,. TEXTURAL CLASS I Civil Engineering PERCOLATION RATE: t2 MIN/IN CLASS I ► Land Surveying EFFLUENT LOADING RATE: _0.74 GPD/SF Transportation Engineering SOIL ABSORPTION SYSTEM- REUSE EXISTING Sustainable Site Consulting NO GARBAGE GRINDER PROVIDED Planning P �GvR NO FULL SERVICE KITCHEN IS PROPOSED. GIS � 1 t APPROX. FIN. GRAD : 21.40 TOP OF STON .: 17.50 PE\4N T: 15.50 BOTTOM OF STONE: 15.00 A\ g8,�1 � X j P`P�cRo N x�� ko` bSED UNDERGROUND RECHARGE SYSTEM INSTALLED DURING PHASE 1 1 ` L 2-12” CPP HEADE PIPES 0 -"22 -LF R-22� ( I i 4• CHAIN L;NK FENCE �( _ _...5a2 CPP01NS 240 LF 45 X CRUSHED STONE: 247 FT (L) X 26 FT (W) X 2.3 FT (D) R 22.20 PA o I I � N OpOSEID RAIN GARDE ------� AREA D pR 15' CLF AROUND -,L, INSTALLED DURING GENERATOR AND PHASE 1 ELECTRIC BOx 1 I R -2y41 i AREA DRAINS se�E C i INSTALLED DURING - - I I Nrn PHASE 1 :.•` i j no':� RAIN J " r� •.. :.. 12 CPP, �^ CARD GRo �� -. • _ •. • �,-r•. :,.� �:�1`. Pi. may• .l ..•i !..• a ./ �•: •. I ' . � PRE. �:��: � ..,... i ,�-•`� �'�:�• ' ;i' i•'�: '� �.�T• �.� /.•� �'� �:.•. .•�I �.�:' rye^' Qyam.. <''- �; y •IVi, ,. . �: ,. i. , ! � ..• i • ••.:• : ^i ..-.• Vii, �� 12 PP, TYP ,. r. 5. P i.,. ✓ `/,,.G. _' •..Y �; .• • yi ice• - F I 51`IING S �- i!., ..s. .i' /. ".� • Y� rr'.a •. icy ., ��- DMH �1� �•:• <.�� %•,��� 24" AREA DRAIN 2 BASKETBAI L ( WITH DOME GARDEN ' oP PiiLE--111) 12" CPP, TYP GRATE, TYP ' P OFOSEp RAIN ' SWING SET � � ' I I �. SHE FOUR (4) AREA DRAINS INSTALLED;!: ..•1� DURING PHASE 1 its' !':•' :'.s : y :� PROPOSED UNDERGROUND j'� .•. � .r.. ••:,. .,:y'�.: .y!.; ��..:•.. ..rte lj RECHARGE SYSTEM •'•'— i•,, .• s ��- � r'•..:•:".,��,.!• INSTALLED DURING PHASE 2 2-12 CPP HEADER PIPES ®12 LF �• • �` -^ %-' •^+ TP_ 6 -`esvD DN =No 40 : l CBNO O'SK FND v7 o is N_ N � " y- r �.• APPROX. FIN. GRADE: 20.50 p 1 3-12 CPP ROWS ®120 LF • CRUSHED 127 FT (L) X 16 FT (W) X 2.3 FT (D) y' -' TOP OF STONE: 17.50 —� p j PIPE INVERT: 15.50 Ar—BOTTOM OF STONE: 15.00 12" CPP, TYP %A - CLEAN OUT - CLEANOUT N..--- 46 -.k� I / SQO FOUR (4) AREA 286'A6 DRAINS INSTALLED DURING PHASE 2 H / SCALE: TP 20 10 0 20 40 I EM s , STEVEN " VENTRESCA CIVIL No. 46872 1 SPR/DRC 7/18/14 N DATE REVISIONS m NITSCH PROJECT # 9853 c.0 9853CUT.DWG CO3 N DATE: 06/25/2014 O SV W Q DRAFTED BY: SV CHECKED BY: z = _ ate= z LU CL J O Q W Cm) U p� ~ O � OU m w QZD O W U 00 V� m LU F- 0 cc W LO O T r STEVEN " VENTRESCA CIVIL No. 46872 1 SPR/DRC 7/18/14 N DATE REVISIONS m NITSCH PROJECT # 9853 FILE: 9853CUT.DWG CO3 c) DATE: 06/25/2014 PROJECT MANAGER: SV W :�i DRAFTED BY: SV CHECKED BY: z LU W W Cm) Q0 w WLd � m W H cc a� J J WCD = cc W CD O O N STEVEN " VENTRESCA CIVIL No. 46872 1 SPR/DRC 7/18/14 REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CUT.DWG SCALE: 1'=20' DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: SV CHECKED BY: C6.0 SEE LANDSCAPE PLAN FOR GRADING 3ARDEN FRAME & GRATE TOP VIEW WITHOUT BASIN BODY A A f _....'ERS VIEW A -A AVAILABLE BASIN BODY TOP VIEW ROTATED 90' CLOCKWISE WITHOUT FRAME & GRATE NOTE: 1. DOME GRATE TO BE USED AT BIORETENTION/RAINGARDEN ONLY 2. DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSION MAY VARY AREA DRAIN WITH DOME GRATE NOT TO SCALE AREAS ISH GRADE . CONC. PVMT. OR PATCH :E MATERIAL SPECS.) LOAM & SEED COVER: ROADS, ROAD (SEE MAT. SPECS) 24" DRAIN MANHOLE COVER AND WALKS FRAME TO SET IN FULL CAST IN CENTER OF COVER (SEE MATERIAL SPECS) SEE TYPICAL SECTION SHEETING (IF REQUIRED) SUITABLE FOR MATERIALS TO BE CUT OFF AND BACKFILL COLLAR LEFT IN PLACE A MAX. MATERIAL COMPACT IN 12' LAYERS OF 3 FT. BELOW NEW RIM OR REUSE =BASE FINISH GRADE OR MORTAR (TYP.), DRAIN PIPE 1.5 FT. ABOVE TOP 12" (SEE MATERIAL OF PIPE (WHICH EVER IS HIGHER) 12"MIN.. MTW SPECS.) BUTYL ~OPENING 24 COMPACT IN GASKET (TOPE GRAVEL BORROW COMPACTED TO 95% 6" LAYERS MAX. DENSITY WHERE I COURSES MIN., 4 NECESSARY Uj F MORE REQ., SECTION A -A 3000 PSI AIR UNSUITABLE SECTIONS VARY FROM o MATERIAL TO BE T MID DIAMETER REMOVED & " ' 6'MIN SLAB OR CONCENTRIC REPLACED WITH GRAVEL BORROW COMP. :�,�� �lj�/,�/i,�%� SUBBASE =�= PLACED IN 6" EARTH LEDGE > LAYERS AND COMPACTED TO MTW=MAXIMUM TRENCH WIDTH TO 12" 48" INSIDE DIA. 95% MAX. ABOVE PIPE. MTW=PIPE DIAM.+2FT. MAX. DENSITY OR LARGER WHERE OR NOT PROJECT MORE STANDARD TRENCH DETAIL _* FOR UTILITY PIPE THAN 4" FROM FACE OF DRIVEWAY NOT TO SCALE CY]J FINISH GRADE 12" SQUARE CONCRETE COLLAR 3,000 PSI CEMENT �L— CONCRETE, MIN. ZURN CLEANOUT PRODUCT NO. ZB-1402-BP-HD CAST IRON WITH HEAVY DUTY BRASS TOP OR APPROVED EQUAL MAIN LINE _ f 6" PVC PIPE 6" PVC 45' BEND PVC WYE, ADAPTERS AS NECESSARY TYPICAL CLEANOUT DETAIL 12" GRAVEL FILTER STRIP MAX SLOPE: 3:1 NOT TO SCALE SEE PLANTING PLAN F PLANTING SOIL MIX BY VOLUME: ' ' ' 40% SAND 25% SANDY LOAM TOP SOIL J 35% LEAF COMPOST mm LOAM MIX: 50% SAND 50% LOAM 3 R BIORETENTION BASIN NOT TO SCALE CV LAWN STANDARD 24" DROP-IN GRATE in PVC 6" LOAM o..,, ANTI -SIPHON ANTI -SIPHON AND SEED, DEVICE (1 0 PIPE ADAPTER " t PVC PIPE, EMOVEABLE MIN. 3" LONG) WATERTIGHT „ ACCESS PORT, 12 PVC 24" PIPE 6'S 6" OPENING MOUNTING T FLANGE 10.25" 18 36" P HOOD 5.5" MIN�I-r-I 7 00 0.75" L7.75" & " MIN. FRONT SIDE I---18" -I 12" (MIN.) COMPACTED 7.0" 7.75" GRAVEL BORROW (MHD M1.03.0 TYPE "B") PLAN PLACED AND UNIFORMLY COMPACTED IN 12" LIFTS HOOD NOTE: AREA DRAIN WITH HOOD DRAIN BASIN SHALL BE NYLOPLAST MODEL 2824 AG OR NOT TO SCALE EQUAL. CROSS COUNTRY COVER: ROADS, ROAD SHOULDERS, DRIVEWAYS 24" DRAIN MANHOLE COVER AND WALKS FRAME TO SET IN FULL CAST IN CENTER OF COVER (SEE MATERIAL SPECS) CEMENT MORTAR BED FRAME 3000 PSI AIRMINIMUM WEIGHT -200 LBS SURFACE COURSE 12" MATERIAL - CAST IRON COLLAR (SEE MATERIAL SPECS) BIT. CONC. FINISH GRADE NEW RIM OR REUSE =BASE COURSE BIT. CONC. MORTAR (TYP.), APPLICABLE ,,y1 "DIAMOND" PATTERN 12" MACHINED "BIT. CONC. PVMT. 12f(SEE MATERIAL SPECS) o000000�aooQooOaoa ADJUST TO FINISH BUTYL ~OPENING 24 GRADE W/ COURSES OF GASKET (TOPE GRAVEL BORROW OF MORTAR 5„ MORTARED BRICK (2 PRECAST CONCRETE = ADJUST RIM TO GRADE COURSES MIN., 4 RISER SECTION (TYP.) Uj F MORE REQ., SECTION A -A 3000 PSI AIR COURSES MAX.) SECTIONS VARY FROM o COLLAR PRECAST CONCRETE FLAT 1' TO 4' m 2.) ALL RIMS TO BE RAISED TO FINISH GRADE AFTER SLAB OR CONCENTRIC COURSE PVMT. HAS BEEN PLACED =�= CONE SECTION H U CC W 0 <a > 5" MIN 48" INSIDE DIA. FACE OF PIPE FLUSH, II— CL ZD OR LARGER WHERE OR NOT PROJECT MORE J U O) _* SHOWN OR REQUIRED THAN 4" FROM FACE OF DRIVEWAY CY]J WALL ALONG CENTERLINE W MANHOLE STEPS OF PIPE F- O W = MORTAR (TYP.) c H DRAINPIPE C3 Q LULO 12" MIN. COMPACTED OUTSIDE DIA. OF T r � GRAVEL BORROW PIPE +2" (MDOT M1.03.0 TYPE "B") CLEARANCE N N OF M,4 "'' " 12 UNSUITABLE MATERIAL TO BE PROVIDE V" 1 s::• • _MIN. r.`. REMOVED AND REPLACED OPENING 1Ly MMo _ W/ GRAVEL BORROW A9 9Fof 7EP�0 2 °g (M„DOT M1.03.0 TYPE B„ ) PRECAST CONCRETE • COMPACTED IN 6” LAYERS BASE SECTION CRUSHED STONE FORMED CONCRETE INVERT TYPICAL DRAIN MANHOL DETAIL NOT TO SCALE FRAME AND COVER FINISH GRADE---\ 8" PVC 8" ZURN CLEANOUT PRODUCT NO. Z1402 -HD CAST IRON OR 8" PVC TO CPP APPROVED EQUAL ADAPTER 12" PERF. CPP PIPE INSPECTION PORT AT UNDERGROUND RECHARGE SYSTEMS NOT TO SCALE VVIYIr IIV IL✓ JVL.J VI\IIVV REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW (MHD M1.03.0 TYPE -B-) COMPACTED IN 6" LAYERS 12" CPP -ROM RAIN GARDEN) 1 26 1/4" FRAME & 26" COVER THE WORDS "SEWER" OR "DRAIN" COVER: LETTERS NOT LESS THAN 3 MINIMUM WEIGHT -200 LBS HIGH & 1/4" DEEP TO BE MATERIAL - CAST IRON CAST IN CENTER OF COVER (SEE MATERIAL SPECS) LOAM AND SEED FRAME 3000 PSI AIRMINIMUM WEIGHT -200 LBS ENTRAINED CONCRETE 12 12" MATERIAL - CAST IRON COLLAR (SEE MATERIAL SPECS) A A NEW RIM OR REUSE 18" EXISTING RIM WHERE NON SKID SURFACE APPLICABLE ,,y1 "DIAMOND" PATTERN 12" MACHINED "BIT. CONC. PVMT. 12f(SEE MATERIAL SPECS) o000000�aooQooOaoa 13" PAVEMENT SECTION 12" RIM TO BE SET8� �9 '" �0 0000 o o IN FULL BED GRAVEL BORROW OF MORTAR 5„ 0 ° ®° (MHD M1.03.0 MORTARED BRICK TO o TYPE "B") ADJUST RIM TO GRADE DEPTH VARIES, ORDINARY M1ABRIC 12" F MORE REQ., SECTION A -A 3000 PSI AIR BARREL BLOCK & BRICK ENTRAINED CONCRETE OR PRECAST RISER SLABS COLLAR SHALL BE USED) Z 1. FRAME AND COVER (SEE MATERIAL SPECIFICATIONS) 2.) ALL RIMS TO BE RAISED TO FINISH GRADE AFTER BINDER COURSE OR LEVELING COURSE PVMT. HAS BEEN PLACED =�= MANHOLE FRAME, COVER & SETTING DETAIL NOT TO SCALE 12" CPP (TYP., FROM 12" CPP A RAIN GARDENS) (FROM BUILDING • INSPECTION PORT ROOF) (TYP.) 26, 22' • :.. • 12" PERFORATED CPP 1 1/2" CRUSHED STONE 240' 247' A UNDERGROUND INFILTRATION SYSTEM: PHASE .1 PLAN DETAIL e�. 12" CPP (FROM RAIN )EN) INSPECTION PORT (TYP-) 12" PERFORATED CPP FINISH GRADE UNDERGROUND INFILTRATION SYSTEM: PHASE 2 PLAN DETAIL UNCOMPACTED NATIVE SOIL. UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND DRAINAGE TRENCH DETAIL NOT TO SCALE UNDERGROUND STORMWATER RECHARGE SYSTEMS NOT TO SCALE NOMINAL DIAMETER (p) OUTSIDE DIAMETER (Op) MIN. SPACING CROSS COUNTRY ROADS, DRIVEWAYS AND WALKS X H 12" LOAM AND SEED 25.4" 11" 0000000 00ooao0oo00 12" 15" 18" 28.9" 12" SEE DETAIL FOR 12" 18" 21" 33.9" 17" 9" 12" 24" 28" o000000�aooQooOaoa 13" PAVEMENT SECTION 12" 30" 36" 53.1" 18" 18" 12" 36" 1 42" 1 63" DEPTH VARIES, ORDINARY 18" 12" W 12" MIN Cn o Z FILL (MHD M1.01.0) H (MIN) MAX SLOPE: MAX SLOPE: (NON -TRAFFIC) a Q =�= < H U CC W 0 <a (TRAFFIC) 3:1 3:16" II— CL ZD �` m J U O) alt W GRAVEL BORROW _U)C DRIVEWAY CY]J � W _ ,• :<-?'::.;,;`:'=: J F- O W = c H cc C3 Q LULO LU T r W o0 N N OF M,4 "'' STEVEN VENTRESCA ', "= •X4';• 11 2 WASHED m No.46872 A9 9Fof 7EP�0 2 :' • CRUSHED STONE 6„ TOP SOIL (MHD M2.01.1) 1 SPR/DRC I WRAP WITH GEOTEXTILE DATE REVISIONS NITSCH PROJECT # 9853 FILE: AflIEDWG SCALE: NTS FABRIC WITH 12 '•'� '>t' "::..:' ; : , ,.v'. -• ' +r J` SURVEYOR: 6" MIN DRAFTED BY: SV CHECKED BY: OVERLAP ;:_:'.' , ,:,:' ::' . '^ .. a;:. ..\..: /.\./ \.....` %\.,/\../\ /,\ %\ /. 2' MIN TO SEASONAL HIGH NATIVE SOIL - CONTRACTOR SHALL NOT GROUNDWATER —'•:'''.-' ''^—) COMPACT SOIL, UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH WASHED (MIN) CRUSHED STONE. 24" DEEP WASHED 3" TO 4" STONE SECTION A -A UNCOMPACTED NATIVE SOIL. UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND DRAINAGE TRENCH DETAIL NOT TO SCALE UNDERGROUND STORMWATER RECHARGE SYSTEMS NOT TO SCALE NOMINAL DIAMETER (p) OUTSIDE DIAMETER (Op) MIN. SPACING C S X H 12" 14.5" 25.4" 11" 8" 12" 15" 18" 28.9" 12" 8" 12" 18" 21" 33.9" 17" 9" 12" 24" 28" 40.7" 13" 10" 12" 30" 36" 53.1" 18" 18" 12" 36" 1 42" 1 63" 22" 18" 12" Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 ► Civil Engineering ► Land Surveying ► Transportation Engineering ► Sustainable Site Consulting ► Planning ► GIS CSO CV ~ N C) (V Q � Q W Cn CO) a = Z w 0 = a Q =�= < H U CC W 0 <a w 0 ID r o U II— CL ZD �` m J U O) alt W LL > _U)C ao CY]J � W J F- O W = c H cc C3 Q LULO LU T r W o0 N N OF M,4 STEVEN VENTRESCA R CIVIL m No.46872 A9 9Fof 7EP�0 2 1 SPR/DRC 7/18/1 REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: AflIEDWG SCALE: NTS DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: SV CHECKED BY: 70 SIDEWALK (TYP.) ACCESSIBLE PARKING FLUSH GRANITE CURB SIGN (TYP.)� oP 7/18, �l �l j ACCESSIBLE VAN PARKING DETAIL NOT TO SCALE o IN SIDEWALK (TYP.) ACCESSIBLE PARKING FLUSH GRANITE CURB SIGN (TYP.) o� ------------ &L N f- ACCESSIBLE PARKING DETAIL NOT TO SCALE �--- 40.7" ------17 — a, 48„ r � 39„ f r� Y 9 f HANDICAP PARKING STENCIL NOT TO SCALE 1.6"-2.4" 10 U (0Q.6�0, uJ Liz - DETAIL OF DETECTABLE WARNING PANEL 50% TO 60% OF BASE DIAMETER 0.9"-1.4" o SECTION A -A NOTE: PANELS SHALL BE MODULAR PRECAST HIGH STRENGTH POLYMER CONCRETE PANEL PERMANENTLY APPLIED TO THE RAMP. DETECTABLE WARNING SURFACES SHALL BE COLOR SAFETY YELLOW. DETECTABLE WARNING PANEL FOR ACCESSIBLE RAMPS NOT. TO SCALE REINFORCED PAVEMENT EDGE (TYP.)777.R., 4p� 7/18, REV. COMMENTS �I REVISIONS /j �--- 40.7" ------17 — a, 48„ r � 39„ f r� Y 9 f HANDICAP PARKING STENCIL NOT TO SCALE 1.6"-2.4" 10 U (0Q.6�0, uJ Liz - DETAIL OF DETECTABLE WARNING PANEL 50% TO 60% OF BASE DIAMETER 0.9"-1.4" o SECTION A -A NOTE: PANELS SHALL BE MODULAR PRECAST HIGH STRENGTH POLYMER CONCRETE PANEL PERMANENTLY APPLIED TO THE RAMP. DETECTABLE WARNING SURFACES SHALL BE COLOR SAFETY YELLOW. DETECTABLE WARNING PANEL FOR ACCESSIBLE RAMPS NOT. TO SCALE REINFORCED PAVEMENT EDGE (TYP.)777.R., 4p� NOTE: STRIPING SHALL BE INSTALLED PER SPECIFICATIONS TYPICAL PARKING STRIPING DETAIL NOT TO SCALE ' Y -BRANCH PROVIDE STOPPER DRAIN OR SEWER PIPE NOTE: - SLOPE SEWER SERVICE PLAN CONNECTION NOT LESS THAN 1/4" PER FT. OR AS SHOWN GRAVEL BORR (MDOT M1.0 "TYPE JLV 1 IVIV Z 1/2'MIN. PROPOSED PARKING LOT -SEE HOT MIX ASPHALT PAVING (TWO COURSES) DETAIL ROUGHENED CONCRETE EDGE LOAM AND SEED WITH GRASS GRAVEL BORROW STABILIZED PARKING LOT EDGE NOT TO SCALE ) COMPACTED NOT TO SCALE 2' DECTABLE WARNING PANEL 7.5% NCH SECTION MAX.� + jWC `1,k7 WYE BRANCH FOR PIPE SERVICE CONNECTION DETAIL NOT TO SCALE Y -BRANCH 4' MIN "LEVEL LANDING" 1.5% SLOPE FOR DRAINAGE '"—MAX. TRANSION TRANSITION LENGTH VARIES 5'_p"/�A LENGTH VARIES ROADWAY DOWNGRADE— PLAIN. CEMENT CONCRETE LIMITS OF CEMENT CONCRETE RAMP VARIES (4' TO 6') LEGEND 4" CEMENT CONCRETE W =SIDEWALK WIDTH (VARIES 4' TO 6') 8" GRAVEL BORROW We =CURB WIDTH (VARIES 0" TO 6") MDOT M1.03.0 TYPE "B" * =TOLERANCE FOR CONSTRUCTION (f 0.5 PEDESTRIAN RAMP DETAIL (4' TO 6' WIDE) NOT TO SCALE CURB REVS EDGE OF ROADWAY DECTABLE WARNING PANEL - 1/4" LIP =COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW (MDOT M1.03.0 TYPE "B") COMPACTED IN 6" LAYERS SECTION A -A CO 0 N O J � a= W � O Im U � W � O C4 U X: LU ca ZD Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617)338-0063 F: (617) 338-6472 ► Civil Engineering ► Land Surveying ►Transportation Engineering ► Sustainable Site Consulting ► Planning ►GIS JOINT SPACING = CONTROL JOINT WIDTH OF SIDEWALK OR 6' MAX. BROOM FINISH '. •r . •.• , •« • 6x6 8/8 WWF • • •• • "' ' 4 CONCRETE •• i.• ,.a-• ' :• e.:..; ' < "::: (6"® DRIVES) a o GRAVEL BORROW (MDOT M1.03.0 TYPE "B") COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW CONCRETE SIDEWALK IN 6D MAYERS TYPE "B' 7/18, REV. COMMENTS DATE REVISIONS 4" (TYP.) NITSCH PROJECT # 9853 FILE: 9853CDT.DWG SCALE:. o N 10' (rYP.) 06/25/2014 PROJECT MANAGER: SV SURVEYOR: NOTE: STRIPING SHALL BE INSTALLED PER SPECIFICATIONS TYPICAL PARKING STRIPING DETAIL NOT TO SCALE ' Y -BRANCH PROVIDE STOPPER DRAIN OR SEWER PIPE NOTE: - SLOPE SEWER SERVICE PLAN CONNECTION NOT LESS THAN 1/4" PER FT. OR AS SHOWN GRAVEL BORR (MDOT M1.0 "TYPE JLV 1 IVIV Z 1/2'MIN. PROPOSED PARKING LOT -SEE HOT MIX ASPHALT PAVING (TWO COURSES) DETAIL ROUGHENED CONCRETE EDGE LOAM AND SEED WITH GRASS GRAVEL BORROW STABILIZED PARKING LOT EDGE NOT TO SCALE ) COMPACTED NOT TO SCALE 2' DECTABLE WARNING PANEL 7.5% NCH SECTION MAX.� + jWC `1,k7 WYE BRANCH FOR PIPE SERVICE CONNECTION DETAIL NOT TO SCALE Y -BRANCH 4' MIN "LEVEL LANDING" 1.5% SLOPE FOR DRAINAGE '"—MAX. TRANSION TRANSITION LENGTH VARIES 5'_p"/�A LENGTH VARIES ROADWAY DOWNGRADE— PLAIN. CEMENT CONCRETE LIMITS OF CEMENT CONCRETE RAMP VARIES (4' TO 6') LEGEND 4" CEMENT CONCRETE W =SIDEWALK WIDTH (VARIES 4' TO 6') 8" GRAVEL BORROW We =CURB WIDTH (VARIES 0" TO 6") MDOT M1.03.0 TYPE "B" * =TOLERANCE FOR CONSTRUCTION (f 0.5 PEDESTRIAN RAMP DETAIL (4' TO 6' WIDE) NOT TO SCALE CURB REVS EDGE OF ROADWAY DECTABLE WARNING PANEL - 1/4" LIP =COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW (MDOT M1.03.0 TYPE "B") COMPACTED IN 6" LAYERS SECTION A -A CO 0 N O J � a= W � O Im U � W � O C4 U X: LU ca ZD Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617)338-0063 F: (617) 338-6472 ► Civil Engineering ► Land Surveying ►Transportation Engineering ► Sustainable Site Consulting ► Planning ►GIS JOINT SPACING = CONTROL JOINT WIDTH OF SIDEWALK OR 6' MAX. BROOM FINISH '. •r . •.• , •« • 6x6 8/8 WWF • • •• • "' ' 4 CONCRETE •• i.• ,.a-• ' :• e.:..; ' < "::: (6"® DRIVES) a o GRAVEL BORROW (MDOT M1.03.0 TYPE "B") COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH GRAVEL BORROW CONCRETE SIDEWALK IN 6D MAYERS TYPE "B' 1 1 1 /2" HOT MIX ASPHALT TOP COURSE 2 1/2" HOT MIX ASPHALT BINDER COURSE 4" DENSE GRADED CRUSHED STONE 8" GRAVEL BORROW COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH SAND -GRAVEL COMPACTED IN 6" LAYERS HOT MIX ASPHALT PAVING (PARKING AREAS) NOT TO SCALE N 0 W � z w W w 0 C4 '�/A`Zµ 0F�{� s ST/ EVEN\ VENTRESCA CIVIL N0.46872 7/18, REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CDT.DWG SCALE:. NTS DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: CEM CHECKED BY: m W a� J J W = G Q U OUd O CLO � O a0 J (n N 00 w 0 N Ocm cc .) r- 1 1 1 /2" HOT MIX ASPHALT TOP COURSE 2 1/2" HOT MIX ASPHALT BINDER COURSE 4" DENSE GRADED CRUSHED STONE 8" GRAVEL BORROW COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL & REPLACE WITH SAND -GRAVEL COMPACTED IN 6" LAYERS HOT MIX ASPHALT PAVING (PARKING AREAS) NOT TO SCALE N 0 W � z w W w 0 C4 '�/A`Zµ 0F�{� s ST/ EVEN\ VENTRESCA CIVIL N0.46872 7/18, REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CDT.DWG SCALE:. NTS DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: CEM CHECKED BY: m W a� J J W = G w m U 0 0 N 1 SPR/DRC 7/18, REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CDT.DWG SCALE:. NTS DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: CEM CHECKED BY: C7.1 - Notts _. Monument s4a ® i 1/2" Aluminum Tube Fame Box Pointed to match: 'Black'Ak:o Nobel 0509 H-3 m A25'Aluntinumface Pointed tomatch`- 'BIoW Akin Nobel 0509 H-3. 'Red FM51955C ® Surface Aporwd Vinyl Graphics. "1"rk'ta" Arlon CafNie; 02 Wlhite {� 112'Acrtie FCO's pointed ^White^ mounted with 10.24: Studs: 1!2.9lock Acrylic -Seal`,4/ 1M922r4131 © Block, with Sw6re(Law Fngravud) Engraving Stock Mounted to Acrylk with 468 tape. 'Sean' Mounted wdiy VHB / Construction Adhesive: Notes Monument Sign (continued..} _ 0 .1 /4" Acrylic FCO"Mettto' pointed 'White' sirounted woh 6-32 Studs 0.080 ARsninum Renam troimed :•Slack' Akzo. Nobel $509 H-3 Brick 8cnre (8y Others) Standard Bridge'woler Stain Untversily Bricks, 2' Limestone (Top /Eatonn): _ Eiicasation and Corkrete'Pad :ti y 5D}, �. A' x d"x 8'-t1" Steel 7u1re !'osis, 114' wall. 1' 1 Notes Si.1 A Primary BuildingID 1 In' Alum4num Tube frame Painle4-16-match: - Blxk`' Akio Nobel #509H-3 - -:0r 125"Alum?num Fact Painted to match: *Black"Akzo Nobel#509 H-3. 'Rkd" PIAS 19515C - Q Surface Applied Vinyl Graphics 'WNW Arlon CalPlus 02 While 'Red' Arlon.CalPlos 160G :Bit. Cardinal Red 3" Specialule Fluted Past,: (Mp-4( with WR57 Bast Painted to match: 'Black"Akzo Nobel :,i`50914-3 1 1/2' Aluminum C-Chonnel Clip (mould to palm 1 1/2' ANKAum C-Chonnel Clip (mount to frome): Through Bolted with Nut and Washtrs Hardware'Pointed:'Block'AkxoNabe1 #509 H�5 ui T7 -i4 t.'srwr 7-14,74- Scale: 14 f4 Scale: 75693 13 StsccETitlo'.:_ Design - Monument Sign' --------------------------------- ..—. Project Pereloper Dssignm-._ _ C. Riptery AL Sheet Number:. G01.00 Monument Sign a 1 1/2' Alurninum Tube Frame Bax Pointed to'cscrk i-: "Block*Akm Nobel 9509 H-3 :125". Alur inum Pais Pointed to notch., "Block' Alim Nobel #509 H-3; "Red': PNS 19550: ® Surface Applied Vinyl Graphics '1Ml W ArlanColPlus 02. Whio l/r Acrylic FCO's:printed "Yfhitte" mounted v" 1044: Blvd& © 11'e Black Acrylk'3eal' w/1.14922.41$ Block with Silvor Gare (Loser Engiovedj Fngreving Stack Mounted to Avliicwith 468 Tape `Seer Mourned with VHS / Conxtiuciiion Adhesive: Notes ,-.-- Monument Sign (contimmed-) { ` _1/4'Acryic fCO-Mahn' pointed*W'hile mounted w111hb=32 Suds. _.080 Aluminum Relums painted: 'Blade" Auzo-Nobel8509 H-3 Erick Bose layOlhera). Standord Biidptafer Sic" Uniewzity Bricks - 2" Limestone'(Top / BaBam} ExaawSonond Concrete Pad (By SO) C x 4" z S.0' S"I Tube :Frets, 1/4" all NC( Desc ip1 cm ` D010 al rvkncarmn axr4 02. &tiskm 746-14 ...:78693 _. 1...4 Sheet Ttlei' Design -Monument. Sign. Pra{ncF Developer: Otrigner: C.:Ripley -AL 'Shee Number G03.00 75693 1:3 Shoo Tale: Design - Monument Sign. protect:oevclaper: IJc„ignor: C Ripley AL Sheet-Nmber::. G0200 Nitsch Engineering www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 Civil Engineering Land Surveying Transportation Engineering Sustainable Site Consulting Planning GIS CHECKED BY: C7.2 1 SPR/DRC 7/18 N REVISIONS NITSCH PROJECT # 9853 CO cc SCALE: NTS UNIONS N SURVEYOR: MS Cn O Q Q W :E Cn = Co J Q O Z 2E U CC O Q Uj O >- Q U � Z [0 Ldw Q Q Cl) Cl) O 0 W N m LU J W Z Q O C3 cc LO ti m T T CHECKED BY: C7.2 1 SPR/DRC 7/18 N REVISIONS NITSCH PROJECT # 9853 M SCALE: NTS UNIONS N SURVEYOR: MS Cn O Q Q W :E Z w LLJQ C) � LLJ Q o cc Ldw W > IH � J J W = Q F-- —C3 C3 w m � O O N CHECKED BY: C7.2 1 SPR/DRC 7/18 REV. COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 FILE: 9853CDT.DWG SCALE: NTS DATE: 06/25/2014 PROJECT MANAGER: SV SURVEYOR: MS DRAFTED BY: CEM CHECKED BY: C7.2 r- m DOUBLE WASHED nni ,moi ,rn ll BASIN GKAIt WIRE FRAME THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. THIS METHOD NOT ACCEPTABLE IN ACTIVE TRAFFIC AREAS. INLET PROTECTION 1O CATCH BASIN W/ GRAVEL NOT TO SCALE 2' MIN AREA FLOW DOUBLE WASHED CRUSHED STONE FLOW EXISTING PIPE INLET /{jjj(/(//l Ui kill FILTER FABRIC (REFER TO FILTER FABRIC DETAIL FOR .. .�INSTALLATION) .4♦1:l.. � ply,` PROPOSED RIP—RAP • • PROPOSED < CHECK DAM REFER SILT FENCE CULVERT TO DETAIL BELOW INLET PROTECTION EXISTING PIPE IIIINLET FLOW e �I SECTION A -A 12" MIN. 24" MIN Z 2 n PROPOSED RIP -RAP RIP -RAP CHECK DAM D50 STONE=6" MIN. NOT TO SCALE 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) INCLUDE OVERFLOW SILT -SAC, HYDRO-FLOGARD + PLUS CATCH BASIN INSERT, ULTRA-DRAINGUARD INSERT, OR APPROVED EQUAL DUMP LOOPS (REBAR NOT INCLUDED) FOAM 0 EXPANSI01 RESTRAIN' EXISTING CATCHBASIN SIDE VIEW INSTALLED THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS SHEET, OVERLAND OR CONCENTRATED FLOWS (NOT GREATER THAN 1 CFS). THE METHOD CAN DRAIN FLAT AREA TO STEEP SLOPES. INLET CAPACITY WILL BE DECREASED WITH THIS METHOD AND THE CONTRACTOR SHALL EXPECT PONDING DURING HIGH FLOW EVENTS. INLET PROTECTION 0 CATCH BASIN W/ SILTATION SACK NOT TO SCALE UV RESISTANT HIGH -TENACITY POLYPROPYLENE WOVEN FABRIC WOODEN FENCE POST �8' STAKES (1Y4"x1Y4"x60") O.0 SPACED MAXIMUM OF +: 8' O.C. T` SHEET PROTECTED FLOW 36" MIN. AREA EXPOSED y HEIGHT MAINTAIN 5' SEDIMENTATION STORAGE ZONE FOR SLOPES WORK TOP OF GREATER THAN 4:1 AREA GROUND EMBED FILTER NOTE: FABRIC NOT FOR MIN. 6" INTO 11 1 CONCENTRATED GROUND ii i 16"MIN. FLOWS 1L PERSPECTIVE VIEW WOODEN FENCE POST STAKES UV RESISTANT (1Y4"x1Y4"x60") SPACED MAXIMUM HIGH—TENACITY OF 8' O.C. POLYPROPYLENE WORK WOVEN FABRIC AREA 36" MIN. EXPOSED PROTECTED SHEET FLOW HEI HT AREA EMBED FILTEL_T— 16" MIN. FABRIC MIN. 6" INTO GROUND SECTION UNDISTURBED GROUND PERIMETER PROTECTION BARRIER OA SILT FENCE DETAIL NOT TO SCALE A U FILTER CONCRETE FABRIC MASONRY RUNOFF BLOCK DOUBLE ❑❑❑❑❑❑❑ WATER WITH CRUSHED `� ❑❑❑❑ ❑ SEDIMENT STONE r "1 '� WASHED ❑❑❑❑❑ \n "� CRUSHED ❑❑❑❑❑❑❑ STONE ❑❑❑❑❑❑❑ ❑EIDE]❑❑❑ \x/\� BCATCAS N" C LEI)L � GRATE SECTION A -A Bash" CONCRETECK PLAN FRAME BLOCK THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND STRUCTURE. INLET PROTECTION O3 CATCH BASIN W/ BLOCK AND GRAVEL >" ICT N TYPES OF WATTLES m • COIR (COCONUT FIBER) CO) o W STAKE WATTLES 0 COMPOST W WATTLES CONTINUOUSLY WITH TWO STRAW MAINTAIN 5' SEDIMENTATION O 1"x1"06" WOODEN STAKES a DIAMETER BASED STORAGE ZONE FOR SLOPES o 4' MAX O.C. (TYP.) FLOW/MANUFACTURE MINIMUM GREATER THAN 4:1 Z W MAINTAIN 5' SEDIMENTATION DIAMETER 12" RECOMMENDATIONS � STORAGE ZONE FOR SLOPES w 4z � GREATER THAN 4:1 AREA Lu NOTE: L �\\ COO WATTLE D zx 2' MIN. Q � U � W ow.. J 0 U O Z C Q ::D (n co N Z m LU O � m L0 a 0 6" MAX. 0 N Z '— W 2" MIN. r m LmW z coo SECTION PLAN WATTLES - SLOPE PROTECTION FOR SLOPES LESS THAN 10:1 NOT TO SCALE a 2' MIN AREA FLOW DOUBLE WASHED CRUSHED STONE FLOW EXISTING PIPE INLET /{jjj(/(//l Ui kill FILTER FABRIC (REFER TO FILTER FABRIC DETAIL FOR .. .�INSTALLATION) .4♦1:l.. � ply,` PROPOSED RIP—RAP • • PROPOSED < CHECK DAM REFER SILT FENCE CULVERT TO DETAIL BELOW INLET PROTECTION EXISTING PIPE IIIINLET FLOW e �I SECTION A -A 12" MIN. 24" MIN Z 2 n PROPOSED RIP -RAP RIP -RAP CHECK DAM D50 STONE=6" MIN. NOT TO SCALE 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) INCLUDE OVERFLOW SILT -SAC, HYDRO-FLOGARD + PLUS CATCH BASIN INSERT, ULTRA-DRAINGUARD INSERT, OR APPROVED EQUAL DUMP LOOPS (REBAR NOT INCLUDED) FOAM 0 EXPANSI01 RESTRAIN' EXISTING CATCHBASIN SIDE VIEW INSTALLED THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS SHEET, OVERLAND OR CONCENTRATED FLOWS (NOT GREATER THAN 1 CFS). THE METHOD CAN DRAIN FLAT AREA TO STEEP SLOPES. INLET CAPACITY WILL BE DECREASED WITH THIS METHOD AND THE CONTRACTOR SHALL EXPECT PONDING DURING HIGH FLOW EVENTS. INLET PROTECTION 0 CATCH BASIN W/ SILTATION SACK NOT TO SCALE UV RESISTANT HIGH -TENACITY POLYPROPYLENE WOVEN FABRIC WOODEN FENCE POST �8' STAKES (1Y4"x1Y4"x60") O.0 SPACED MAXIMUM OF +: 8' O.C. T` SHEET PROTECTED FLOW 36" MIN. AREA EXPOSED y HEIGHT MAINTAIN 5' SEDIMENTATION STORAGE ZONE FOR SLOPES WORK TOP OF GREATER THAN 4:1 AREA GROUND EMBED FILTER NOTE: FABRIC NOT FOR MIN. 6" INTO 11 1 CONCENTRATED GROUND ii i 16"MIN. FLOWS 1L PERSPECTIVE VIEW WOODEN FENCE POST STAKES UV RESISTANT (1Y4"x1Y4"x60") SPACED MAXIMUM HIGH—TENACITY OF 8' O.C. POLYPROPYLENE WORK WOVEN FABRIC AREA 36" MIN. EXPOSED PROTECTED SHEET FLOW HEI HT AREA EMBED FILTEL_T— 16" MIN. FABRIC MIN. 6" INTO GROUND SECTION UNDISTURBED GROUND PERIMETER PROTECTION BARRIER OA SILT FENCE DETAIL NOT TO SCALE A U FILTER CONCRETE FABRIC MASONRY RUNOFF BLOCK DOUBLE ❑❑❑❑❑❑❑ WATER WITH CRUSHED `� ❑❑❑❑ ❑ SEDIMENT STONE r "1 '� WASHED ❑❑❑❑❑ \n "� CRUSHED ❑❑❑❑❑❑❑ STONE ❑❑❑❑❑❑❑ ❑EIDE]❑❑❑ \x/\� BCATCAS N" C LEI)L � GRATE SECTION A -A Bash" CONCRETECK PLAN FRAME BLOCK THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND STRUCTURE. INLET PROTECTION O3 CATCH BASIN W/ BLOCK AND GRAVEL NOT TO SCALE UV RESISTANT HIGH -TENACITY POLYPROPYLENE WOVEN FABRIC 8' O.C. WOODEN FENCE POST STAKES 4' O.C. (1Y4"x1Y4"x60") (MAX.) SPACED MAXIMUM 4' HIGH MINIMU OF 8' O.C. PROTECTED I► A Nitsch Engineering A 4 www.nitschong.com J 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 CATCH F: (617) 338-6472 BASIN GRATE ► Civil Engineering ► Land Surveying ► Transportation Engineering ► Sustainable Site Consulting ► Planning ► GIS. - -OSTS 4O.C. W FENCE J >" ICT N m N H CO) o W 9" DIA. STAKED Q W WATTLES J SHEET O N FLOW Z o H O � Z W MAINTAIN 5' SEDIMENTATION O � STORAGE ZONE FOR SLOPES WORK � GREATER THAN 4:1 AREA Lu NOTE: L COO NOT FOR CONCENTRATED FLOWS CD NOT TO SCALE UV RESISTANT HIGH -TENACITY POLYPROPYLENE WOVEN FABRIC 8' O.C. WOODEN FENCE POST STAKES 4' O.C. (1Y4"x1Y4"x60") (MAX.) SPACED MAXIMUM 4' HIGH MINIMU OF 8' O.C. PROTECTED I► A Nitsch Engineering A 4 www.nitschong.com J 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 CATCH F: (617) 338-6472 BASIN GRATE ► Civil Engineering ► Land Surveying ► Transportation Engineering ► Sustainable Site Consulting ► Planning ► GIS. - -OSTS 4O.C. W FENCE J >" ICT N m N H CO) o W Q W Itt J co O N O Z o H O � Z W � Lu O � v C � a Lu O L COO o } CD Q � U � W ow.. J 0 U O Z C Q ::D (n co N Z m LU O � m L0 a 0 0 N Z '— W r m LmW coo 36" MIN. AREA U ELEVATION U Js'`y "= EXPOSED o STEVEN N HEIGHT TOP RAIL o VENTRESCA CIVIL m No. 46872 TOP OF CORNER, END OR WIND SCREEN q 9FG 7Ep�° 6. GROUNDS LINE POSTS o r �E LI`►� TYPES OF WATTLES EMBED FILTER " • COIR (COCONUT FIBER) FABRIC u I 16 MIN. • COMPOST MIN. 6" INTO • STRAW GROUND LL -i PERSPECTIVE VIEW UV RESISTANT HIGH -TENACITY WOODEN FENCE POST POLYPROPYLENE WOVEN FABRIC STAKES (1Y4"x1Y4"x60") STAKE WATTLES CONTINUOUSLY SPACED MAXIMUM OF WITH TWO 1 "x1 "x36" WOODEN 8' O.C. STAKES 4' MAX O.C. 36" MIN. WORK AREA EXPOSED SHEET FLOW HEI HT PROTECTED AREA EMBED FILTE� 16" MIN. FABRIC MIN. 6" INTO UNDISTURBED GROUND SECTION GROUND PERIMETER PROTECTION BARRIER SILT FENCE DETAIL WITH WATTLES NOT TO SCALE FILTER FABRIC (4' HIGH MINIMUM) r � 1'y 0 1" WASH FILTER FABRIC BURIED 4" — CONCRETE FOOTING i7 m 1 SPR/DRC 7/18/14 (2500 PSI) ih REV. COMMENTS DATE REVISIONS 1 i 10" DIA."®CORN® LINE ER POSTS OR 1 -4 NITSCH PROJECT # 9853 OR END POSTS SECTION FILE: 9853CEC-DT.DWG SCALE: NTS 1. CHAINLINK FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. DATE: 06/25/2014 PROJECT MANAGER: JJA 2. FILTER FABRIC SHALL BE FASTENED SECURELY TO CHAINLINK FENCE WITH TIES SPACED SURVEYOR: MS HORIZONTALLY 24" AS THE TOP AND MIDSECTION. DRAFTED BY: CEM CHECKED BY: 3. WHEN TWO SECTIONS OF FILTER FABIRC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN SEDIMENT BUILD-UP REACHES 50% OF THE HEIGHT OF THE FILTER FABRIC. 5. MAINTENANCE OF SILT FENCE SHALL BE RECORDED TO IN THE SWPPP EROSION CONTROL BARRIER :41 IPFR RII T FFNl C900 NOT TO SCALE >" ICT N m N CO) o Q W Z H O W � Lu Saoo F.. w CO3 m a Lu W Q � J J W = C m 0 0 0 N 36" MIN. AREA U ELEVATION U Js'`y "= EXPOSED o STEVEN N HEIGHT TOP RAIL o VENTRESCA CIVIL m No. 46872 TOP OF CORNER, END OR WIND SCREEN q 9FG 7Ep�° 6. GROUNDS LINE POSTS o r �E LI`►� TYPES OF WATTLES EMBED FILTER " • COIR (COCONUT FIBER) FABRIC u I 16 MIN. • COMPOST MIN. 6" INTO • STRAW GROUND LL -i PERSPECTIVE VIEW UV RESISTANT HIGH -TENACITY WOODEN FENCE POST POLYPROPYLENE WOVEN FABRIC STAKES (1Y4"x1Y4"x60") STAKE WATTLES CONTINUOUSLY SPACED MAXIMUM OF WITH TWO 1 "x1 "x36" WOODEN 8' O.C. STAKES 4' MAX O.C. 36" MIN. WORK AREA EXPOSED SHEET FLOW HEI HT PROTECTED AREA EMBED FILTE� 16" MIN. FABRIC MIN. 6" INTO UNDISTURBED GROUND SECTION GROUND PERIMETER PROTECTION BARRIER SILT FENCE DETAIL WITH WATTLES NOT TO SCALE FILTER FABRIC (4' HIGH MINIMUM) r � 1'y 0 1" WASH FILTER FABRIC BURIED 4" — CONCRETE FOOTING i7 m 1 SPR/DRC 7/18/14 (2500 PSI) ih REV. COMMENTS DATE REVISIONS 1 i 10" DIA."®CORN® LINE ER POSTS OR 1 -4 NITSCH PROJECT # 9853 OR END POSTS SECTION FILE: 9853CEC-DT.DWG SCALE: NTS 1. CHAINLINK FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. DATE: 06/25/2014 PROJECT MANAGER: JJA 2. FILTER FABRIC SHALL BE FASTENED SECURELY TO CHAINLINK FENCE WITH TIES SPACED SURVEYOR: MS HORIZONTALLY 24" AS THE TOP AND MIDSECTION. DRAFTED BY: CEM CHECKED BY: 3. WHEN TWO SECTIONS OF FILTER FABIRC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN SEDIMENT BUILD-UP REACHES 50% OF THE HEIGHT OF THE FILTER FABRIC. 5. MAINTENANCE OF SILT FENCE SHALL BE RECORDED TO IN THE SWPPP EROSION CONTROL BARRIER :41 IPFR RII T FFNl C900 NOT TO SCALE TIE WIRES ® A TOP GUY WIRE U ELEVATION TOP GUY WIRE FENCE FABRIC CORNER, END OF LINE POSTS GREEN WIND SCREEN' FIN. GRD. DRIVEN PI MIN 3' DEF II ®A U FYP. FENCE HEIGHT FO BE 8'-0" UNLESS )THERWISE SPECIFIED. INTER IY WIRE SECTION A -A CONSTRUCTION FENCE AND GATE NOTES 1. FABRIC SHALL BE 0.148" WIRE, WOVEN INTO APPROXIMATELY 2" DIAMOND MESH. 2. THE FENCE FABRIC SHALL BE ZINC COATED STEEL OR ALUMINUM COATED STEEL. 3. FENCE POSTS SHALL RECEIVE THE SAME COATING AND TREATMENT AS THE FENCE FABRIC (DESCRIBED ABOVE). 4. THE CONTRACTOR SHALL ADD A GREEN WIND SCREEN 5. UNE POSTS SHALL BE 2�6" O.D. END OR CORNER POSTS SHALL BE 3" O.D. 6. THE CONTRACTOR IS RESPONSIBLE FOR SURFACE RESTORATION ONCE THE FENCE IS REMOVED. 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY CONSTRUCTION FENCE AT THE CONCLUSION OF THE PROJECT. CHAIN LINK CONSTRUCTION FENCE POST IN 2000 PSI CONCRETE - 12" NOT TO SCALE GATE PLAN 24' TIE WIRES ELEVATION TOP RAIL FENCE FABRIC - CORNER, END OR LINE POSTS BALLAST BASE - SEE DETAIL a SECTION A -A A CENTER 00 RAIL 24 DIAMETER CORNER, END OR SONOTUBE LINE POST .da, 0' MIN. ". CONCRETE BASE 4000 PSI BALLAST BASE GATE PLAN 12' ** PER MANUFACTURER'S RECOMMENDATIONS POST IN 2000 12" PSI CONCRETE SINGLE GATE ELEVATION 12' WIDE EMERGENCY GATE NOT TO SCALE NOTES 1. END, GATE AND CORNER POSTS SHALL BE BRACED TO ADJACENT LINE POSTS. (MORE THAN 30 CHANGE IN DIRECTION CONSTITUTES A CORNER) 2. FABRIC SHALL BE 0.148" GAUGE MIN. WIRE, WOVEN INTO APPROXIMATELY 2" DIAMOND MESH. 3. ZINC -COATED STEEL FABRIC BASE METAL SHALL BE COATED WITH PRIME WESTERN SPELTER OR EQUAL. 4. ALUMINUM COATED STEEL FABRIC BASE METAL SHALL BE COATED WITH ALUMINUM ALLOY. 5. LINE POSTS SHALL BE 2%" O.D. END OR CORNER POSTS SHALL BE 3" O.D. 6. THE CONTRACTOR IS RESPONSIBLE FOR SURFACE RESTORATION ONCE THE FENCE IS REMOVED. 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY CONSTRUCTION FENCE AT THE CONCLUSION OF THE PROJECT. TEMPORARY CONSTRUCTION CHAIN LINK FENCE WITH BALLAST BASE 12" DOUBLE GATE ELEVATION 12" 24' WIDE DOUBLE GATE NOT TO SCALE NOT TO SCALE HORIZONTAL TRACKING STAGGER JOINTS WATTLE SPACING TABLE SLOPE MAX. SPACING 1:1 10'-0" 2:1 20'-0" 3:1 30'-0" 4:1 40'-0" SPACING VARIES (TYP.) SEE WATTLE SPACING TABLE to M �I OTES: INSTALLATION 1. PREPARE SOIL BEFORE INSTALLING EROSION CONTROL BLANKETS (ECB's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE ECB's IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING PORTION OF ECB's BACK OVER SEED AND COMPACTED SOIL. SECURE ECB's OVER COMPACTED SOIL WITH A ROW OF STAKES/STAPLES SPACED ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATIONS ACROSS THE WIDTH OF THE ECB's. 3. ROLL THE ECB's DOWN (A) OR HORIZONTALLY (B) ACROSS THE SLOPE. ECB's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL ECB's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAKES/STAPLES IN APPROPRIATE LOCATIONS AS SHOWN ON THE STAKE/STAPLE PATTERN GUIDE. 4. THE EDGES OF PARALLEL ECB's MUST BE STAKED/STAPLED WITH OVERLAP DEPENDING ON ECB's TYPE. SEE THE MANUFACTURER'S RECOMMENDATIONS. 5. CONSECUTIVE ECB's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN OVERLAP (SEE THE MANUFACTURER'S RECOMMENDATIONS). STAKE/STAPLE THROUGH OVERLAPPED AREA, ACROSS ENTIRE ECB's WIDTH PER MANUFACTURER'S RECOMMENDATIONS. 6. IN LOOSE SOIL CONDITIONS, THE USE OF STAKE OR STAPLE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE ECB's. 7. THE CONTRACTOR SHALL FOLLOW ALL INSTALLATION INSTRUCTIONS AS RECOMMENDED BY THE MANUFACTURER. TEMPORARY EROSION CONTROL BLANKET FOR STEEP SLOPES DETAIL NOT TO SCALE SHOULDER WOODEN STAKE (TYP.) ;0� rirnt�'ririr/r, rrr, rrrr rrrir� `r�. w,P i rrrr, rrr, WATTLE ' irrrrrr�rG rir irirrrrrriiiir TRENCH zx �rfrfin!irf: frjf N - COIR FIBER WATTER �D MATTING E "")ERT A -.DGE OF 'AVEMENT WOOD N STAKE (TYP.) _NNII z ISOMETRIC VIEW PLAN VIEW TYPICAL SECTION WATTLE DETAIL 2' (MAX.) STAKE SLOPE NATURAL GROUND T SEDIMENT TRAPPING AREA (TYP.) SPACING VARIES (TYP.)N SEE WATTLE n - 2' DOWNSLOPE SPACING TABLE MATTING STAKE CROSS SECTION WATTLE -SEE DETAIL VEE DITCH 2 IN. 2' UPSLOPE STAKE NATURAL ., \1 �%Y}" � WATTLE SLOPE PROTECTION NOTES: '- GROUND T m 1. SECURELY KNOT EACH END OF WATTLE. ABUT �`1 %�✓ r' :.. ADJACENT WATTLES TIGHTLY, END TO END, WITHOUT SECTION A OVERLAPPING THE ENDS. MATTING 2. PILOT HOLES MAY BE DRIVEN THROUGH THE WATTLES AND INTO THE SOIL WHEN SOIL CONDITIONS REQUIRE TYPES OF WATTLES CROSS SECTION 3. WATTLES SHALL BE INSPECTED REGULARLY, AND COIR (COCONUT FIBER) TRAPEZOIDAL DITCI- IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF, a COMPOST TO ENSURE THEY REMAIN THOROUGHLY ENTRENCHED a STRAW AND IN CONTACT WITH THE SOIL. 4. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO EROSION CONTROL BARRIER OD FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. WATTLES - STEEP SLOPE PROTECTION NOT TO SCALE 2' DOWNSLOPE STAKE ** ** 50' MIN EXISTING PUBLIC RIGHT-OF-WAY r5-1 Nitsch Engineering 8" MIN MOUNTABLE BERM g (OPTIONAL) EXISTING GROUND FILTER FABRIC SIDE ELEVATION www.nitschong.com 2 Center Plaza, Suite 430 PROVIDE APPROPRIATE Boston, MA 02108 TRANSITION BETWEEN STABILIZED ORANGE SAFETY FENCING CONSTRUCTION ENTRANCE AND T: (617) 338-0063 RUNNING ENTIRE LENGTH PUBLIC RIGHT-OF-WAY OF STONE (TYP.) _ F: (617) 338-6472 50' MIN. wasHRACK* 0 ► Civil Engineering (OPTIONAL) r�A 3 z ► Land Surveying ► Transportation Engineering '_-.., ► Sustainable Site Consulting � �vIIN. � ►Planning _ EXISTING N PAVEMEN ► GIS L -A ,a ORANGE SAFETY FENCING 0 RUNNING ENTIRE LENGTH ie POSITIVERD AINAGE TO z OF STONE (TYP.) SEDIMENT TRAPPING EXISTING GROUND DEVICE ON SITE. PLAN VIEW 12' MIN* (ONE WAY) 24' MIN* (TWO WAY) * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPEF " SECTION A -A V-7" (MIN.) "MIN. c. IV J JIVIVL �'jURSE AGGREGATE (TYP.) SECTION B -B CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" TO 3" STONE. 2. LENGTH - GREATER THAN OR EQUAL TO 50 FEET 3. THICKNESS - 8" 4. WIDTH - TWELVE FOOT MINIMUM (ONE WAY), TWENTY FOUR FOOT MINIMUM (TWO WAY), BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM SHALL BE PERMITTED. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE J_ H c\j Q 0 W W J CD Z No W Q Z Q LU Q O C..D � Fr m Z 11 Q ::D 0 > Ci y a� p J = L) J W 0 m 10 ¢ U o Cn Z � w a=C cn N m W O m � il- O LO a � ti Z �- T CCW G im W STEVEN ` VENTRESCA CIVIL No.46872 . 1 ISPR/DRC 7/18/14 REV. I COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 SCALE: NTS DATE: 06/25/2014 PROJECT MANAGER: JJA SURVEYOR: MS DRAFTED BY: CEM CHECKED BY C9.1 H c\j 0 W Z Fw-- W oo Q LU Q w cc cc CO Fr m w w W > a� J J W = c � w m CD 0 CD N STEVEN ` VENTRESCA CIVIL No.46872 . 1 ISPR/DRC 7/18/14 REV. I COMMENTS DATE REVISIONS NITSCH PROJECT # 9853 SCALE: NTS DATE: 06/25/2014 PROJECT MANAGER: JJA SURVEYOR: MS DRAFTED BY: CEM CHECKED BY C9.1 CA PLANT SCHEDULE NOTES: CLETHRA ALNIFOLIA (SWEETDECIDUOUS 4-8'/6-8' SHRUB WITH WHITE BLOOMS IN SUMMER AND YELLOW FALL FOLIAGE; GROWS HEIGHT/SPREAD DESCRIPTION AAr SYMBOL QTY. SIZE PLANT NAME HEIGHT/SPREAD DESCRIPTION 1. THE MASSACHUSETTS STORMWATER HANDBOOK RECOMMENDS ONE TREE SHRUB PER 50 SQUARE FEET OF 3" CALIPER (SERVICEBERRY) 15-2515-25' / IN FULL SUN TO PARTIAL SHADE THE BIORETENTION AREA, AND AT LEAST 3 SPECIES EACH OF HERBACEOUS PERENNIALS AND SHRUBS. 2. THIS CONCEPT ADOPTS AND EXCEEDS THIS STANDARD; THE BIORETEN11ON AREAS CONTAIN OVER THE w 2 TREES AND SHRUBS - RAIN GARDENS LAFAR°X� MINIMUM AMOUNT OF TREES/SHRUBS, AND THERE ARE AT LEAST THREE SPECIES OF WOODY PLANTS IN EACH AREA. THE BIORETENTION AREAS ARE SEEDED WITH A SEED/ FORB MIX COMPRISING SEDGES, GRASSES, AND DECIDUOUS SPREADING SHRUB WITH WHITE 3" AMELANCHIER ARBOREA/CANADENSIS 18-24" DECIDUOUS SMALL TREE WITH WHITE FLOWERS AAr 10 CALIPER (SERVICEBERRY) 15-25'15-25' / (APRIL -MAY) AND RED FALL FOLIAGE; GROWS IN FULL SUN AT LEAST THREE SPECIES OF PERENNIALS (SEED MIX EXAMPLE DESCRIBED IN PLANT SCHEDULE). o Q GROWS IN FULL SUN TO PART SHADE > C.1)v y SHADE TO PART SHADE o 3. A LAWN ALTERNATIVE SEED MIX IS PROPOSED FOR AREAS THAT ARE NOT LANDSCAPED. AN EXAMPLE HAS Q U SEMI -EVERGREEN UPRIGHT AND OPENLY 3" AGER RUBRUM (RED MAPLE) uP To so'/15' 2-3' AR 9 CALIPER 'ARMSTRONG' OR 'COLUMNARE' (CULTIVAR) DECIDUOUS TREE; GROWS IN FULL SUN BEEN DESCRIBED IN THE PLANT SCHEDULE. THIS ALTERNATIVE WILL REQUIRE MINIMAL INPUTS AND MOWING. �c o 5. ALL PLANTS ARE TO BE INSTALLED PER STANDARD SPECIFICATIONS. COMPTONIA PEREGRINA FULL SUN TO PART SHADE JV 7 DECIDUOUS AND LEGGY SHRUB WITH WHITE AA 62 4-6' ARONIA ARBUIIFOLIA (CHOKEBERRY) 6-10'/3-5' BLOOMS IN SPRING AND BRIGHT RED FALL 6. SEED MIXES SHOULD BE APPLIED AS RECOMMENDED BY SOURCE. G0 p 3" QUERCUS PALUSTRIS PILLAR IN IN RAIN GARDEN; 'GREEN DECIDUOUS TREE WITH COPPER TO RED FALL 3" CALIPER FOLIAGE; GROWS IN FULL SUN TO PART SHADE; 7. INSTALL DRIP IRRIGATION SYSTEM IN PLANTED AREAS IN ORDER TO WATER PLANTINGS FOR A YEAR (OR DECIDUOUS TREE WITH BRIGHT RED FALL r PILLAR IS FOLIAGE; GROWS IN FULL SUN TOLERATES DROUGHT AND FLOOD CONDITIONS THROUGH ESTABLISHMENT). o 15' WIDE) RESTORATION MIX: FESTUCA RUBRA TREES AND SHRUBS (OUTSIDE OF RAIN GARDENS) CT 9 3" CALIPER CHAMAECYPMITARIS TCEDAR) (ATLANTIC WHITE CEDAR) UP TO 50'/10-20' EVERGREEN TREE; GROWS IN FULL SUN DECIDUOUS SMALL TREE WITH WHITE FLOWERS (APRIL -MAY) AND RED FALL FOLIAGE; GROWS CA 55 18-24" CLETHRA ALNIFOLIA (SWEETDECIDUOUS 4-8'/6-8' SHRUB WITH WHITE BLOOMS IN SUMMER AND YELLOW FALL FOLIAGE; GROWS HEIGHT/SPREAD DESCRIPTION AAr 6 PEPPERBUSH/SUMMERSWEET) AMELANCHIER ARBOREA/CANADENSIS ' DECIDUOUS SMALL TREE WITH WHITE FLOWERS O 3" CALIPER (SERVICEBERRY) 15-2515-25' / IN FULL SUN TO PARTIAL SHADE C7 2 Q IN FULL SUN TO PARTIAL SHADE DECIDUOUS SPREADING SHRUB WITH WHITE IV 48 18-24" ILEX VERTICILLATA (WINTERBERRY) 3-12'/3-12' FLOWERS AND BRIGHT RED FALL FOLIAGE; 1 GAL COMPTONIA PEREGRINA (SWEETFERN) 2-4'/4' APPEARANCE; GROWS IN FULL SUN TO PARTIAL < Q GROWS IN FULL SUN TO PART SHADE > C.1)v y SHADE H MYRICA PENSYLVANICA (NORTHERN Q U SEMI -EVERGREEN UPRIGHT AND OPENLY MP 25 2-3' BAYBERRY) 5-10'/5-10 SPREADING MULTI -STEMMED SHRUB; GROWS IN DECIDUOUS SMALL SHRUB; SHADE TOLERANT N W COMPTONIA PEREGRINA FULL SUN TO PART SHADE JV 7 3' CALIPER JUNIPERUS VIRGINIANA 'EMERALD 20'/6' 75/40' (SMALLER rY QB 8 3" QUERCUS PALUSTRIS PILLAR IN IN RAIN GARDEN; 'GREEN DECIDUOUS TREE WITH COPPER TO RED FALL 3" CALIPER QUERCUS COCCINEA (SCARLET OAK) 50-70'/40-50' DECIDUOUS TREE WITH BRIGHT RED FALL r PILLAR IS FOLIAGE; GROWS IN FULL SUN FOLIAGE; GROWS IN FULL SUN 15' WIDE) RESTORATION MIX: FESTUCA RUBRA TREES AND SHRUBS (OUTSIDE OF RAIN GARDENS) AAr 12 3" CALIPER AMELANCHIER ARBOREA/CANADENSIS' (SERVICEBERRY) 15-25 / 15-25' DECIDUOUS SMALL TREE WITH WHITE FLOWERS (APRIL -MAY) AND RED FALL FOLIAGE; GROWS TBD SA D EXAMPLE AT WILD RYE (ELYMUS CANADENSIS), N/A SITES. EXAMPLE: NEW ENGLAND EROSION IN FULL SUN TO PART SHADE 3-4 LBS/1000 LITTLE BLUESTEM (SCHIZACHYRIUM CONTROL/RESTORATION MIX FOR DRY SITES DECIDUOUS SHRUB WITH WHITE BLOOMS IN SCOPARIUM), ETC. AA 12 4-6' ARONIA ARBUTIFOLIA (CHOKEBERRY) 6-10'/3-5' SPRING AND BRIGHT RED FALL FOLIAGE; GROWS IN FULL SUN TO PART SHADE; TOLERATES DROUGHT AND FLOOD CONDITIONS AR 7 3" CALIPER ACER RUBRUM (RED MAPLE) 'ARMSTRONG' OR 'COLUMNARE' UP TO 60'/15' (CULTIVAR) DECIDUOUS TREE; GROWS IN FULL SUN CLETHRA ALNIFOLIA (SWEET I DECIDUOUS SHRUB WITH WHITE BLOOMS IN PLANT SCHEDULE: RESTORATION AREA SYMBOL QTY. SIZE PLANT NAME HEIGHT/SPREAD DESCRIPTION AAr 6 AMELANCHIER ARBOREA/CANADENSIS ' DECIDUOUS SMALL TREE WITH WHITE FLOWERS O 3" CALIPER (SERVICEBERRY) 15-2515-25' / (APRIL -MAY) AND RED FALL FOLIAGE; GROWS C7 2 Q IN FULL SUN TO PARTIAL SHADE � LU Q. DECIDUOUS SHRUB WITH FERN -LIKE CP 44 1 GAL COMPTONIA PEREGRINA (SWEETFERN) 2-4'/4' APPEARANCE; GROWS IN FULL SUN TO PARTIAL < Q W > C.1)v y SHADE H 0 Q U GAYLUSSAGA BACCATA (BLACK GB 57 2-3' HUCKLEBERRY) - CAN REPLACE WITH 1-3'/1-'3 DECIDUOUS SMALL SHRUB; SHADE TOLERANT N W COMPTONIA PEREGRINA JV 7 3' CALIPER JUNIPERUS VIRGINIANA 'EMERALD 20'/6' EVERGREEN TREE WITH VIVID BLUE FRUIT IN rY m SENTINEL' (EASTERN RED CEDAR) FALL/WINTER; GROWS IN FULL SUN QC 4 3" CALIPER QUERCUS COCCINEA (SCARLET OAK) 50-70'/40-50' DECIDUOUS TREE WITH BRIGHT RED FALL r FOLIAGE; GROWS IN FULL SUN SEED (COLONIAL RESTORATION MIX: FESTUCA RUBRA (CREEPING RED FESCUE), CANADA SEED MIX FOR RECENTLY DISTURBED DRY N/A TBD SA D EXAMPLE AT WILD RYE (ELYMUS CANADENSIS), N/A SITES. EXAMPLE: NEW ENGLAND EROSION 3-4 LBS/1000 LITTLE BLUESTEM (SCHIZACHYRIUM CONTROL/RESTORATION MIX FOR DRY SITES SF) SCOPARIUM), ETC. FROM NEW ENGLAND WETLAND PLANTS INC. LstiR CBND CH FND do 0 F2U �EgI�GLF s1 G CA l AuE 01t gE�� y411 O !kG o r . CBND DISK FND moo. 10 i rQ / 0 X �2 0 CA 4 18-24 PEPPERBUSH/SUMMERSWEET) 4-8 /6-8 SUMMER AND YELLOW FALL FOLIAGE; GROWS � IN FULL SUN TO PART SHADE cs IG 4 2-3' ILEX GLABRA (INKBERRY) 5-8'/5-8' EVERGREEN SHRUB; GROWS IN FULL SUN TO PART SHADE b VA 6 3-4' VIBURNUM A UB WITH BRILLIANT VEBUR UM) ERIFOLIUM (MAPLELEAF 4-6'/4-6' DALL COLOR; UGROWS OUS RN SUN AND SHADE 'ERENNIALS, GRASSES, AND GROUNDCOVERS (OUTSIDE OF RAIN GARDENS) ANDROPOGON GERARDII(BIGA WARM SEASON ORNAMENTAL GRASS WITH V v AG 11 2 GAL BLUESTEM) 4-8'/4-5' FLUFFY SEED HEADS IN SUMMER AND FALL AND RED FALL FOLIAGE; GROWS IN FULL SUN q1 t ASCLEPIAS TUBEROSA PERENNIAL WITH ORANGE FLOWERS SEN ® l AT 10 1 GAL (BUTTERFLYWEED) 1-2'/1-2' JULY -AUGUST GNP\N LNK 5 O( O AU 6 1 GAL ARCTOSTAPHYLOS UVA-URSI EVERGREEN GROUNDCOVER WITH WHITE 6-12TALL " (BEARBERRY) FLOWERS IN MAY; GROWS IN FULL SUN ECHINACEA PURPUREA (PURPLEPERENNIAL WITH PURPLE BLOOMS rLU . GEO MP 0. EP 10 1 GAL 2-5'/ 2' t CONEFLOWER) JUNE -AUGUST a �GREiE 8 AR JH JUNIPERUS HORITZONTALIS 'BAR 1'/6' EVERGREEN GROUNDCOVER; SALT TOLERANT, A k 8 12-15" HARBOR' (CREEPING JUNIPER) FAST -GROWER; FULL SUN 5�� ��{ � � � a � i� �Yn• ,�`;� ' ' i r LP 1/4 LB. SEED LUPINUS PERENNIS (LUPINE) 1.5'/1' PERENNIAL WITH PURPLE FLOWERS JUNE -JULY RUDBECKIA TRILOBA (BROWNEYED RT 24 1 GAL SUSAN) 2-5'/1' PERENNIAL WITH YELLOW BLOOMS JUNE -SEPT BIORETENION AREA MIX: ° / \ \ ELYMUS VIRGINICUS (VIRGINIA WILD SEED MIX FOR BIORETENTION BASINS THAT RYE), FESTUCA RUBRA (CREEPING STABILIZES GROUND QUICKLY AND SEED (NEWP RED FESCUE), SCHIZACHYRIUM INCORPORATES GRASSES SEDGES, AND AT 222 ® MP u l N/A EXAMPLE APPLIED SCOPARIUM (LITTLE BLUESTEM), N/A LEAST THREE SPECIES OF PERENNIALS. -""�� 1 l AT 35 LBS./ACRE) CAREX VULPINOIDEA (FOX SEDGE), GENERALLY HYDROSEEDED%EXAMPLE: NEW a ASTER NOVAE-ANGLIAE (NEW ENGLAND EROSION CONTROL RESTORATION MIX ENGLAND ASTER), EUPATORIUM FOR DETENTION BASINS AND MOIST SITES, PERFOLIATUM (BONESET), ETC.) FROM NEW ENGLAND WETLAND PLANTS INC. M - e- / l SEED AS OONO ,2 \ AR OR Q DESCRIBED LAWN ALTERNATIVE MIX: >' ��Rp OR ANO ti (COLONIAL SEED DESCHAMPSIA FLEXUOSA (COASTAL SEED MIX FOR LOW MAINTENANCE LAWNS AND GE TRIC OOX N A HAIR GRASS FESTUCA OVINA N/A COASTAL AREAS. TOLERANT OF EXTREME EEO / EXAMPLE APPLIED )• DROUGHT. EXAMPLE: HARMONY FROMn AAr AT 3-4 LBS/1000 (SHEEP FESCUE), COMREQ HARD X BLUE COLONIAL SEED COMPANY X P A l ��O SF) ^ PANt CA m 15,6 pOSEp\ti��� 0 0 A5.91) CP 0 c,- 'j , IV AAr ® IG «�� a i VA n Go �� G A it -AA N �22,I EP a ASE -E SE CA o� 4 A r \ CA 0 ooNCRE�� OS i �1 AG - ti SNF/ / m 3 r T \ cl-�S ` ® SEED NON-LANDSCAPE4#REAS�WITH MP ��� DROUGHT-TOLERANTEILAWN •.' i Ln ALTERIt r -0111, kho � ®� 'l~� (EXAMPLE IN PLANT SCHED`U^LE) R G �� ^ AA Q, AI -SEED RESTORA LON AREA WITH RESTORATIV(N MIX 0.{ GB ��CONSIDER PLANTING AFTER NEW TREES BEGIN TOP ODUCE SHADE) _QC N JV Nitsch Engineering www.nitschong.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 Civil Engineering Land Surveying Transportation Engineering Sustainable Site Consulting Planning GIS �R. � I,F�,PO9G 1 1 SPR RC 7/18/14 a CO. Oi 4 ::• a �� l {I AGI I ® pj FjO�i �C� REV. COMMENTS DATE y 3' W00 I: I ll,� S, nj�' REVISIONS r o T �� DS p2; Doo N 0 r¢�'�� 1 )�pAPA\jENEA��~1 AULP (SEED) 6 ,o U l MP AA A '� / RE1hFORGE� FA r� NITSCH PROJECT # 9853 EDGE, �PFILE: 9853-LA.DWG SCALE: 1"=20' i DATE: 07/15/2014 PROJECT MANAGER: SV SURVEYOR: MS '•' '�//I\ ! DRAFTED BY: KSC r CHECKED BY: CA i AR OR CT P>� '0100.00 HT i ini LIVI F— CD i9 N W O Q C7 2 Q 11 � LU Q. Q 0 W U m CL O O < Q W > C.1)v y C H 0 Q U O c/)Z J a = Co J (n m N W F- O O rY m L0 ti T r 1 1 SPR RC 7/18/14 a CO. Oi 4 ::• a �� l {I AGI I ® pj FjO�i �C� REV. COMMENTS DATE y 3' W00 I: I ll,� S, nj�' REVISIONS r o T �� DS p2; Doo N 0 r¢�'�� 1 )�pAPA\jENEA��~1 AULP (SEED) 6 ,o U l MP AA A '� / RE1hFORGE� FA r� NITSCH PROJECT # 9853 EDGE, �PFILE: 9853-LA.DWG SCALE: 1"=20' i DATE: 07/15/2014 PROJECT MANAGER: SV SURVEYOR: MS '•' '�//I\ ! DRAFTED BY: KSC r CHECKED BY: CA i AR OR CT P>� '0100.00 HT i ini LIVI F— m N W 2 Z W j LU fs� o 0 w C13 m w cc Ld W > a� J J Wcz = LLJ m (.7 O O N 1 1 SPR RC 7/18/14 a CO. Oi 4 ::• a �� l {I AGI I ® pj FjO�i �C� REV. COMMENTS DATE y 3' W00 I: I ll,� S, nj�' REVISIONS r o T �� DS p2; Doo N 0 r¢�'�� 1 )�pAPA\jENEA��~1 AULP (SEED) 6 ,o U l MP AA A '� / RE1hFORGE� FA r� NITSCH PROJECT # 9853 EDGE, �PFILE: 9853-LA.DWG SCALE: 1"=20' i DATE: 07/15/2014 PROJECT MANAGER: SV SURVEYOR: MS '•' '�//I\ ! DRAFTED BY: KSC r CHECKED BY: CA i AR OR CT P>� '0100.00 HT i ini LIVI NOTES 1.) THIS DOCUMENT IS AN INSTRUMENT OF SERVICE OF NITSCH ENGINEERING. IT IS ISSUED TO BRIDGEWATER STATE UNIVERSITY FOR PURPOSES RELATED DIRECTLY AND SOLELY TO NITSCH ENGINEERING'S SCOPE OF SERVICES UNDER CONTRACT WITH BRIDGEWATER STATE UNIVERSITY FOR MACARTHUR SCHOOL. ANY USE OR REUSE OF THIS DOCUMENT FOR ANY REASON BY ANY PARTY FOR PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID CONTRACT AND PROJECT SHALL BE AT THE USER'S SOLE AND EXCLUSIVE RISK AND LIABILITY, INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT LAWS, UNLESS WRITTEN AUTHORIZATION IS GIVEN THEREFOR BY NITSCH ENGINEERING. 2.) THE PURPOSE OF THIS PLAN IS TO SHOW TOPOGRAPHY AS THE RESULT OF AN ON -THE -GROUND INSTRUMENT SURVEY OCCURRED AUGUST 2013. 3.) HORIZONTAL COORDINATES REFER TO MASSACHUSETTS STATE PLANE, NORTH AMERICAN DATUM OF 1983 #200-26 (NAD83). GYW - 18.5 4.) ELEVATION REFERS TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 5.) THE INFORMATION CONTAINED ON THE DISK OR ELECTRONIC DRAWING FILE ACCOMPANYING THIS PLAN MUST BE COMPARED TO THE SEALED AND SIGNED HARD COPY OF THE PLAN TO ENSURE THE ACCURACY OF ALL INFORMATION AND TO ENSURE NO CHANGES, ALTERATIONS, OR MODIFICATIONS HAVE BEEN MADE. RELIANCE SHALL NOT BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER ELECTRONIC MEANS UNLESS FIRST 16x98 COMPARED TO THE ORIGINAL SEALED DOCUMENT ISSUED AT THE TIME OF THE SURVEY. DUE TO THE CRITICAL NATURE OF SURVEYING, DATA ACQUISITION, AND AUTOCAD PLAN DEVELOPMENT, IF CRITICAL DIMENSIONAL INFORMATION IS NEEDED AND IS NOT SPECIFICALLY SHOWN ON THE ELECTRONIC DRAWING FILE, PLEASE CONTACT NITSCH ENGINEERING. UTILITY INFORMATION STATEMENT 1 1. THE SUB -SURFACE UTILITY INFORMATION SHOWN HEREON IS COMPILED BASED ON FIELD SURVEY INFORMATION, RECORD INFORMATION AS SUPPLIED BY THE APPROPRIATE UTILITY COMPANIES, AND PLAN INFORMATION SUPPLIED BY THE CLIENT, IF ANY; THEREFORE WE CANNOT GUARANTEE THE ACCURACY OF SAID COMPILED SUB -SURFACE INFORMATION TO ANY CERTAIN DEGREE OF STATED TOLERANCE. ONLY PHYSICALLY LOCATED SUB -SURFACE UTILITY FEATURES FALL WITHIN NORMAL STANDARD OF CARE ACCURACIES. 2. THE LOCATIONS OF UNDERGROUND PIPES, CONDUITS, AND STRUCTURES HAVE BEEN DETERMINED FROM SAID INFORMATION, AND ARE APPROXIMATE ONLY. COMPILED LOCATIONS OF ANY UNDERGROUND STRUCTURES, NOT VISIBLY OBSERVED AND LOCATED, CAN VARY FROM THEIR ACTUAL LOCATIONS. 3. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. 4. THE STATUS OF UTILITIES, WHETHER ACTIVE, ABANDONED, OR REMOVED, IS AN UNKNOWN CONDITION AS FAR AS OUR COMPILATION OF THIS INFORMATION. 5. IT IS INCUMBENT UPON INDIVIDUALS USING THIS INFORMATION TO UNDERSTAND THAT COMPILING UTILITY INFORMATION IS NOT EXACT, AND IS SUBJECT TO CHANGE BASED UPON VARYING PLAN INFORMATION RECEIVED AND ACTUAL LOCATIONS. 6. THE ACCURACY OF MEASURED UTILITY INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER MATTERS. 7. THE PROPER UTILITY ENGINEERING/COMPANY SHOULD BE CONSULTED AND THE ACTUAL LOCATIONS OF SUBSURFACE STRUCTURES SHOULD BE VERIFIED IN THE FIELD (V.I.F.) BEFORE PLANNING FUTURE CONNECTIONS. CONTACT THE DIG SAFE CALL CENTER AT 1-888-344-7233, SEVENTY-TWO HOURS PRIOR TO EXCAVATION, BLASTING, GRADING, AND/OR PAVING. LEGEND ® ® CATCH BASIN Q DRAIN MANHOLE Q MISCELLANEOUS MANHOLE Q SEWER MANHOLE Q WATER MANHOLE WSQ 0 WATER SHUT-OFF WG 0 WATER GATE FIRE HYDRANT DS 0 DOWN SPOUT UTILITY POLE W1 UE P8khn'PBEff WITH CONDUIT LINE TO GROUND HH o HAND HOLE S�. SIGN POST 12"`=:�s' DECIDUOUS TREE WITH TRUNK DIAMETER 12" - CONIFEROUS TREE WITH TRUNK DIAMETER 23285 SPOT ELEVATION CLF CHAIN LINK FENCE BB BITUMINOUS CONCRETE BERM CCB CAPE COD BITUMINOUS CONCRETE BERM VGC VERTICAL GRANITE CURB WCR WHEELCHAIR RAMP GYP GUY POLE GYW• GUY WIRE ANCHOR LST LANDSCAPE TIMBER WP o WOOD POST R= RIM ELEVATION EQUALS 1= INVERT ELEVATION EQUALS TH= TOP OF HOOD ELEVATION EQUALS NPV NO PIPES VISIBLE TOW= TOP OF WATER CATV UNDERGROUND CABLE TELEVISION LINE D UNDERGROUND DRAIN LINE E UNDERGROUND ELECTRIC LINE G UNDERGROUND GAS LINE o UNDERGROUND OIL/FUEL LINE OWH OVERHEAD WIRES S UNDERGROUND SEWER LINE T UNDERGROUND TELEPHONE LINE w UNDERGROUND WATER LINE ® MONITORING WELL GRAPHIC SCALE 20 10 0 20 40 60 SCALE: 1"=20' www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 Nitsch Engineering F: (617) 338-6472 4 1 h s W/UE 8 12" TRIPLE r.� .• a b • S ..✓ 12" 93't 8" 1 11001600.00 - I vu� MAIN STREET imo (ROUTE 28) 20x30 20X46 _PITUMINOUS CONCRETE e- 20.30- S / S #20°0%258 � b - < / 1.1 // \ 6" CONCRETE 10" N / PIPE GYW - I \ \ t / /I 6" ONCRE \ r I=19.3 r b l TWUJ / PIPE LO R=20.11 R=20.88 -- - a� WATFR M u 1 1 18" m \ ' 18" TWIN d\ \ s gt l "X" CUT ONH�.,Y;I`,RANT � BOLT ELEVH 21.93 3 (NAV. 8) q qg pp19.4 � 14"1 3 tin 1 NN i 9 0 2x.6 O- / 2"'""'`p r ! i o N o ' 2x.4 #4 N C rn / rn m WOODED AREA J \ / ` ( 0 n� GRASS �•�� N J s b 12" � � Ln j 1 18• ,1 ✓ S� 24" 2k.6\ Al 2x.7 47 > Civil Engineering ► Land Surveying ► Transportation Engineering > Sustainable Site Consulting > Planning > GIs 242 2003 CONCRVt II F J PIP b IN .=1 " i iUTI1IT 0 r \� N z CA 144 m / 2J.2 84� x 2x.8 / 2 �� oti mNOQ >I. 3 is - f 2x71 ✓ \ 2.2 my 2 O 36 GRASS \ \ o U D \ s / \ 1 N. NCO8 CQMCRf7L csrl24 4 N./ 2 24.5 y 1 N 283.5 I 0 CO OZ rn t 7 P U' s 2j.6 I r`j 2 N f ao �8 it ` WP W/ / P 624" ELECTRIC J � �.� pu f LP' PLAQUEON 0�1TLET- v \ o A• STONE \ A'- -, v (0.) PROJECT # 9853 I I TOPOGRAPHIC PLAN SHEET: FILE: 9853_TOP01.dwg SCALE: 1"=20' DATE: SEPT. 10, 2013 PROJECT MANAGER: MRS FIELD BOOK: 567 DRAFTED BY: RB CHECKED BY: MACARTHUR SCHOOL 1175 ROUTE 28, YARMOUTH, MASSACHUSETTS 02664 PREPARED FOR: EZ% BRIDGEWATER STATE UNIVERSITY 200 GREAT HILL DRIVE, BRIDGEWATER, MASSACHUSETTS 00305 of e REV. tam 196 m / / N 2x.0 A 2 18^ / ti1 ' P2gg 29.3/ 22.3 �2 HH o c WP W/ 6 FAUCETS /I WOOD 12" _' Nrn CA INET W UE / #P24C W 22.3 SCTRI WG WG METER& UE 22.4 / 2 • 0� . e 2x.9 1 / `� A. jj 1 / / 2J.2 84� x 2x.8 / 2 �� oti mNOQ >I. 3 is - f 2x71 ✓ \ 2.2 my 2 O 36 GRASS \ \ o U D \ s / \ 1 N. NCO8 CQMCRf7L csrl24 4 N./ 2 24.5 y 1 N 283.5 I 0 CO OZ rn t 7 P U' s 2j.6 I r`j 2 N f ao �8 it ` WP W/ / P 624" ELECTRIC J � �.� pu f LP' PLAQUEON 0�1TLET- v \ o A• STONE \ A'- -, v (0.) 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Nitsch Engineering 8200-23 / 21x27 – 19 200-23A ._-+8N60*57-56- __ ---17--$2346' WOODED AREA 1?.4 N11 -- I www.nitschong.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 ,. — #200-21 > Civil Engineering > Land Surveying ►- Transportation Engineering > Sustainable Site Consulting > Planning > GIS #200-22 GRAPHIC SCALE 20 10 0 20 40 60 SCALE: 1"=20' PROJECT # 9853 FILE: 9853_TOP01.dwg SCALE: 1"=20' DATE: SEPT. 10, 2013 PROJECT MANAGER: MRS FIELD BOOK: 567 DRAFTED BY: REI CHECKED BY: Z R=21.19 NPV BOT=14.9 Lw I N 8' 3100.00 0100.00 HT BITUMINOUS CONCRETE R=21.53 NPV BOT=16.3 TOPOGRAPHIC PLAN MACARTHUR SCHOOL 1175 ROUTE 28, YARMOUTH, MASSACHUSETTS 02664 PREPARED FOR: BRIDGEWATER STATE UNIVERSITY 200 GREAT HILL DRIVE, BRIDGEWATER, MASSACHUSETTS 02325 Nitsch Engineering 2�.7 ��20" 10 n� 98X100.00 d 10 / HT 25 4"»22.8 21.2 P1 AST C j GRA 2 .90 `' 14" 1 COVERCO /( 24" a - \ P 1 3, `= O CPLASTIC OAST poP 2 5 / 1�7v / ° PLAYGROUND�� 2 GAS IF N � o AREA x R=22.83 \ / o�` 0 FILLED TO TOP 2.6 w INTO U NG WITH DIRT 2 6 PLASTIC �G \ 2 0 l COVER f w Mq� 2�.4 FO \ 2 2 / GAS PIPE ® Off, / ` I GROUNDOUT OF R=22.33 ®e O 01 - '~ O NR=22.2004 AREAGROUND �oy�F 2�.8 / 2 R=2 Yfi O ;' U 0 15.g Jy 0 15.90 N 2 CLF X CO v GENFRA ARO R' m ELFCTR/c BOkNO M CIV N a w METAL COVER R=22.97 N 2,?.7 4"PVC `� 2).1 1=22'2 BASKETBALL HOOP �,• c� POLE 1 .98 jy 0p D?AtL N . 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M �`' TWIN _ 812" s _ 50" " GRASS / 7 0 7 ` �- � 1 / d it ,11 1 - ------ / -- - ---=----------- S60'58'34"W----------------------------- / -- '` 14"--------- \ 286.46' f � j Z 15 <y Fy GRAPHIC SCALE 1§,7 20 0 20 1�.7 H&-- SCALE: 1"=20' 40 www.nitscheng.com 2 Center Plaza, Suite 430 Boston, MA 02108 T: (617) 338-0063 F: (617) 338-6472 > Civil Engineering > Land Surveying > Transportation Engineering > Sustainable Site Consulting > Planning > GIS \ \ PROJECT # 9853 FILE: 9853_TOP01.dwg SCALE: 1"=20' DATE: SEPT. 10, 2013 PROJECT MANAGER: MRS FIELD BOOK: 567 DRAFTED BY: REI CHECKED BY: a N/F T DAVENPORT, LCP #33229C N/F DEWITT DAVENPORT, TF LCP #33229C DEWITT DAVENPORT, TR LCP #33229C TOPOGRAPHIC PLAN MACARTHUR SCHOOL 1175 ROUTE 28, YARMOUTH, MASSACHUSETTS 02664 PREPARED FOR: BRIDGEWATER STATE UNIVERSITY 200 GREAT HILL DRIVE, BRIDGEWATER, MASSACHUSETTS 02325