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HomeMy WebLinkAbout0206 MAIN STREET (HYANNIS) - PLANS 206 MAIN STREET HYANNIS, MA 02601 INFO L SITE PLAN REVIEW FEBRUARY 8, 2007 APPLICANT Hyannis Main Development, LLC c/o Nutter McClennen & Fish, LLP 1513 Iyannough Road Hyannis, MA 02601 ARCHITECT ............. ..................................... ......................................... ......................................... .............................................�xj;j:j:j:�xxxxx ............ ... ........ Amos Bailey Arnold Associates, Inc. ........... ............ ......... ............. .......... .......... 3600 Clipper Mill Road Suite 300 ................. ............ ............. ............ ........... . ........................ Balt*more, Maryland 21211 .............. ...... .. ...... ... . . ....... ........... ............. CIVIL ENGINEER axter ye Engineering & Surveying V-7 ....... .... 78 Nort St. — 3rd Floor ...... ... .. ............... Hyannis .......... MA 02601 5V; ... ...... !wq ....................... ....................... ........... ............ ................ ............... ........... .......... ............... 71 .......... INDEX OF DRAWINGS y� .. ............. ............. ............. .......... . . ........ .............. ........... ......................... .......... IT�E ii�Z:i: : .. .. . ...... . ........... COVER SHEET ............ ............... H 6is C- 1 COVER SHEET .......... . . . . ........ .......... C-2 LEGEND AND GENERAL NOTES KK................ .. ........... -3 EXISTING CONDITIONS PLAN C FP 6'1:2 ............. ............ C-4 LAYOUT AND MATERIALS PLAN -5 UTILITIES PLAN .............. .................. 10 ........... .......... C-6 GRADING AND DRAINAGE PLAN ........... ............. ............. ............. ....................... .. . ......... ........... ........... ... ... .............. -1....................... . ... ..... ..... ............ ......... . VICINITY MAP ....................... C-7 DETAIL SHEET .... .......... .......... ... ....... gi� C-8 DETAIL SHEET *01 ..... ....... ...... .......... PROJECT DATA ................. ........... ....................... . ...... BASEMENT FIRST & SECOND FLOOR PLANS ...... .... ........... iiiiij! ........... ...................... THIRD & FOURTH FLOOR PLANS .. ...... AERIAL VIEW UNIT PLANS - Al I A2 & A3 UNIT PLANS - BI & C1 �,ty�ED AR BUILDING ELEVATIONS & SECTIONS -A 30218 bi'jLTIMORE. M6 DOWNTOWN HYANNIS REDEVELOPMENT PROJECT WA 24'-9" 29'-2 1/4" 25'-8" 33'-3 1/4" ZONING DATA ZONING DISTRICT ❑ ❑ ❑ HVB HYANNIS VILLAGE BUSINESS DISTRICT ❑ ❑ BUILDING HEIGHT FOURTH F-1 Ll ALLOWED _42',0" / 3 STORIES ❑ ❑ PROPOSED — 45-3" / 4 STORIES o _ o THIRD ❑ ❑ F1 1 FLOOR AREA RATIO ❑ ❑ ❑ ALLOWED = 3.0 SECOND PROPOSED = 1 .81 El El ❑ ❑ PARKING REQUIREMENTS N FIRST RESIDENTIAL REQUIRED = 1 PER 1 BDRM, 2 PER 2+ BDRMS =101 SPACES BUSINESS REQUIRED = 1/200 SF GROSS AREA =15 SPACES II II o II iI BASEMENT IL TOTAL REQUIRED = 116 = BUILDING MASSING - SOUTH ELEVATION (MAIN STREET) TOTAL PROPOSED 102 INCLUSIONARY AFFORDABLE HOUSING TOTAL REQUIRED = 6.3 (10%) 21'4" 74'-6" 63'-0" 74'-6" 58'-0" 74'-6" TOTAL PROPOSED = 6 (9.5%) HH ❑❑ ❑❑ WORK FORCE HOUSING TOTAL REQUIRED = 0 (0%) TOTAL PROPOSED = 6 (9.5%) FOURTH _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ c THIRD ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SITE DATA ' = LOT DIMENSIONS 149 X 430 9 FSITE AREA = 64,643 SF o SECOND _ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ M ACREAGE = 1 .49 ACRES UNITS PER ACRE = 42.3 F1 I I0 0 0 0 0 0 0 0 0 N FIRST EXISTING BUILDING (MOTEL) DATA II c o BASEMEN J BUILDING AREA = 43,936 SF ± MOTEL ROOMS = 83 BUILDING MASSING - EAST ELEVATION (WEST SIMILAR) PARKING SPACES = 77 PROPOSED BUILDING DATA GROSS BUILDING AREA FLOOR AREA I BASEMENT 3,844 SF FIRST 45,363 SF (2,888 SF RETAJL) I I SECOND 28,103 SF THIRD 28,103 SF 19'-8 1/2" 412'-10 3/8" I FOURTH 15,515 SF TOTAL 120,928 SF o UNIT COUNT 0 r • UNIT TYPE AREA FL 2 FL 3 FL 4 TOTAL r. i / fF ' f r'i r` t.e / •: l J /f � f r .' Al 1 BR i 53 F 1 9 S 1 1 3 ! % / ;i '• Syr i r f �+ % I S� y r� f' 1 GG' .' rJ / A2 1 R B 4 2 F 6 S 1 1 0 2 J t� d ! /F / " • i ` l A3 1 BR 660 SF d' F • � .ay � f� r �. ! �ys a r`: ��t f B 2 BR 1 060 SF 10 1 0 0 2 0 / / y i s de > s / r l /j l r dd/ 1 C 3 BR 1 F 3 68 S 6 6 18 r' dyr :f y / �a f / , fiy � ar 25 13 63 / r J l r �ye d"V �y J / f • ay f `S N f' f %�yy 5Js :r as d66,` l J� ,• y' • l f� r /J l J r• • a /♦ y f l •` : f f i J r ` J 3y3 /a� F' f o'- BEDROOM COUN T T f Q- o 1 N / f % Y s F_ rs r� / fi • If /i ! BEDRO OMS 11 N r r � � dr'd ' J/ f ! /a f lectye Y /,r r" yy / r•' r ,f'�ra �: /i f j f /i Y a 3' f`F / r /r 1f d< f-' >� i` f` • iJ/J/JJ r!` H ACCE SSIBLE BL E H CLUSI ONARY AFFO RDABLE ABLE UNITS T S A WORK F R E UNITS yF W U J' Jr J r% %9 r J f f f`� «11 S Ff '.✓s J / "y /a f.^ fy. >a~ UNIT i �'"� a~ A 1 d� 3 B 1 Cl/ TOTAL / % Y r� <' // f� F / rF •:v` f/` ,�'� ��y /�,dr' i � f / /yyy p J / Y yn f/ff J s6 r�y - / 3 5 r 1 n' f' •`` / ° a° /,/!'� H C 0 0 2 2•' / r d" 3 r/ > i 9' r r' !' U• i ` 2 0 2 1 1 6 9 50,< ry< o; F • f� r WFU 1 1 2 16 9.5% ,i i ♦ s"` I� f J f / f : l i oy y r'F TOTAL 3 1 5 S 5 9 O T ' 3 /0 0 i , f r / r J f�r / ryye / 111 d� % �. yc F' >s 3' r / Jf/ f rY F� r y' a` / d • �"y i� • d' ! i / s o' 0.r: J f f� �ctt `J PARKING CO NG T r J : / . /. UN l r % J f i' Y Y f' F `f d i ^f Sy yyd f f H` TYPE QUANTITY STD 95 N c HC 7 \�NLjkE0 AR �yi N TOTAL 102 Apt rFc� — No,3021 BALTID RE, FOOTPRINT HYANNIS- REDEVELOPMENT PROJECT BUILD NG PROJECT DATA 206 Main Street Hyannis, MA -' N 0 10' 20' 40' 60' February 8 2007 � ARCHITECTS B LANDSCAPED EXTERIOR GRILL AREA,TYPICAL AT COURTYARD,TYPICAL EACH COURTYARD UNIT UNIT UNIT UNIT UNIT B1 UNIT � o0 00 ° ° Bl 131 131 B l HC/WFU 0 A3 0 0 0 oc ° °FM ° ° ° ° 01 0 UNIT UNIT I IT UNIT I I °I UN I UNIT UNIT C1 _ A3 C1 — H� A3 — C1 UNIT He — o— — o— 0 — — A l 0 ® o ® �' 0 ® o IAU °° ° ® °° 0 ® °° 0°° ° O O g L g O El 1LB ° El ELEV 1 STAIR 3 A 0 ° —� O LANDSCAPED 0 a� 0 LANDSCAPED ° °° EXTERIOR< �° EXTERIOR °° 0 A ° ® °° COURTYARD ° ® °° COURTYARD o o ® 0 O _ O— O — O— —O — O _ STAIR 2 �1t STAIRI STOR UNIT — UNIT I UNIT — UNIT I UNIT — UNIT U A3 C l A3 C l A3 I IAU C l O° UNITLEE ° ° WFU 0 0 00 0 UNIT UNIT UNIT UNIT UNIT ° B1 I I Bl B1 I I B1 B1 HC I � 1-4 B SECOND FLOOR PLAN 1 ' PROPERTY LINE FENCE B I J STORAGE UNIT, TyP BIKE +j II STORAGE 37 OFFICE/RETAIL 2090 SF 102 PARKING SPACES TE ANT 8 ELEV 2 EMR 2 ELEV 3 W ELEV 1 uj ELEV 1 A BUILDING A HC STAIR 3 STORAGE V� � b b STA HC HC A EMR 1 Z i 16 LOBBY 6 HC ST AIR 1 PARKING GARAGE HC MECHANICAL M � HC ROOM SPKLR 00 RETAIL 24 798 SF TRAS EMR 3 ELECTRICAL \ EXIT HC -VAN ENTRANCE GATE BUILDING ROOM GATE STORAGE IB 2.4'WIDE PAVED DRIVE T PLAN EXISTING OPEN GRASS'AR EA BASEMEN BUILDING (FOR SNOW REMOVAL) AAA ED R A FIRST FLOOR PLAN No.30218 LEGEND: BALTIMORE, I, HC HANDICAP ACCE SSIBLE UNIT MD IAU INCLUSIONARY AFFORDABLE UNIT Or u� WFU WORK FORCE UNIT DOWNTOWN HYANNIS REDEVELOPMENT PROJECT 206 Main Street Hyannis,FLOOR PLANS N 0 8' 16' 32' 64" Febru 2007 a 8 � A R C H I T E C T S i B F7 r77 F771 0( ° TO UNIT UNIT UNIT UNIT UNIT UNIT C1 _ A3 C1 — Au A3 — C1 UNIT HC _ — — — — — o O O O O OPEN TO ® OPEN TO ® O Al 0 ® BELOW 0 WFU n °° ® n oo ELEV 2 BELOW oo Tr "El nU�--o 0 ELEV 3 ° ° ❑ ELEV 1 A ° oaf ❑ O S 0 00 � ° S 0 O ❑ —°° 0 A °° °° 0 O ® °° OPEN TO 0 O °° OPEN TO °' O 0 O to— cl BELOW O ® O O BELOW 0 0 E' O STAIR 3 77L� STAIR 2 — UNIT — UNIT UNIT — UNIT UNIT UNIT STAIR 1 STOR. A3 C 1 A3 A3 C l IAU WFU HC LLLJ LLJ I FOURTH FLOOR PLAN I I I I I I 0 I , UINIT 1 UNIT UNIT �1 UNIT UNITS UNIT oar I ® B1 ° o B B1 0 0 B1 B1 0 A3 I,Au O WFU O o O o O ml F771 [771 00 Y. o pp o o � I UNIT I 1 °° UNIT UNIT UNIT UNIT UNIT I C 1 _ A3 "F07-111111) L 1 SAP C 1 _ A3 I A3 — C l 1 UNIT _ _ WFU HC a A l O ® O OPEN TO O ® O OPEN TO OEl O 0 U---j °° BELOW 0 ® o o ELEV 2 BELOW 0 00 00 p� °° 0 ❑ O g J 0 °°� O g °�— g O ❑ °° OI 0 ELEV3 t0° ELEV 1 " A 0 O 0 pp� o O °° 0 A 0 °° OPEN TO 0 ® 00 OPEN TO °° IV ® 0 T RF� IVO — ® O— BELOW 7 — ® F-\E2lQl STAIR 2 BELOW —O ® _ O STAIR 3 STAIR 1 UNIT — UNIT I UNIT — UNIT UNIT — UNIT $TOR C 1 A3 C 1 A3 A3 IAU C 1 0° O IA °° O° ° U1NIT oo ® ® ® ° 0 0 0 O o 0 0 O 0 0 A2 01 L B ° O 00 00 0 UNIT UINIT UNIT UNIT UNIT o 131 1 131 131 I B1JL— B1 1 ° I 1L 1 1 I `ckEREO ARCy,T Ay�� THIRD FLOOR PLAN y No." B g BALTI v—, E, IVID o� SP' LEGEND: HC HANDICAP ACCESSIBLE UNIT IAU INCLUSIONARY AFFORDABLE UNIT WFU WORKFORCE UNIT DOWNTOWN HYANNIS EDEVELOPMENT PROJECT 206 Main Stret, Hyannis, MIA FLOOR PLANS N 0 8' 16' 32' 614' Februa( 8 , 2007 ARCHITECTS BALCONY 1 0'-6" x 5'-0" ........ ...... .,:: ..........:........:::.:::..::::..::::::::::::....:: .....:......................... : .. .... .. . .:.. .::::::::::::.............::.......:::..::::::::::::::::::::::::: El O O i' O BATH BEDR OOM O BATH _ O 1 _xl 0 0 LIVING DINING I D I I I G VN 0 BEDROOM�� BEDR O x1 _ F 12 7 6 0 10xl BEDROOM 4 !-- 106 3 D W D - x 1 -7�� / W i i Milli i Ll 0 ALCONY i i 1 -6 X 5 -0 BALCON LIVING DINING BATH oio 10 -6 x 5 , KITCHEN i LI 'NG / DINING 14 -0 x 15 -2 ' 010 8 -I7 00 X 9 8 `f` " i 108x194 o0 i .: :. , KITCHEN HE W/D K TC N 8 X -6 1 1 -3 9 7 x 2 9 � «. .. »: El 0 0 R. 0 0 ............. El 11 .<:. UNITA3 UNITA2 UNIT Al 1 BEDROOM, 660 SF 1 BEDROOM, 642 SF 1 BEDROOM, 539 SF No. . 8 BALTV: ARE, M® � SQ' 206 Main Street', Hyannis, MADOWNTOWN HYANNIS REDEVELOPMENT PROJECT UNIT P�ANs 0 2' 4 8' 16' February 8 2007 � ARCHITECTS i BALCONY i " x 5'-0" 10'-6 i i ... ...:.:.:.:.:.:.:.:.:.:.:.:.::. ....:....:.:.:.:.:.:.:.:::.:.:.::.: ALCONY LIVING DI NING I NG f 1_6" x 5'_ ' 12'-7" x 1 9'-711 BEDROOM 1 LIVING ROOM 10 1 x 12 10 1 4'— 1 0" X 1 6'-911 s BEDROOM 2 1010x10 - 6 0 BEDROOM 1 0 BEDRO OM 3 12 0 x 12 - 11 BATH 1 _ _ 10 - 1 x 14 -0 5 0 . . LEJ DINING i N NG RO OM O - - _ - - - - - _ O 11 - x 1 9 8 0 BATH 2 i O 0 LID Ll E I Y -fi- 0 I T0 K HE C N Sill BATH 2 010 0 0El 0 - 1 1 11 x 81-611 i BA TH 1 i KITCHEN i El E BEDRO OM 2 - 1 - OM x 2 0 0 i 8 3 3 D O _ 0 12 6 x 10 0 0 0 .......... 33' J UNIT C1 w/D 3 BEDROOM, 1,368SF :::::::.::::::::::::::....................................................... UNIT 131 2 BEDROOM, 1 ,060SF -'vR03 AR e � e DOWNTOWN HYANNIS REDEVELOPMENT PROJECT 206 Main Street Hyannis, MA UNIT PLANS , .'y el 0 2' 4' 8' 16' February 8 2007 %AW%A ARCHITECTS CEDAR SHINGLES UNIT C1 OR UNIT C1 FOURTH FOURTH 0 0 UNIT C1 DORI t UNIT C1 o THIRD r THIRD > q o CEDAR SHINGLES UNIT C1 OR1 t UNIT C1 0 r SECOND SECOND in BRICK PARKING GARAGE Em H H H FIRST FIRST o PROPERTY �ii ENTRANCE o LINE FENCE ,OWNING BASEMENT I � --------------- .---- ------------------------J SECTION B-B SOUTH (MAIN STREET) ELEVATION kl LAP SIDING FOURTH Lj III 1111111111111IITII HIT o CEDAR SHINGLES r THIRD IITII HIT o X ill SECOND- BRICK � CV r FIRST GARAGE EXIT PROPERTY LINE GARAGE VENTILATION GARA E o FENCE OPENING, TYP. ENTRANCE BASEMENT I — L-- J ------------------ EAST ELEVATION (WEST SIMILAR) CORR. UNIT C1 UNIT A3 OR F OR UNIT C1 UNIT A3 OR OR UNIT A3 UNIT C1 OR FOURTH b CORR. UNIT C1 UNIT A3 OR OR UNIT C1 UNIT A3 CORR, ZORFUNIT A3 UNIT C1 ZOR r THIRD —` STAIR 1 STAIR STAIR o � 2 o CORR. UNIT C1 UNIT A3 CORR UNIT C1 UNIT A3 CORR OR UNIT A3 UNIT C1 LO]R r SECO ' iv LOBBY PARKING GARAGE PARKING GARAGE FIRST 4 EMR 1 BLDG BASEMENT STORAGE SECTION A-A \SjgkED A C A,�, c') BAL'No' ?1 B t DOWNTOWN HYANNIS REDEVELOPMENT PROJECT ivv 206 Main Street Hyannis, MAELEVATIONS & SECTIONS N 0 S' 16' 32' 64' February 8 2007 � ARCHITECTS o D Downtown Hyannis Redevelopment Project 4 206 Main Street Hyannis, MA 021 s A Prepared For : H,, CRn is. M in 1,D.-. velo e t, . kL, C Issued for : Site Plan Review Applicant : Owners: Attorney: Architect: Site Engineer/Surveyor: Date Issued : 1/31/07 Hyannis Main Development, LLC J&J Quality Holdings, LLC Nutter, McClennen & Fish, LLP ABA & Associates, Inc. BA=R NYE ENGINEERING & SURVEYING Job Number: 2006-064 c/o Mike Buzzeo, Manager 71 Warwick Rd. 1513 Iyannough Road 3600 Clipper Mill Road ' 666 Summer Street Newton, MA 02465 Hyannis, MA 02601 Suite 300 Registered Professional Stamford, CT 06901 Phone: 508-790-5431 Baltimore, Maryland 21211 Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, MA 02601 Fax: 508-771-8079 Phone: 410.235.9812 phone - (508) 771-7502 Fax - (508) 771-7622 Attention: Patrick Butler, Esq. Fax: 410.235.3714 Attention: Dan Bailey, AIA ATTN : Matthew Eddy, P.E. 1 6 O • M 1 'Al. �AAAA ss a . o faa► uF'qs ; ENGINEER: �Drawin Title Date "� "' = luAMEW W. EDDY N0. g ; `-„�-40 •°• ,.� �,'v� , , EDDY _ ; MASSACHUSETTS REGISTERED • s 3,L !, PROFESSIONAL ENGINEER REG# 43183 1/31/07 x. .� •i. ,., C-1 Cover Sheet .,. • �. � � ..- .: 6 .'.h ,. C-2 Legend and General Notes 1/31/07 - - - . : • • r +r C-3 Existing Conditions Plan 1/31/07 `- S ItZ I r � � S t a C-4 Layout & Materials Plan 1/31/07 -� C ,. C-5 Utilities Plan 1/31/07 *fro 39 � 0 C-6 Grading & Drainage Plan 1/31/07 ; •' • SURVEYOR: JOHN EWS C-7 Detail Sheet 1/31/07 z •` "� 4. MASSACHUSETTS REGISTERED PROFESSIONAL LAND SURVEYOR REG# 29874 C-8 Detail Sheet 1/31/07 dO@aT EDP ftg0@ f] " _ 2 o 0 0 ' a PLAN SET FOR PERMIT ONLY- 0 0 NOT FOR CONSTRUCTION N O O O J 0) D U DATE: 01131107 O 0 C`J o O = Construction Revision col ci i Q J = Plan Revision Blank = Submittal Action REV. BY: DATE: REMARKS DRAWING NUMBER i o 0:\2006\2006-064\CIVIL\PLOT\2006-064CV.dwg N Job # 2006-064 O - O Z N GENERAL CONSTRUCTON NOTES LEGE *ND (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 24. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASS HIGHWAY DEPARTMENT STANDARD LEXW PROP ©W pppp EXIT PROP ABBREVIATIONS SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY AMENDED, UNLESS MODIFY SITE THEPREPARATION LAYOUT AND STAKINGCONSTRUCTION. OF ANY PROPOSED FEACTURES WITHOUTSHALL NOT FINAL ADJUSTOR PROPERTY LINE OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE SPECIFICATIONS OR PROJECT DRAINAGE LINE LP LOW POINT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH i:_= PROP PROPOSED MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. -- __ `- m N MIN MINIMUM ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, AS 25• ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO PROJECT LIMIT LINE --- pV�tpW DRAIN HP HIGH POINT -- - - - —~-- RKCHT-OF-WAY/PROPERTY LINE � ` ` GB GRADE BREAK CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL FURTHER BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, t ?�� � MAX MAXIMUM - - -••-••- EASEMENT - - - S - 27 s e8'c TOP & BOTTOM ELEVATION CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND INTERPRETATIONS OF CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL _ 1 LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. DETERMINATION OF APPLICABLE CONTRACTOR. BU RIC,ILDING SETBACK ---_ '�`{��-._ - OHw— OVERHEAD ELECT TELEPHONE & FIRE ALARM � � SPOT ELEVATION rr/LEADER REM REMOVE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING JURISDICTION, SHALL BE THE ---- STATE HIGHWAY BASELINE _ ',�: - - w - SPOT ELEVATION RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE ANALYSIS OF ALL SUCH CODES AND 26. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. 10+00 10+0D WATER LINE 2I X 25 REMOD REMODEL STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE PROJECT FOR SECURING ALL APPROVALS FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. `� ° - BASELINE �- FIRE PROTECTION LINE � -�- BORING LOCATION AND PERMITS. ABAN ABANDON ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND cOINSTRucnaN LAYOUT �~' 0 TEST PIT LOCATION OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. - -�- = - � - GAS LINE ADJ ADJUST 2. EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE ZONING LINE --- - - UGE- UNDERGROUND ELECTRIC ■ ■ BENCH MARK ENST EXISTING CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND HERETO. 27. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT TOWN LINE --- ? - - r - SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY REFERENCE. ��� u� LL � SNtµlp RdcR REMOVE AND RESET OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED ---- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO HIS LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS STATE LINE ---- ' - -FA- FIRE ALq R&S REMOVE AND STACK OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION MATERIALS, ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM 50' WETLAND SETBACK ° w CB,/DH --` ' -------. —FAP FIRE do POLICE CABLE __ 10(f WMAND SETBACK MN FOUNDATIONINCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ON DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR C►TM— CABLE Tv E1.EV ELEVATION INFORMATION CONTAINED WITHIN THESE PLANS. OTHER SURFACE. ---__-- GRAVEL ROAD -- —'�—�� 2l)D' YIETLAND SETBACK BOS BOTTOM OF SLOPE 28. THE CONTRACTOR SHALL WATER MOW FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND - oP_ - '�-' EDGE OF PAVEMENT — Tar 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS ARE ESTABLISHED TO THE BITUMINOUS CURB CATCH BASIN _-___ __-- WMAND TOS TOP OF SLOPE THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE . DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION DOUBLE CATCH BASIN �e SGE SLOPED GRANITE EDGING CAPE COD BERM 52 SAG FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT. 29. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION -- -- -- VGC VERTICAL GRANITE CURB 100 YEAR FLOOD PLAIN AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY PRECAST CONC. CURB DRAIN INLET 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. vcc oMH DRAIN MANHOLE FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, _.. MITIGATION AREA LINE � SLOPED GRANITE CURB VERT. GRAN. CURB _ ---- 1� � DRAIN GC GRANITE CURB AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), TELEPHONE, CABLE, FIRE PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS SLOPED GRAN. CURB _ EDGE OF WATER ` PWG/STUB GE GRANITE EDGING ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND AND STONE WALLS WITH DRILL HOLES. SAW�CUT FES FLARED END SECTION m TELEPHONE MANHOLE LIMIT of CURB TYPE PRIVATE, AS REQUIRED. ----- PCC CONCRETE CURB X TELEPHONE MARKER HEADWALL 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, AND MATCHLINE s TS BITUMINOUS BERM LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN, � ® GREASE TRAP �, a TRAFFIC SIGNAL BC BITUMINOUS CURB AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR THEIR ® CONTROL STRUCTURE r;'- ® SIGNAL BOX REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY ' co - - SOLID WHITE LINE _—_, a CCB CAPE COD BERM AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, AND OTHER BURIED SYLFIRtE ALARM CONTROL PANEL INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE CONTRACTOR AGREES TO - SOLID YELLOW LINE s pg MCC MONOUIHK; CONCRETE CURB ® H SEWER MANHOLE FIRE ALARM BOX BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE BROKEN WHITE LINE ID TRANSFORMER PAD NK: NOT IN CONTRACT CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES C??..' - - BROKEN SOW LINE NTS NOT TO SCALE EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES SOLID WHITE CHANNEUDNG LINE ® WATER MANHOLE ® CAL AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 I' WRIER GATE TELEPHONE RISER TMp ,K swrx HOURS BEFORE THE START OF CONSTRUCTION. S� APPROX APPROXIMATE DYL SOLID YELLOW CHANNEUZING LINE —m TAPPING SLEEVE, VALVE, EQ. EQUAL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR INSPECTION BY THE APPROPRIATE DOUBLE YELLOW LINE & BOX RISER _._............:._._-- SL STOP LINE PRESSURE REDUW LA LANDSCAPE AREA AUTHORITY IN ACCORDANCE WITH THE TOWN REQUIREMENTS, AS APPLICABLE. SIAMESE CONNECTION LION UNLESS OTHERWISE NOTED 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS STEEL GUARD RAIL FIRE HYDRANT IN FIELDIm PLAN, SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO - WOOD GUARDRAIL WATER METER BC BOTTOM OF TC TOP OF CURB COMMENCING ANY WORK.CURB ... —fl—o--¢- STOCKADE FENCE •� POST INDICATOR VALVE 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED PATH � ® WELL HP HIGH POINT AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. TREE LINE ' MONITORING WELL LP LOW POINT 9• THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW -`---'- -x-x-x- CHAIN LINK FENCE 0 IRRIGATION CONTROL VALVE Ge GRADE BREAK MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED crx'r. -rY o00000o STONE WALL `"K 0 SPRINKLER HEAD TOW TOP OF WALL AS "REMOVE AND RESET". (R&R) �--�- RETAINING WALL r � GAS GATE BOW BOTTOM OF WALL 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST HAY BALES ® GAS METER ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS REQUIRED. m am ELECTRIC MANHOLE UTLrrY 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED -4 MINOR CONTOUR ; ® ELECTRIC BOX CIT CHANGE IN TYPE IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING FAG FRAME AND GRATE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE 20- MAJORti, ELECTRIC METIER DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY -Ts TOP of SLOPE LIGHT POLE F&C FRAME AND COVER UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION _._._.._._... as— BOTTOM of SLOPE 4€ FLOOD LIGHT RCP REINFORCED CONCRETE PIPE OF THE AFFECTED WORK. VCP RIF LANDSCAPE LIGHT CLAY PIPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT p PVC POLYVINYL CHLORIDE PIPE BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR BUILDING (SINGLE) Cpp HIGH DENSITY POLYETHYLENE CORRUGATED COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT -14a BUILDING ENTRANCE H SINGLE LUMINAIRE PLASTIC PIPE BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM _� THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE � LOADING DOCK .4-n �+-■ DOUBLE LUMINAIRE CMP CORRUGATED METAL PIPE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND -14OHD OVERHEAD DOOR --_� TRIPLE LUMINAIRE ACCMP ASPHALT COATED CORRUGATED METAL PIPE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE BOLLARD ', QUAD LUMINAIRE CAST IRON PIPE MADE IF NECESSARY. DUMPSTER PAD JN - WALL PACK DIP DUCTILE IRON PPE T SIGN HYD HYDRANT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF SITE LOrA110N. DOUBLE SIGN MANHOLEOPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND DOWNTOWN HYANNIS Pm CAP CORRUGATED ALUMINUM PIPE COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. • PARKING METER {-- C. UTILITY POLE/GUY WINE INV INVERT ELEVATION REDEVELOPMENT PROJECT ♦--� UTILITY POLE/GUY POLE 14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION 206 MAIN STREET, HYANNIS, MA 02601 to PARKING COUNT ¢i�; Is HAND HOLE PWW PAVED WATER WAY MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT ASSUME ANY PREPARED FOR 9 COMPACT PARKING STALLS - ® LIP uTIUTY POLE RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, HYANNIS MAIN DEVELOPMENT LL ����������� CROSSWALK PULL BOX 15Vd�e TAPPING SLEEVE. VALVE AND BOX STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL C SILT FENCE/HAYBAIE PERSONNEL ON THE JOB SITE AT ALL TIMES. DIVERSION ��� callo CONDUIT PERSONNEL SUMMER STREET CONIC. PAVEMENT AND HAY BALE CHECK DAM swCPP SMOOTH WALLED CORRUGATED POLYETHYLENE PIPE 15' THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PAVEMENT DS DOWN SPOUT STAMFORD, CT 06901 C� STANDARD DUTY FLEXIBLE Pa PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT STAND DUTY FLEXIBLE PAVEMENTVEIN Q PI POINT OF INTERSECTION SITE. THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL TITLE © FLARED END SECTION (FES) CS CURB STOP FOR WATER LINE CONDITION AT THE COMPLETION OF THE SITE CLEARANCE WORK. Le General al Notes Plan g ® �HANDICAP RAMP '-® WITH STONE PROTECTION PERFORATED DRAIN16. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL end and Ge a HANDICAP PARKING 68PD 0 INTERCEPTOR DRAIN BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL Lk VAN-ACCESSIBLE HANDICAP PARKING PERIMETER PDRA PREVIOUSLY DISTURBED RIVER FRONT AREA STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, LOAM, Vm PAVED WATERWAY (PWW) SD STORM DRAW PEAT, ALL ORGANIC MATERIAL., SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER BAXTER NYE ENGINEERING & SURVEYING ® CART CORRAL WITH STONE PROTECTION DELETERIOUS DEBRIS. Detail no. RD ROOF DRAIN Registered Professional Engineers and Land Surveyors rl ARCH. DETAIL (SEE ® JUTE MAT IN SCALE w WATER Sheet no. 17. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY ARCH. DRAWINGS) UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 o _ S SEWER -r TREES 18• AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S Phone - (508) 771-7502 Fax - (508) 771-7622 ► ,, E ELECTRIC OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, •' , or 7., ,�' a .' _ass., , T TELEPHONE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE MnTTHEw �� SHRUB G GAS CONTRACTOR'S EXPENSE. _ W. ED 19. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE LOCATION OF SUBSURFACE ROCK. SCALE: NTS 20. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY `'., " FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES /s4�7 DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 21. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED o OTHERWISE. DATE: 01/31/07 22. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCU EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS CL TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND C 2 ■ REPLACED. NO. BY DATE REVARKS 0 23• ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED 10RAWN B'Y: MTM IDESIGN BY, MWEICHECKEDBY; MWE pRAWING gpZ SLOPES ON WALKWAYS TO BE LESS THAN 5% AND ALL CROSS SLOPES s 2%. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF 0: 2006 2006-064 CML PLO 2006-064LG.dw o o � MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. JOB #2006-064 L o � i I 4 i 1 1 s i r-- r`. ;1 A PARCELS 160, 161 162 PLAN BOOK 514 PAGE 5340 s + r (- r dI C i 1 3'­ 4 10.8' •• 412. • :mot T� I , .ti. OFFICE/RETAIL 20. 9 -- _ 3 . Q • BIKE .r::. STOR.I- LJ LJ LJ LJ LJ ©LJ LJ J LJ LJ LJ LJ . . 502 SF ' 24 R7-8 - BIT. CONCRETE SEE DETAIL #418 ♦ `"� `> D N R7-8 � •. ELEV. 10• ` . b, 1 R7-8 2 M. 9' 3 ,�` F C)JND • — -- • _ �, L i Cal 22.9' ''!�- `a F'L ` -r D O� i J, .. I', r I !-- AISLE ' f-, (r r .. � _ • i I 1,q�_ ', - I h.� ' (.'C i a ',� Y1!,.Jd Nt �. ` t.AAr�T r1 : n'iF `r'�� 1+ r 1 . , L J _. LOBBY LJ LJ - -LJ LJ ' L LJ� LJ LJ .�_ c- ��!,tv , ��C� S?FAr,r� r -(��� 9 AN �� _ 11 R7-8 "�°'°' R7-8 STAIR PARKING GARAGE ' TAIR 1 24 --• • m ♦ © R7-8 I�( RETAIL _$ EMR °�� FENTRANCE BU I LDI N G 91.5' GATE STORAGEA Of R1-1 ao 23.9' 23' ,Y. 1 p 4y V `r f % I F \. ti SITE LOCATION: ZONING TABLE NOTES: DOWNTOWNHYANNIS — HYANNI VILLAGE BUSINESS GIZ REDEVELOPMENTE NHIsOMA�601 ZONING DISTRICT: HVB S / 1. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATION AND CONCRETE PADS. 206 MAIN STR , , _ OVERLAY DISTRICTS: AP & WP (AQUIFER & WELLHEAD PROTECTION OVERLAY DISTRICTS) ALLOWED USE: MIXED USE — RETAIL, RESIDENTIAL/CONDOMINIUMS 2. EXISTING PAVING EDGE SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. HYANNIS MAIN DEVELOPMENT, LLC EXIST USE: COMMERCIAL — MOTEL BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE 6" SUMMER STREET EXIST TOTAL BUILDING AREA = 21,846 SF (BUILDING FOOTPRINT) COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. EXIST TOTAL BUILDING LIVING AREA = 29,744 SF (PER ASSESSORS MAP) 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE STAMFORD, CT 06901 EXIST BLDGS TO BE DEMOLISHED APPLICABLE. mu PROPOSED USE: MIXED USE — RETAIL, RESIDENTIAL/CONDOMINIUMS 4. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN PROP 4 STORY BUILDING LAYOUT & MATERIALS PLAN TOTAL FOOT PRINT = 45,363 SF ORDINANCES. * PROP. TOTAL BUILDING GROSS SQUARE FOOT AREA: BASEMENT STORAGE/MECHANICAL=3,844 5. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES 1ST FLOOR: RETAIL = Z888 SF; REQUIREMENTS AND SPECIFICATIONS. BAXTER NYE ENGINEERING & SURVEYING 2ND, 3RD, 4TH FLOOR: RESIDENTIAL=71,721 SF (63 UNITS/119 BEDROOMS) Registered Professional Engineers and Land Surveyors REQUIRED/ALLOWED PROVIDED 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601, . . . n MIN. LOT AREA 5,000 SF 64,643 SF SIGN SUMMARY Phone - (508) 771-7502 Fax - (508) 771-7622 a FRONTAGE 10 FT 149 FT .U.T.C.D. SPECIFICATION " FRONT SETBACK 4 FT 19.9 FT TEXT QUANTITY ,ItSIDE SETBACK 0 FT 10 FT NUMBER yhDTH HEIGHT N REAR SETBACK 0 FT 10 FT 20 0 20 40 �' 83� 1. r r.� �' WMVED MAX. BLDG. HEIGHT STORIES 3 STORIES OR 42 FT 4 STORIES OR 45'-3" * PARM ' MAX. % LOT COVERAGE STRUCTURES 100% 70.2% 45,380 SF) SCALE IN FEET �a LANDSCAPING:10% INTERIOR PARKING 0 SF * 0 SF * R7-8* 12" 18 ■ 6 1"=20" 31 ol r TREES — FRONT YARD (1/30- FRONTAGE) 5 6 3 TREES — PARKING AREA (1/8 PS) 13 32 (PERIMETER PLANTING) FLOOR AREA RATIO -- -- R1-1 24" 24 1 DATE: 01/31/07 IMPERVIOUS AREA (WP OVERLAY: 23,172 SF) 50% (11,586 SF) ** EXIST 83.6% (19,368 SF) PROP XX SF o PARKING TABLE * WALL MOUNTED. ADD 'VAN ACCESSIBLE" WHERE RETAIL = 2,888 SF x 1 PS 200SF = 15 SPACES APPROPRIATE. o RESIDENTIAL=25—lBR x (1 PS/1BR UNIT)= 25 SPACES Cm4 ri RESIDENTIAL=38 x (2 PS/2+ BR UNIT)= 76 SPACES ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE * FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON N0. t31' DATE REMARKS TOTAL PARKING 116 PS 102 SPACES UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), RA MTM °Esc eY: cH ED BY. M pRAWING NUMBER HANDICAP PARKING TOTAL VAN 5 1 SPACES 6 1 SPACES LATEST EDITION, ALL APPLICABLE CODES, AND LOCAL DESIGN VEHICLE AASHTO SU REQUIREMENTS. 0: 2006 2006-064 CML PLO 2006-064 M.dw CD * REGULATORY AGREEMENT JOB 12006-064 0 ** PRE—EXISTING NON—CONFORMING 0 c N 05'46i 10 E 14.21 BE CHMARK JUNCTION BOX WITH 8"x8"x4" T 4 EL. = 35.48 7! A ELECTRIC FEEDER POLE FO BLDG. #206 PK NAIL U SERVICE TO BE VERI IED �I FIELD POST INDICATOR R VALVE (ON) DOMESTIC SERVICE AND »T" WITH VALVE FOR Cn" FUTURE 2ND SHOP MAP 327 PARCELS 160, 161 PLAN BOOK 514 PAGE 53 g v P N F & 162 v rn WAYNE KUR ER, TRUSTEE ' w N OD v a "T" 12" MAIN TO 8" B ANC w - w g W W Ch W w O : x STOCKADpp-ENCE w WLr— f J W/SX .c, t 430.10 --� BOLLARDS `' `'\ \ `\ \` \ ``} ,n\'\ ,' \ \ �\ \ \ \ `\, -\ `\ _ MONITORING POOLI'll ``., \ ` \\.\ \ \ 2—STORY WOOD F a AME MOTEL � `\\ `\ \ rn L TYP.) \ \` \ `\ \`� 6,158 S.F. \ ~\ N. \�% ` \ : N, — :. Cf) ` �\ Z O OVERH�IG BALCONY ,A CANOPY _ DM (TYP.) CONCRETE APRON r. ,l OD wD 23.2 TRANS. PAD _ . ... SB D SIGN FOUND y, ., ,r: V) -° ® PAVED MAP 327 PARCEL 165-2 ►� I o x PARKING G N/F r w WOODS HOLE, n o AREA , - r ti ,'r to &-NANTUC MARINA S VINEYARD $= C� -° z MAP 327 PARCEL 163 T STEAMSHIP AUTHORITY —I o ' 206 ` AREA = 1.49 ACRES k 00 ^' ? m m m .2—STORY WOOD FRAME MOTEL D 11,562 S F - _ F.F.E. o o 37.1 z n z Z l � T \ n - = mob- OD _' OVERHANG BALCON a ` W -< N. " T \ I \ \\ - \ \ \ \ \ L \ METER 187.47 — �, " h 34 Y BR NCH T 04'S5 2 W A. �l~ 1 P EDGE OF PAVEM NT - ,l \ ` \ \ NNN I N. � I 00) \\ OD I " 7- 0ar ' MAP 327 PARCEL 165-1 _ N/F �, TOWN OFFICES r._• '\ o O TOWN OF BARNSTABLE " \\\~ #200 �r ; 'J ��� \ D I , , SITE LOCATION: DOWNTOWN HYANNIS SMH(TYP.) o o' '` !_ 1 �� REDEVELOPMENT PROJECT X z z I f`-`t 1 206 MAIN STREET, HYANNIS, MA 02601 PREPARED FOR HYANNIS MAIN DEVELOPMENT, LLC 666 SUMMER STREET r STAMF'ORD, CT 06901 _ I FTff YA R — _ EXISTING CONDITIONS PLAN MOTH GENERAL NOTES : ROAD 1.) LOCUS AREA IS COMPRISED OF: BAXTER NYE ENGINEERING & SURVEYING ASSESSOR'S MAP 327 PARCEL 163 5.) COMMUNITY PANEL NUMBER: 250001 0005 C • WATER LINE INFORMATION IS BASED ON AS-BUILT CARD PROVIDED BY THE HYANNIS Registered Professional Engineers and Land Surveyors DEED BOOK 18,681 PAGE 180 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C WATER SYSTEM RECEIVED 11-10-06 AND THE HYANNIS FIRE DEPARTMENT, FIRE PREVENTION OWNER: J do J QUALITY HOLDINGS, LLC AN AREA OF MINIMAL FLOODING. BUREAU, RECEIVED 11-15-06. 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601, 71 WARWICK ROAD 6.) ENVIRONMENTAL INFORMATION: • ELECTRIC SERVICE INFORMATION PER UTILITY PLAN PROVIDED BY NSTAR ELECTRIC Phone - (508) 771-7502 Fax - (508) 771-7622 ,� NEWTON, MA 02465 APPLICANT: HYANNIS MAIN DEVELOPMENTLLC • SITE IS PARTIALLY WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE RECEIVED 11-10-06. M�nM PROTECTION AREA ( W• C6 C/O MIKE BUZZED • KEYSPAN INFORMATION PER UNDATED SCHEMATIC REQUESTED ON 1116106. i �© 666 SUMMER STREET • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 20 0 20 40 o STAMFORD, CT 06901 NHESP MAP OCTOBER 2006 'ESTIMATED HABITATS OF RARE WILDLIFE' 8.) HVB - HYANNIS VILLAGE BUSINESS DISTRICT 2.) PRIMARY BENCHMARK : TOWN OF BARNSTABLE CONTROL POINT 610 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." SCALE IN FEET `• Ik EL 28.56 NGVD MINIMUM YARD SETBACKS MAXIMUM ,. ., r [ r ( ) • SITE DOES NOT CONTAIN Aw CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 2006 BUILDING 1 =20 y/ ' d 7 PROJECT BENCHMARK MAG. NAIL FOUND (SEE PLAN FOR LOCATION) CERTIFIED VERNAL POOLS. MINIMUM LOT FRONTAGE LOT FRONT REAR SIDE HEIGHT l c EL 35.48' . SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP (feet) (feet) (feet) FEET STORIESCOVERI UM 3.) A TITLE SEARCH HAS NOT BEN PERFORMED FOR THIS SITE. IF DETERMINED OCTOBER 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER Uj TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) ZONING 5,000 10 4 - - 42 3 100 DISTRICT DATE: 1131107 0 4•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD 7,) (n►L T►y RECORD AS-BUILT INFORMATION SHOWN HEREIN: 0 INFORMATION CONSISTING OF AVAILABLE PLANS DEEDS AND LAYOUTS. Hyannis Village THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE • AP yyp OVERLAY DISTRICTS o SURVEY PERFORMED BY BAXTER NYE ENGINEERING AND SURVEYING ON NOVEMBER' 27, 28 ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF'CONSTRUCTION. THE LOCATION OF CL AND DECEMBER 7, 2006 EXISTING UNDERGROUND INFRASTRUCTURE; UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE UMITED TO THOSE SHOWN HEREIN AND HAVE BEEN QED BASED ON THE Cm3 PLAN REFERENCES: AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR NO. BY DATE REINARKS to ASP PLAN BOOK 52 PAGE 17 ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONIIZ4CTOR'S FAILURE TO LOCATE SAID RAWN [CHECKED DRAWN NUMBER PLAN BOOK 161 PAGE 121 INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE o CONTRACTOR SWILL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. a PLAN BOOK 21 PAGE 103 PLAN BOOK 68 PAGE 63 0: 2006 2006-064 CML PLO 2006-064EC.dwg o PLAN BOOK 514 PAGE 53 o JOB #2006-064 o � I I h i `/E CI dt\ _-h = `f :.I, P 3 ; �, {� _' , .a PLAN BOOK 514 PAGE 53 3 rr.,1 i� . Y 1 ? L `._ i1 A I , Cr , r. _ ` 4+ s �. i'v1 !. .`• � ... . a_ ,i,-_..._ , - \ nl'y r - it 1 I - OD ,:e 1 S23 �~V" S►/l 4 O S-I.LU M S S S S S S S S S .' F-1 RD IM RD _ RD RD - RD - RD RD D _ i A II roe roe roe r r -� r -� r -� r �- L J _I J L J L�J L�J LI 0 Fo� r JJ II 8.25 LJ LJ LJ LJ LJ L�J F1 II D , � -I rO rr r LoJ o o o� roe roe roe r r r r RD II z L L J( ) L J L J L J L J L�J L�J L�J p ., s. _ LJ • II I 1 I-o-, r� r � r� r , II o r--i , , 11 L- -� L J L o r ro-� U L J L�J ' L�J I _ ��. -L J LOJ Lp J Lp J L J r �. IR ,� -- -- _ Cn LrT--� L_�J Lo j LOJ L�J 7r-� � r01 � r0� r�-� r � rJ LJ LJ LJ LJ L J LOJ LpJ DOMESTIC SERVICE r II W FlIj SERVICE on Rn D D t ; II , . D _ II D ` ELECTRIC AND DATA/COMM. II SERVICES T0i BE PLACED UNDERGROUND II D If F 4�lir.. - \}' i i I UTILITY NOTES: 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 6. WATER MAINS TO BE DIP, CEMENT—MORTAR LINED, CLASS 1-888—DIG—SAFE) AND UTILITY COMPANIES TO LOCATE: ALL 350, U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH THE OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE LOCAL WATER DEPARTMENT AND APPLICABLE AWWA EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF SPECIFICATIONS. ALL EXISTING UTIU11ES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, 7. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE SITE LOCATION. IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED 'TO AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR DOWNTOWN HYANNIS THOSE VERIFIED SHOWN BY THEEOEIN AND WNER, THEAVE NOT ENGI ENGINEN EER, ITS REDEVELOPMENT EQUAL. REDEVELOPMENT PROJECT REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 8. WATERLINE INSTALLATION REQUIRES THRUST BLOCKS TO BE 206 MAIN STREET, HYANNIS, MA 02601 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHIT BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE PREPARED FOR OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID HYDRANTS IN ACCORDANCE DETAIL #301. SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF HYANNIS MAIN DEVELOPMENT, LLC ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE 9. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR ACCORDANCE WITH MASSACHUSETTS BUILDING CODE AND 666 SUMMER STREET POSSIBLE REDESIGN. AT U11UTY CROSSINGS, VERIFY IN FIELD APPLICABLE NFPA REGULATIONS, (SEE PLANS BY OTHERS). STAMFORD, CT 06901 THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 10. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY TITLE PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY UTILITIES PLAIN INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE FINAL LAYOUT WITH APPLICABLE UTILITY COMPANY. 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. BAXTER NYE ENGINEERING & SURVEYING 11. ALL LIGHTING SHALL BE DIRECTED SO AS TO KEEP ALL 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE LIGHT WITHIN SUBJECT LOT. ALL LIGHTING SHALL BE ON A 15' Registered Professional Engineers and Land Surveyors MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER MAXIMUM POLE. LIGHTING DESIGN SHALL MEET THE H Massachusetts 02601 LINES CROSS SEWER LINES, THE SEWER LINE SHALL BE: REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 78 North Street- 3rd Floor, Hyannis, LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18'" BELOW "EXTERIOR LIGHTING DESIGN". Phone - (508) 771-7502 Fax - (508) 771-7622 % Ur THE z THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS 12. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR Ln POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH BACK FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION FLOWABLE FILL TO BE THE BASE COURSE OF THE SURFACE 20 0 20 40 1' SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT—LINED TREATMENT. THE SURFACE TREATMENT SHALL THEN BE !?.,',t 'n. +' DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR REPLACED IN KIND. IF THE BITUMINOUS CONCRETE SURFACE IS SCALE IN FEET L_`' a ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY WITHIN THE ROADWAY THE BITUMINOUS CONCRETE TOP COURSE 1"=20" Y o 3r ? SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS SHALL BE FINISHED WITH INFRARED TREATMENT TO BLEND FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES EXISTING & NEWLY PAVED SURFACES. SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT 2 THEY ARE WATERTIGHT. 4. SEWER MAINS TO BE 8" MIN. SDR-35 PVC WITH A MIN. DATE. 01/31/07 0 SLOPE OF 0.50% UNLESS OTHERWISE NOTED. SEWER MAINS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWED LINE SHALL BE 6'. IF LESS THAN 4' OF COVER IS PROVIDEID, INSULATE SEWER LINE AGAINST FREEZING IN ACCORDANCE WITH C05 __j DETAIL #205 OR EQUAL. N0. BY DATE REMARKS 5. SEWER BUILDING CONNECTIONS SHALL BE 6" MIN. SCHEDULE RA I [CHECKED pRA� Mgp� 40 PVC, U.O.N., AT A SLOPE OF 1% MINIMUM FROM MAINLINE TO BUILDING UNIT WITH A CLEAN OUT SET AT A DISTANCE OF 0: 2006 06-064 C'ML PLO 2006-064PU.dw 10' (U.O.N.) OFF EACH UNIT FOUNDATION. JOB #2006-064 0 0 N O v' r s- BENCHMARK�� s> = 35.48 ,, PK NAIL PLAN BOOK 514 PAGE 53 ROOF ROOF DOWNSPOUT IIDRAIN (TYP') � ru Itr, t1 t; 35.58fo , •- RD RD RD RD RD RD 36.58 RD RD RD RD - D D II . - � • � : � r � r �l r � � r � I i I I I I I I I I f7- r rLLO-i r � II ° FF EL-36.00 L I I ��� I I rp� I I I ;;, I ��� I I �p� �� ��� I I ��� I I Fps I LJ I J I I L 1 I LJ I I L _J LJ LJ 1 I LJ LJ LJ LJ8►.25I i J• �•_-, •- ° 35.72 1 135.26 1 I : : �;!. I 1 I I I I 1 II r I I I I - Ix I I " I I ® I 13 I x 35.76 36 6 35.76 CULTEC 5.76 36.26` I ICULTEO I I I I I I _ I - �. I I 35.26 I 1 STORhIFlLTER I I I I I� ° I I STORMFILTER I I I I I I I i 1 ) I I I I I 1 36• .; ,• row I I � � I I ��a251 I � 1 , i I I I �1 I I (" i r _ (- �_- I 1 � � 1 I L�J I I L�J(TYP•)I I LO J t I L�J I LpJ L�J I I L�J I I L�J I I L�J I I L�J SB/DH Z ``` -- OUND . _° I • I I I I I I I I I I I I I I 1 I , ' ' I r---I I I I I F. F.,.1 (��1 {, I I (� I i (" I t -1 I I `r LJ l .J LJ L�J I I L�J I I L0J I I LI I I L0J I i LoJ L�J = i 1 0 I I 0 I I 1 1 rt, I U 1 1 CULTEC I i I I CULTEC I I I I I I I I I i CULTEC I I 35•g5 ° ~ 35.95 1 1 (TVp,)CHAMBERS I I EDGE OF I ( STORMFILTER I I I I I 1 i I I I STORMFILTER STONE I I ® I x I I x 1 t 35.72 1 1 (TYP.) -� I 1 / ' •-- .22 35 2 36.2� ..... .p . _I -- I - 3572 I I I I •2 I I 35.72 :. (- -1 I I (- -1 I r -1 I I r I I I- I . (- -1Fp L- -� ,f 35.85 ' - .' LHJ L�JJ7 L�J L_ J LOJ L_ -� L�J - -� J L�J LJ L�J L�J LOJ r: ,.L�J 35.s • FF EL�36.00 FOOTING, TYP� (ASSUMED) D x a II $ 3g_ 35• 36.05 .55,„ M.05Rn RD RD Rn Rn RD 36.0 7 fl 3jFq 5.92h 2x D 35.39 34.89 35.f9 hp 4 35.89 CULTEC 35.25 35.58 1x STORMFILTER �. 2x� 2x u ' 35.16 34.66 35.16 35.41 E-�`- - - -- - - 35.66 35.6� 35.35 -�-3 D 35.1 x x CULTEC x --,� x -- x - x - -+ ( -� - - - - - - -- - - x35.4135.52 35.69 STORMFILTER 1% ix 1x 1 x L - - 35.02p - - - - - - - - - - - - - �n 35.12Ip43 35.18 34.93 35.18 - 34.61x 35.4335.18 34.79 �. r. x I • ���� 35.43 ...• 34.93 % �, u; 35.93 in 01 GENERAL CONSTRUCTION NOTES: 1. OFFSET DISTANCES NOTED ARE TO, THE CENTER SITE LOIwATION: ITS ENTER OF CATCH BASINS GRATE 1' BACK FROM FACE of CURB DOWNTOWN HYAIWNIS GRADING AND DRAINAGE NOTES: 2. SE REDEVELOPMENT PROJECT 1. THE PROPOSED FIRST FLOOR ELEVATION = 36.00 10. ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS AS LINE WITH A 0.1' LOCAL DEPRESSION. WRAP CAPE COD BERM AROUND 206 MAIN STREET, HYAINNIS, MA 02601 IS EQUAL TO ELEVATION 100.00 AS SHOWN SHOWN ON PLAN. ROOF DRAINS TO BE AT LEAST 10" CPP AT 1.00 BACK OF GRAZE Willi A 3' CURB TAPER. PREPARED FOR ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESS % SLOPE MINIMUM, UNLESS OTHERWISE NOTED. MINIMUM TYPICAL 3. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION OTHERWISE NOTED. COVER SHALL BE 2 FEET, U.O.N. LAYERS SHALL BE REMOVED FOR 15 FT AROUND THE LEACHING BASIN HYANNIS MAIN DEVELOPMENT, LLC 2. DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE 11. ALL RCP PIPE TO MEET CLASS IV SPECIFICATIONS. SYSTEMS AND REPLACED WITH SAIND BORROW PER MHD M.1.04.0 TYPE B 666 SUMMER STREET CLEARING do DEMOLITION OPERATIONS SHALL BE REMOVED FROM ABBREVIATIONS THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE 12. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT BOCSTAMFORD, CT 06901 CONTRACTOR . SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS. BOS BOTTOM OF CURB BOS BOTTOM OF SLOPE TITLE 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. EXCAVATION/FILL NOTES: �" 8INI of OR GRADING & DRAINAGE PLAN 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE GRAM BREAK FFE FINISHED FLOOR ELEVATION EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1H:1V OR GB SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE HP HIGH POINT BAXT'ER NYE ENGINEERING & SURVEYING 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA REQUIREMENTS. STABILIZED WITH 6" LOAM, SEED. & MULCH. THE CONTRACTOR GENERAL FILL � Low PANT Registered Professional Engineers and Land Surveyors 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, TO OF SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETA11ON HAS BEEN SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE CURB PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED AS DIRECTED BY A TOW TOP OF WALL 78 North Street - 3rd Floor, Hyannis, Massachusetts 026., FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE IS Phone - (508) 771-7502 Fax - (508) 771-7622 •'� CURLER OR EQUAL. APPROVED BY A GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL - OPERATIONS FOR GENERAL SITE GRADING SHOULD MEET AASHTO DESIGNATION ran ^`" . ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND A-2-4 (CLASS III) OR MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL W. 0 6 m N INSTALLED FOR H-20 LOADING. ENGINEER. ALL FILLS SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND OA. COMPACTED AS FOLLOWS, UNLESS OIHERWISE NOTED IN PROJECT SPECIFICATIONS: 20 0 20 40 ` 7. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTIrI D-1557 SCALE IN FEET o PROPOSED STORM WATER MANAGEMENT INFILTRATION FACILITIES AND (AASHTO T-180) •` ), SEWER SEPTIC SYSTEMS AND HAZARDOUS STORAGE 1"a20' `° u SANITARY / - TOP 12 INCHES OF ROADWAY SUBGRADE, 95% OF ASTM D-1557 (AASHTO 3� �� TANKS/FACILITIES. T-180) - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 12 INCHES), 92% OF a' 8. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL ASTM D-1557 (AASHTO T-180) -) INFILTRATION RATE PRIOR TO COMMENCEMENT OF CONSTRUCTION - FILLS IN GREEN SPACE, 85% OF ASTM D-1557 (AASHTO T-180) (ASSUMED 5 MIN./IN. INFILTRATION RATE). IF RATE VARIES FROM - FILLS FOR PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL BACKFlLL), 95% ASSUMPTION, SYSTEM MAY HAVE TO BE REDES IGNED AS DETERMINED OF ASTM D-1557 AASHTO T-180) DATE: 01/31 07 BY THE ENGINEER. 0 9. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PLASTIC PIPE WITH O SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR Cm6 J EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A N0. BY DATE REMARK DIAMETER UP TO AND INCLUDING 24". BACKFILLING CPP MUST RA I M1WE C E BY: MW DRAWING NUMBER FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE 31 MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). 0: 2006 2006-064 CML Pl.O 2006-064 .dwg O JOB #2006-064 CAI O U c, MUNICIPAL STANDARD 6' 4V CPP ELBOW HYDRANT TABLE OF DIMENSIONS PLACE 5' GALV. ' WITNESS ' POST PAIN70 PUMPER CONNECTION BENDS B C D E F BENDS F . BLUE TO INDICATE VALVE LOCATION AS TO FACE ROAD. PER LOCAL 6- 111/4' 8- 15- 12- 24- 12- 6- 45- 8' 30" 12" 24' 14' C DIRECTED. MARKER LOCATION MAY BE SUBJECT FINISH 6- 221/2• . 19- - 13- 6- 90- . 30 27' TO HIGHWAY DEPARTMENT APPROVAL ADE--\ 8- 111/4' - 20- 12- 8- 45' 30' = 24- FACE OF 8" 221/2' - 22' 17- 8- 90- 38• 35. GRADE CURBING 12" 111/V - 30- - - 15- 12- 45- 40- - 40. FINISHED 6' DM, CPP PIPE 12' 221/2' 35' 25' 12" 90' 60' 52' GATE VALVE 3 PIECE RISER, -�5.. PLAIN IS 8'x6' 48' CPP WYE BOX AND COVER .,- 4Dr 6' DIA CPP PIPE PAVEMENTiSURFACE , ,TREATMENTSURFACE i B S C F ADJUSTABLE VALVE BOX W/ LID (VARIES) Z (�W TYPE) OR APPROVED FIG. EQUAL BUILDING MALL w 1 VARIES UNDISTURBED < DEPTH •' Z C4 SOIL _ N 00 z VARIES _ SECTION 1-1 .. 3'x4- DOWNSPOUT (OR AS NOTED BY ARdiITECT) °� ♦ • • ° •.•:-•, COMPACTED • ° •COMMON FILL/ n BACKFlLL TABLE OF DIMENSIONS j ORDINARY BORROW H: •- C/lSf IRON DOS 940E H % + THRUST BLOCK - MIN. X . o ° (NEE?AH R-4925-F OR APPROVED Ea1A� BEARING 3 S.F., DO 6'x 6'x 6' 12- 24' 24- 18" 12% 12'x 6' 12• 24" 24' 18' a - •o •a 12'x 12'x B' 24` M.J. GATE VALVE 1n NOT BLOCK DRAIN. 8"x 8'x 6' o ° b a' FINISHED GRADE 6' DIA. PIPE B'x 8% 8- 24' 12'x 12% 12' 36" 36' 1 3 _ ! kn � :`•S .�f• HAND TAMPED �. TEE �- a BACKFILL cn a< HAND TAMPED -• � gg ��jTR r Y' UKM ao '� - • HAND TAG TRANS COUPLING �e rNi r �- 4' DY1, CPP PIPE : ,- 2 G _ : T ACT 'COMPACTED :a •-s: ,; WATER LINE Z BEDDING 4'XB' CPP ENLARGER MECHANICAL •; ' 6' 90• CPP ELBOW 8'x6' 46 CPP %YE JOINT (TYP) •. d1 t° COMPACTED • 6 UNDISTURBED 1 I SUBGRADE ; -" �• + ONCRETE 18'X18'X8' SOIL I Ix- THRUST BLOCK CONCRETE BASE - SECTION 2-2 2500 P.S I. NOTES CONCRETE 8 , 2'x 2' BEARING%REA. NOTE: TYPE 5 LAYING CONDITION j. •' 6' DIA CPP PPE CPP ELBOM NDISTURBED CRUSHED STONE 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES. THRUST BLOC, EARTH (MIN. 4 C.Y.) G a- AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). FOOTING COMPACT TO 95% STANDARD PROCTOR (MIN.) IN 6- LIFT (MAX.) ~' • 6' DIA CPP PPE NOTE. PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. a A a ••COMPACT TO 95% STANDARD PROCTOR (MIN.) IN 6" UFT (MAX.) CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON 2. CONCRETE SHALLNOT BE PLACED AGAINST PIPE BEYOND FITTING. v ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE. . ;=; UNDISTURBED EARTH. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE MEHTOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE 9Ila1 UTILITY TRENCH N.T.S. c- ROOF DRAIN N.T.S. c- FIRE HYDRANT CONNECTION N.T.S. c- CONCRETE THRUST BLOCK N.T.S. GATE VALVE N.T.S. 13� p�TA1L 300 pETA1L �Ot pL�TA1L 310 pETA1L CONCRETE COLLAR (TO BE USED ONLY WHEN CURB STOP BOX IS SUBJECT ?ter TO VEHICULAR LOADING, Le. DRIVEWAYS, PARKING PROPERTY SET FLUSH � LOTS, ETC..) LINE WITH FINISH GRADE ) SURFACE TREATMENT VARIES TREATMENT VARIES FINISH GRADE STEEL REINFORCED PRECAST �\//\// e ° o_ °• SLOPED CONCRETE CURB (4,000 PSI) / .. GRANITE EDGING o=n e n =n e n.e•e. .n.n e= S OPE VARIES-- t CHAMFER ........... ........ .. ADJUSTABLE .. y SURFACE VARIES CURB STOP BOX `� SEE PLANFOR MATERIALS 1' BITUMINOUS SURFACE COURSE/DENSE MIX .. SEE PLAN FOR MATERIALS �• 0000. a:!' �p PER MHD M3.11.03 TABLE A CURB STOP ROD INSTALLED e' 'r o0 0 ,- + o e. ., .• .:: • oo o e •. R:• 2' BITUMINOUS BASE COURSE/BINDER WHEN CURB STOP IS 18 30 a (MIN.) o p• •_ :a e o •.;':a-o•:p �y4:i: PER MHD M3.11.03 TABLE A AND LONGER J �,[,� f : ° •Ooo .• •cP° ob° O C p o°b • eQ. .• •• •'oe W p •� 0 0 .' -o••O -.4 o o .4 0 .4 o ° •.°- 12' GRAVEL BORROW M1.03.0,TYPE A OR B m t� Oo 80. °• O CONTINWS CONCRETE • •• •8 0 ° °• O ob• $ o eo .o. $ •0 ° o'. g 1 ob o O o• O o e • 4 o OR RECLAIMED PAVEMENT BORROW M1.11.0 3/4- STANDARD BRONZE m G�`" ` p o p o. ••_ "`�'.`:::, .. • op o° g°o- BIDDING (3000 PSI) _ •0 8 .4 p� 0 8 •4 e p, .. .. O.p O .:,, 0.; •e CURB STOP ASSEMBLY to j A ° o 0 0. ;•- '`e'•, i '"'•?_�- ° O •O °° O p.4 0 0 .0 00 �8'0°o.. S F WATER SERVICE LANE dt MATERIAL V ° j' •' •q .4 0:.. ° ' 8.0. •q o° CID ° ob $..• i :b e c o e o: g .�o e''ti ': .r. •• 00 ob p o Oo• Oo •: = :. - ;,r..: O e Oo . ob 8°•p� ooY8op16 �• y poo• O �po �'.�•%... :,:• O o Oo poo, O SIZING PER WATER DEPTARTMENT � �1•`J� t' MAX. UP •'8 O � •" � _ • O o 8 0 0 ��` ' !'•• PAVE]IQ1T COMPACTED SUBGRADE o'p .d�° �� •:: o0 ob o0 O o Op ,b .4 STANDARD I]l1TY FIFYpF .,:..�. •.° ° o b BrldL 45' \ �Ns' BY 2Y DOWEL AND SOCKETS FURN ��� AND COMPACTION ACCEPTANCE NEST'S NOTES WED AT ENDS SETTING BRtIX 1. THE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP \ OF ALL CURB SECTIONS IN 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M3.11.09 CORPORATION UNDISTURBED CROSS SLOPES SHALL BE 2.OX 3,000 PSI CONCRETE- COMPACTED 6' 6- 6' ACCORDANCERECOMMENDA WITS MANUFACTURER'S COCK ASSEMBLY EARTH 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE FIELD PLACE GRAVEL BASE COMPACTED RAVEL (MIN.) 2 PAVEMENT DENSITY AS OUTLAWED IN M3.11.09 BASE EXCLUDING CURB RAMPS SHALL BE 5X WATER 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB COMPACTED COMPACTED 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH AASHTO T230 RAMPS SHALL BE 8X SUBGRADE SUBGRADE MAIN NOTE RAMPS A MINIMUM OF 4 FEET CLEAR SHALL BE MAINTAINED AT ANY 4. MATERIALS SWILL MEET OR LNGACCEEDSU THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III , ALL CONNECTIONS TO BE FLARE TYPE PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, MATERIALS AMID THE FOLLOWING SUBSECTIONS UTILITY POLES, TREE WELLS, SIGNS, ETC.) NOTES., MINERAL AGGREGATE :M3.11.04 BITUMINOUS MATERIALS :M3.11.06 5. CURB TREATMENT VARIES, SEE PUNS FOR CURB TYPE. 1. JOINTS BETWEEN PRECAST UNITS SHALL BE TIGHTLY MINERAL FILLER :M3.11.05 COMPOSITION OF BASE COURSE :M3.11.02 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. BUTTED (1/8- MAX) WITH CEMENTED JOINT AS NECESSARY. 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT ELEVATION 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. SECTIONS/PRIOVISONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1 8. CEMENT CONCRETE STRENGTH TO BE 3500 PSI AT 28 DAYS. 9. PROVIDE EXPANSION JOINTS AT MIN. 16 FT. O.C. WITH PRE- 6. CLASS I BITUMINOUS PAVEMENT ,TYPE 1-1 REQUIRED THE SAME TESTING AS BASE COURSE AND MOLDED JOINT FILLER. SHALL HAVE A MINIMUM OF 95% COMPACTION. TESTING TO BE COMPLETED BY METHODS 10. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. OUTLINED IN iM3AI.00 SITE LOCATION: o- SINGLE WATER SERVICE CONNECTION N.T.S. c- ACCESSIBLE CURB RAMP - TYPE 'A' N.T.S. c- SLOPED GRANITE CURB (SGC) N.T.S. 0- FRECAST CONRETE CURB (PCC) N.T.S. c- BITUMINOUS CONCRETE PAVEMENT SECTIONS N.T.S. DOWNTOWN HYANNIS REDEVELOPMENT PROJECT 313 pLeTA1L �O0 pL�TA1L +w p�TA1L +12 pETA1L 4/e p�TA1L 206 MAIN STREET, HYANNIS, MA 02601 PREPARED FOR IMPERVIOUS TOP SOIL MIX 6" MIN. COMPACTED DEPTH HYANNIS MAIN DEVELOPMENT, LLC SURFACE VARIES LOAM AND SEED 666 SUMMER STREET PARKING SIGNS FOR HANDICAPPED CT 06901 SEE PLAN FOR PLACEMENT FINISHED GRADE STA F RD, HANDICAPPED RAMP 1.1-L, LI ru TITLE "VAN' ACCESSIBLE 4' SOUD WHITE STRIPING •, ° '•''.- / TH VAIN HANDICAP SPACES o ,� D.C. DETAIL SHEET 1 OF ,2 DING SIDEWALK /i 'Fpo 9, O° 0 0,�°OBUIL Fat TY(P�E PLMNA IIAaT AL3 JL &i S \/ 4 o Ep ° °° ° o 00 TRACEABLE ELECTRIC BARTER NYE ENGINEERING & SURVEYING JDlI1M6 SAID LINLILMPA11Qt5 0 o p WARNING TAPE 6' BELOW \ o °00 0 8 GRADE . • o _ L 2 3�. :......;: _ .. .. .. .. :-:::. :•:::.:: , IILDOBIG SAID ° ° o o ° ° 00° °°O ALL DUCTS SHALL BE 5- e • °' N Registered Professional Engineers and Land Surveyors �\ ° 0 8 \ SCH. 40 PVC OR AS 78 North Street- 3rd Floor, H annis, Massachusetts 02601 v SEE PLAN FOR Z TYPICAL LAYOUT � / pO °0 0 0 OTHERWISE DIRECTED y F 7REh7MENT---- VAN a / `: :': ` :- BY UTILITY CO. Phone - (508) 771-7502 Fax - (508) 771-7622 : ----------- A ao -------------- 16'RFFIDCBVE t �' • `r '+-•;��'' • '• TOP OF DUCTS SH LL BE • •• ' +•,° e- ::-:;::. VAN � ��' 0 1 -------------- W WAKE ,••f'•-•i '.:• \ ` WIRED TO DUCT SPACERS. L r PAfN1FD BAR ._ r' ;o MINIMUM CONCRETE 4 -------------- ,c ,•. o \ \\ \\ \\ \\ \\ \\ \\ \\ •� �• 1��.•: :; ENCASEMENT AT ALL POINTS AA AGGREGATE BASE \\\\\\\\\\\\\\\\\\\\\\\\\\\ :' a ,� `� •`' , ' :'..}• - o (Mft� � // // // // // // // // // \/\/\/\/\/\/ STEE1PROVI R CONTINUOUS R ED \/\\/\\/\\/ //\\ \//\\//\\� ;•••'' .. s STEEL REINFORCING BARS AT / / / � / / / � • .: � :• r - . .- _ ' : •; E�LG�1nsloEs BANK�I�sBEN 3,*,r, W !` . : 'Y'• , / "E D TO ALL DUCT E SPACERS. • •. ai : IN, \\ \\ \\ \ \ 5'-0- 8'-0- 8'-o- 8'-0- 8'-0- 8'-0' MINIMUM of 8'. ' / \ \ 3 to 3' PROVIDE INTERLOCKING PLASTIC o ��\ LENGTH VARIES SUPPORTS AND SPACERS AT SEE PLAN 4' 13- 4 INTERVALS NOT EXCEEDING 5' , THAT PROVIDE 3' VERTICAL 4' SOUD WHITE EPDXY RESIN 41• AND HORIZONTAL SPACING DATE: 1131107 U 1 NOTES: NOTES OT SE THICKNESS VARIES WITH TRAFFIC, CLIMATE AND SUBGRADE. CONFRIM PAVEMENT MARKING (20 ML THICKNESS) TYP. BETWEEN DUCTS. oMINIMUM BASE THICKNESS NTH PAVER MANUFACTURER. N 2. CONTRACTOR SHALL FOLLOW MANUFACTURER SPECIFICATIONS & TOWN 1. 4000 PSI CONCRETE FILL AROUND DUCTS.REQUIREMENTS FOR INSTALLATION OF BASE AND PAVERS. ~O 3. PAVER TYPE do COLORS TO BE SUBMITTED TO ENGINEER FOR APPROVAL. J 2. CONCRETE MAY BE POURED DIRECTLY INTO OPEN TRENCH WITHOUT FORMWORK. c 7 cL 3. DUCT SPACERS TO BE USED AT 5'-0' CENTERS. BETWEEN DUCTS, NO. BY DATE REMARKS i D WN : MTM IDESIGNED BY: MWEICHECKEDDRAWING NUMBER o- PAVING BLOCK SIDEWALK N.T.S. �. HANDICAP PARKING STALL LAYOUT N.T.S. c- �BOSTON BAR' CROSSWALK N.T.S. c- UTILITY DUCT BANK N.T.S. DETAIL �4o DETAIL.. T� p�TAll_ ° pETA1L 0: 2006 2006-064 CML PLO 2006-064DT.dw (� l JOB 2006-064 o � O m C, 0 0 0 0 0 OO O O O HARDWOOD STAKES O O_O 0 00 3/4' to OR DEADMAN ( •) ❑ ❑ 0000000 O 000000001-1/2 atone 00000 00 TREE PIT ❑ ❑ 00000000 00 0000000 O0 ❑ ° °O°00 °O ROOT BALL 00 0 0 0 0 BLACK REINFORCED RUBBER ❑ 000°O°0 O° GUY HOSE (ABOVE FIRST BRANCH) 0000000 00 O O O 0 O FILTER FABRIC 00000000 00 0°0°0°00 °0 ELAH THREE STRANDS OF /10 GAUGE 000000 000 00 0 0 0 0 0 TWISTED GALVANIZED STEEL WARE o°0°0°0°o 00 O° PLANT AT THE SAME DEPTH 2'x2'x8' HARDWOOD STAKE O°000°o°O°000 s� AS PREVIOUSLY GROWN. (3 STAKES PER TREE) TIGHTEN AS SHOWN. 3' PINE BARK MULCH UNTIE AND ROLL BACK BURLAP TREE SHALL BE SET PLUMB; IF SYNTHETIC WRAP IS USED, �g. FROM 1/3 OF ROOT BALL (MIN); AFTER SETTLEMENT 3/4" to 1-1/2" stone REMOVE COMPLETELY. ROOTBALL SHALL BE SET 2' 6• IO°O°O°O°O°O°O°O°000°O°O°O ABOVE THE ESTABLISHED SLOPE TO FORM SAUCER. FINISHED GRADE. Inlet grate PLANT BACKFILL MIXTURE. 3' PINE BARK MULCH, SCARIFY EXISTING SOIL & BLEND DO NOT PLACE MULCH �_ rN1N PLANTING MIX 1:1 WITHIN 3' OF TRUNK. Inlet BOX FILTER FABRIC AND COMPACT TO 90x Wire ties 6' MIN. 3. SLOPE TO FORM 3' HIGH SAUCER. � SUBp2ADE Overlap geotextile 6" MOSS -'0076W 6' VARIES 6- MIN. MIN. PLANT BACKFlLL MIXTURE. .s95MR124 nays UNTIE AND ROLL BACK BURLAP 1. Lift rate and wrap with filter fabric Mirafi 140N or equal) to 8. FROM t/3 OF ROOT BALL (MIN); 9 P � 4 i IF SYNTHETIC WRAP IS USED, completely cover all openings. Secure with wire ties as shown. Set 18' REMOVE COMPLETELY. grate back in place being sure not to tear or dislodge geotextile. Li EXISTING SUBGRADE, OR 2. Place 3/4" to 1-1/2" stone, 4" to 6" thick on grate to secure 12' VARIES 12• TOPSOIL MOUND COMPACTED the fabric and provide additional filtration. Max. Olro67oge Arw = 1147 oa C- SHRUB PLANTING N.T.S. C- TREE PLANTING (For Trees under 4' caliper) N.T.S. C- AT GRADE INLET PROTECTION N.T.S. 500 �L�TAIt_ 91 1A DaTAIL STAKES (2 PER BALE) 1-1/4' x 1-1/4% 4' WOOD STAKE AT 8.3 FT O/C SITE OR APPROVED EQUAL BALED HAY �1 •J ;; •J _� c:. `MIN. OR STRAW t': i• t + t`~ MIN. MIRAFl SILT FENCE (MIRAFl 10OX) •� :.� FILTER OR APPROVED EQUAL �i• •�i•-�i •�i•• FABRIC '�• it '>: ='!.• '>: '>� .�iY•+a-. PLAN VIEW PLAN VIEW 2•x2'x3' WOW STAKE, CATCH BASIN ?'x3' REINFORCING STEEL GRATE OR APPROVED EQUAL SITE WORK MIN. EXISTING AREA FILTER 4'(MIN. PAVEMENT FABRIC A0 0 f, AL FLOW PROTECTED F w ��`� `� MOUNTABLE BERM AREA (WETLAND) 8' (MIN.) 4' EMBEDMENT 14' CRUSHED STON AIL E TOP OF A` ALGROUND AL 4' EMBEDMENT g�� V (MIN.) Noh$: NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT 1. ENCASE STRUCTURE WITH HAYBALES IMMEDIATLY AFTER CATCH BASIN CONSTRUCTION. LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. V (MIN.) MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF PLACE 4' OF FABRIC GRASS HAS BEEN ESTABLISHED. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ALONG TRENCH AWAY 2. IF GRATE IS AGAINST EXISTING CURB THEN HAYBALES ARE TO PLACED AROUND RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH FROM PROTECTED AREA THREE SIDES OF GRATE ONLY. ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT BACKFlLL AND TAMP OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, 3. WHEN STAKES MUST BE DRIVEN INTO PAVEMENT THE CONTRACTOR SHALL USE DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REINFORCING STEEL STAKES OR DRILL HOLES. REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 4. GRATE TO PLACED OVER FILTER FABRIC. 5. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. SE LOCATION: c- SILT FENCE BARRIER N.T.S. C- CATCH BASIN SEDIMENT TRAP N.T.S. a STABILIZED CONSTRUCTION ENTRANCE N.T.S. DOWNTOWN HYANNIS ifl�TA1L REDEVELOPMENT PROJECT �L�TAIL C>t�TA1L 206 MAIN STREET, HYANNIS, MA 02601 PREPARED FOR IMPERVIOUS TOP SOIL MIX 6' MIN. COMPACTED DEPTH 2 1/2"$ 12 GMM HYANNIS MAIN DEVELOPMENT LLC SURFACE s DIA.W/ EX NEAR ° 666 SUMMER STREET ' VARIES LOAM AND SEED W/MEX N� AND WASHERS 0 0 FINISHED GRADE WNW MM STAMFORD CT 06901 NOTE: OFFSET SIGN 2'-r FROM FACE OF 0 L 911E UWW SWILL iEEF 7W REWAID M CURB WHEN REQtARED FOR CAR OVEMW41G FINIISHED OF CDC 19-16-001 0 Moir F X LK*M TO R ff IOW MIT MEDL HALIDE 1ITLE - / KU DETAIL SHEET 2 OF 2 \ SEE u►YlDur SHEET o 0 O O o o° � FOR SKIN FACE 0 L F29LOW 1O I/WIAN A MNI111M OF 1 \� ° ° �° p p O o \ \\�\ T FOOTOVDLF3 / o 0100 0 TRACEABLE ELECTRIC o o LIMANIIE FTNASN ADD SME SHALL BE N ACCORDANCE 0 , 0 ° 0 °° 0 ° WARNING TAPE 8• BELOW '"1N BARTER NYE ENGINEERING & SURVEYING Z X ' ° o 9 GRADE ao N % / ° O o o O o 00 \/ COMPACTED FILL APPROVED 9I SH�K7& 2 1/4'+12 QAUGE o 48p VOLT AMMAWE UPON =SUM SWLL BE LIAMIAP 20y20�2�� f2 VOLT ` o o YEAR WANWM. 1�wtsr (2) Registered Professional Engineers and Land Surveyors / O ° o ° O 00° 0 ° ALL DUCTS SHALL BE 5' u POLE NEW: 1Q' TYPICAL LAYOUT � ° 0 °° °0 °0 8 0 0 SCER40 P C�AS POLE OVMM : s 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 _ '• _.,j::: `•• BY UTILITY co. .. BMT " ' sim 9oLNIRE Phone - (508) 771-7502 Fax - (508) 771-7622 BOLT sL�: 11 BOLT aRaE 16'REfIECTIVE ~ 4 '-; Y• `. ' TOP OF DUCTS SHALL BE 2 1 QALVAN7ZED � � ' .• A PANIm BAR ,_ .••'• •,� ::.. .' \\,� WIRED TO DUCT SPACERS SUPPORT ADDIDR BOLT: 1 7tJA'�/DOUBLF WAR! MlS1ERS '. •�Aw *`'.-�� •� / MINIMUM 4' CONCRETE OR O MIISE DIIECIED BY THE 000!ARpRM MATTHEW ENCASEMENT AT ALL POINTS 31W OK PAN HEAD a `'r / • • s� PATCH, REPAIR AND MACHINE SCREW ' a "' "� i r�y f• ,� •�'S , REPLACE EXISTING PUWNG W/HEX NUT NOW: W. o '• PROVIDE CONTINUOUS /4 ADD BLED TO MACH A WASHERS ED - % / 1 r•.:� STEEL REINFORCING BARS AT EXWW OR REPAIR ANY LMM 0 MID Ld10.S�IMD�LOo ITINNCES� .I`� • •••• A �. .• :• LOCATIONS SHOWN. BARS ON DESIIJR� AREAS OF in 183 - EACH SIDE BANK SHALL BE LOAM OR O WIRED TO THE DUCT SPACERS. LANDSCAPING o MINT POE R) F1RlM9ED ADD/bTN1fD AIR M FI OVERLAP ALL ENDS A BY THE ELMIRDIL OONnVC= a v •\ \� MINIMUM OF 8'. PVC 0 4• �`'r L,_ '�a 0 , 3' 0 `: BOL15 v PROVIDE INTERLOCKING PLASTIC 0 LENGTH VARIES SUPPORTS AND SPACERS AT ° (SEE PLAN) 4' 13' 4' INTERVALS NOT EXCEEDING SIGN 0 0 5' , THAT PROVIDE 3' VERTICAL 0 ` DATE: 1131107 0 21• AND HORIZIONTAI SPACING / p NOTES BETWEEN DUCTS. 0 0 1. 40D0 PSI CONCRETE FILL AROUND DUCTS Q" COWACT ANCNOR Balg ADD PER '••� ~: : `T, 0 NSVLM BY E7:fX.'TRICAL CONIR�CTOR •,' �' GRAVEL =• 0 2. CONCRETE MAY BE POURED DIRECTLY INTO OPEN TRENCH O `•!� a WITHOUT FORMWORK. \ 0 +► • .:' J C)NCREIE PER iN ACCORD ITH ACCORDANCE W ;'.':'" t�:• v 3. DUCT SPACERS TO BE USED AT 5'-0' CENTERS. (� ) SIGN PAM ATTAICHkOff Cm8 N0, BY PATE REMARKS BETWEEN DUCTS D WN By., MTM I N H CK D E pRAWING NUMBER C- 'BOSTON BAR' CROSSWALK N.T.S. C- UTILITY DUCT BANK N.T.S. C- TRAFFIC SIGN POST N.T.S STANDARD LIGHT POLE N.T.S. O: 2006 2006-064 CML PLO► 2006-064DT.dw ��TAIL ° ��TAIL ra �l�TAIL f�B ��TAIL 0 L JOB #2006-064