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Home My WebLink About0025 FALMOUTH ROAD - Health PRO110SED SU. E Plod FOR INDEX OF PLANS AUDI OF CVE COD SHEET NO. TITLE SCALE 1 COVER SHEET 1" = 60' AT 2 EXISTING CONDITIONS PLAN 1" = 20' 3 SITE LAYOUT PLAN 1" = 20' 4 GRADING AND UTILITY PLAN 1" = 20' 5 SITE LIGHTING PLAN 1" = 30' 23 TH ROAD 6 LANDSCAPE PLAN 1" = 20' 7 DEMOLITION PLAN 1" = 20' 8 DETAIL PLAN N.T.S. 9 DETAIL PLAN N.T.S. HYANNIS MASSACHUSETTS 02601 DATE: JUKE 12, 2014 • � tea• A&. \ • • , ' ^s bra \ \ a • •\ -• kc _ate .: °' ?.*`a \ ' � • BARNSTABLE ROAD • \ AIRPORT ROADw ROTARY BARNSTABLE S ;;p 3•: 't LOTS • � i 7 7 . . .�' LOCUS MAP MAP 311 SCALE: 1"=800'f PARCELS 41 & 52 TOTAL AREA = ±54,789 S.F. SEE SHEET 2 FOR NOTES / f1.25 ACRES .0*pO SEE SHEET 4 FOR LEGEND A� � BEARSE 9O Al ,v ` ` 3 t \ Pi i\t � \ a f i a POSED AUDI OF DEALERSSMP BI C� f � N ` ., i- _._. 3 c \ ��/ ^_ Jo o22t sF �t�-'► ; y - N A �Fe rv, p Z ,akU �r�\c<<S Nt, `• N'F` ;��t m y ° LL j{ � S,# ter£� j d �� •�m '� ifs ; �� ` ti i ,,,-_..-_ y y„-# ttti in� OWN ER . _ x ALDONA ADOMONIS TRS 1 ` ti,, ti\� f,• 11 _--;__A ._-- -,.j � '\, C/O ALDONA ADOMONIS 2009 TRUST t P.O. BOX 231 SITE PLANS APPROVED n t1 ASSACH U SETTS S TE R L 02655 q t 1 r tl1 � APPLICANT,• LAH AM MANAGEMENT AND � LEASING, INC. C� y P. O. BOX 980 H YA DATE p ,A ,� NNIS, MASSACHUSETTS 02601 ENGINEER .- FILE:2716.0 SI TE (R)DESIGNcm n I C ENGINEERS INC. Sheet of 1 9 OVERALL LOCUS PLAN P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 JOB NUMBER SCALE: 1" = 60' 2 71 6. 0 4 N/F SW MOORE FAMIL Y LP N/F C/O JONES LANG LASALLE SW MOORS FAM/L Y LP MAP 311, PARCEL 2 MAP 311, PARCEL 1 >r, k��N� J BEA R SE 4o- WIDE ROAD ` J 17 a ! .,.XX -„ \, Y -`ri. r •,. �( : ; ...}.... 1.....t.--"""'"-".................................. \..,,_., .., j::l,`"\�`.,,...x.�-..-.....-y3 t,... Ste'-,..,.,.,,,,._ _ \1 xa N S GATEWAY ,.� ,A'�.,•'`i.}1�r r� u\r?;�E ?;�' r' :,j_�., -.\�. 131.39 I t, ,; !�I C.;� tzr_, , DISTRICT �: tiL \.,1, ... ' C.'I` ;f ., , ``t f r'• .-. LEGEND w r. \\\ >n" %0—\\cos\\\ 401\�\\\\\\\�a�\�\o\o\ \a\ \a\\\a�\�aa a - �\ \\\\\\�\\\\\�\\\ ��—a��\�\��\�\ � � ��\��n\�� \�� \\�\o\\o\\\o�\\\\\\\ s\-`t------ Ea{ r ,pe��'' 4-��i�i�}I �t� !r I�\ �i� `E iE�'� // :r �. \\\� t i.,,.... t::'n ,'�,,,,, ; :�t-`. \ r\E, ` '�- E ! � {! i,_. _i.,, �') t? E ` %r rr �. j:..�`•�i'�:.3\ Q �:..•i .�:r;l,: o - r'`' i ;r:: ff::� r %r` 4. �, ' \ ,. / <:, f z::c ' _ ,. EXISTING EDGE OF PAVEMENT \_�+,? }~\ r v E i i EXISTING .BIT. CONC. VERT. CONC. CURB r; �� ' y/\'' �\ ti 'rr•`'.--" �� fit, ,� f � j ,-� ��.�� EXISTING CAPE COD BERM � ` j ! % : .Z "r `a .. -'`, EXISTING 5' CONTOUR LINE �u: F �"\�`r-r��'i-,�:..............,,..,,.•...� "'? '�t j t ��,�., { ':r?? � � q£;,t > 1��1��2� EXISTING 1 CONTOUR LINE EXISTING WATER LINE 'h � ii'tl 11\Y � : t if, 7 � ^7�.w-� �`• X l r%``' �,1•r ;,� //,, E t'� { iti 1\ ! "� Z - i_ ! r 11 f f tr: ft• t.. r f ` r`` ,\ c}l i! ' r ;1- � ` — _ EXISTING SEWER LINE � , :`� t EXISTING DRAINAGE MANHOLE 7 f 2 1\ il 1 1 1 ., 1 ` fir` t \;.' 4.1 \\ \ 11771 EXISTING DRAINAGE CATCH BASIN "` � \rr` /r f E•: I ` 'r`fZ ' -` 'f I f EXISTING SEWER MANHOLE t ;� `.•, 7 �;ll� .' 1 � t��`�S_ " ` ��j-�u...�:7 �`� EXISTING WATER GATE f - i t •t : E p , M E �I !i ii ? h\11 t �0��l�'11 11 =!' 2.1 }.�\ T x. EXISTING FIRE HYDRA n' , ql� � �. EXISTING GAS GATE S Nlf ?t 1; t \1 l�J Av �, ! ii, .AV �vvvv ' •vwvV\� A\�\\�\\��! � �4: LEGEYT, FAMELIA M EXISTING GAS METER MAP 311 PARCEL 39 EXISTING UTILITY POLE �� •t �ti. i s� \\\ \ \` \�\ \\\\,\ \ \ \\ S e t \f i'c) ; :1 ' �: L �: �, c; 1 „ , , _,,, _., _ \\ \\�\ EXISTING LIGHT POLE do c `o t ,l �\\ \li) o ii, �, ,-\ � i OD t j;l� t..: EXISTING BOLLARD j .7t t a i , � j`, � � ``�� EXISTING SPOT ELEVATION `.� ;� r t li; `�l�'�� __ �,_'` � _.,.,.._,.__.,_,,.�,_, L:� \ •,fir �� '`; EXISTING TREE yet \`}i.•• f+ �t r" �4: 3 ., �,+t r �' �� .,� �t ��,r % F r 7 ;tit,,t it t F— _ : 7 t - i xK t \` 111 Al' 1 11 i\1 i r ' r, t j .�' L ,` f �1-��-l�1\\l l�°1 Z 11\��\,\l\� , ?\�� • itt ! i' 50_ o f• 41 t i 4 Ex r; ir;a.. li 7 t ! ~ j t` -.,...y,,,,,,,,,,,,,, t1 i,.. •i,/,5,3X ,,," �<`i�. ,�`,rr f--, „k„ r -., �7.ti 50.;.)5 � ( t t �7 \t `4`t ® !'t•"�C � j _.__ All, i '' LJ IS MAP 311 •f: Ij t t r PARCELS 41 & 52 F-r� _,__..,.. ,. . ._. _ ft ,t 7+ 1 't t � t 1.. ..?1 ��. ?'t N/F O t t j t i k <<i�: 't AvA .,.,_ `UO 'lw. � _` ® 6lR/SC/UNA AL G/MANTAS t MAP 311, PARCEL 40 , ; GENERAL NOTES: l f ! 7 i r!` j !7 , 7 : r'' 1,•' ! ! : '7 t t i t t t` t t t' I .� i € j--c-._,t, , j �` ; t .\ t it 7 i `i't�.:{� s ,t i \5 �..,_,,,,,,,..__,-.,, 'r• \� 1� ;z c>, I F j t r _.f` :. Y __ _\ ` ? `..i _ fr 'j 1. RECORD OWNER(S): ALDONA ADOMONIS TRS i'i if j` j f j t rr .` `.. \\ i .., +i to ll1 , �t�.��•ili`�il` �'\ "• } r �.,_, ,-_� �� _ _ _�..___- -- i C/0 ALDONA ADOMONIS 2009 TRUST 135.00 j ;` t' o „_._ _ ! P.O. BOX 231 f I \ .`... VILLE, MA 02655 f OSTER i' "w 1' _ ~ 2 THE LOCUS PROPERTIES PARCELS 4 4 AND 52 ON THE TOWN OF BARNSTABLE 11� t: a 11 t : j��' US S ARE SHOWN AS PARCE 0, 1, rl,1ti -1` 111Z' x��` ;\"" ,; j ASSESSORS MAP 311. I t j N/f- 3. THE EXISTING CONDITIONS AND PROPERTY LINES SHOWN HEREON ARE BASED UPON A CADD FILE 7 �, MORROW, BY DOWN CAPE ENGINEERING, INC. PROVIDED TO ATLANTIC BY THE CLIENT AND IS NOT A RESULT --------`-.._ D OF UR Y BY ATLANTIC DESIGN ENGINEERS, INC. _..-_ '1 �` i 1 �` � �: `�' LAN A S VE S �,:: i \t & t�,y ;�' 4. UNDERGROUND UTILITIES INFORMATION IS BASED UPON PLANS AND AS—BUILT INFORMATION r ;+ N R AN FA FEATURES AN IS NOT THE RESULT OF A SUBSURFACE SURVEY BY � r� h1 MAP 311, ATLANTIC DESIGN ENGINEERS, INC. PARCEL 57 r , \ 5 Y BUSINESS DISTRICT ( ) AND RESIDENCE B ( ) PER THE r it -...;' TOWN OF BARNSTABLE ZONING MAP. 1, t� 6. THE PROPERTY LIES WITHIN FLOOD ZONE C AN AREA OF MINIMAL FLOODING BASED UPON A REVIEW OF THE FEDERAL EMERGENCY t \} (FIRM) COMMUNITY—PANEL NUMBER 250001 0005 MANAGEMENT ATED AUGUS FL 85 SURANCE RATE MAP 7'! `i \ , DATED AUGUST 19D v { j -X 3 \r ' ,' �0 - t ~.~ - __- "" THE PROPERTY LIES WITHIN FLOOD ZONE X AN AREA DETERMINED TO BE OUTSIDE OF THE 0.2%' _. ` ~`~ t` `\ ! ANNUAL AN FLOOD PLAIN, BASED UPON A REVIEW OF THE AL EMERGENCY MANAGEMENT f \ . o . -,_...- � �l\ CHANCE N E FEDERAL � A PRELIMINARY FLOOD IN INSURANCE RATE M (FIRM) 25001C0566J, PRELIMINARILY 1 !• � �`` AGENCY (FEM ) SUR AP l� DATED MAY 3, 2013. xN\ �' 2 llt, `'`� „` 7. THE PROPERTY LIES WITHIN A ZONE II BASED UPON REVIEW OF THE MASSACHUSETTS GEOGRAPHIC �'f: ,�� -��.,,� ��- \ �z: � .;,� ,.� ..._ �.;;,ly;,,�;;..-. .-, t INFORMATION SYSTEM AND THE TOWN OF BARNSTABLE GEOGRAPHIC INFORMATION SYSTEM. ,.:iN iy 1 `Z \ >>;"i ., f „ , 8 REVIEW OFTHE TOWN OFITBARNSTAB ER GEOGRAPHIC INFORMATION SYSTEM. DISTRICT BASED UPON NIF W/LBUR, WINTHROP !% ✓R & NANCY h' TRS 9. THE PROPERTY DOES NOT LIE WITHIN AN ESTIMATED HABITAT OF RARE WILDLIFE OR A PRIORITY C/O W/NTHROP V W/LSUR JR REV TRUST lily l v r'r �' t'f i �v t� , ~ ��.--_. ' HABITAT OF RARE SPECIES BASED UPON REVIEW OF THE NATURAL HERITAGE AND ENDANGERED MAP 311, PARCEL 53 ` ��y " SPECIES PROGRAM 2008 MAPS OBSERVED ON THE MASSACHUSETTS GEOGRAPHIC INFORMATION ' [ j_IVC _I VC L f SYSTEM. 'J 1l`i\�� " ` .` `~:• S ~. 10. THE PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN BASED UPON /�0�� A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. l \ r �l N/F i HENDERSON, PAUL A N/F MAP 311, PARCEL 62 410\>\ MAP 311, PARCEL 61 JEAN AMOREW M MAP 311, PARCEL 60 RN OF� FILE: 2716.04SI TE Designed by : SCALE F�lcE'. v G� PREPARED FOR: EXISTING CONDITIONS PLAN Sheet Of ■ ® Drawn by : LAHAM MANAGEMENT AND LEASING, INC. FOR 2 g C% C DESIGN ENGINEERS, INC. Checked by : SCALE 20 = 20 40 �o G 3 � AUDI OF CAPE COD JOB NUMBER Survey chk. b P.O. BOX 980 HYANNIS, MASSACHUSETTS 02601 P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 y y DATE �S�°"`'`� HYANNIS, MASSACHUSETTS 02601 2716. 04 Approved by : NO. BY DATE REVISION JU N E 12, 2014 } N/F SW MOORS FAM/L Y LP N/F C/O ✓ONES LANG LASALLE SW MOORS FAM/L Y LP MAP 311, PARCEL 2 MAP 311, PARCEL 1 PARKING REQUIREMENTS PROPOSED EDGE AREA REQUIRED PROVIDED OF WITH PVERTICAL AVEMENT c`V�jc RETAIL:1200 S.F. GROSS FLOOR AREA 10,440f S.F. 52.2 SPACES GRANITE CURB EXISTING SIGN TO ( / ) BE MODIFIED AND PROPOSED PARK' ON FALMOUTH ROAD CUSTOMER PARKING 4o BEARSE ' WIDE ROAD OFFICE: 636f S.F. 2.1 SPACES AND BEARSE ROAD RE-LOCATED SPACE .(TYP) PROPOSED 8'x20' HANDICAPPED (1/300 S.F. GROSS FLOOR AREA) (TYP) PARKING SPACE AND SIGN (TYP) SERVICE: 12 BAYS 18 SPACES (3/SERVICE BAY)/2 ::::::_ : .......... __...............__------_-_------------- _ ._....... _..__-- ::.---:---- - ::::.-.- :. ::� _...::. I N USE A T ANY ON TIME #..E YA IN N I S °`. �T t'°v A;'" '1--t ', D I.`.�]F_`,r` ,'i' �,..: �, ;,a :� F 'r E r NIS _.. &MIN =00aRMOMMMar ; . n ...��.��w- � rus.�� e� ...��..-- �—aa,...��a�� .00.,..' ��, �n,...,..��a....... .�.' __.. :;,. . v ..... .. „._.-, ��\--� \.-....__....\.-+--__ - \O\\\\O��- _ ��m�00USOl� __.-��o�� v�� i i C � €.a,�l"�var!- : I:.�l.!SII�w...._ LE C�> ... .� .i�ci,-, . ` ,! � ,� �;i.-.�I _ri:_a�'.'I::. ... ,��;�- �'.. , ,. , � I 4,545t S.F. 6.5 SPACES ~� �I ( /700 S.F. GROSS FLOOR AREA) E_� � ` � �'-� STORAGE• SPA ' `' l' 1 ' E f I ` a, TOTAL: 78.8 SPACES 79 SPACES* INCLUDES (4) HANDICAP PARKING SPACES W/(1) VAN ACCESSIBLE SPACE. THE REMAINDER OF REQUIRED PARKING SPACES WILL BE PROVIDED ON MAP 311, PARCEL 40. Xl - - _- Ck Ck Ck \ ZONING DISTRICT: HB (HIGHWAY BUSINESS DISTRICT) o 04)\bO — — `` ` (PER TOWN OF BARNSTABLE E CODE CHAPTER 240 ZONING) ��+r STOR PAR i11��1� iz� - I FOR 25 FALMOUTH ROAD AND 28 HALLETT ROAD - MAP 311 PARCELS 41 & 52 c� + , v KI1�1�'�PgCEs 1 '\>> '1��r- ROPOSED EDGE OF\� r w. �. ` .: I I �AVEMENT WITH 6 �� ., TIE INTO EXISTING CO) ` ` PR CAST CONCRETE \ \ ; 3p3' 1 `` l``{ ` UR TYP REQUIRED PROVIDED . \� ( ) :.r 1 1 �! MINIMUM LOT SIZE 40,000 S.F. 54,789t S.F. VERTICAL GRANITE 1 ,, ;�\�. >> =,'�\ CURBING ` ` P OSED CONCRETE E i '\l ff tv�T ALL OVERHEAD E MINIMUM WIDTH 160 195.20 �. MINIMUM FRONTAGE 20 683.47 !� „ {, t� �,; _` Zi `�, �; ti\h? DOORS TYP ' =={-- __.. ..._...._.. � —1..,. _i � �......�.._�-. 1 � MINIMUM YARDS: \ FRONT 60'* ' _. �\ � 30.0 (TO ROUTE 28) { \ .t \1 `"-i` -fii t !L r + :. p►.: y;..._ ` >.•` `\• 4 3• i ;+ {{ 24.0 . i,• _ y} l {.,,,:I�• 1 a: �� i \` �: : \\v N/F REAR 20' N/A ;r r, _ i , �.£ r :o �v�„a,^ ,• � \ � � t; � £:^;'J(:� � r � . f�. ;{ i'f °!;':fir \ _...•_._,_ '� \, \ LEGZ ,, FANELLA M SIDE 30 ** 11.2 32.2 TOTAL `! �\t C •" \ MAP 311, PARCEL 39 {, ; {, �\� ;i\\ �` ,�� MAXIMUM LOT COVERAGE: 27.3% f' 1� -r_ i ' `~ mow. �, \� \ � \\\��\\ ��.� ,. i MAXIMUM BUILDING HEIGHT 30'/2 STORIES 27.5'/2 STORIES IF : ' `{ kll� �: a: �� \ ` �` * 100' MINIMUM FRONT YARD ALONG ROUTE 28. }l � :::: Z •'•i_ ;:t Wit; �, I �" r. �„�� ;l MINIMUM TOTAL SIDE YARD SETBACK SHALL BE 30 , PROVIDED THAT NO M `i ," - ---- --•. .__ IN ALLOCATION OF SUCH TOTAL RESULTS IN A SETBACK OF LESS THAN 10 , EXCEPT ABUTTING A RESIDENTIAL DISTRICT, WHERE A MINIMUM OF 20 IS REQUIRED. \^;� :"` ,-`,.+tip -r ;••E \i_,. �- l r- -. \,-:' � ' .� .. .: \�'_ .. .lire f• \ APi— DEALERSHIPPROPOSED AUDI OF CAPE COD . !{ £ t ` _..•_._--_.� ,i BUILDING '- �__. ti GROUNDWATER PROTECTION (GP) OVERLAY DISTRICT :r I.. EXISTING SIGN TO ��1 ,_._. .. £I "` \` ` �� _ _ 30,022� GROSS S.F. ,a ` ; �• •_ N `� ��\ NOTE: (PER TOWN OF BARNSTABLE E-CODE - CHAPTER 240 ZONING) BE MODIFIED AND ; lT _ _ { "' RE-LOCATED '' '� \` � '�� £ rl a 'rr f— , ,! ;'!!r \r �"°° EXISTING GRAVEL PARKING AREAS i L ; TO ER REQUIRE PROVIDED l�`\\�� {+.._ L t- �o BE USED FOR THE REMAINDER ` D Ell —,_.; i... 1 ` cam• y -� +t; __:��.•.�..,,t{ t '\ �+ L ` i a� ` 1 _ �,\�' a .+, ,_ �, OF REQUIRED PARKING SPACESLis I { ~� �1 , \,1� �\� L�i i MAXIMUM LOT COVERAGE. GE SEE TABLES BELOW% \ 4 =' = - a` ` �' `` ' FOR MAP 311 , PARCELS 41 8c 52 50% (IF ALL RECHARGE FACES OF ON ftt ai O r :,� � �-f .• -R-� ,.�1�\ti�1a� 1 ��1 1,PROPOSED o {, -- ; _:: - 1_i1 �1� \ ' �+ (14) VE ', BY IMPERVIOUS SURFACES I S DISPOSED r. f t!' ;_ f �\{i _ � iE�T ;i Srp HICLE ,t �, \ ! SITE)emu, t y 1=I4 Rq S .a- ;; '` •; --. _ ��_ � t] ��: ��: �``,, �.: � �,�t� SPACES ._...-._ __ -- , rr G E P A 't { , r « { _ter•' t -------- 'Cl � • ' q« ; I A , ,�ty+ t. S��tF 1. , •• ... ��h"`Y � f -.....••.._....•_._.•. -- .......... ` ._........ ... ,t,£• ,...; {{ �r'�� a' ;ti �,��.;:;� + o ii �\ • ��-- SITE CLEARING A MINIMUM OF 30% OF N A** w-a r ` + � .��, r -.�, a•.�7,)£r r�__�c•- :£_ PAD :_; \ �-. lE D (TYP) � if- t c... ��;-•-,.r; � � : •.�E• �''i{,�`� .:-L-•'� �. � i i � AL UPLAND THE TOT ' •; " : { �- :.� ,• -a -.__•. . . AREA OF ANY LOT {; G. £; "�'H+ > MAP 311 RETAINED IN ' SHALL BE PARCELS 4> & 52 ��.•��•�-__ .1 i r � ITS NATURAL STATE i /F O ..._. xJ^^.p i r a s :• _. _, 16R/SC/UNA5,, AL G/MANTAS I w �) CUSTOMER , PARCEL 40 _... __.._. . o - . i+ t ; MAP 311 _; * >50�' PRE-EXISTING IMPERVIOUS COVERAGE ON SITE � PARKING SPACES `' � •�. - i "wl { •; _ ** ENTIRE SITE IS PRESENTLY DEVELOPED AND NO NATURAL AREAS PRESENTLY EXIST. 1�C` (13 1 � _-.._•_-_.�......-_ ) CUSTpMER Ipt ll nr - _.._.•_.-_. PROPOSED EDGE OF ?ill\ ARKING Sp •_.-- IMPERVIOUS COVERAGE SUMMARY , + t TIE INTO EXISTING PAVEMENT WITH 6" = �� I FOR 25 FALMOUTH ROAD AND 28 HALLETT ROAD PRE-CAST CONCRE 'l : i ,: VERTICAL GRANITE bill '=�` � ` PROPOSED CHAIN LINK FENCE 1`� �.•\ " --� fl��` �lti l{ `�� l� ; t MAP 311 , PARCELS 41 & 52 CURBING CURB (TYP) `�f<4 llll WITH BLACK VINYL SLATS 1 ;,�1\ , �, I _.__-_.•- 1, l\� I l _ EXISTING ALLOWABLE PROPOSED* �� + AND GATE AROUND DUMPSTER ;l\' ` `; �. 5 ) ) - � N/F _..._._. ._. 3,96 % 00% 74% ' MORROW, 0 S.F.S F 98 27 394 S.F.S F (50 46 430 (84 tl :+ ALAN D * >50% PRE-EXISTING IMPERVIOUS COVERAGE ON SITE l 4t 1 ) VEHICLE _. ...-_._-.. ; O / A - - STOR L E AGE SPACES MAP 311, ill t I ii \ PARCEL 57 PRb :OSED DUMPSTERS ;=j - .•... - r ', E: ;� ; 0 ONCRETE PAD04 ' I _•. . . \ PROPOSED EDGE': OF PAVEMENT E t { LE sroRq �L l v GE SPACES { \` ` 1 l 1 l 11l� �� ...._.... � \�. fi .•'v.•� :r>, sr`z-'.ti:IF::r.`. W/LBUR, WNTHROP V, ✓R & NANCY K TRS C/O W/NTHROP V W/LBUR ✓R REV TRUST MAP 311, PARCEL 53 orl kj PROPOSED 9'X18' `''- ' ',�`� � VEHI-�LE STORAGE' O PARKING SPACE (TYP). li``lf N/F SEE SHEET 4 FOR NOTES ' HENDERSON, PAUL A MAP 311, PARCEL 62 N/F AND LEGEND r{ L O VELL, ✓OHN L ✓R N/F MAP 311, PARCEL 61 ✓EAN, ANDREW M MAP 311, PARCEL 60 49 FILE: 2716.04SI TE Designed by SCALE PREPARED FOR: SITE LAYOUT PLAN Sheet of ■ 'I� ® `^ Drain by : SCALE 1 = 20 � cn . LAHAM MANAGEMENT AND LEASING, INC. FOR 3 9 AUDI OF CAPE COD anI C DESIGN ENGINEERS, INC. Checked by . 0 5 10 20 40 � 0.3 �� JOB NUMBER Survey chk. by : F P.O. BOX 980 P.O. Box 1051 , Sandwich, MA 02563 508 888 9282 DATE ss'°NA�� HYANNIS, MASSACHUSETTS 02601 HYANNIS, MASSACHUSETTS 02601 27� 6 04 ( Approved by : w NO. BY DATE REVISION JU N E 12, 2014 • TIE IN PROPOSED ELECTRIC AND N/F LEGEND EROSION CONTROL NOTES CONSTRUCTION NOTES: 1. PRIOR TO COMMENCING SITE WORK OR EARTHWORK 1. AL PROPOSED DRAINAGE PIPING SHALL BE 12" ADS HOPE AND WATER PIPE AND SW MOORS FAM/L Y LP OPERATIONS, INSTALL EROSION CONTROL BARRIER AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF BARNSTABLE TELEPHONE/COMMUNICATION LINES - MAINTAIN THROUGHOUT ALL CONSTRUCTION. DEPARTMENT OF PUBLIC WORKS WATER SUPPLY DIVISION. PER UTILITY COMPANY REQUIREMENTS C/O ✓ONES LANG LASALLE ____ _-.-__ EXISTING EDGE OF PAVEMENT 2• ALL DISTURBED AREAS SHALL BE LOAAED AND 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN AND NOTIFY THE ENGINEER MAP 311, PARCEL 2 SEEDED IMMEDIATELY UPON COMPLETION OF OF ANY DISCREPANCIES PRIOR TO BIDDING. --------------- EXISTING BIT. CONC./VERT. CONC. CURB CONSTRUCTION. 3. ALL MATERIALS AND STOCKPILES SHALL BE STORED 3. CONTRACTOR SHALL VERIFY AL CRITICAL ELEVATIONS AND INVERTS PRIOR TO ............_..__................ ......... EXISTING CAPE COD BERM ON LEVEL AREA& ALL STOCKPILES SHALL BE CONSTRUCTION. 4• WHERE AN EXISTING PUBLIC UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, y SURROUNDED BY HAYBALES, SHALL HAVE SIDE THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY SLOPES NO GREATER THAN 30 X AND SHALL BE �R�N fc EXISTING 5 CONTOUR LINE TWO STABILIZED IF LEFT UNDISTURBED FOR CONFLICT. AND THE INFORMATION FURNISHED TO THE TOWN FOR RESOLUTION OF THE EXISTING 1 CONTOUR LINE ED 4. SEDIMENTATION CONTROL DEVICES AND EROSION 5 ASB PART AOF THIS SURVECE AND Y. NO ENVIRONME IS NTAL DEECONCERN NOT ANG THMINEDE OR EROF PROPOSED SUBSURFACE LEACHING FIELD #1 --__----- EXISTING CONTROL BARRIERS SHALL BE INSPECTED WEEKLY UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE PROPOSED TRANSFORMER ROAD EXISTING WATER LINE AND MAINTAINED As NECESSARY THROUGHOUT OR DEVELOPMENT OF THIS TRACT. 4'x4'x4' H2O PRE-CAST GALLEYS LOCATION (IF NOT POLE BEARSE �, WIDE _ AFTER ALL HEACH RAINFALLCONSTRUCTION AND PROMPTLY 6, ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AREAS ADJACENT ON 6 STONE BED WITH 12 STONE SURROUND ----- •-. ------------------ ----------------I - ". ................... TO THE SITE ARE NOT NECESSARILY SHOWN HEREON. EXISTING SEWER LINE MOUNTED) TO BE CONFIRMED __....- --.........._.......... :; _..._.__.._.- _t} _-_ ___.,. 5. ANY SLOPE STEEPER TAN 3:1 SHALL BE EQUIPPED r~ i? WITH SLOPE STABILIZATION FABRIC OR EROSION 7• THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WITH THE OWNER � \L_, EXISTING DRAINAGE MANHOLE CONTROL MATi1NG. WAY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ,tom` � /`-`\ 6. ALL CATCH BASINS SHALL BE PROVIDED WITH HAYBALE UTILITIES AND RIM AND INVERTS BEFORE COMMENCING WORK, AND AGREES TO BE �_ I EXISTING DRAINAGE CATCH BASIN DIKES OR PRE-MANUFACTURED "SILT-BAG" CATCH FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT OCCUR BY THE r. - 1 u_: `:'``--------...-.._.:::1 :-:::.:-F';`.�:::::::::::::;__ ._..................___-�r\..,-;T-;_;\a..._-----------......----.-_---..._--......---....._._........--------_-_- BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL w _._ .....:.. .,.__... ........ ..... ---- • --------.•.�•�-.. /\ BASE COURSE IS IN PLACE. INSPECT WEEKLY AND UNDERGROUND UTILITIES /017 K:t ,... -- . ...... ..... .... ........... ................... ax, EXISTING EWER MANHOLE OR ) �'," a J';s:: ' B. _. ' '``` ... ...._ AFTER MAJOR STORM EVENTS 1 GREATER ..._._... _... /�� c THROUGHOUT CONSTRUCTION IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF s� may--\ r BARNSTABLE DEPARTMENT OF PUBLIC WORK AND ALL UTILITY COMPANI S A MINIMUM j - � a�c�\��o � 'I \ \ �\ � a\\\� \\\��a\n\\\ns\\\\\� \\ r ate\\\\\ o\\ \ aa\\�--ems\ \\o�a�aml\\\\\\\\\\o\\\-\\\\�\ra �`��\�\a��\�o �o\ �\�\,a\ o -- \`-�o� 000�� -� �o\�o�\�o�\o\\\o\� \\\\\ S, E r/ ""-ii� t ;- �'tf tt \ j'` i \ off EXISTING WATER GATE 7. CONTRACTOR SHALL INSTALL 4• CRUSHED STONE OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF ALL `- ? 4," 1' __ �'� ;r. \ / r TRACKING PAD AT ENTRANCE PRIOR TO CONSTRUCTION. UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. ?;' ?�= y \ ,7 � � ! \ \.. !� i t \ 1 i f. �; f :+ ii ( ,tt ,-' ?' tJf •i • (j 'i ,?� �� ? ' •�` EXISTING FIRE HYDRANT 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE 9. ELECTRIC, TELEPHONE, AND CABLE SHALL BE PLACED UNDERGROUND IN ACCORDANCE \ C°°7 c, tj l L; `3 .: r ' �� I ` 3 \� INSTITUTED AS CONDITIONS WARRANT OR AS DIRECTED WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. REFER TO PLANS BY OTHERS IN \ I, tl ,? ii �- in,'" o` / j / ``i \.\ 3 ;`• BY THE ENGINEER AND/OR THE PLANNING BOARD. CONJUNCTION WITH THE UTILITY COMPANIES FOR LAYOUT OF RESPECTIVE UTILITY -� ? f: - _ -a_ i � ' ''`` __ ' j EXISTING GAS GATE SYSTEMS. I� t; ?; -a_ .;v v - tt i ?r j ?t \'i \ ! � ` f` i 9. THE CONTRACTOR MUST REPAIR OR RE-SEED ANY 10. SLOPES ON ALL PIPES ARE APPROXIMATE. CONTRACTOR TO HOLD INVERTS FOR ". _. _, : :1 1- ' __" _tr ;i if k: �, > "" ,/ IP, AREAS THAT DO NOT DEVELOP WITHIN A PERIOD OF CONSTRUCTION. ,: i -- ,i i? !i I. (? +�i cam,;--__.._- .__"... - u. _ t _ ;: t tt o ; ? ;' \f _-.;-v: ;` i' } EXISTING GAS METER ONE YEAR AT NO ADDITIONAL EXPENSE TO THE OWNER. �_ `' " fl �1, t t,_.-„i r i 11 " 11. TE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ,� ? � - '� ' ({ /` 10. MATERIAL STOCKPILES SHALL NOT BE LOCATED WITHIN �, \ r ? ?1js - 1 i�i,' ADJUSTMENTS OF ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES WITH THE £; ,, ! i�\\\`\` \�\ �: \` \\ \Z c� ~-a.__i ti ii t' `?' -� C" THE PATIi OF EXISTING OR PROPOSED WATERCOURSES \ \ i \ \\ ,i t fir; Q-,- j` ' ;'�_ UTILITY COMPANY, IF NECESSARY. IF ANY INTERRUPTIONS IN SERVICE ARE NECESSARY \ \ �_Z�:_zh,41` ? it ? �f �} �,---, EXISTING UTILITY POLE BOTH TEMPORARY OR PERMANENT) OR THOSE AREAS ? p,\\. �\,, \\ it F i ( 10 ABUTTING PROPERTY OWNERS, A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN. 1 f,\\ - \1 ; ;i 1 t \ � / ` SUBJECT TO STORM WATER FLOW. I \ i '\\\, \` \rii i i•? O t' i i / i : ! :_i,; \ i \ l::• t? r -\\`i i % i ? � Z• �� /' TIE IN PROPOSED GAS .,, " EXISTING LIGHT POLE 11. SEDIMENT CONTROL DEVICES AND EROSION CONTROL 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE ! r\\\ \ J, i �� - \ i ,\ BARRIERS MAY BE REMOVED ONLY AFTER THE SITE HAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ALL WORK WITHIN PUBLIC STREETS t� \ \ Z - 1 f i ,'°- \ ` \ ` PER UTILITY COMPANY ? BEEN STABILIZED. \� �'rt ft ^\L\\ ® \ \j I t `\\\\\\�,\�� \ \\ \" /'`+ ', ::''`REQUIREMENTS r EXISTING BOLLARD 12. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO 13. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S PROPOSED Wa i \\ 1 ;; '\\\ \'\,\\\\\\\��\ ��;�� ii M` " , \ \\ �'' 1 X, EROSION, WHICH REMAIN DISTURBED BUT INACTIVE FOR OPERATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION QUALITY II,IL\ ` \ ? r" \\b \\\\\ \�`\\ \\` \ rrn \. ,� \ \ `t' _.': EXISTING SPOT ELEVATION STEELING N AAST IRTY DAYS.CCORDANCESHALL RECEIVE WIT THE MASSACHUSEARY TTS AT THE CONTRACTOR'S EXPENSE. \, O \\ \ ,\\\\\\ \��\ \\ \ a� 14. ALL STORMWATER AND SEPTIC SYSTEM COMPONENTS AND DRAINAGE STRUCTURES SHALL BE �1i \ i i` EROSION AND SEDIMENT CONTROL GUIDELINES. IN ALL r- TANK\ j \ \? \\\ \'\l i ,� .y1 \4 _ ,- ;`~� REWIRED TO WITHSTAND HEAVY DUTY H-20 LOADINGS _ ? i Q t� �\ 1 ��; � CASE, STABILIZATION MEASURES SHALL BE l!1 i\ .y �, / \ \ IMPLEMENTED AS SOON AS POSSIBLE IN ACCORDANCE 15. ALL DISTURBED AREAS SHALL BE PAVED, LANDSCAPED, OR REVEGETATED MATH 6" (MIN) __ 11 l\ ffl \\\\ l`\' ;�\ l�\} \ -' EXISTING TREE EROSION AND SEDIMENT \\ �` , . `". ST TR S LOAM AND SEED IMMEDIATELY UPON COMPU=)ION OF CONSTRUCTION \ \. WITH THE MASSACHU ETTS /\ \ \i U \ _a \ _i \.- I \ ; CONTROL GUIDELINES. `f: \\ \\\\+ \ ,\ ,_ '\\\Y ft 16. CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES, INCLUDING WATER TRUCKS !:: - " ti� \ \` W \ i U .1 � \. \ v... 13. EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN _•_ '' 1. r u'` `'' PROPOSED 5' CONTOUR LINE A MANNER SUCH THAT RUNOFF IS DIRECTED TO TRouGHOUT CONSTRUCTION UNTiL PAVING IS COMPLETED AND ALL SURFACES ARE .r \ \\� L \\ �' \' \\\ t \`1u. �\\ " �\ TEMPORARY DRAINAGE SWALES, STILLING BASINS, �' \ STABILIZED. DUST CONTROL ADDITIVES SUCH AS CALCIUM CHLORIDE OR SODIUM CHLORIDE r i\ \ i` l ` 'i v�\r." \ \ ?? 1 \\ l�.\i L`` ?,\ \ ------_.._`. >.__. f=__ _ _ _. -._._.. .___ ........ __ , SHALL BE USED ONLY WITIi PERMISSION FROM THE TOWN. ,: i \,�;,\ , \? G �� \ ate. .. _._ __.<\' - CO i` i? tA,\ r \\, \ �. \ SEDIMENT TRAPS AND/OR SEDIMENTATION BASINS 1T) ,o,x,\ � '\ - - _ »>•': .,.�•,,.•>" "'` PROPOSED 1 CONTOUR LINE i ; i \� SETTLE OUT SUSPENDED MATERIAL PRIOR TO 17. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING WITH AND OBTAINING ALL �) ` III ?1 1 '\ \ I \ � \�11 €r i I \ ` •, 1. G \ \\ \. I I \ *\ \ `e\�� \�\\r\�� DISCHARGE THROUGH PERIMETER EROSION CONTROL APPROVALS FROM APPROPRIATE GOVERNING AGENCIES AND UTILITY COMPANIES PRIOR `? ?. 1 N`\\' ' 1 j L 4'w ?r? �' \\ i r; \ ` ` ` ` `�� `��\� ' ' ' `\\\\\\.\\ PROPOSED DRAINAGE LINE BARRIERS. THE INFILTRATION BASINS SHALL NOT AT TO. DURING AND AFTER INSTALLATION OF ALL WATER, SEWER, DRAINAGE AND SITE �� t , d f? ; i \ - f,, ry_ �#,fi rt ?f '�1 r-;? c,`.:; \\ r' : ANY POINT DURING CONSTRUCTION BE UTILIZE UTILITIES i \ \ , a g ,. ?i7trti: `o'• `frv~``\ �\ i ;t-j ,- \_1 �yj Ott ? „ \ t. '' r' (a tf c !i X�?i.'.i \ j ti\ \\\ ;-) (� :z, -ETC- PROPOSED ELECTRIC TELECOMM. LINE TEMPORARY SEDIMENT BASINS 18. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED INSPECTIONS (� r `\\ tia fi t � \. AND/OR CERTIFlCA)10NS REQUIRED BY CODES AND/OR UTILITY COMPANIES ARE t, it 14 F �•i tr ?\\ / 1. ?,i t j� t..- ' \ _\ \ \ ` THE LOCATION OF TEMPORARY DRAINAGE SWALES, \ �. COMPLETED PRIOR TO INSTALLATION. BACKFILLING, ANNOUNCED BUILDING POSSESSION, c;_;?, \ r ,_ , y , ff� w�! D~ .� '� \ : \ \ r �> SEDIMENTATION TRAPS AND SEDIMENT BASINS SHALL �t \\ _ ; \, -_: : o. �\ `. 3\� ;\ '.\. r 2" W PROPOSED 2 WATER LINE BE DETERMINED IN THE FIELD AND RELOCATED AS AND THE FINAL CONNECTION OF SERVICES :i ,., '` :.t;; ". ,' l .i - , ' \ » REQUIRED AS CONSTRUCTION PROGRESSES. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SURVEY CONTROL POINTS a ? A\\\\ 4 � � -. �t ?•� �? t \\ ,��\� \\` B• w PROPOSED 6 WATER LINE AND BENCHMARKS NECESSARY FOR THE PROPOSED WORK. i` t' Y' ?, 1 r ,1R 3 ��,. :k\,\ �� \ \\\ �� \ \\ \ \ 15. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES .. ? , \ \ .. ��F''`' ` .... \- ,.`'�"�. ,f -_ ,-._._`-_.- ' ' t�'t \\i F ;i ,•.^� '- \ \ \``\\\��,\\\.\ \ \\{ E u i .\ _ \� i fi='+F 't i� f I , � \\�. � ��-._a..>\`. �� 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE s ,ti \/: a�,_ ,t = ADDITIONAL SILTATION FENCING FOR INSTALLATION AT �� t':%' 1 ? \ `.� _. a i t t 7 ?•ti�' '" i°"'`` \\t ---•-. _ i\\\\\\ \� \\ `\--�aj_.l:� PROPOSED GAS LINE LOCATION AND ELEVATION OF ALL WORK INSTALLED. \\ t ii --_,___. \ THE DIRECTION OF THE ENGINEER OR THE PLANNING "._ ¢� ?,a r dt t �. t aS \ ----a\\\\`\ \ i I:?` BOARD TO MITIGATE ANY EMERGENCY CONDITION. (� f t \ 2 ® i77 \ :' ` !F'': /::/\ L �Ca. a??t? r-t j f Y o \ t , � ��\\ THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN AL SAFETY MEASURES NECESSARY ?�`\� �` !:!: .> =' Itv t_ f_--i ',fs1€ rf ��\\. I a ;•,q.> �,,4; ,- . %`\ RD-- PROPOSED ROOF DRAIN LINE �\ \ J i :,-- f -, j,� a j., f �,lI _ \�\I `:48,2..> TO PROTECT THE PUBLIC DURING CONSTRUCTION. INCLUDING. \\\ I ' i w' / �� i I 4^ 1 t w i _ , ' t\ ;\, 16. REFER lb THE CONSTRUCTION DETAILS FOR ADDITIONAL BUT NOT LIMITED TO BARRICADES, SIGNS, FENCES, FLAGGERS, LIGHTING, TIE IN PROPOSED ?� \\` L -�Y /� , " \\\, 1M PROPOSED OPTIONAL FOOTING DRAIN LINE EROSION CONTROL MEASURES POLICE DETAIL, AND ANY OTHER MEANS AS DIRECTED BY THE TOWN. NO BUILDING SEWER i 1\ \ a / } �° ?? Y r_,. i' d \ Yrl . �� - .-... TRENCHES ARE TO REMAIN OPEN OVERNIGHT. � " \ i P P I 17. THE ENTRANCE AND EXIT 7o AND FROM THE SITE li \\ \ . _ \<, / \�� 1"k,M, .,rye 1! � "K ?j _.. r ` .; WILL SERVICE INTO �°>-,-\ _C� 1 0 22. ROPOSED SE TIC L NE SHALL T MAINTAINED IN A CONDITION WHICH ONTO THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE 'i PREVENT TRACKING OR FLOWING OF SEDIMENT ONT MATERIAL AND OTHER DEBRIS RESULTING FROM THE WORK. AT THE END OF CONSTRUCTION �_, EXISTING MANHOLE \ \ . = = = RIGHT-OF-WAY.4,55< \\ t` i I T SPILLED THE CONTRACTOR SHALL REMOVE AL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS _-f \ y. _.-_-_,.,,, PROPOSED SILT ENCE DROPPED, WASHED OR TRACKED ON 0 PUBLIC FROM THE STE, A THOROUGH INSPECTION (1F THE WORK PERIMETER Is TO BE MADE AND " _ ,_ :, it \� - ' _ PROPOSED AUDI OF CAPE COD -"i \ \ ? \ " t \� { RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED AND ' ,of ,��^ 11 t� _" ~--- REMOVED FROM THE SITE. �,5"ti j �"" ', _,�,� ! i\ ;' ;,�,.. __,.. DEALERSHIP BUILDING ��""-.,.�_ i? -. �� ° Al ` ! ._._ -� PROPOSED SILT SACK SEDIMENT TRAP 1a THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE _ - .._, _ 23. r ' \ \ \ i \ j _ SITING, RELOCATION AND AUGMENTATION OF EROSION THE CONTRACTOR SHALL REMOVE AL VEGETATION, TREES, STUMPS, GRASSES, : : e _ -.. 3 0 0 2 2 f GROSS S.F. (1 \` i \ \ , CONTROL DEVICES AS THE PROJECT PROGRESSES AND ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR 1.' \\\ -- " ` + ..'rS w °'. \:\i }, 1 1THE SITE DRAINAGE CONDITIONS CHANGE. CONSTRUCTION. \ \ __.- - -_ .. -------_._. .87xPROPOSED SPOT ELEVATION \ \ _ _ " , „. \ \ \ , t 1 �f 3624. THESE PLANS SHOULD NOT BE USED FOR CONSTRUCTION UNTIL ALL REQUIRED \\\ \ -\ i,_ _t Y p--7 i •-_._, ;',' v \ 1 19. THE CONTRACTOR SHALL MODIFY EROSION CONTROL ' t , -----. APPROVALS HAVE BEEN RECEIVED. � i - �y�� \ - �`,\ r' ,- ii `' ? i .\ 1, \\ ,\ -- t HXP PROPOSED HIGH POINT MEASURES BASED ON CHANGING SITE DRAINAGE =" l�i a\\ \\\ 4\� �' ' a t. �J' + iI t \ _•. CONDITIONS AND EXPECTED FUTURE CONSTRUCTION 25. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPROVED PERMITS AND i _ ;�_, \• � , � -, . ?+ `\ \ --------- ACTIVITIES WITH ALL APPLICABLE NATIONAL, SATE AND LOCAL CODES, STANDARDS, ORDINANCES, 1,' \ \-?�L\\\\\\,J �"il I` w x -j \ r -" UP PROPOSED LOW POINT ;y F ' ? i,,i <i: r' s p a \\\ \� L�: t.,�`\\A\t \, !i - s `\ \ ti 1 RULES AND REGULATIONS" : "-- :. `=M-:_;i it I ` t g � f j3 r `- t"�__! a"� \\ f ; \\ \\\ \''\\.' it r v a: \ y? ; ii AREA OF '. ' �Q 1> ' 1 - \\\, \\\•• , La- i \ t i 1 ''' '- PROPOSED CATCH BASIN 20 DISTURBED sa R EFFORTS SHALLBE MADETO LIMIT 26. BUILDING FOOTPRINT'S SHOWN HEREON WERE PROVIDED BY ARCHITECT. }t -.1 ith y, l •� 1i ,.. -. , 't"-="i,L, `7'-". �•-a,s,-\ , \\ ,\ \t c , Lt i i i a El' t( ` 4 r f a-•- ? �� ;�a\\\\ \\ \ ,, \ \ ? 1 i:= _-_- THE TIME OF EXPOSURE OF DISTURBED AREAS. 27. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS, DESIGN t;t ?h \ -\�±\� \\ \ \ \\\\ ,, \ ,�` ti ? �' `� .;;, \i :("' -'~ -- ! AND DIMENSIONS OF ROOF DRAINS, SEWER, DOMESTIC WATER SERVICE, FIRE SERVICE, O if � i, rt '.� , ?1 j i :-_ .I'. _,,, , ;\ \ , ,,\ \• i ,, PROPOSED DOUBLE CATCH BASIN 1.1 fti t ti . _ \\ �� \\ -""�� _ WATER SYSTEM NOTES: ELECTRIC, TELEPHONE CABLE PATIOS, PR CANOPY DRAINS FLOOR DRAINS, ENTRANCE/EXRS i. i t�e ` -...,tiy-„L\,a"�\l\\\ �\�\\\ .Y __._._-<_------------,i.._. t \\ ft :\ • PROPOSED BEEHIVE CATCH BASIN GRATE i ? a tr ,- __ fi �! i" f tia,_„4�, \ STEPS/STAIRWAYS, DECKS, PATIOS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING t?i w�: It "._ �� " d `?; •s ,_ Y�. \, �� ? !+ UT1LiiY ENTRANCE LOCATIONS. is a _ W. , ...._ -,_.� r k i :_,,t/ o i t, _- t _ 1. ALL MATERIALS AND WORKMANSHIP TO CONFORM TO 7 --1�_ A- •c, n �I. ,t t t -"t_ __. f �••- ? li c?; J __ ! i ! .0 p �\ ?.',.. -i' THE RULES, REGULATIONS AND SPECIFICATIONS OF TE 26 AL DIMENSIONS ARE PERPENDICULAR TO THE PROPERLY LINES ..� ti r: ;i „ _ .1 ti s.:_,_'_. :_? PROPOSED SIGN 5' \ I _==;-;__ � C. ` '- , , , '. : r t«,T ii ;rx �t 1+ ?;\ f t ? --r ... �� ?i \ _. -'� HYANNIS WATER SYSTEMS AS AMENDED TO PRESENT. x\�' : r, _ •".__ t ? t !+ 29. ALL PARKING LOT CURBS SHALL BE PRECAST OR CAST IN PLACE CONCRETE CURBING AND k> it f i _„`?f _ tty% ''; i; --- WATER DISTRICT HAS AUTHORITY TO AMEND PLANS. tl = =_= 11 :- �+' " +it t';"` f i ; ; `t ' 1. HAVE A MINIMUM CURB RADIUS OF 2' UNLESS OTHERWISE NOTED. .. "� f _ 2. 1 i O ,i I DOMESTIC SERVICES TO BE 200 PSI CTS PLASTIC LINE 30. ALL BUILDING UTILITY SERVICES SHOWN ARE APPROXIMATE. REFER TO ii i + +"-�._....-,•tt' t!g "._.a -� i+ i \i\ `'i f t ? i 11 ti i�� !'` -".-- -"a 1 l i i; i in WATER DISTRICT SPECIFICATIONS SLEEVED WHERE ARCHITECTURAL PLANS FOR EXACT TIE-IN LOCATIONS. SITE CONTRACTOR IS f1 i+ t i l ._S �: i w� i t li'+ r \ ............. ! i ;i ,} RESPONSIBLE FOR UTILITY SERVICES TO WITHIN 5' OF THE BUILDINGS MAP 311 REQUIRED. I ; ? �. r-", , \ t t PARCELS 41 & 52 1J t �, \l: LLj f , 1. "- - ? S CODES AND _, t i ,; \ �-'� 3 GATE VALVES SHALL BE MUELLER ONLY. IRON BODY ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED TO WITHIN ' Ge i j i ' i , E I 1 i i? \\\\\ n//F "Y ` BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OF THE BUILDING AND IN COMPLIANCE WITH LOCAL MUNICIPALITIES 11 SUCH UTILITIES. TING T WITH ANICAL JOINT HUBS. t i i it `_-_._._�,", ! % j KR/SCIUNAS, AL G/MANTAS VALVE SHALLUCONFORM INNEVERY RESPECT TO ALL f 0 2. SIDEWALK GRADES ARE TO BE PER FT. SLOPED AWAY FROM THE r 1 , '� I. 3 MINIMUM MUM REGULATIONS INSTALLATION OF I'll a '' t - - 1; APPLICABLE AWWA STANDARDS WAVE SHALL BE BUILDING ? 1 i r, 1 i t f � ;: I DESIGNED FOR 200 PSI MAP 311, PARCEL 4O PRESSURE A D SHALL KIN D 300 PSI TEST 33. FINAL DESIGN AND LAYOUT OF UNDERGROUND GAS AND UTILITIES TO BE DESIGNED BY"? t ��t`2"W M�, rY ~{�'' t t+i it ! ; ` PROPOSED WATER -' I't � t! 1t OTHERS IN CONJUNCTION NTH THE UTILITY COMPANIES SITE CONTRACTOR IS ;r--t . ? _±�, i 1, ;+ R 1 ? i t i T. 1 r''`f 't � ....,_ _ x OFLIHE AWWA AS TO S E°STEM, PITCH OF DONS I 4 RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AND ALL UTILITY \\ \ �, r G; i i ! ? i QUALITY INLET `..1 ,��• �., �' -,. INSTALLATIONS ARE TO BE IN FULL COMPLIANCE WITH ALL THE UTILITY COMPANIES' Q� PROPOSED \\\\\ \\`\,\,'�,-� c� ? ?i i r � • t' Et -- - ? �� f;:'r:�! '1l-� s GASKET SEATING AREA SHALL BE FULLY MACHINED TO DESIGN AND SPECIFICATIONS CURB STOP :�\\` '\1\.\, \\L`\\.\\ \\ TANK #2 �;'' ;t ..__._, _......,__.._ -. - .-..- THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA _ _ 1 1 1 r`r --- , , \ \\�: \ � i ?r + i f 1 J i 1 t f , t-=- �': \-._-_ _ i SPECIFICATIONS ALL VALVES SHALL BE PROVIDED WITH r`\\\ t \\\\\•\\\\�\\\\\V { 1 t f '"?�"- --r:l_. �'" ' ® � --- _ 34. BLE SOIL MATERIALS UNDER ALL INFILTRATION STRUCTURES SHALL BE REMOVED 2 INSIDE \\ \ \ , I -: -_ O i _, , ,------ • " A REPLACED WITH SAN _ i .- -_,_.,_ , I 1 ;: c? D PER 310 CMR 15.255.3. \\\\ ( :- \\\\ i 1 A i i i O 1 1 j ~1 ? :y`= -.-.-.____-_. I; ka; _. ;f SUCH(THAT THE SEAL PLATE CAN V E FITTED WITH NEW ALL UNSUITABLE PROPERTY LINE t \\\ \\,\' 4 ,y�,;;,. t ' -w--s"__" i ? i t _` , IS ER PRESSURE IN 35. WORKING WITHIN A PUBLIC RI OF WAY WILL REQUIRE A ROAD OPENING PERMIT. �"." i 1 I i ", ; a \ \ " f r _ll t t i`11 1 "'ii , .__ - ------ i ! THE RFULLY OPIEN POSITIOCH THE N ~ :. _. i UNDER \ r. ,.- "i t "_,_ PROPOSED 6 1 \ i:- \ \ � ~`` ? `- 5. WAVE BOXES SHALL BE BUFFALO OR PIONEER AND ,. : \`' \,i \ \,; ��- ". __ 'I- , : .7 ., + 1 GENERAL 0 AND M NOTES• \i+ i `` ,\\ \\ ,\\, n t?• ;- t j c*�; c'. i i; �. SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. \\\\` --\, , w f,`\\ \\\\`\'`,\\\` \\,\ , �-VN--,,- ,z „ i I c? ?t J., ` __..__ � THEY SHALL BE CAST IRON, TAR COATED. SLIDING TYPE 1. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DUCTILE IRON. \,i i\\\. ;; " \ \f ? , i' a '' "` ^ I i �; ? ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON INSPECTION AND MAINTENANCE OF ALL STORMWATER FACILITIES UNTIL THE \\ \` ` ' i\\\?t i i PROJECT CONSTRUCTION IS COMPLETED. SUBSEQUENT TO THAT, THE FACILITY F _ l i i' ,ky.. CLASS 52 CEMENT \`\ ?`\\ :�" ::---r- O - _.._-._ COVERS SEE DISTRICT REGULATIONS \\` , r i 1 !w " -.-.-- \t i "''; \ - t t N/F MANAGEMENT COMPANY WILL BE RESPONSIBLE. LINED FIRE SERVICE ;\\ ._._; , ; "- _,_,_ ry O p .-•_. ,,.,:, \ ' I ,•; OW S. CONCRETE TRUST BLOCKS AS SHOWN. CONCRETE i p ti: -__ - i \ i _ \ •----- ! t .k' �11 ' SHALL 1 PART CEMENT AND 2 PARTS SAND AND 4 2. THE OWNER/CONTRACTOR/FACILITY MANAGER SHALL FILE AN INSPECTION " i\\\\ r "-'•a \ �, <^ c. 3 REPORT TO THE PLANNING BOARD FOLLOWING EACH SITE INSPECTION ?-- ? 1 '. \ ,:.. ALAI D 'za,z \ � ' \i i PARTS COARSE AGGREGATE. NCONCRETE CLASS "C• "'"� \ ~-----.._- +v PSI AS RECOMMENDED ABOVE. THE INSPECTION REPORT SHALL IDENTIFY THE DATE 1, -- PROPOSED 2 \` •J\\ f\-_, f ryf__._ ' ' : .__,-, ---____,t l ; _:t, � .- ---_. ,j` 1 WIT 29 DAY COMPRESSION STRENGTH OF 2000 P f \i - Y\`{t `'- "', 1 ' I _ OF INSPECTION, NAME AND CONTACT NUMBER OF RESPONSIBLE PARTY. - `" ;i It MINIMUM, MAXIMUM AGGREGATE SIZE OF 1-1/2". SPECIFIC STRUCTURES INSPECTED, SPECIFIC MAINTENANCE AND/OR REPAIRS 200 PSI CTS PLASTIC \ \ L- "-"_-!._t-? o 1 '� '' 4? \ ; .. - LOU/SE A TRUST BLOCKS SIZED PER SPECIFICATIONS \\.• ,1 ';i - 1 ? REQUIRED AND GENERA OBSERVATIONS. ANY DEFICIENCIES NOTED IN THE DOMESTIC WATER SERVICE ;;\Y '- _1 r ' ,' � : _- !! 1 MAP 3J1, ALTERNATELY PRECAST TRUST BLOCKS TO DISTRICT INSPECTION REPORT SHALL BE CORRECTED TO THE SATISFACTION OF THE o - O \"^\ \\\ "``y __"" t - - PA L 57 SP TIONS MAY B n D• PLANNINGBOARD �.. s 11A N 1! \ 1 ?; L` _."_ _._. _. i \ it3 \ j ! t * I 7. CARE SHALL BE TAKEN TO ENSURE TAT ALL PROPOSED SUBSURFACE LEACHING FIELD 2 `.\,,, "' " f' �`�" \ ;: g, - ~--- �. tl 3. D HYDROCARBONS TO BE IN !L 1 -•--_. i \ - CONCRETE TRUST BLOCKS BEAR AGAINST 11 " "' �'"` "- ' ? i t UNDISTURBED TRENCH WALLS, AND NOT TO ENCASE ACCORDANCE WITH APPLICABLE STALE AND FEDERAL GUIDELINES t - _..." ? t i p : __ i I AND REGULATIONS 4'x4'x4' H2O PRE-CAST GALLEYS `a' _' \\\\!? "~_,-- ? ----- \,,, FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS \\\• '' o \ \,` ' "`-_ •- \ ':'; i \'\ WHERE UNSUITABLE BEARING MATERIAL IS ' j ' \\i - ' `� ;, I _-..... __„ i 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AL COMPONENTS OF THE ON 6" STONE BED WITH 12" STONE SURROUND \\' i "-- - :N,:• ;; ENCOUNTERED. EXCAVATE AND PLACE SUFFICIENT '"- •'`` ' \\\_"_, ,q .": „ STORMWATER MANAGEMENT SYSTEM AND SWEEPING ALL PAVED AREAS r i - < BALLAST TO OFFSET THE ANTICIPATED \"\ :rt "'_' - _... 4' \ THRUSTS. i \\ _- �� j CO ANTIC D t - �\ \ \`\1 \� i ? I ' \ ~> B. MS APPROVED CONTRACTOR AND _< _ \\ �\\ •, , , i' TIE IN PROPOSED WATER ; t STORMWATER OPERATION AND MAINTENANCE ii � >- t TER SYSTEMS \\\, it t ' \"' �� ., INSPECTOR REQUIRED. SCHEDULE: LINES PER UTILITY COMPANY t;\ 1.\, iti ,:' '�K \�<. _.. .__._. __it i `_ •, < `) - - \\. c;' \\ � ?\\` \`1 i t~, 9. A REPRESENTATIVE OF THE TOWN OF BARNSTABLE DEEP SUMP HOODED CATCH BASINS: REQUIREMENTS ,\\ A \ \i - It �.... _. t \\ , \ ,: ''` \\`'; �-; Cam, WATER SUPPLY DIVISION MUST WITHESS THAT EXISTING C.?."z \1 _ t\ \\\{ f\\\ \,\f 1; "- " '<\ ` __--- _ ? r : � ' SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. INSPECT MONTHLY (MINIMUM). OR AFTER MAJOR STORM EVENTS (2" OR GREATER) \y° j\\\, \`y.~ ??j \;_` . ,w) IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DURING AND AFTER CONSTRUCTION FOR EXCESSIVE ACCUMULATION OF SEDIMENTS \\\ \ \ \ ~ is \ THE WATER SUPPLY DIVISION AND SCHEDULE AN TRASH, CLEAN SUMPS SEMIANNUALLY OR WHEN SEDIMENT REACHES 18", WHICHEVER \\\ \ \\\\, \\\i"~ -_..-� i? c' = \ 1 \ INSPECTION. OCCURS FIRST. ALL CATCH BASINS SHALL BE PROVIDED WIT HAYBALE DIKES OR \\\\\ \\,\ .cam.".".__i? f :: t �\ �\\` \\\\ \;\ \\` f` PRE-MANUFACTURED "SILT-BAG" CATCH BASIN INLET SEDIMENT COLLECTION SYSTEMS \ \ \\\\ \\\\ ~� ~ ` \-"~_", i? - UNTIL BASE COURSE IS IN PLACE. INSPECT WEEKLY AND AFTER MAJOR STORM EVENTS \�� \ ' \\` -,t „' / ' \� I ____,-__ i 4 (2" OR GREATER) THROUGHOUT CONSTRUCTION. \` STREET SWEEPING \\\ \ \ \` �, ,~ =``=� i \-'' ir'"` :; ~ •;I,'i:'`'; { a,4 BE SWEPT TWICE A MONTH DURING CONSTRUCTION AND TWO \ \\ �, \\ \\\ i i ;Ate. 1 Q i Q :;` A •ix ALL PAVED AREAS SHOULD \\ \,,,\\ i t r ~,~ *t,-. 31 :\ ,.' i � -?` x; TIMES PER YEAR DURING THE LATE SPRING AND LATE FALL SEASONS AFTER \ \` \\ ? t ..- CONSTRUCTION. N/ W/NTHROP V ✓R & NANCY K TiQS \�\ v r ! ~�:i r W/LBU/?, \ (' ~-` `�_V# I( )i ',-t i i\J 1.:,'4., ft'•' INFILTRATION GAUFYS \ ,�\v " C/O W/NTHROP V W✓LBUR JR REV TRUST "� CONSTRUCTION ri 3 --X ___.__.1" ( ) CONSTR CTIO \ \\\i` f E,~ '"- / ~,~ `. ' 1\ ,; AND INSPECT THE FIRST RFEW MONTHS STORM CONSTRUCTION TO ENSURE PROPER MAP 311, PARCEL 53 \ ~., 7 f--\ •.` ,.\ ;,<' \ \\\ ~ ' �' _ a:: STABILIZATION AND FUNCTION. THEREAFTER INSPECT AT LEAST TWICE PER YEAR DURING 1 \\ \ \r _ 11 L '' 1 5a:r';i -CHECK FOR ` \\ \\\\ r\, -C �"--- 7 r ACCUMULATION OF SEDIMENT AND PONDING WATER. FRPONDING WATER IS VISIBLE I 1 ,1` X\\\\ ``,, 1 :71 ®� " " "- INSIDE THE SYSTEM FOR SEVERAL DAYS AFTER A STORM EVENT. NOTIFY THE ENGINEER W " \ ', f ; ; - -..............-------- FOR POSSIBLE REMEDIAL MEASURES. REMOVE SEDIMENT AS NECESSARY DURING \\ I, \ ' CONSTRUCTION. WHILE THE SYSTEM IS DRY, AND AT LEAST EVERY 5 YEARS AFTER �� \i\ .� ` ," \l\\\\\� I .1 O �/ j� CONSTRUCTION. 1`1lJ WATER QUALITY INLETS (OIL/WATER SEPARATOR): `\,\ f I` INSPECT MONTHLY (MINIMUM), OR AFTER MAJOR STORM EVENTS (2" OR GREATER) \ ,1 l �`in n'` DURING AND AFTER CONSTRUCTION FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND \\\ / �> TRASH. CLEAN INLETS SEMI-ANNUALLY AND/OR AFTER ANY SIGNIFICANT SPILL. �� l 1 , k l\\,Yl' �`\ tr":I t i ' 1` 3� \\ k ` a ,,,,�`,; t HENDERSON, PAUL A .. 1.\ ? .. ii MAP 317, PARCEL 62 N/F N F L 0VELL, JOHN L JR / O >- MAP 311, PARCEL 61ro",_� JEA/V, ANOREW M �� MAP 311, PARCEL 60 FILE: 2716.04SI TE Designed by : SCALES PREPARED FOR: GRADING AND UTILITIES PLAN Sheet of � Drawn by pt I � LAHAM MANAGEMENT AND LEASING INC. FOR 4 g ® ' AUDI OF CAPE COD I con Checked by P.O. BOX 980 JOB NUMBER ic DESIGN ENGINEERS, INC. 0 5 SCALE zo - 20 40 .� �33 se6lo �� _� Survey chk. by : �Fs �sTE �G\ ,_ HYANNIS, M ASSACH U SETTS 02601 P.O. Box 1051 , Sandwich, MA 02563 (508) 888 - 9282 Approved by : DAT GA , NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 DUNE 12, 2014 2716. 04 _ ___ _ __ Luminaire Schedule NSF SW MOORE FAM/L Y LP Symbol Qty Label Arrangement Lumens/Lamp LLF Description Lum.Watts 0,j 2 OSQ 4MEBLS SINGLE 19394 0.930 OSQ A NM 4ME S 57K-UL SV(TYPE 4 LED AREA LUMINAIRE) 223 FRONT AND SIDE LOT '1 j * CIO ✓ONES LANG LASALLE 2 OSQ 3MEBLS SINGLE 19631 0,930 OSQ A NM 3ME S 57K-UL SV(TYPE 3M,LED AREA LUMINAIRE) 223 ILLUMINANCE (FC) 1 + ° MAP 311, PARCEL 2 4 OSQ5SH-2 BACK-BACK 21294 0.930 OSQ A NM 5SH S 57K-UL SV(TYPE 5M, LED AREA LUMINAIRE) 223 AVERAGE=4.69 0.1 + 1 0 1 5 XSPW SINGLE 4109 1.000 XSPWA03MC-US(TYPE 3M,WALL MOUNT LED LUMINAIRE) 42 MAXIMUM=11.1 •2 MINIMUM=1.5 0 1 *0 1 0 2 0 j 0 �'�C Footcandles calculated using predicted lumen values after 50K hours of operation FIXTURE HEIGHTS =POLE HEIGHT+2'BASE AVG/MIN RATIO=3.13 t•2 0,3 +0 4 0 j NjO Label Avg Max Min Avg/Min Max/Min MAX/MIN RATIO=7.4 0, 0.3 0 0,1 0 1 SITE 2.11 11.1 0.0 N.A. N.A. ADDITIONAL REQUIRED EQUIPMENT ° 1 °-2 0.5 3 0.2 0.1 • 0.1 0'0 ` BEAR S ' ROAD FRONT&SIDE LOT 4.69 11.1 1.5 3.13 7.40 (4)-PS4S20C1 SV(20'X 4" SQUARE STEEL POLES,SINGLE MOUNT) ) 0 ° t.1 0,4 6 ° 5 0 1 0 1 0 j 0 j 4o WIDE REAR LOT 5.38 9.1 1.9 2.83 4.79 (4)-PS4S20C2SV(20'X 4"SQUARE STEEL POLES,TWIN 180°MOUNT 0. 0.4 + 0.4 0.3 0'1 0,1 0 Luminaire Schedule 0.0 °. 7 0.9 0 9 0.2 +0.2 0.1 0 1 t.1 t.1 0.1 Symbol 6 ty Lab3M el ArraSINngement 9185 Lumens/Lamp 0.920 Tot I Watts Description -WM-3M -D-UL-SV-700 0, 6 0 1 _ ...........................\---------_.._...-------------.._....._...__.. :......... ---- -- ...._.... -.......- _ ._ _ T---'..._......_.._.....__- 4 6 + 2: r } --- --- ----.- ._....__ 90 DEGREES 57936 0.880 13616 ARE-EHO-5M-AA-24-D-UL-SV-1000 \ 0, /f" : �� f "°?" 7 3 1 TWIN 52124 0.880 11914 ARE-EHO-3M-AA-24-D-UL-SV-1000 _ . ate \ a asp\ \ j �sK� os\\��\\�\��r\\��\\� -r��\oaa\�sRo\�a\\��o--.\��o.-\\\��\\�\�\��.\��\-�- t \�\ ��o \ _..._ LIGHT t r 41, } -_ .M_.•ry. -_ A:;t i ti;f :- r r :__, 1: + : �\\��1��,M0m, 1 o��0� �oo� � �e1--.o M=\\o�� 17 AF 1 TWIN SHIELDED ��: ..)�y,, `„ 3�, ,_l,_: �� u 7777-7 1 :-�: ::r i..: �;. , n;.v i 62228 0.880 28934 ARE EHO AF-AA-24-D UL SV 1000 FIXTURE DIRECTION OF i?+ %� •:5 ;: i}j\ 4 0 0 + 5 4 + 0.'1 : l LIGHTING 4.r 5 * j' OSQ 4MEBLS 2.4 0,7 V. 0 2 'f= :' \� { Footcandles calculated using predicted lumen values after 50K hours of operation r• tf 0. 0 + 0,j 0 Q@ ! 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Tilt. { _ :~�. t LEGEYT FANELLA M 4" • 7 ?( '6 *3.;} + t' ;i _ `' . ` 9 4 2 + \\ \5::` \\ r `ram' M< \ M 11, PAR L 3 - --, ,-,i = _ _� =� �=I = =1 }, ?,0 I a, ;Y, ;' 4 \\ r' \�.� A 3 CE 9 -I I 1=1 I I-III = _ ?? /, f \ e. r<?Cx i a 4 2. \ \: °•3 \\ .? III OS } i � zA.� W 0,2 + , \\\\\ \ \\\ �� P I 1 T r l ANCHOR BOLTS AS 0 ti Q 3114E 1` 0 - _ r\! °\ 9 \ 1 '\\ \\ \ \,• �\♦ �4 Z, RECOMMENDED 0 ENDED U•2 / MH:2 i •.\ :` ` `: a ? k. =r;�t, 4 *j \\ \_. .•<__ \ \ \,\, `\\•\\ \{ i.' 12" CAPE ,? ? i f 1 .\ -._..•__ \_ `\\y� BY MANUFACTURER'S2 } - ytt �• `T`•`+ -:t:}. '` - r gI;-. �.. ......._._.._ \\ O Tilt. l r` g $ ## ... COD BERM t,0 \ Al # + �J \ _ �\ -3f - �, 1 7 3 + 6 4 \\.�\\ \\\\? N 9 # a 1 } ".i, F\ ! r y cY +i t J �� ? to 2 .3 o Z 0 0' �. 0, i \� 5 i f� ;Frx } z \ 0 + -? I CONDUIT 2" P.V.C. 0 ... I 0 1 0 { \� ., \ y . <� L,-F is f lllL'V 2' +1. 7 ;\ 2 0.2 1.9 ��\\ �� ? �• i i f 2 REBARS 4 - 4 VERTICAL 0 2 + } Z\ - \. �� t x_� ' i € \i�?:"' - r r _ X 3 \ 2 0-g\,\ + a TIES 6 � ,: j �C,1;j +� l .- \ sPW 5 0, + t.) ♦\� I' #3 ES AT 12 O.C. p '`\ 9 ,` \` ��° L;: � \�' � ., �\ }' 3, 6 \,` 0.4 + _ - WIDTH AND DEPTH OF FOOTING 0 1 \ } t rt }\ `\ .\\ \ --1 \ \ Tilt. 2�2 0 2 0 DETERMINED BY SIZE OF POLE . I CONCRETE FOOTING 3000# P.S.I. 0 2 1 2 � }�\�� '; i; ,_. t ��`� , ��.��"�\� \ '� 9 0 2 tt- .. ..._..__.._.._.. .._. ._. y� \\ PROPOSED AUDI OF CAPE COD j � m 0.0 t.0 ' '' ;�\l 1 t I a :\ •9 1 + 4,7 \ 5 +0 + _..._._..._.._.. ? �DIA OPPER GROUND RODS 3/4DEALERSHIP BUILDING } r + ` "� •4 � c0 \, ., : 5 0 + \ 3 1 0.1 0 9 \,, 30 022± GROSS S.F. ;;G ?+ ,�. �\` � � 8 * 3.0 \2 0 0 2 0:,1 MIN. t , x x: Eft �, 8\ �l\\ --- r _ } } Q.a .2 0.9 � + _..._.. .._.. PERIMETER 1 - 6 0.0 _; 7 4 (NOT A :._.: • • -- � POLE DETAIL l 4, \• � •� 0• 0 \ N TO SCALE) j 0 7 r, _ ra _ � ;; \iZ� r,� 3 \l\'Pu � 1 t,;'ti' l XSPyy \\ ,` 6 t 2.3. 2 It -2 2 __..__._..,3 + i7 f`' , 1 \i l�� MH:18 \ �i 4 t" 1 1.j `t ll 4.3 4 •i M1r� Ll 'l�\ 1 z vit } 2.5 * \ 4 + "�'� t 7 \ _+• t Tilt-0 ° t 0 t: PW 4 _ $_ \ t\ �-, \, 0.4 \ S H-2 0 +0 ; • i 1 ;f M _.�.? r 4 O }? 0t�5 * 15 -,� � ` %�\� €l��L l ;r0 1 t?+ 4 8 3 0,2 _.. . �, 5 MHO ; -- t t! _ i.,.,,.. t _. 1�=i•• t2 11 0, ` 6, � 0 ;rr ry2. 0 T�It:O+� _ �" �..�r it= �� Z \ l ��` \' t \` '�i 3Tilt:?'0 1 ';z 2 SHIELDED LIGHT is ?i' 6.8 .r ! it (! .,._. 9 + _.. ..._ j' FIXTURE 11 0.4 iL It 0 + n'; t3 t-2 - 1? !; r 7 _ j `YNY? ql' • - 1 • r W � . _! ._ .. � /-�' 3, + ' ' t, `t 7 �.`� it :x t I t0 1. 0.o !} :� k t• �' 4 t - ;'' 0.5 ;! DIRECTION OF 0 0 1 +?? MH. �? F a a_f_, r 4.2 0 0.3 * _..._.._.._.._._..._ ? 15 0 3 i i t*+j + LIGHTING ` : i 0.,4 1• ! T. j 4 .x i s "- t .�„ j 7 r 0 2 i t '� 0.3 ° ; i }t, 9 }{+3 iltt i'_ 1.i;•}'` ; +MAP 311 } 9 r i } 5 2 `0 : i+ 2 i i 1 0 1 ' !� t �J •' • 0. 4.0 O 1 3 t k' 5 4,9 .12 t �\♦ 0.3 0 Nlf t" I • } ' • ; ? 1, 6 i 4 9 ? _- _ KR/SC/�/NAS,-2ALG/MANTAS + 1 8 "+ '` t 0 0.2 + 1� 0. _..._._.. _.._ I F 0.0 0'1 !' 0.1 r + j } !}E ? ! i i?j 0.8 4 4 * 4'S 4.0 9`?; .� 0 MAP 311, PARCEL 40 0 1 0.3 0.9 * ?+ ` i} ° 0'11 01, ?' ,`� f if f ' 4 9 0 3 0'4 ,I;{ 5 0 3 0 j 4 2 3 ; { 1 } } 0 + i' 0.5 0 0.2 1 6� %,j 'i 2 0 2 + ,? I { 0, 1 0, �`� r? t re ? f ? l0.4 f0 } r t 4.,6 '�t' 4 1,j t;+ �.'• ° 1 6 t it 4, 8 1 0.2 \\l\• \ ,.\ \3� \ll� \\\� L� 1r; t! 0 ! +1 i` ; }' i+ f ; 6,3 +6 6 9 *3 3 i \ 5 0 + r +3 _ 0 r' \\ \ \�\\ 5 : 2 ? }} 7 0. li}.. 01; 4- --0.3,�> s. i 4 0 t \ 1\ y\ } t 2` 0 ? + 7 \, 0 + l \?: ' \ \li 3 t } 0 ! i i 7 # �' j _ POMPATIBLE NTH 6 \ 0, ? !7 } 3 6 + d.l + i j` 1j •,, 0.2 5 \\° j �`` � � 4 +0 7 +1.1 tl ? _ •_ 3 it 6 8 7 5 1 4 4 g 6 1 __. HT FIXTURE \l t• ;' t: T 6. +0 : r i O.i ' 6 0, TABLE 2 \? v id. 1 O\ u 4 ,rc; _.___ ? 3 f 9 5 * I o f } t, TA LIGHT 0 3 0 } �\ 0.3 f\ v,$? 0 +7 + 2 4 ? t 0,2 0 _..._. 0 �.. , t. 0 0 0 0 -1 0 1 + \ �; 1 1 \` \: ,`r\�\\ 6 3 + 0 8 ,' i :Ci ;7 0 5 ----- ----- li € ' S � } 1 0 0 \ 6 9 -4 � - 0 1 0.1 * 0..G� 0• *0 4 >, \+3,$ + QS H=2\ 0'3 +7 1+ 2 Ri 3 0 2 * _._ ._.. _. .... DOUBLE NUT W °'1 0.1 3 0.4 0. t`\;', 4 9 4H:2 \\\� +1 + .9 I 2 R LOCK WASHER 7 3 �: o N F �/ f #6 CONDUCTOR TO POLE BASE t.0 0 0t.10 1 ° 1 0 j (i ,j +1 7 t\\\ i1t:d <\ 6 0.2 6 3 O SS _ }3 ? 0 * 5 0 *_.._ _.___ i`"' ALAN D GROUT AROUND BASE BOLT COVER PLATE 5 I 0. + + 'j 0 j + 2 0.3 0 3 ,,\,\ 7 6 3 ,\� +1.6 +7. 7 0 + M :2 2 H 2 2, 7 1.9 _ 4 ° 2 0 2 _.._..__. . & 0.1 0 1 4 0 6 \0 9 \,i 0,4 6, 7j i+r 4 ii 0 # 0 ._ _. .... 3/4" CHAMFER 0 •1 0 0"9 5 S 6 t 0 0 p 0 1 +0 2 2 \' 0 \\``�` 0 1 + r 5 6 ' i i ° 4 0 _. -! jj ' M AP CEL 57 1 0 0'4 0 5 + 4, 5 6 \'\i +6 j0 ga �. •3 1 0 j 0 °.F3 1 2 • \� 0.3 *8 8 0 0 + -- `�. M PROPOSED ' 0,1 1. �• 1 0 2 9 \\, '' o " 1 *j 8 6 + + ;''1 6 0'4 0 + 1 j PAVEMENT ANCHOR BOLTS AS " \\,`1t 'i i 0,2 \�. •6 \\\f 0,4 } j i 0' ____ 3 0,2 i i OR GRAVEL �`: I RECOMMENDED 0 _ _ 0.3 0 . 0 :` w. 3 0 3 �. - a MANUFACTURER'S r 4 + i 0 +7 + t 2 1 + \ \ BY MANUFA \ �> i 1 6, + \ 4 t 6 . �' ,+2 1 0 1 0,1 0 + \ ° \ 0 \`\ .9 +7 t} 0 3 +g 4.2 2,8 \ �0. ..__.---4 __-t-3 _REAR LOT CONDUIT 2" P.V.C. 2 ° 3 + 1\ \? \\ 6 2 }} 1 t7 8 1 g 2 'i\ __...__ 0.2 I C ( C) \ C " \ . �. 0. +� 0 4 ? t\'\ 0 \\ '} 6 + 0 0 + \ ! ,�= o z ° REBAR - VERTICAL � � LLUMINAN E F 0.5 \� ;�� >` }} 6. $ ti -A-VERAGE�5.38 #\`\ \ 1. 6, '{? 6 `; 0 \0 _ �. #3 TIES AT 12" O.C. 4 5 0 j + *� 6 3 +o. MAXIMUM`-9.1 r I: 0, 0 \`\�° ?'`\ 5 1 *2 \\\' } 9 +7 1. 7 � \ 0.2 MINIMUM�1.9 ' ° 'I CONCRETE FOOTING 3000# P.S.I. 2 0 Z\ \\\\,\\ 7 0 i + },? 1 4 1 0 +�� t �\` Lc�t_ .�- e 0•1 3 4 �� \ \\ \ \ ._.._ ;;' 6 * ?� _...AVM/MfN RATI�9=2.83 _ . 0 1 0 ` 4.0 \ COPPER GROUND RODS 3/4" 1 0, \ . \ �i 1 \ \,` 6 . �.2 .0.2 MAX/MIN RATI,0=4.79 I NOTE: 2 0.2 0.3 Z\\ 1 i�\�; �`; 3 5 `"• ..,.. + iF ��\ �\ \\i,,\t\ .2 \ r?, 6 �" 1.0 * „ ,•i_ :� i WIDTH AND DEPTH OF FOOTING - 2 MIN. 04 $ ° h 0.5 0 \\ \\ 0 9 '� OSQS _2 2 0,5 0 �� 0 + ` r:- v DETERMINED BY SIZE OF POLE j $ j + 0, 0 MH: 5 1.9 3 i r.. 2 0 0 Z 1.8 '� Tilt:p 0 3 :,; i -i•_._ VG i ? + + N/F 4 +o �� :�� 6 ° o.4 * �:,�; 'i _ _._,.__.__ INTERIOR wr2�iiR 4u/dvTH�OP I/, ✓R & NANCY K TRS' 5 e;Z ill,, �' ��. 2 0.3 0 LIGHT POLE DETAIL C/O W/NTHROP !/ WIPf� ''21?" TRUST _•_._ _ �l l� d+ j * -� _._._ (NOT TO SCALE) 0. * MAP 311 PARCEL 53 0.2 0 3 z � 2 7 , _ `:5 0 3 + !� _? 0.1 0 0 4 0.5 0 .r \Ili i } 4.2 f` * 9 °'3 0.2 5 + 1: 3 0.9 * � k ° 1 +° 2 0 2 + w~: •5 0�0 Z •\ 4 3 0 .1 0.2 * 0 6 0 4 0.3 O( I _.............-- t: �v l 0,1 + °,3 0 4 0 6 *\t�. y.; \ li\; 5 1. 6 0 0 * 0.2 LIGHTING NOTES: 0.1 °'j +0, + 0.$°� 1.0 ,\`l>> .6 2.4 2 7 °-5 0, + �0�� 1. LIGHTING 2 0 2 + 1.4 1 + li\i\\,, 2 7 1 ° 3 * DISTRIBUTOR: CREE, INC. + °-2 0.3 0 * 6 ` + 2, ° 2 1200 92N D STREET 1 ` 1'7 t.8 0 5 0.4 s STURTEVANT WI 53177 0• 0 t + -4 0 5 + ��, o,j 0.2 * °, 7 0.9 L;\i\Y •5 1 `� 0.3 0 2 + 0.2 * 2 1.0 1 i\\: * 2 *0�8 0 6 + 0.2 (800) 236-6800 0' 0,3 + 2 1.2 1 2 1. ? 0,4 + "„ N/F 2. ALL MATERIALS AND INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE AND °'4 0.5 +0 + 6 0 7 * 1 0, + .0 6 * 3' 0,2 Z" �b NDERSON, PAUL A ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 6 0• °•$ * + 311, PARCEL 62 NSF 3. TH �O 0,$ + o-4 Ii LOVELL 10HN L ✓R Alf E FINISH OF POLES AND FIXTURES TO BE DETERMINED BY OWNER. °'7 0. 7 ° 3 0'3 0, + MAP 311, PARCEL 61 ✓EAN, ANDREW M 4. LIGHTING DESIGN/LAYOUT/LUMINATION ANALYSIS PER PLAN BY CREE, INC. DATED °•6 + 2 0.1 MAP 317, PARCEL 60 6-11-2014. FILENAME: V:\COMMON\APPENG\WORKING\MDJ\140610CN1 MDJ.AGI °•5 0'4 0 + i FILE: 2716.04SI TE Designed by : SCALE R PREPARED FOR: SITE LIGHTING PLAN Sheet of Drawn by FOR 5 9 an icO DESIGN ENGINEER INC. a 5 C�ALE 20' = 20' 40 �. ` " �� LAHAM MANAGEMENT AND LEASING, INC. � Checked by : 0 o.33 60 �� AUDI OF CAPE COD Survey chk. by F G\ P.O. BOX 980 MASSACHUSETTS 02601 JOB NUMBER ■� ss � e HYANNIS, P.O. Box 1051 , Sandwich, MA 02563 (508) 888 - 9282 DATE /oNALE HYANNIS, MASSACHUSETTS 02601 Approved by : NO. BY DATE REVISION JUNE 12, 2014 2716. 04 N/F PLANT SCHEDULE SW MOO/?f- FAM/L Y LP N/F TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE CIO ✓ONES LANG LASALLE SW MOORE FAM/L Y LP MAP 311, PARCEL 1 AR-R5 I I Acer rubrum 'Red Sunset' Red Sunset Red Maple B � B 3-3.5" CAL. MAP 311, PARCEL 2 SHRUBS QTY BOTANICAL NAME COMMON NAME CONT CAL 51ZE IC-GL 41 Ilex crenata 'Green Lustre' Green Luster Japanese dolly B � B 18-24" hgt. JS-V 12 Juniperus sargentii 'Viridis' Green Sargent Juniper Cont. 18-24" 5FD. GROUND COVER5 QTY BOTANICAL NAME COMMON NAME CONT SPACING H-5D 33 Hemerocallis hybrid '5tella 6e Oro' Stella 6e Oro Daylily 1 gal 1 8" o.c. BEAD OE T O� T PA-H2 29 Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 2 gal 30" o.c. l ti 40' WIDE h! l/!) 2-AR-RS 2-�R-RS I-�R-RS _....._.._.__._.............._—._._.. 1 {- D�'`�4(�. `-t�` \#`•.0 LJ3T� �i_: IN`; �v ....',``,<a�` �'7� :�3i?�� ,. \y f .. ...,....----- __._.•____ �9`+�. A ' G :' `I / •__._ ?? ,: __ ;::,.:m._,..• EE;�' „. \\\\\\\\�\\�\\ �\� � ,., ��•��\��\\\\�\��\�—e\\�\�—a�\ ��oo��\�\�n�.♦�—.._ .o\\oy\\\\oo\\� ��•=�\o�\\o\\moa\\\\�\\o\�\\\\\�.--,\\\\\�o\\\\\\��\\\ �s\\\\\�.\ GROUND COVER SPECIES I�SiN� LE Es) DIS1` I \ I\�... . ......Ni;€:- ��<I ? ? : ;' �. E �\\ ! RIES — REFER TO LI BULBS_ I ( I VA ST L 1 { i DAYLILIES v { x .. � .'r I " 6 DEEP t r f `\ I i I E 8 SPACING ti, _a. �\ ! I ! I E I 3" BARK MULCH _ , I f_ - I 12" -- ? t ! �r` /f �'� 12" PREPARED TOPSOIL c. \ 4 SCARIFIED SUBGRADE L \ I \ �. L ram`. _L `L r, \• \ '+ t` i• •, ,i v~~ ? i t ,J ....x,`..ea.....»,.a..»;8 . ...»;�..».;.u.»ta\u.�4\v»S Z `-a..»,.\�atw.�acX.au\ta.. . *:a t i t,\,1 ,l l` �•_•___ ? � . `,a.»,,�...»;...».;..\»�.»u.\�.. ».�».»...»..\\»\\.. \ `. t.>.\a ..».\\.».aya»�... ....�; SUBGRADE V�t t GROUND COVER BULBS DAYLILIES r \\ \ PLANTING BED DETAIL $-P�e-H2 ? � �� ll\l7 \\ l\\�l NOT TO SCALE • `- L L ti,L 13-H-.' `1 6-H SD i� : --\\ \ �>� _... " ._\,..; ��• •�` >c �� \ r� 3" MULCH to ?? a t \i\� !i€; •1i L,L \H Y.• by\ — - i \ \\� \ �.,`; \ \ ? \l , \l L 41P H2 \ \ I REMOVE BURLAP FROM CO i' l\ ;' g 7 j� n ? . }� -H2 \\\ \\\\�\\.\ TOP g OF BALL ; .' ?; ??4'r.t.i_,_?t.`\ d• `\ (.4, ii ♦„ \ \ \\� t \ NSF » i L,, ':` ._ r f; ;. `' e C? c \, \\ EGEYT FANELLA M EARTH It CONSTRUCT 4 EA t ,. ; +? t - \\. ?;,` ? �s � •• ..N. \\q MAP 311, PARCEL 39 BARK MULCH • • `` E SAUCER FILLWITH 3" Ld � Cad 1 d• \ 'i \\` ♦\\ \�\ \ \\ \ 1 `^y J r \ S. +; ..�71 c, ♦C"°'".\ ` \ \ l'i.' + t'; ♦\ � ,�,; "� .�' .' -%-•„__ .,rt;fi_• ,Zt�' ., __._..__�:�`: \ \\,\\.' -----�--•--:>z---. � a::E �,� y;, BACKFILL WITH PLANTING \�; .: ? t e�rr T I �tR RJ _ \ MIXTURE: TOPSOIL\ .>\\. .i L`t♦ + �\ : ,\ ' \\ �, COARSE SAND AND PEAT _ r �w .:. � ,rv? � Wit; .;u � \\ \\\\.;\\• ' ti L\� \ .:. ' !•• a r.: :%' �'` •a,��' ? c'ra? tt n. \��' �; �� I .\u\:a\\»„a\\�\�c�\\:.\ <\\\\\a\.��\� 3 t`L L C�,A, K r/ 1j �., ;♦: ? .\\ .. MOSS IN 9 LAYERS WATER ,- ; ♦1 � ,,.• 1 .. ..e:: r\\�::j :' ,-...:'i�? t ? t•'i � `? � ' " � �iZ � �� t F t �s ♦.> ? i,.i ~ `d Cy"C- :.� `�?/ ? t EACH LAYER UNTIL SETTLED ? ?+�`\\ ,,. .. c w :'..... ;.� �tw:.\;�`, Air-�^'`� •_. {_# \-\.s ��y�T �;�� j!l.." '� :\i .._.,___.•_....._._. ��\ �> .. iLi\ UNDISTURBED SUBGRADE �1 L { L — a PROPOSED AUD 0 CAPE C t ,♦Y \\ , : > DEAL `� ___._.._�,_ :w 7 ,�`,` ��•_ � .'.� ..�� \� L „v> { _'� � -�,' ,,` SHRUB PLANTING DETAIL L\ ERSHIP BUILDING - �_ �? \ ` . a ; __ ._-__.__._ .__., .__. NOT TO SCALE f F F r t •. -,; i t{ � ,�t ram. , +'^ ''�+i g� �•1"`s L L \�•;� \ ''t-:mot r „ c 1 ! � \ .__` i I NOTE AL ) : \, ; t {', l f+- .' :WRAP DECIDUOUS TREES (1" C + \ ? j { L WITH BURLAP OR ASPHALTIC ` _.•__ __ KRINKLE KRAFT TREE WRAP. xi? , %� ?; �_..~ i v�, -.a\, L L` L L t'r+ \`i z_ r ?j �,._ it "i iL \�\\ \ \ 1,\' \` L 1 f_. ? if y u_.. ..p\ ;i _ DECIDUOUS — r \�L EVERGREEN - ? ; i i 11 g?c ffi z'? i? l ON—SITE ti - •_ � - . ... jj ? :? i^_:____•,�..., _' ---�.�. ? •i-_• '__ , ......_..... GROUND LINE TO BE AS �_ .;: t j u--:.;, ,. ,' f�3 ' t f? ;.. •' •., •'gyp..!~. .. t j " i i _...,..._ ,P \ -,_.,_,.__.,_• {..........:..................:... _ = � SPRAY W ANTTDESSICANTT :i t._ :.� aa ?, ti!w .:v F� ~, ? EXISTED AT NURSERY / h ?t L i 4,: ,• ...,,, t. ._,_. ..; !; , ,a _ jt R��f��?t o .c; i {t t ...,_; ~f �'� \ j{ IF FOLIAGE PRESENT. --,..•,_. t f l / PR EN is ii— t t -fit r ��"`„w,* , f,�j i t r_.�-xx,=e•_V_ ? i+ Ft �,t,1'"=` ir► i=i t L:�` /— m,r~ ? __~„ ; tt f 3 3 GUYS OF 10 :, ;,: .:i MAP 311 : f - 2 5" x 10 CEDAR ii °? PARCELS 41 & __.._ EXPOSED \�s is i ? \ 52 . LE PER TREE j ir' E WIRE 12 * ' E 7' ? t? lii `' GAUGE ,� E N/F - j' ' `3 WITH TURNBUCK ST2K O ; t R/SC/UNAS, AL G/MANTAS � i :- , _._.•_ : - 2" MULCH j MAP 311, PARCEL 40 ----'---•_.___._. 4" SOIL SAUCER E✓ t BACKFILL W/3:1 t f � I ;, l.t4 _ _._._ ' 2'x2"x2" STAKE TOPSOIL & PEAT MOSS. ji'c' ____, _ FLUSH TO FIN. » LOOSE SUBSOIL WATER EACH LAYER _`—-- GRADE 12 MIN 6 MIN UNTIL SETTLED { , ? ? , ? ? L {\i \; ,fir —_ . _ ? ,t ?a? i l i _,_,_.___. ._•.._.._. i ;, { *TURNBACK BURLAP FROM TOP OF BALL , i? NOTE.• STREET TREES OF NURSERY STOCK CONFORMING TO THE L _~ STANDARDS 0 F NURSERYMEN IL TREE PLAN - ~. \ i t i`\\, \\\ - - f � LAN NOT TO SCALE .-------------- j & \\4. `1\\j r a 1 I _ _,_ t MAP 311, { 0 `' ,li'j, p ; it ti� PARCEL 57 i IK _ PLANTING AND LANDSCAPING NOTES: ` \\` \V\\\\,\�, LL\\\ > it \\; \ __,.__•___ ~ { E :_ 1. ALL PLANT MATERIAL TO BE INSPECTED AND SEALED BY LANDSCAPE ARCHITECT. r\\\ \ ?' 2. E FIE AND REVIEWED AND APPROVED BY TH f \1, L `r L`` `~ -.._.__,___ ;{ ; .\ \ ,,'` ALL PLANT LOCATIONS SHALL BE STAKED IN THE FIELD, RO E LANDSCAPE ARCHITECT PRIOR TO PLANTING. llif N C 3. NO SYNTHETIC BALL WRAP WILL BE ACCEPTED. ALL BALL WRAP SHALL BE REMOVED FROM THE ` TOP 2/3 OF THE BALL AFTER PLANT HAS BEEN PLACED IN HOLE TO PROPER ELEVATION. \ \\'`,\• L\\,\ , 11` __ i X6, ' 4. ALL PLANTS SHALL BE FLOODED WITH WATER AT TiME OF PLANTING AND AGAIN 24 HOURS \`L \\` ` �` ' _. I LATER BEFORE PLACEMENT OF ENTIRE BACKFILL AND BARK MULCH. `K .+' ♦.mac.\``i '`�C: ::%'Eyr ilt" N F \\\1 » 5. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE DETAILS PROVIDED FOR ADDITIONAL W/LBUR W/NTHROP V ✓R & NANCY K )??S �� x �,;» ~� ~� PLANTING REQUIREMENTS. C/O W/NTHROP V W/LHUR ✓R REV TRU>T `\```� i f `` ` . THELANDSCAPE \ r \ ` MAP 311, PARCEL 53 \` `` `�\ �»' .r t,' - 1 -,.:. REPLACE ANY PLANT MATERIAL THAT NOT \\,`\\,\ \ i` ` ,:r > ~�"`- - -w -- � %�' ' '; j.,:u: HEALTHY AND VIGOROUS PRIOR TO FINAL INSPECTION OF THE PLANTING, THE LANDSCAPE IS :_ f+ CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PLANTS FOR 2 YEARS AFTER `.. \, ♦ F. \\'\`\ \ THE DATE OF ACCEPTANCE. \ T •... iz` , \`L\\\LI\\,, ,, `4 ;` ! 7. ALL DISTURBED AREAS TO BE LOAMED AND SEEDED. Hawk Design,, Inc �-< : \ \\ \ • `,, ROWD 8. THE TREES PLANTED SHALL HAVE TEMPORARY LABELS SO THAT INSPECTORS CAN DETERMINE Landscape Archifecfre \ ti THAT THE REQUIRED SPECIES HAVE BEEN PLANTED. Land Planning 9. WHERE GRASS IS TO BE PROVIDED, A MINIMUM OF 6" OF LOAM SHALL BE APPLIED PRIOR TO THE APPLICATION OF THE GRASS SEED MIXTURE. Sanamore MA +` :4 , . N/F \/ ; HENDERSON, PAUL A 10. SHRUBS TO BE 4' MINIMUM IN BACK OF CURB. 774-413-9480 _ ;..�` MAP 311, PARCEL 62 N/F < ;i+ LOVELL, ✓OHN L ✓R NIF 11. TREES ARE TO BE LOCATED 15' MINIMUM FROM PARKING LOT LIGHT STANDARDS AND TO BE info@hnMesigniec.com MAP 311, PARCEL 61 ✓EAN, ANDREW M wwvw.hawkdesigninc.com MAP 311, PARCEL 60 CENTERED ON PARKING STRIPE. FILE: 2716.04SI TE rW AA. Designed by : SCALE RIC oyG n PREPARED FOR: LANDSCAPE PLAN Sheet of ® Drawn by " _ IL �` LAHAM MANAGEMENT AND LEASING, INC. FOR 6 g a C DESIGN ENGINEERS, INC. Checked by : o s CoLE 20 — 20 40 ® 37 �o �� AUDI OF CAPE COD Survey chk. by : �� , P.O. BOX 980 HYANNIS, MASSACHUSETTS 02601 JOB NUMBER P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 DAT S'°�A� E HYANNIS, MASSACHUSETTS 02601 DUNE 12, 2014 2716. 04 Approved by : NO. BY DATE REVISION N/F SW MOORE FAMILY LP N/F DEMOLITION NOTES: C/O JONES LANG LASALLE SW MDORE FAM/L Y LP MAP 311, PARCEL 2 MAP 311, PARCEL 1 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS. A 2. LOCATION BUILDING DEMOLITION EQUIPMENT THROUGH THE STRUCTURE AND EXISTING LIGHT POLESREM? �9cNjc WAL�S,EFMOORSIAOR FRAM NGLS SO AS OT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING TO BE REMOVED ;4 �l J,� EXISTING SIGN TO J ' BE MODIFIED AND BEARSE 4o- WIDE R DAD _\ 3. PROVIDE APPROPRIATE SHORING BRACING AND SUPPORTS TO PREVENT ` UNCONTROLLED MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE RE-LOCATED c .,t T `. _ _... ., --- , .......... ............. ; .......................... DEMOLISHED (AND ADJACENT FACILITIES, IF APPLICABLE). >` EXISTING GRASS ISLAND 4• TO BE REMOVED EXISTING LIGHT POLES "`°` _ h SLABS, AND OTHER 4::: . : 1 ;,: u> DEMOLISH AND REMOVE ALL FOUNDATION LSFP�ANSS �, "` :-_...._.v,..:_.�C,_ ..W..�s..._. »•_._,_......__'__._��,.'......;:.._,_.___................______""``a4.:..a]`?�--.____....._...._T_._.__...____. 1 �•• i:r\• ... ,-�.N .. I IN A DESIGNATED__-__ _ MATERIALS R ALS WITH THE AREA DE N THE �14 �. TO BE REMOVED / ......... ::.._..___.'..'....-._. ' \ x-...-.-._-....-......_....- _..w,..,... �................r ----------------------------------------------- ^.r�'E' .:8r"", r j, :� i. :i v°: \: : is , .....,R?:e i o ;�•,\ r`,+ .,..,-:;:', ,i` ;' i ,: ? r '^=\'^' GATEWAY\ \_{�;; I✓E,`.� !f', �i�3 t ?�N i V i S G r'''�,v;?'' -1 V i..! D 5. ERECT AND MAINTAIN PROTECTED PASSAGEWAYS IN ORDER TO PROVIDE SAFE m a\\\\\\\\\\\\\\\a\\\\W=V �\\\� o •r M �MWERP, q yl ;{ ; ,T �_ LL..:. ;r ` :- ,::, \, a PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. ''' 6. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE > �`,�� ;, ;f;' if• \-'-- a i i TO STRUCTURES ADJACENT BUILDINGS AND PROPERTY AND IN A MANNER .THAT EXISTING CONCRETE ;� r WILL PREVENT PERSONNEL INJURY TO ALL PERSONS. ti _ SIDEWALK TO BE REMOVED _u'�_' 47, 7. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO INSURE MINIMUM ;' i li' �lil`tit r INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES �r � t�li:\i � ! �-� t �` �` ;, l l,• S? I r tE,i� X t rr i r ;, WITHOUT PRIOR WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES. r y 1 EXISTING PLANTER ;' \ \ / :.,r -�_-- i; �� _ ' ='_ \ / ; '` }ti • + PROVIDE ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, �211 TO BE REMOVED ,\, \� , \ rt_-t - ' i' el, t� t Z\ F t t` \\ IF REQUIRED. ., %1�� tit 1;�' ;�:,' ?�� \ � ��• \, ,\l til fi�"��,to� . :'• \ � � f '`�• ... -' 8. USE WATERING, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS, AS .::, �•� �- ,'` -� E DUST, DIRT, AND DEBRIS. CLEAN � ADJACENT STRUCTURES AND M IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE �;- CONDITIONS EXISTING PRIOR TO THE START OF WORK. 1� : ;! it V i� -` •�, ? �� `\, .__....._...._......_._.._....__. _ _._____._....» ._.._.._.!.�_.______-----_-__ + ,, , •>>l ,, 111 ll l _........ ;_ _... :. CO ;<. rry ; ;; ;� 1\ `� \� ` it t� EXISTING GAS METER t1J'`\W t . f` �� ..�.. ., , 9. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT TO BE REMOVED `` \ _ \\\• \\ \\\\ \ \ \ \� � \ \ \ ENTRY PERSONS . 11� THE UNAUTHORIZED EN R OF PE SO S AT ANY TIME �'r ��, , ; ; �\ l�t , ; .,, \ " ;\�� ' f E N/F 10. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE c = ¢t LEGEYT, FANELLA M DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH COMPACTED GRAVEL, FREE ' MAP 311, PARCEL 39 FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. �'ri` .. t x \ I MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT ce �148.07 EXISTING BUILDING ll \ x�l \\ \\� �� \\ \\\\\�� \"�\\ \ + OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTION IN ORDER TO INSURE AND FOUNDATION ill EXISTIN CONCRETE PAD - -.._-...,..,_._.____,_. _._.--.. \�\\\\\\\\\.\`\\\\ : i l 0 BE REMOVE _`_�� \�\ \\ \ TO BE REMOVED t \ - THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROZEN MATERIAL, t \ TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT 'r tit t� % `` EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT r. .4;q. `, , r,�,y``,,? TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 11. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL ES. DEBRIS RUBBISH SALVAGEABLE ITEMS HAZARDOUS AN M REMOVED MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON COMBUSTIBLE SITE.SERVICES. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED ! %` IN ACCORDANCE WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE _ •�? ,tf ,- - ._-_ a _��\,l `, �\l �t l l � � i t `. r • ; l\ � _ Y�:;,,.,_,_-,_._ j?` DEPARTMENT OR OTHER APPROPRIATEREGULATORY AGENCIES AND DEPARTMENT. K, ,11 \ > > q ' '��_ ? _,_._.__.-__.,_. I + 12. ALL = �1 � CT, SHUT OFF AND SEAL PER UTILITY COMPANY SPECIFICATIONS` DISCONNECT, \� , r ,'''', ;t UTILITIES SERVICING THE STRUCTURE(S) TO BE DEMOLISHED BEFORE THE r ri t '� �i_ ` l i \�1 l i v ' ' t `'' -- - . -.,_, ! �'r�.� COMMENCEMENT OF THE DESIGNATED DEMOLITION. MARK AND PROTECT FOR _�, �til \� t y --;' POSITION ALL ACTIVE UTILITY LINES THAT ARE TO REMAIN IN SERVICE AFTER - _._. tt irr .: ��• 4, • t`-�a��11ti 1f S_,____-��- r t f t - - - EXISTING SIGN TO - ' _. 1 �\\r\ t tDEMOLITION PER -------------------------------------- BE MODIFIED AND EXISTING FENCE t , t _ ' "X ' THE COMMENCEMENT UTILITY DEMOLITION SERVICES OTHE REQUIRED ED (INTERRUPTION OF RE-LOCATED? TO BE REMOVED A{ .?r%` j i ; ; ;l ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES AND NOTIFY ALL APPLICABLE t, tx r � i ; t j Al ~: .. � .t:? ;�r�?* f..._ { -�` ' ,; 0.05X ! 1 a _.,_. -.,__ UTILITY COMPANIES TO INSURE THE CONTINUATION OF SERVICE. lC-. •i ri , , , tr l !r +r+ � .r r � ! Jj i fr j• f r 3 4<< MAP 311 _.._.i : r ? ;'' f i;i 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE THE TOWN OF EXISTING LIGHT.POLES ` PARCELS 41 & 52 ,' f' 1 _ ; + ' r� ' ? � ,' � �!�; \ _.___,; BARNSTABLE DEPARTMENT OF PUBLIC WORKS, AND ALL UTILITY COMPANIES A r ; i TO BE REMOVED .q ... ft }i N/F �1 \ ! � t � MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF j F t r _._�..,.} KR/SC/UNA5,, AL G/MANTAS ,5 ;, , 1i ` _ � ' ALL UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. ! ? i,,i i MAP 311, PARCEL 40 ` r 14. A REPRESENTATIVE OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION MUST d ,� .� ! ;' t ; !+ ! ' i! ,' ;' i rry~;r:,u.1 ; EXISTING SERVICES ARE CUT AND CAPPED AT THE WATER MAIN. w WITNESS THAT NG E T 11111: �'i t { EXISTING STORAGE S `` "' I -� = „ �' � � IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE WATER SUPPLY llt \�l�11 ,�� _ ;= t ; ; r ( ( i !t _____- RACKS TO BE REMOVEf7 { � - - DIVISION AND SCHEDULE AN INSPECTION. 1 96 Q'i r X46 \\ � •;r �- t• 7 {'e...-\ �.A, ,. � i I} � '-__.,..\\.-_,_ f' t- i ?Xr- _ f ? `\._}i C:)1 }i •i + ( ry.•�.,..,,„ I!t F t c � ,; \� `iy' i.,�, ?Cam" !?t` .} ^"� EXISTING--GAS- METER >i? t� r7 t h \•8 {. Qt t r 1\1 TO BE REMOVt0__- '_._ . .__. ?; _.,_,._.,_.__.- - _' N/F till illy tr- 'EXISTING,_LIGHT POLE �4 i ,,. it t \ I ___ TO BE R _., .._._ �''° MORROW, li � AN ! \ c l 11, 10 n :l 1 EXISTING BUILDING _..,_ ; �:" , i� AND FOUNDATION TO BE REMOVED i �; EXISTING WATER SERVICE Al � � ! .-.,_ .---.-„ \\\' TO BE REMOVED -- ?` _ . Ali EXISTING CONCRETE `-,`•l'. _..._._ \ i PAD TO BE REMOVED i �lli� tilt �t; \ �j e �, EXISTING STOCKADE FENCE Tb``B REMOVEq` i' F r'� l EXISTING SHEQ N/F ;2 � I i�`�` � }_]¢ REMOVED W/LBUR, W/NTHROP V, JR & NANCY K TAIS ! ' ` s C/O W/NTHROP V W/LBUR ✓R REV TRUST r P 31> PARCEL 53 MAP ail, "�� ! `- \.� {" �c 7 �``e.>I \ •\- '� rrrt<f? `�` � r`�\ 'r ``'� �- Hr�� ,r- • ll lff .1\ i �\ ` \•may �fJ - i` rrr ` .............................._.._................----- orto i�- EXISTING 12 CAR O STORAGE RACK TO D \l•\�l ,� \ ��' rr`r BE REMOVED NIF HENDERSON, PAUL A NF MAP 311, PARCEL 62 / LOVELL, JOHN L JR N/F �� .. MAP 311, PARCEL 61 MAPA311,A P�RCEL 60 FILE: 2716.04SITE Designed by : SCALE RIOH � PREPARED FOR: DEMOLITION PLAN Sheet of • Drawn by : LAHAM MANAGEMENT AND LEASING INC. FOR 7 g ® SCALE 1 = 20 IL a AUDI OF CAPE COD COS I'1 Ic DESIGN ENGINEERS, INC. Checked by : 0 5 10 20 40 � � 374 0 �� > JOB NUMBER P.O. BOX 980 HYANNIS, Survey chk. b MASSACHUSETTS 02601 "� P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 Approved by y DA �SS�oNAL ��`'\ y NO. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 JUNE 12 2014 2716. 04- FRAME do GRATE SHALL BE BRICK LEVELING COURSE I SEE SITE PLAN FOR ORDINARY BORROW ADJUST TO FINISH GRADE WITH AN MIN. FURNISH AND INSTALL CAST IRON FRAME AND COVER LEBARON LF248-2 FOUR FLANGE I OF 2 AND MAX. 5 COURSES OF SEWER AS REWIRED FOR _ I II- UNPAVED I FINISHED TRENCH MHD SPEC. M1.01.0 24" DIA. LEBARON TYPE LK110 OR EQUAL FRAME TOR OR APPROVED EQUAL I - BRICK LAID WITH �" MORTAR JOINTS OR APPROVED EQUAL LETTER COVER TO READ DRAIN GRADE ADJUSTMENTS -1I I= UNPAVED PAVED ( ) WITH PRECAST CONCRETE GRADE RINGS 2' MIN. TO 5' MAX. CUT RING IN BINDER AND _-I I PAVED RESTORE PAVEMENT TO MATCH SURFACE SET IN FULL MORTAR BED FINISH GRADE 12" MIN FILL WITH CONCRETE TOP COURSE RESTORE TO EXISTING (SEE SAWCUT AND _ �..--BINDER COURSE EXISTING CONDITION. MATCH DETAIL) FRAME TO BE SET IN AROUND FRAME (TYP) 4 LOAM do SEED n e 7 MIn . FULL BED OF MORTAR LOAM do SEED = WIN F'LF7k"W_%a- TRENCH SURFACE !�T 24" DIAMETER GRADE RINGS \ 12" MIN. 24" SO. MIN >�� i I I SUBBASE I COMMON FILL r I I I I- �- COVER 18" - 24" OPENING OMPAC D CLEAN 5 FT. MINIMUM COMPACT IN 12" LIFTS I 18" 8" CONICAL COMMON FILL COVER (COMPACTED TO 95X MODIFIED z I I I I I- INLET PIPE- 6" AIR SPACE- SECTION 8" MIN. PEEPHOLE (OPENING TO BE I yiC I - PROCTOR DENSITY) m - YELLOW WARNING TAPE -OUTLET PIPE 5" MIN. PRECAST IN RISER SECTION) 2.0 FT. MINIMUM I I I WARNING TAPE o _ ( •) MORTAR ALL JOINTS "WATER" - 1 2-12" DIA. 6"BAFFLE PROVIDE 1" DIA. ANTI-SIPHON COVER III N I h I I N = Z OPENINGS (TYP) i 12" MIN. HEIGHT OF RISER HOLE ON TOP OF PIPE o SECTIONS VARY 48" DIA. �_PROVIDE "V" OPENING I I I(= 1/2" GALV. FROM 1' TO 4' 1" CLEAR VARIES O 4" PVC TELEPHONE (p STEEL ROD TRASH a � Lal . o 0 0o s " " � OUl'SIDE OF PIPE . III . , ((; COMPACTED SELECT �`°.° "° o .�••�2" DOMESTIC LINE RACK SPACED 6" MIN. CRUSHED a COMMON FILL I - °-" " 2" O.C. _j STONE OR COMPACTED > PLUS 3" CLEARANCE °-° -� SELECT °-° w e Z ". PIPE BED OF ♦', (; ) 4" PVC CABLE TV 6" BASE uo GRAVEL BASE (TYP.) V ADS '° o so e B o SCREENED GRAVEL '.° e ° o, o -•" GRANULAR MATERIAL 3 ° v 6" WALLS iv MIN. 0.12 SQ. IN. DRAIN o o ° cv o° LINE FIRE e °° -" ,J z e-° ° STEEL PER VERTICAL NORMAL i2" PIPE _ _ _ = LINE II - = 1 F FA C FA 4" PVC FIRE ALARM FOOT, PLACED MIN WATER EARTH/ROCK ACCORDING TO AASHT ADS ELBOW TO MATCH PIPE a LEVEL IN UNDISTURBED SUBGRADE 4' DESIGNATION M-199 SUMP 4'-Ow DIAMETER. REMOVABLE FOR W REMOVE ALL UNSUITABLE e:' v CONCRETE ENCASEMENT BEARING ON NATURAL SOIL OR 2' SUMP MAINTENANCE (SEE TABLE) SOIL FOR A MIN. OF 12" ' ° MIN. 3" OF CONCRETE COMPACTED FILL BASE 5" MIN. 2' BELOW BOTTOM TYPICAL WATER TRENCH SECTIONL SURROUNDING DUCT BANK 12" PVC ELBOW TRAP _, 3" 3" SECTION A-A OF PIPE NOT TO SCALE '} ® TRENCH WIDTH, W v T 'A. T BASE SPACER (TYP.) 2-12" DIA. 1/3 1/3 1/3 0`l .o o .000 o� GRAVEL BASE DIAMETER OF PIPE, D W OPENINGS o 0 0 moo oo".0 3 .A. e• . 12" TO 18" D+16" '__ _ BALL TRENCH CONDUITS SHALL TLET PIPE 1 6+24 �I_I I =1 I�I��I OTHERWISE NOTED BE SCHEDULE 40 POR�ALLOWED UNLESS PRECAST CONCRETE CATCH BASIN A INLET PIPE A WITH GAS TRAP AND CLEANOUT TYPICAL DRAINAGE TRENCH SECTION 18" BY UTILITY COMPANY NOT TO SCALE NOT M SCALE TYPICAL UTILITY TRENCH DETAIL TRAFFIC SIGN PER - FOR INFORMATION ONLY - 0 Afo MUTCD SPECIFICATIONS CONTACT UTILITY COMPANY AND REFER GATE VALVE MUELLER ONLY I_ I U-CHANNEL TO PLANS BY OTHERS FOR SPECIFIC THERMOPLASTIC 6" CONCRETE EXISTING WATER MAIN TURN LEFT TO OPEN UNPAVED I POST PAINTED WHITE BAFFLE WALLS -III PAVED TOP COURSE DETAIL FOR THIS SITE. SPE FRS CONCRETE THRUST - �►--BINDER COURSE (NOT To scuE) BLOCK 18"x18" MIN. \` MECHANICAL JOINT LOAM & SEED - OR UTILIZE APPROVED \\ TAPPING GATE VALVE 6" WIDE YELLOW, ) U L'-I r EQUIVALENT PRECAST PER WATER DISTRICT SPECIFICATION , I I SUBBASE \ NON-DETECTABLE Q J PLAN NEW THRUST BLOCKS �!\: •' .. WARNING TAPE OMPAC CLEAN �I. � � ALL FITTINGS COMMON FILL 00 O 40' ® v UNDISTURBED �` - MECHANICAL JOINT 6" z I \ "''. 28" MINIMUM , 24" MIN. COVER �D WATER OUAUTY INLEI (OIL WATER SEPARATOR) SIDE OF TRENCH \ \, .. I c V ' RADIUS Nor To cru c CONCRETE SUPPORT : SAND PADING OR PAVEMENT MAIN IAL CKFlLL EXISTING N TES: FULL WIDTH N CONCRETE MINIMUM STRENGTH - 4000 P.S.I. ® 28 DAYS" ROADWAY VARIES OF SITE ENTRANCE 2. STEEL REINFORCEMENT - ASTM A-615-75 GRADE 60 1 MIN. COVER TAPPING SLEEVE ` •" ��I: I FINISHED (24' MIN.) 3. CONSTRUCTION JOINT - SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT • ' °o , w • M 8'-5" 4. H-20 LOADING 2" PLASTIC ° 3'-0* x 18 0�'� GRADE 5. REFER TO PLANS FOR INVERT ELEVATIONS AND INLET/OUTLET PIPE SIZES GAS SERVICE o �° °4" o' SAND PADING OR CONCRETE t CLEAN BACKFILL PAINTED "STOP" DETAIL UNDISTURBED EARTH 12 AWG COPPE °o ° ° - MATERIAL SIGN FOOTING. 18 0 ' RADIUS GATE VALVE 1 CONCRETE STRENGTH (NOT TO SCALE) EXISTING MUELLER ONLY TRACER WIRE WITH TO BE 3000 PSI. WATER MAIN TURN LEFT NOTES: YELLOW INSUL JACKET 2' MIN. REMOVE ALLUNSUITABBLEE PLAN VIEW TO OPEN 1. CONCRETE THRUST BLOCK TO BE SOIL FOR A MIN. OF USED ONLY WHERE IT WILL BEAR ON 4" BELOW BOTTOM - UNDISTURBED EARTH. NOTE: OF PIPE NOTE: SIGNS SHALL BE PLACED 2' OFF THE BACK EDGE MAINTAIN EXISTING FRAME do GRATES SHALL BE ° BUILDER EVELOPER RESPONSIBLE FOR DIGGING AND BACKRUNG OF SIDEWALK WHERE POSSIBLE, OTHERWISE GUTTER FLOW 2. USE RESTRAINED JOINT FITTINGS 2" STONE PER MHD NOTE: 3-FLANGE CASCADE TYPE TRENCH TO THE GAS COMPANY STANDARDS. CALL THE GAS MINIMIZE AMOUNT OF SIDEWALK ENCROACHMENT SPECIFICATIONS FRAME TO BE SET GRATE FLANGES SHALL BE SET TAPPING SLEEVE (MEGALUG OR APPROVED EQUAL) COMPANY CUSTOMER CONNECT COORDINATOR 2 WEEKS PRIOR TO TIE INTO EXISTING PROVIDE "SILT SACK" AT ALL CATCH BASIN COVERS UNTIL 30" DIAMETER CONCRETE IN FULL BED OF MORTER TO MAXIMIZE FLOW INTERCEPTION WHERE CONCRETE THRUST BLOCK IS INSTALLATION DATE FOR PRECONSTRUCTION MEETING. BERM OR EDGE OF UPSTREAM AREAS HAVE STABILIZED WITH VEGETATION. INSPECTION RISER WITH UNACCEPTABLE. TRAFFIC SIGN DETAIL PAVEMENT MANHOLE FRAME AND GRATE BRICK LEVELING COURSE - FOR. INFORMATION ONLY - NOT TO SCALE EXISTING COMMON 3" PEASTONE W/ AT GRADE (SEE PLANS FOR AS REWIRED FOR 3. ALL MATERIALS AND INSTALLATION TO ROADWAY SLOPE TO DRAIN BACKFILL FILTER FABRIC OVER LOCATIONS) GRADE ADJUSTMENTS BE IN ACCORDANCE WITH WATER CONTACT GAS COMPANY FOR SPECIFIC #4- MIN. FINISH GRADE VARIES (2- MIN. TO 5- MAX.) DISTRICT SPECIFICATIONS. DETAILS FOR THIS SITE. 24"x 48" WEEPHOLE TAPPING SLEEVE AND GATE VALVE DETAIL TYPICAL GAS SERVICE SECTION SECTION MIRAFI 140 N FILTER NOT TO SCALE NOT TO SCALE FABRIC UNDERNEATH 1, (T�) SURROUNDING "'' MORTAR ALL JOINTS STONE TRACKING PADfCONSTRUCTION ENTRANCE GALLEY 4' 4 CRUSHED STONE 60" DIA. PROVIDE "V" 3 -6 4' 3/4" - 1 1/2" (TYP) OPENING , » (NOT TO SCALE) :;•:;; : lz 5.0' VAN ACCESSIBLE w 1" CLEAR HANDICAP PARKING HANDICAP OUTSIDE OF PIPE " w 0.1 35 DOMES ® 1.670 O/C 0,1 SIGN (TYP) PARKING MIRAFI FILTER FABRIC TO BE > RISER CLEANOUT PLUS 3" CLEARANCE ;n » 4x4x4 H2O PRECAST LEACHING GALLEYS Lv � WHITE PAINTED SIGN (TYP) 6" STONE BASE PLACED AT THE BOTTOM OF ALL DETAIL-I SYMBOL ON BLUE WWF 6x6 - W2.9xW2.9 (ACME PRECAST OR APPROVED EQUAL) - GALLEYS UPON INSTALLATION, � NORMAL 1• INSTALLATION TO BE COMPLETED IN ACCORDANCE BACKGROUND SEE PLANS FOR EXACT CONFIGURATION ADS ELBOW TO MATCH PIPE WITH MANUFACTURER'S SPECIFICATIONS. 4 4" YELLOW PROVIDE 24" OPENINGS FOR ALL GALLEYS INCLUDING INSIDE ALL GALLEYS WATER DIAMETER. REMOVABLE FOR 4" CONCRETE SIDEWALK WITH 1/2" OVER CRUSHED STONE BASE. LEVEL IN 2. FOR CUSTOM SIZING CONTACT MANUFACTURER. - STRIPING (TYP) WITH RISERS, AND 18" OPENINGS ON 4-0" o000 000000000000000000000000000000 FABRIC TO BE REPLACED UPON SUMP MAINTENANCE U I 45' EXPANSION JOINTS O 20' O.C. AND OTHER GALLEYS STABILIZATION OF ALL UPSTREAM SUMP \ o 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000 3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY j7 20'-0" 4-g SCORED CONTRUL JOINTS O 5' O.C. SUBSURFACE LEACHING FIELD » MIN. 0.12 SQ. IN. STEEL O 00"0000000000000000000000000000000 1% MIN. BROOM FINISH AREAS. 5 MIN. a INFORMATION VISIT WWW.CADDETAILS COM NFO ( ) WITH PRECAST GALLEYS PER VERTICAL Fool, , L11 "000oo00000000000000000000000000® /� • PLACED ACCORDING TO � �0 00000000000000000000000000000000 REFERENCE NUMBER Bet-OOtE „ . ate• _ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 a e .•e x •a v ^�•a AASHTO DESIGNATION o � �o o A La0000000000000000000000 �Fe0000000000 4• DETECTABLE WARNING SURFACES SHALL CONTRAST NOT TO SCALE o o 0 0 0' 8" MIN. VISUALLY NTH ADJACENT WALKING SURFACES �/ VAN o� o o» oq�$ GRAVEL BASE N ® O O o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. � cb 00000000000000000000000000000000000 Cr ,�QQ 0000000000000000000000000000000000o PAINTED HANDICAP "�- o0000000000000000000000000000000000 8'-0. � SYMBOL ON BLUE PRECAST CONCRETE DOUBLE CATCH BASIN r 000®®®900:0LS00000000 000011 ::000®0000 8'-0" 8'-0" BACKGROUND (TYP) 4"x4" OAK CURB ®®00000®00000000000000000000000 PAINTED HANDICAPPED STOP MARKER. WITH GAS TRAP AND CLEANOUT HANDICAP PARKING LAYOUT s• COMPACTED GRAVEL BASE M 1.03 TYPE B IL PAINT BLUE. NOT TO SCALE 04 • 0.12" 1.670" TYP. NOT SYMBOL CALF (NOT TO SCALE) TYPICAL CONCRETE SIDEWALK SECTION NOT TO SCALE •yy° (NOT TO SCALE) 00000 000 00000 000 00000,10000 0 0 0 0 0 0 0 CURB "LEVEL LANDING" WITH MATCH N 00000 00000 000 000 TRANSITION DETECTABLE WARNING PANEL EXISTING PAVEMENT N 1.125" 1.670" TYP. O�HDUE (�E 1.670" TYP. 1.125 0 0 0 0 00000 0000 °o °_ 1.5% SLOPE FOR DRAINAGE •EW R A BINDER COURSE o W PUNTS PER CELL EACH ;,� 0 °°S A URB TRANSITION FOUN O 0.045' HIGH SIDE)- Q e 00 oo)0000000 000 000 4- I TELESCOPING CAST IRON +�-2' MIN. 12" (TYPE I-1) Q N 000 00000 SERVICE BOX AND COVER GRASSED » » TOP COURSE - "\ _ O o 0 0 0 Cj / {TION A-A TRACING WIRE-#12 5'-0" BUFFALO 94E OR EQUAL TYPE A (TYPE 1-1) iV p o 0 0 0 0 0 0 0 000000 000rTHHM, SOLID COPPER UNLESS SHOULDER BITUMINOUS BERM o _ °;, a COLD PLANE BLUE IN COLOR OTHERWISE 1 » R 0 0 00.0 0 0000000000 •° _ a TOP OF CURB / DOMESTIC SERVICE TO BE n 00000000 0 0 0 0 0 0 0 0 0 0 0 0 �� ,,,og$a e°e, n, 7m 00 0 00, 00 00 0e 5 1-1 2" APPROVED ' " 4 FT• 0.0 p •pyL ,10� 3.00 3_00=� 0 0 0 0 0 0 0 0 o a (H�) » WATER MAIN 2 200 PSI CTS PLASTIC Al EMBE011ENT FLANGES As INTERNAL EMBEDMENT '4 LO °° oo °°° 000 p HIGH SIDE 5'_p+ FACE OF CURB PROVIDE TACK PROPOSED 1 1/2 BIT CONC. FLANGE o 3• o/c(SEE 0 0 0 o d iION ROADWAY A (6'_g• COAT AT ALL TOP COURSE (TYPE I-1) LINE TO DISTRICT SPECS & SEED 3 EMBSHOWN IN REFLECTED TRANSI " 3.00" PnONAL SOUND AMPLIFYING o°o°o °o°o°o SLEEVED WHERE REQUIRED. PLAN PLAN FOR ORIENTATION) MANUFACTURER 000 0 0 0 0 o L 1 DOWNGRADE LOW SLOE JOINTS TYP 45' 0.01" 0.01' 1S C -- TRAN3SI LEA (TYP) PROPOSED 2 1/2" BIT CONC. CURB STOP MUELLER » 0.01" O.Ot" LEVEL MICRO-TEXTURE F CEMENT CqV� ON EDGE OF ROADWAY HSL - HIGH SIDE TRANSITION 12" BINDER COURSE (TYPE 1-1) O OR EQ. TURN LEFT TO 9 GRAVEL RAMP SEE TABLE) OPEN SUBBASE SECTION A-A PAVEMENT 41 POINTS PER SCUARE INCH =TOLERANCE FOR CONSTRUCTION t0.5X EX. BIT. • (M 1.03 TYPE B) NOT To SCALE DETAIL-1 (FULL) NOTES O BACKFILL WITH GRANULAR 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES -- NOT TO SCALE 2.RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK; i.e. DEPTH OF SURFACE AND FOUNDATION. O� MATERIAL WITH MAXIMUM 3.PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY GROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE HSL CURB PARTICLE SIZE 1 -- SUB-BASE T- -P A TA WA N I N PAN RAMP. TRANSITION LENGTHS �' � 2" CORPORATION STOP 00�0 O MINIMUM 2 CUBIC FEET 4.ROADWAY SIDEWALK CROSS SLOPES FOR BRICK, CEMENT CONCRETE AND BITUMINOUS CONCRETE, WILL BE 1.SX A CONSTRUCTION ° tx"�d� " PER WATER DISTRICT SPECS TOLERANCE OF tD.5X IS ACCEPTABLE ON ROADWAY SIDEWALKS IN ACCORDANCE WITH 521 CMR THE RULES AND REGULATIONS OF ROADWAY HIGH SIDE NOT TO SCALE THE ARCHITECTURAL ACCESS BOARD (AAB), THE SIDEWALK SLOPE CANNOT EXCEED 2.OX PROFILE TRANSITION GRAVEL WATER SERVICE SECTION DETAIL CAPE COD BERM DETAIL 5.AN UNOBSTRUCTED PATH OF TRAVEL AND A MINIMUM WIDTH OF 3'-3'SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS(UTILITY GRADE LENGTH h �,.,a�.•S��aS...ia. a,". POLES, SIGNS, SIGNAL FOUNDATIONS AND MASTS, MAILBOXES, ALONG DRIVE OPENINGS, ETC.) O 6'-6" 9" GRAVEL SUBBASE NOT TO SCALE (NOT TO SCALE) 8 HOWEVER. THESE SLOPES MAY THE WHEELCHAIR RAMP SBE AND WHEN SIDE SLOPESWARRANTED BY SURROUNDIWILL BE NG G CONDITIONS. TOLERANCE OF 0.5X �1 7'-Er M 1.03 TYPE B 7.WHERE THE ROAD PROFILE EXCEEDS 4X, THE HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOT EXCEED 15 FEET. >7-2 9'-0" B.IN NO CASE WHERE A STOP LINE IS WARRANTED. SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACH SIDE OF THAT STOP LINE >2-3 1•r-o" PAVEMENT SAWCUT AND MATCH DETAIL PROVIDE PVC SLEEVES 6' HIGH VINYL COATED CHAIN LINK FENCE a.FIXED OBJECTS(I.E. UTILITY PDIFs,HYDRANTS, SIGNS, SIGNAL FOUNDATIONS, ETC.) MUST NOT ENCROACH ON ANY PART OF NOTES INCLUDING POSTS W/VERTICAL THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES. >3-4 14'-0" (NOT TO SCALE) FOR FENCE/GATE POSTS 10.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP. EXCLUDING CURB TRANSInONS, TO BE LOCATED OUTSIDE THE 1. INSTALL SILTSACK PER CATCH BASIN GRATE INTERWOVEN VINYL SLATS - SEE PLAN CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE. >4 15'-0" MAX. MANUFACTURER SPECIFICATIONS NOTE BASED ON A CAST IRON CAP OR PLUG FOR LOCATION 11.CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE LOCATED UPGRADE OF THE e THRUST BLOCK IN ALL CATCH BASINS WHERE 1" REBAR FOR "X8" 1OX30 W.W.M. , RAMP ENTRANCE. DESIGN SLOPE OF 7.SfG BELL OF PIPE ;.• INDICATED ON THE PLAN BEFORE / . 12.THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY. OR FITTING f': '• AREA TABLES COMMENCING WORK AND IN BAG REMOVAL CONCRETE SLAB 35, 13.TES7ING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE PLACED PARALLEL TO THE LINE OF THE SLOPE THERE SHALL BE NO AND A REVEAL of 8" PAVED AREAS AFTER BINDER SURFACE - .. •.., DEVIATION FROM A TRUE SURFACE IN EXCESS OF 1/4'. SHORT PIECE OF PIPE " » COURSE IS PLACED. ❑❑❑❑❑ BENDS Ei PIPE 8 PIPE 10 PIPE ❑❑❑❑❑ 2. GRATE TO BE PLACED OVER ❑❑❑❑❑ is 3/8" UP ;: WHEELCHAIR RAMP DETAIL CAP OR PLUG 1/32 (11.25') :? S.F. 2 S.F. 2 S.F. SILTSACK. :?;.: �� .? BITUMINOUS 4,000 LB. P.S.I. CONC. SLAB •`. NOT TO SCALE ROUND TOP TO REDUCERL 1 16 22.5') S.F. 2 S.F. 4 S.F. 12 W/LIGHT BROOM FINISH / ( 3.SILTSACK SHALL BE INSPECTED PAVEMENT MIN •' 6" 0 STANDARD ��SHED WATER 1/8 45' 2 S.F. 3 S.F. 7 S.F. PERIODICALLY AND AFTER ALL PRE-MANUFACTURED 6 2" ( ) °'''' 1/4 �90'� ;f S.F. 5 S.F. 10 S.F. STORM EVENTS AND CLEANING SILTSACK BY ACF y. STEEL PIPE FILLED-------, ENVIRONMENTAL OR W CONC. PLUG OF CAP ;f S.F. 4 S.F. 8 S.F. OR REPLACEMENT SHALL BE N� - ' / PERFORMED PROMPTLY AS L L APPROVED EQUAL , ' ' `•'•: NEEDED. MAINTAIN UNTIL PLAN VIEW UPSTREAM AREAS HAVE BEEN 12" X 12" 8 S.F. 10" X 10" PERMANENTLY STABILIZED. 6" • 6" x 8"/10 x 30 W.W.M. SLOPE ® 1.09� 4'-0" 12" X 10" Ei S.F. 10" X 8" SILTSACK CATCH BASIN I BIT. CONC. PAVING TEE :� 8" X 8" 4 S.F. 10" X 6" GRATE i' 23" X 6" ;f S.F. FLOW -"--FLOW 2.12 BATTER \ REDUCERS :�\:�\ \.\\.\\:•.•::\\\ 12X10 3S.F. •�;,:,• - � 1 1' 1 � �'•._. _ .. ... 12 X 8 4 S.F. :::;:: 6" COMPACTED GRAVEL S A-A :». - - ' 3._6w •.. '•. �• • 12 X 6 6 S.F. BASE M1.03 TYPE B71 s• 6" CONCRETE TO BE 10 X 8 2 S.F. EXPANSION A • "'" Y 10 X 6 eI S.F. RESTRAINT / 4" LOAM & SEED CONCRETE PLACED AGAINST , 2 -•-I :•: UNDISTURBED SOIL 8 X 6 .- S.F. DOUBLE GATES (TYP-) W/VERTICAL INTERWOVEN 18" HORIZONTAL BEND VERTICAL BENDS VINYL SLATS BIT. PAVING GRASSED OUTLET SWALE DETAIL DIA SECTION VIEW (NOT To SCALE) BOLLARD DETAIL THRUST BLOCK DETAIL SILTSACK SEDIMENT TRAP DETAIL DUMPSTER PAD W f FENCE (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) FILE: 2716.04DET Designed by : SCALE ° ;OF PREPARED FOR: DETAIL PLAN Sheet of Drawn by � LAHAM MANAGEMENT AND LEASING, INC. FOR 8 g - IVIL AUDI OF CAPE COD an I C DESIGN ENGINEERS, INC. Checked by A S N 0 TE D �� D.337 6 � P.O. BOX 980 JOB NUMBER Surveychk. b HYANNIS, 'MASSACHUSETTS 02601 P.O. Box 1051 , Sandwich, MA 02563 (5081) 888 9282 y DAN�!TFI'VO0/0�AL NG�a No. BY DATE REVISION HYANNIS, MASSACHUSETTS 02601 DUNE 12, 2014 2716. 04 Approved by GATE POST 4" NOMOD TOP RAIL STEEL OR EQUAL BRACE TUBE 5/8" ROUND EXPANSION SLEEVE LATCH ROD TOP OF CHAIN LINK CORNER POST OR TERMINAL POST AYA TURNBUCKLE (3" TAKEUP) ' TRUSS ROD ;`; BLACK VINYL SLATS (TYP) itBLACK VINYL BLACK SLATS (TYP) , BAR BANDS AT POSTS BAR BANDS 12" INTERVALS BAR FASTENERS AND RAILS WIRE ASTENERS io STRETCHER BAR BLACK VINYL v , \. FENCING r N BOTTOM :'•' F '` I: TENSION :L >''' WIRE SLOPE TOP OF ' ` SLOPE TOP OF FOOTING TO DRAIN FOOTING TO DRAIN \T > < II 11 � NOTE: i1,. so II DETAIL SHOWS DOUBLE GATE WITH LATCH ROD. IF ONLY I---I SINGLE GATE IS REQUIRED, . I `I F ua` 6" DIA. REPLACE LATCH ROD WITH " _ :hA u a = HARE FASTENERS AT 18" INTERVALS. TOP AND BOTTOM NOMOD STEEL OR EQUAL AND 8'-0" CHAIN LINK FENCE — GATE FOOTING TO MATCH 6" 4s BEND 12" DIA' CHAIN LINK FENCE DETAIL 1r DIA. CHAIN LINK FENCE NOT TO SCALE 6" PIPE NEW SEWER Y-BRANCH •1 MAIN SET CASTING IN STANDARD CAMPBELL FOUNDRY CO. MANHOLE FRAME GROUT AND GROUT & COVER W/ GASKET OR APPROVED EQUAL SET RIM EL. AT ALL AROUND FINISHED GRADE 6" PIPE ` 8" MIN. BUILDING- DIA. DIA. EX MANHOLE ALUMINUM M.H. STEPS / �, USE MAX. 2 BRICK COURSES AS 12" O.C. - SAFETY TYPE, TO FINISHED GRADE. NEEDED TO BRING MANHOLE \ RIM TO REQUIRED ELEVATION. �,• c..•.,.,- EX, PIPE M �\ / Y-BRANCH EX. PIPE OUT :.:.>• _ •,w :.• ' PAINT WITH 2 COATS !' ALTERNATE METHOD - '- a' �'. \\ STANDARD PRECAST CONE OF BITUMASTIC N0. 50 � SECTION - 2' LENGTHS RESHAPE MANHOLE ALL OVER / \\i 'r INVERT AS / < REQUIRED STEEL REINFORCED TO / I PLAN ? a'..' A.S.T.M. 8 A.A.S.H.T.O. y tl \\/ FASTEN PIPE TO SPECS. 0.12 SQ. 111 \ 5" �.• GALV. BRACKETS 4MANHOLE WITH CUT INTO EX LIN. FT. MIN. ___ % MANHOLE. �\ --- - - - A STANDARD PRECAST AND 1/2" BOLTS GROUT PIPE j a 5" , BARREL SECTION - BUILDIN Q IN PLACE. MIN. \\i. COMBINATIONS OF ® .- p/AF SERE PLAN VIEW FOR % d. 1', 2'. 3' OR 4' LENGTHS C 0/q INVERTS BUTYL RUBBER JOINT ----------- \� x�. (TYP.) / \ �- PIPE SEWER MANHOLE TIE—IN DETAIL S=0�02 MIN. a:' NOT TO SCALE CONCRETE FILL-INNER EDGE AT STANDARD PRECAST - ELEVATION OF TOP OF CUT d. BASE RD PRE S PIPE EDGE, 1" PITCH UP TO WALL j\ \% 3' LENGTH ON - -- DEPTHS GREATER AT Ir SECTION �\ / THAN 9 FEET. SEWER SERVI�;!E CONNECTION DETAIL / a ::.; : ... ,:.. ..'. '.44. r 8" MIN. NOT TO SCALE CUT OUT PVC " 00 0�0\ SEWER PIPE o d o c c�� o b oo CRUSHED STONE /4" - N. 1 1/2" BIT CONIC. TOP COURSE 2 1/2" B1T CONC. BINDER COURSE PRECAST CONCRETE SEWER MANHOLE (TYPE 1-1) (TYPE 1-1) NOT TO SCALE 9" GRAVEL SUBBASE DBL SIDED PRESSED, M 1.03 TYPE B PAINTED HANDICAP b o N < ACCESSIBLE SIGNAGE 'O8' �= °° TYPICAL RISER (�) GROUT EDGE ALL SEE NOTE (VAN BELOW AC�BLE) o COMPACTED SUBGRADE ARouND SECTIONS HANDICAPPED OR FILL PARKING ONLY OD 8" MIN 2' TO 4' BASE z PAVEMENT CROSS SECTION MIN. 0.12 SQ. IN. SECTION GALV. STEEL 1 NOT TO SCALE STEEL PER VERTICAL 1/2" DIA. PTD. FOOT, PLACED 8" POST ;� ACCORDING TO AASHTO 9'-6" FNISHED GRADE DESIGNATION M-199 ( ') 4" CONCRETE SIDEWALK WITH 1/2" WWF 6x6 - W2.9xW2.9 EXPOSED JOINTS ® 20' O.C. AND BASE DETAIL FOR MANHOLE GREATER THAN WIN DEPTH .1111111 SET POST IN CONIC. SCORED CONTROL JOINTS ® 5' O.C. NOT TO SCALE -I J .0 (�•) (BROOM FINISH) NOTE: O (1) VAN ACCESSIBLE 6" C •X a C X V ^Q�-�x i V SIGN OR AS REQUIRED 12" BY PARKING ca Q • • Qn REQUIREMENTS Q Q �� Q � LEB RON LK1 OA OR FRAME & COVER SHALL BE HCP SIGN DETAIL BINDER COURSE `rUv #,o APPROVED EQUAL. (NOT TO SCALE) TOP COURSE �(�� 6" / �/ /\/�/�� FRAME TO BE SET IN �j"'(�� '�cc��•� FULL BED OF MORTAR C7�•+ 6" COMPACTED GRAVEL (M 1.03 TYPE B) BRICK LEVELING COURSE AS REQUIRED FOR GRADE 12" - 24" 24" f 1" ADJUSTMENTS " MONOLITHIC CONCRETE CURB AT SIDEWALK DETAIL CONICAL DIA. (2 MIN. - 5 MAX.) 2 CHAMFERS6�y \\ 'I SECTIONS (NOT TO SCALE) -�8" MIN. 5" MIN. MORTAR ALL JOINTS P�N jJUOS� /�j 7" REVEAL HEIGHT OF RISER MIN. 0.12 SO. IN. STEEL f� G 6 IF BASE COURSE " " FFRROOSECM 1' TOVA 48" + 1" DIA PER VERTICAL FOOT, d 6 4 LOAM 72" f 1" DIA PLACED ACCORDING TO ILLLI 18" HIGH PRECAST TOP COURSE & SEED MAS9�T0 DESIGNATION CONCRETE CURB *CONCRETE OUTSIDE CLEARANCE CLEAR BASE COURSEVERTICA 13 BAR AROUND SAND / GRAVEL GRANITE OPENINGS FOR PIPES 18" a .4. DIAMETER AND OVER, �. o' CURB p� 1" MIN. COVER ��e�.® �a•a a7/�"La oaf . Q� � • �. .'� � GRAVEL SUBBASE •� . . •.. �. . .•;°•..•.,, g„ •yo �o�P. M 1.03 TYPE B � O Ova a a OIDO�apO o• E •' e\P PRECAST PIPE OPENINGS RISER SECTION GRAVEL FOUNDATION g" ® appa ppp o pp p pp o p p OOp� •,� Q 6" PROVIDE V" �0 Sa 8 S81 g S SS S S S$ P OPENINGS 88 18" * THIS PROCEDURE IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/OR BINDER o ro� 8" MIN. GRAVEL BASE elk / APPLY ANTI—SCOUR a b o _ " COURSES ARE IN PLACE, OTHERWISE CEMENT CONCRETE WILL BE ELIMINATED AND GRAVEL IS MATERIAL AT ALL DROP o e o= dg PRECAST CONCRETE CURB DETAIL BROUGHT UP TO BOTTOM OF BASE COURSE. CONNECTIONS. CEVA DEC #110 EPDXY COATING BY (NOT To SCALE) VERTICAL GRANITE CURB EPDXY s"THICK OR' PRECAST CONCRETE DRAIN MANHOLE NOT TO SCALE APPROVED EQUAL. ( ) NOT TO SCALE FILE: 2716.04DET Designed by : SCALE RI , PREPARED FOR: DETAIL PLAN Sheet of ® Drawn by LAHAM MANAGEMENT AND LEASING INC. FOR g 9 an I C DESIGN ENGINEERS INC. Checked by . c 33 0 �� ' A S NOTED TE D � � w P.O. BOX 980 AUDI OF CAPE COD JOB NUMBER Survey chk. by G HYANNIS, MASSACHUSETTS 02601 P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 DATE �S'°NA� �� HYANNIS, MASSACHUSETTS 02601 271 6. 0q' Approved by : NO. BY DATE REVISION JU N E 12, 2014 O l 1 I I I I I I I I I I I I I I I I I I I I I I I I 6ordcn I I I I I I I I I I I I I I I I I I I I I I I I V end cr Farki nql I I rew+n h widow — — — rrw x�h wfOow I I I i — — — — — — — — — — — — I nip o_ new aoaS w.vow r I C•. I irZ I •}R' f I ,r .: � { , .� . I� i — — — — — ;,r — — — — — — — — — — — — — — — — a w q, >s r.. �, i,{ ti I �i. + I a,. :. r: k } ► I I L I I O(/ic 0/licc c wirdow I I rcrnaicd rvw 5hop �rxolcd^f�frurr� I L — — — — �— Cho(/l/—-—I— — �— — — — — � — — —� Crca,room xrn.cd.new idttKrrHe $ - nr) a 16 f/ with two bax U-06 ad ob/cd ✓� /wv wall n:pbrxrd�,udev k 011icc ♦ \� otLJ (w,:�bocrdl,7.M•rgfw )C- Jd�c,} e on/ere door -a • I cc"'ro rer90Ycd rrrndorp lnblr. I cxo I •rndor�lob/r.r la' on'y I s ri' 660 9q.R. Ghori}y Shop I V'✓ork-hop 6act�c Cold barn: GO'7fCfCnC'C a ccpli n I Q I Q Gharil/Shop I g-� ((i �'-�' / window doorrdrrr C�idcroom I_ Workroom Kilchcn !9udKoon lief P b 04 rorul U rcr�icd I ,8„�� ,8„x, I p rav--$W r//doom Exi�linq 60,04c I nrw�oa�w•tow — — —rrw�oaT w�ow — n new crd roux doar�. ei� c rare c dru 04" gadcn wco hori Shop we/h%naJalrG TL. enhance:.I" Cn rar�C� I L— — �P Door rclocalcd — — — — — — — — — — and cnlargcd Plain roux zdorm;ab/e; I (rcdccorolion or(/) \ _gC raft Market Garden 6ordcn I I NcwFercc 42" hi h g ran up I 6raicl Gar Pak .o I � I — — rOdIolr�Q H/anb„lce5 wsi gLyo,.di„ u — — — ,— —r.d—swr;.•/�—a;b lep m—�l�o-�—ro fl/—c am—, r—nd or—�/abl—e' — — — 1II Dric��;dcwd II 'Q'Y�laj,l6rlr frecrnscaee Sd ign` IU \ \ I I \1b Nl /C w A b0r 96 high I " G/ / " Lc/\c/arCQ area 6ordcn 6ordcn — — — — — — — — — — — — — — — — — — — — — - — — J Chrily--mop pool on< roil fence L747 6rarcd area poll NcwFerrc 421 PhJ J P. k No erce 42 Ncw 6dc O r- hign / hrgn brick�idcwdk O - elZdric pole 0 dropped kerb Oe/eclric dropped kci6 (�oufc G/1 ` \+ r✓ 4- - d wq,no, 20071016 ` �� Pro o5ed Cara e Addifion Site Plan ., 5calc g►'- 1f 2007 5 4 328 Z [lain 5 f P arn5fabl e, 11� p 9 date , �fh Janva�y 328 , 328 1� , Narrative Audi of Cape Cad As per plans attached,the applicant is proposing to raze and replace two existing buildings"housing two automobile dealerships(BMW&Volvo) and construct one new building with associated parking replace theta with a new automobile dealership(Audi)with retail sales and service at 25 Falmouth Road and 28 Hallett Road, Hyannis,MA all per plan submitted.. Below are several of the improvement areas which will result from the project: Starting with the impervious coverage: The existing site is nearly entirely impervious at 98.49% (56,960 square feet). The new proposed dealership will be 84.74%o impervious (46,430 square feet), an improvement of 13.75%from what currently exists. I azardous materials: This number will also be improved with at least a 10% reduction in materials stored on the site at present. This does not include the 20 Racks which were recently removed at 5 gallons each,nor does this number include the fluids from the 15 lifts at 15 gallons each,fora total of 235 gallons of additional hazardous materials. The new lifts wilt be Smart Lifts (which use bio fluid). 1 have also attached a copy of the proposed lilt information for your reference. The end result will be a clear reduction in hazardous materials stored on the site. In addition, all new state of the art technology will be implemented. Building Footprint/Setbacks The existing building footprint at the site is approximately 16,900 sq ft. This will also be reduced by approximately (1,400 sq ft)down to 15,493 sq ft. By reducing the building footprint and relocating it on the site, the building was able to be pulled back.an additional 10 feet from the Route 28 setback to (30 feet) where only a(20 foot)setback currently exists. In addition, all other setbacks will be improved from what currently exist at the site. Curb Cuts "rhe site is currently has 4 curb cuts. Two on Falmouth Road (RTE 28)and two on Bearse Road. Falmouth Road: One of the curb cuts (most northerly on the plan at the corner before Bearse Road) will be closed. The other existing curb cut will remain as it currently exists today. Bearse Road: Bearse Road has two curb cuts,one of which is very large sparuling almost the entire length of the Bearse Road frontage.Both of these curb cuts will be closed off entirely. The end result will close tluuee of the existing curb cuts on these two roads(one of which on.Bearse Road is very large)and end up with only one curb cut on Falmouth Road (which already exists at the site). Q:SitePlan,SPRPGS 02!20/2002 35S5- 1 k � t«r. CHOICE e-Y shop is diffe,-,t the extihuive SNCJ`K4VAVE u _ sarailwfeontotRowys bsl n a a. Leda titi 6.--Postproduct famif and the Yig-i d 5,7enlip..o:V T ,�� i ..... Mu eran Nm op ions fa! sc�dardprrx�cpsntY, _. SHO I. 01*Sh�tivare EtA,sa'd lilts grva yvtr they WS You awd to bow(baf produc rj and d i See what Shmkwave can do for nvredateiy"Vase r"sho¢s ntenbu of swce kkau per bay.Hera s 1,st one a unpie' t Your business ness with ourinteractive SHOCMA VE Equipped R01 Dol/a&vr-for Lift OR code or or Simp[yusettris OR code ru go to www wtsry1dwom/shockwave for a fully cus mizable O', O help dayYour business grow : snapshot of how we can R , in ta 'e competitive Oi market .. Z9 �8 OM440-6430 oar St' r" 91' " jp`? aYM4w vy rrsaym+w�alfR �� I kx z+,s.aN..u:»swo.u.�w.o[:cs��.am.a...a.v:r.,+a � ..rvr+�.�.+er�• �1€Q i i i z " SPEED f ! Y activated cow edkseiart Equipped with pads, Di7 owerreduces 1Xfasterrise More productivity j activated taserhelps spot f arms or ournew t p f >R makes happier WA - E�., vehicles the fin(time •. padl arm hybrid 6.` operating cost and descent technicians SFOTFING A.i'ENCIE?SN'TAIWAYS EASY ONLY SHOCM5VaVE EQui+'Pfo UTTS GNEYGJ I SHOcKAAV SFA'sT,Y7 SHOCnVAVES EARTN SNAi'TEpJHG SPEED I SHOCKNtAVFSINCREASED RISE HEIGHT j THE PATENT PENDIPP,SPOTLINE LASER SYSTEM: A CHOICE DE LET SUPfRaTTwCTvAFSTD MATCH PEWMtr D£POWER IS ACHIEVED THROUGH THE COMBINATION i PROVIDES ADDITIONAL HEADROOM AND I NMODUCINS HELPS CF14TER CAM IN THE DAY QUICKLY AND YOUR SHOPS NFiDS SYSTrhl GIVES YOU OF ITS PATEWKNOINO OC POWER SYSTEM WORKSPACE WRYOUR TECHNICIANS. THE WORMS FASTEST LIFT An_URATILY THE FIRST TTML. LOWER COST;Man ANZ OTHER TECH FRIENIRV FEATURES, EXCILUSNf PATENT PENDING PAD/ RfLL4QLE OPERATION. Shcekwave Equipped Rotary L its lw 1 e Dig*nx a sac¢ln7lima ARM HYBRID c ,kres a if o- rr, tier Me.*fwuxers.h.SPOTLI NE am Your Sliclnve a E9 Standard With the SPEED,CHOICE& br 5Fwwg a lire"laser Lie easy sp tsn and mz,-s rya �t. &owa of n perst neaaes gem�vhxlm in tie bay _ 2{nxt fibs pro+de doom ueceriu,at ar bc; Toner ;a;n. wf "9 Lbz bon ssin=d i wd m de air and do-n Fasm,Yw any ocher WL ati adhriorwl3' RETURN on Investment that will help you .d an to the Vehicle's fo m *► I Grwo 24 bw—w- V5=0 at rise. achieva your goals of greater technician ( ravrreww�ruatsga ; rorrcikl produetiv ty and higher profits. wIieoy a cerear the =c r k w ._�« =_� ( as drk n t onvy It*fine,yoU re rght where 1`'. RE �. reedlobetora Fkic hk F.airm xxm.rc Jvz a- .,r" didiSXfiSC537(lY a(,NH. ' MO Designed specifically for bays where "�`°` "�"""`,_.€, emrca x 9 de vrL Iv I AKSPALE where M ,, ,..rrs•n ':�r': eu+Tr+s++a P70rws-vq� ` Service speed is paramount,Shockv rve �sariags Equipped lifts are the Pastes[in die �r�a b. 5c MOYAatE An of 8O%or nwe, ha vrad s c as steed word;helping you keep step with the PAIIwee O"f"Z at� actdarai4Nf4a cpts+rs of ever changing desnarlds in the YehL la for � r" �' d a Sr«t me Eged Isrol+c fie.r..y�crrr atts yt tih areagarrea charter i service Industry, j aeTSja Paw _y br your bmirve and , ,,.•a�You'll aae D _ amedet creasean loin This lnrwVaDVe. n � �� NLdioLO'Ary erdriyerwe a•r"�'•R•""r•••� "': tha w0 half Vou raum your best ernplaiz industry charging _ _ technology is only alzllahle from Ws a s eesrurt rre awrrrssa Ifi,q."w it's O dcasabatman vs STANOARDAR4 ±L1 25st Candf+se and Rotary the worlds roost ousted lift. PACKAGES(2aagea3 ',-hm rtr m.techcvci—i raperaresserymdd.?K I 19 second descent is1111"C V.ech,craarovedeaatrh rwa,d�D ny a xt$SaiCYf d tstaxt. ( .wu consiCar paeiog aayMGg.ts.in," as fast as other standard lifts! -6meeyrd r-saQzrarirs Gla-rs Motion sensor urns laser on and crlforlonqer tile. Mw oil le"t-Pi R--to a.4t✓ru aerirr6 kxic/eser �.6h..ay W<dgOiDe APPLICATION FO fi' P , N REVIEW SP QJ - ( Date:_____ LOCATION Requ W/O Service Business Name: Audi of Cape Co Assessor's Map# 311 Parcel # 041, Estimated Project Cost: _ Fee: Property Address: 25 Falmouth Rd / RTE 28 and - 28 Hallett Road and(49 Bearse Road for additional Subdivision Plan_ off site parking if required) Hyannis MA 02601 ANR Plan OWNER OF PROPER"rY Site Plan ✓ Name: Aldona Adomonis 2009 "Trust, APPLICANT Aldona Adomonis TRS Name: Laham Management and Leasing, Inc. Address: PO Box 231 Address: 460 Yarmouth Road Hyannis MA Osterville, MA 02655 Telephone: Telephone: Fax: Fax: AGENT/ATTORNEY ARCHITECT/DEVELOPER/CONTRACTOR/EN G—IN EER Name: Jeffrey Ford, Esg Law.Office of Name: Atlantic Design Engineers LLC. Michael Ford Address: PO Box 1051 Address: 72 Main Street, P.O. Box 485 Sandwich, MA 02563 West Harwich MA 02671 Telephone: (508)-888-9282 Telephone: (508) 430-1900 Fax: Fax: (508) 430-9979 STORAGE TANKS (HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing Proposed District HB Overlays: GP Number — Number Lot(s) Area: 54,789 Sq ft Size Size Above Ground Above Ground _ Sq ft: 54,789 Acres: 1.257 combined (25 Falmouth Road & 28 Hallett Road Fire District— Underground __ Underground Contents Contents —" Setbacks (ft.): See Plans Attached Front Side Rear UTILITIES Sewer Public X Private Size Number of Buildings Water Public X Private Existing 2 Proposed 1 _Demolition: 2 Electric Aerial Underground TOTAL FLOOR AREA BY USE Gas Natural ____ Propane Grease Trap::— Size gal Sewage Daily Flow * gpd Existing(sq. ft) Pro osed(sg_ft_)--_ Basement --- --- *GP or WP areas restrict wastewater discharge to 330 ResidentialRestaurant gallons per acre per day into on-site system. Retail _ 5Commercial - Parking Spaces Curb Cuts ffice — Required W/ Service 78.8 Existing: ercial 21,000 30,022 - Provided 79 Proposed (s ecif ) See lans attached See fansattachedOn-Site 85 TO C10Seal(s eci See Tans attached See plans attachedOff-Site additional if required at 49 Bearse Road (s eci ) See lans attached See lap ns attached :Storage&Stairs See plans attached See plans attached Totals 8S21,000 30,022 Handicapped Floor Area Q:SitePlan:SPRPG3-02/20/2002 Old King's Highway Regional Historic District File # Approved? No Hyannis Main Street Waterfront Historic District File # Approved? No Listed in National and/or State Register of Historic Places? No Previous Site Plan Review File # _ Approved? Yes No Previous Zoning Board of Appeals File # Approved? Yes No Is the site located in a Flood Area (Section 3-5.1) No In Area of Critical Environmental Concern? No Is the Project within 100' of Wetland Resource Area? No Site sketch—informal presentation Yes Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. Yes Parking and Traffic Circulation Plan Yes Landscape Plan and Lighting Plan Yes Drainage Plan with calculations and Utility Plan Yes Building Plans, (all floor plans, elevations and cross sections) Yes Note that all signage must be approved by Code Enforcement Office at Building Department Lot(s) area in sq, ft.: 54,789 sq. ft. Total Building footprint: 15,493 sq, ft. (Exiting 16,900 +/-) Maximum Lot Coverage as % of lot 27.3% GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: Overlay District(s): GP Lot Coverage (%) Required 50% Proposed_ 46,430 sq. ft., 84.74% Existing: 53,960 sq. ft. (98.49%) PRINCIPAL BUILDING ACCESSORY BUILDING(S) Number of floors: 2 Height: 27.5 ft Number of floors: Height:___ ft See Plans Attached FLOOR AREA: FAR:— FLOOR AREA: FAR: Basement 10,697sq ft. Basement _sq ft. First 13,820 sq ft. First sq ft. Second/Mezzanine 5,505 sq ft. Second sq ft. Attic—_sq ft Attic sq ft. Other(Specify)_ sq ft. Other(Specify) _sq ft. See Plans attached Please provide a brief narrative description of your proposed project: (See Attached) I assert that I have completed (or caused to be completed) this page and the Site Plan Review Application and that, to the best of my knowledge, the information submitted here is true. Signatut-e of Applicant Date PRINTED NAME OF APPLICANT(S): /' <" Q:SiteP1an:SPRPG4 02/20/2002 Narrative As per plans attached,the applicant is proposing to raze and replace two existing buildings housing two automobile dealerships (BMW and Volvo) and construct one new building with associated parking to house one new automobile dealership (Audi) with retail sales and service at 25 Falmouth Road and 28 Hallett Road, Hyannis, MA all per plans submitted. Q:SitePIan:SPRPG5 02/20/2002 Town of Barnstable Geographic Information System June 17, 2014 d 311044 311089 311047 #583, 3110_ j� 311004 #31 f 4 � Y ,s F �, 311099 #0 3#29003 #34 3t1045001 1051 ) #571 4, #621 t #587 �,, Will, 11025 IOciF� # #5(),) 11049 �, .t Ilk404 .^ ... # 5 C G . +!4 - 71 11035002 311029 311041 - #417 #499 3110 k p #4918 311U,_ 3110i0 31105,1 r - j #45 311052 k ls- 311087 §. d +ID! 1030001 44 yy+. Y 311035001 #400 u e #42 11J-1 r 31 033 1 ' #143 ' a 31'1040%, i 1 114� +o^.� 311063 3110 _ g�',R #49 #, a #45 #37. p wf► 1 �► ` �1103b , 11067,"� i , ,.. #,� Ill^_ #15 3110r1 ' zt ,', ��.� 311032 311064 oe — # n, � y c � #395 j a° 30 #39 31#17 d j # 4 t O 310G^oo 1 i- 3�1�0089 31 1059 311058 t' ' 31028 j p. 1 i21 1 c1 S.DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:311 Parcel:041 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:ADOMONIS,ALDONA TRS Total Assessed Value:$1347300 Selected Parcel v=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:ALDONA ADOMONIS 2009 Acreage:0.53 acres Abutters E boundaries and do not represent accurate relationships to physical features on the map Location:25 FALMOUTH ROAD/RTE 28 such as building locations. Buffer _ Aerial Photos Taken April 19,2008 Narrative Audi of Cape Cod As per plans attached,the applicant is proposing to raze and replace two existing buildings housing two automobile dealerships(BMW&Volvo) and construct one new building with associated parking replace them with a new automobile dealership(Audi),vith retail sales and service at 25 Falmouth Road and 28 Hallett Road, Hyannis,MA all per plan submitted.. Below are several of the improvement areas which will result from the project; Startiniz with the impervious coverage: The existing site is nearly entirely impervious at 98.49% (56,960 square feet). The new proposed dealership will be 84.74% impervious(46,430 square feet), an improvement of 13.75% from what currently exists. Hazardous materials: This number will also be improved with at least a 10% reduction in materials stored on the site at present. This does not include the 20 Racks which were recently removed at 5 gallons each, nor does this number include the fluids .from the 15 lifts at 15 gallons each, fora total of 235 gallons of additional hazardous materials. The new lifts wilt be Smart Lifts (which use bio fluid). I have also attached a copy of the proposed lift information for your reference. The end result will be a clear reduction in hazardous materials stored on the site. In addition, all new state of the art technology will be implemented. Building Footprint I Setbacks The existing building footprint at the site is approximately 16,900 sq ft. This will also be reduced by approximately (1,400 sq ft) down to 15,493 sq ft. By reducing the building footprint and relocating it on the site, the building was able to be pulled back.an additional 10 feet from the Route 28 setback to (30 feet) where only a(20 foot)setback currently exists. In addition,all other setbacks will be improved from what currently exist at the site. Curb Cuts 'rhe site is currently has 4 curb cuts. Two on Falmouth Road (RTF 28)and two on Bearse Road. Falmouth Road: One of the curb cuts (most northerly on the plan at the corner before Bearse Road)will be closed. The other existing curb cut will remain as it currently exists today. Bearse Road: Bearse Road has two curb cuts, one of which is very large spanning almost the entire length of'the Bearse Road frontage.Both of these curb cuts will be closed off entirely. The end result will close three of the existing curb cuts on these two roads(one of which on Bearse Road is very large)and end up with only one curb cut on Falmouth Road (which already exists at the site). Q:SitePlan:SPRPGS 02120/2002 '.. . , -_� ► Sr OGK1,�� AVE GNOME j ♦iaca+ae every shop is diffe ent the eukuve pacYiag-is avaUble on two of Rol--Ns roost legerdary . pmjksts:t1v tw—o pest PAuct lamiij and the hmi d S,,.dif`.oivmg — fuu,era!t mue op fo irY,ICaSEd spy w�d atttducthnrr. SHO! . RETURN ScewhatStmckvaatandafor fN Y Shadww EwpoM�ghe mi tho mots you reed to bom bari producti♦rct and your bhait ess with our int do for S H C:K ;mmedc*irrrease yan Sim s rutrw of M%ve t rk=t per bay.Hem a fast one example: R01 calculator,Simply use this SHOGKWAVEEquippad Rl7!'Oollarfzer"for Lifts DR code or go m TM WtW.MMrylihcam/shockWave WA"E for a fully ctummiable ff]', 19 snapshot of how we can help your business grow in tnday'e competitive EN, market Rwn Wx{d 14.Igwrtm 55 i I SHOO KV-VA SPEED SpotSH,'; CK ' activaedlasemot helps Equipped with pads, DC owerreduces 1Xtasterrise More roduc_tivi 1 j� vehicles t efir t time pat f arms or our new f p + makes happier �A vehicles the first pad/ann hybrid operating cost and descent f ns Y YA , E- technicians VON 1NG VE111G I EiSN'T AUNAYS EAS Y ONLY SHOCICwAVE EQUIPPED UFTs GIVE YOU � SHOf,KwAVeS PAi'rlfi SHOC E'5EARn11 SHATTERING SPEED SHDGKYIAVESINCRE:.SEO RISE HEIGHT fMRODUCING THE PATENT FENDDN SPDTUNE LASER SYS EA A CHOICE OF Lr TSUPtT a"TRUCTURf.S TO MATCH PENDWG OC POYJER 6 ACHIEVED THROUGH THE COAIDNATION I PROYIOES AGDITlDldA[.HEADROOM AND HELPS CENTER CARS IN THE DAYOUICKLY AND YOUR SHOP NEEDS SYSTEM GIVES YOU THE WOWSFASTESTIIFT ACCURATELYTNEFIRSTIIME. QFfTSPATFHTpfNOU]6ccPOWERSYSTEM WORKSPACE FOR YOURTECHNICIhfr'5, IXCILSIVE PATENT PEN M PAD! LOWER COST.MORE ANil DTItHt iEGH ERIENOIY FEATURES, ShOCkW—Equipped Rotary Lifts wore cag*adlst",spct m ore AAM H"RED cr-ti ea a Iv,;p3=ha REEIAalE DPasATIOk standard with the SPEED,CHOICE& W ah etu g a q rz"lase Ire earl a niy a d d x n aaa-,j "g User hwdFy rearum such as SPUTLINEaM Your St xi, Equipped dour Necen of do has for�e:a:1;t, does ofv4xn.Met Sea sd,aVs mite by ^+,� 2-pw Ohs prtwrde RETURN on inveSDmart that vtill het �a4D0� and n Oe araW*m tam fen any mean Nt r an adO imal]'P Y� a d xi m rYe vd vJe's Fom V. Gmw 24 6marm aCII&S Your P81SOfgreater technic ian �� 't ° w*44 n.5mIofrim productivityandh'her profit-, Vvhe,rg P You caret the�elvrk on � ,..a,o..�.a..l�e,•. de file.You m rgM when You Qs M in Wavy o�mr reedNbe loraquii lih .::�,r d,a,p2r aces 110+pd+H. MORE ; Desgnr d specifically for hays where wa may„. J.rraag as nark tv NDR,c6PACE service speed is paramount,Shx wa a M,-nN Equipped lifts are the fastest in rh I Lhia b.pmakf AAQYABtE Aa ra>yllsoarFsaPiaps world helping You keep step with the PAO b. it BL rdEe9G aeiw+i Thr v o d c ase cteaa evar clanging derlands in the vehicle rd q r2odt id r�s varsbo W."Er+m,pee ar d a a 3 m service Industry. aaews�re:a amyl EftrrB opwaw I titsaaa ._ dt.m a met� hJ yw b—a' c arc . avtiriars T}11510fKNdfiVQ. 1 i w. _. - - immedeL= You'll irtwases in �! industry dwging GC fm,sc prodxlrrty and rtverue a.rQ o,»,4..irra..: - Cat,vtl help y-ratan you hest anplrryeec tec!>nDlogyisonlyavailahlDfrDm t � =, Rotary,the worirt's Most trusted lift I I Ma bea of rr ae a-d 6,g kAv4 i PACKAGES J2-m o3-Ttw; ur.1 sseconrse and ,rya,-a ar&;�,rC mdKoarms.,a,y,a�ntK Wanib'-Acre cl cetscles, f 19 second descent is TWICE Th.1.��^�i— �r mddor T 1 .rw cr.d,,uv ae,oYWnpaM n as Pastas ot'herstandard lift i T I -6-8pre..A.d0d vraw D ar ram Motion www m laser an and of for Ha. sA�M.aaW�rraR�w &"—AJo-mrd &G iro�ss..n r.+.yxd.r.t A,yrrnr xdno-�r tyrleer MEP PILOT PROJECT Summary of Permitted Groundwater Discharges, Popponesset Bay Watershed Data as of December 2003 10/27/2004 FACILITY NAME Permitted Nitrogen Technology TOWN AND SUBWATERSHED Flow STATUS (gpd) Limit(ppm) Forestdale School 20,000 no limit Rotatin Sandwich 9 Submitted for renewal Peter's Pond Biological Contactor Stratford Ponds 35,500 10 Mashpee, Barnstable Amphidrome Seeking Renewal Santuit River Willowbend Development 113,000 10 Mashpee, Barnstable Rotating Seeking Renewal Santuit River Biological Contactor Mashpee Commons 180,000 10 Mashpee Sequencing Renewal in 2009 Lower Mashpee River Batch Reactor w/ disinfection Windchime Point * 40,000 10 Mashpee Rotating 2004 renewal Lower Mashpee River Biological Contactor w/ denitrification Southcape 24,000 10 Amphidrome Plus 2006 renewal Mashpee Lower Mashpee River Notes: See Statistical Survey for other information about WWTPs operating at time of TR data collection. *Windchime Point and Southcape not operating at time of data collection for MEP Technical Report. Source: DEP's groundwater permit database, groundwater permits.