HomeMy WebLinkAbout4827 Decision 606-610 Route 28 11.22.19... . . .. __ _ _. - _ ... _. ���. .'. . .i . .. .. �
N/F
GREAT ISLAND PLAZA, LLC
MAP 32, LOT 65
DEED BK 32211, PAGE 294
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N/F
RUTH ANN BAKER & KIM A MEINERTH
MAP 32, LOT 67
DEED BOOK 28483 PAGE 25
. . . . i't'. . * �.' �
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. . ' . � . . . . � . .. xi^ ,, T � � �� �� � . � � �� � �
Plan Sheet Index , , ..�,� ��;ca�����.������� � ��T���r���r��i��
No. Drawing Title � e �y; � BAXTER NYE
� z.
� . ,isfe CoA 1•ifial;it.ff f'nrk �� t � _ ��
C1.0 Existing Conditions Plan � � ENGINEERING &
rJ Crrrl T ht�t'
� �.,.�r,a�,r �� �s►rF- ��f���������., �� SURVEYING
� C2.0 Layout and Dimension Plan � g� � '�
. . . P ��.d : : � � 1���:�fi��� �����; � -(,<4� aE ' F�.i" , i � . .3,� ��
C3.0 Grading, Drainage, & Utilities Plan '�� `
1°' � � �. ��� FP€ i `r �'�.
• -° �°�� �"'�` � `"`i� �ta4n st Registered Professional Engineers
� - � �` ��'��e��'�'��� �' - � ""� and Land Surve ors
C4.0� � � � � Septic �System Profile and Deta�ls Plan � � � � � � �. � �� ::. �� E �� _�� �<�j��� y
Y 1
� � - � � �p �� � " 78 North Street - 3rd Floor
CS.� Legelld alld C7e11e1'a1 NOteS P1a11 - �r `� Hyannis, Massachusetts 02601
C6.0 Details Plan _ �;,., Pno�e =(508) ���-�502
� e,. «.�>. �
C6.1 Details Plan Fox -(5os) ���-�s2z
y< , `; www.baxter-nye.com
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�r
LOCUS MQP Scale: 1 "=500'
o�
� /f . ,,,��� � . ,... . �pz GENERrAL NOTES�
` � �/% ce/oH ��, LOT AREA " �
�/ � / � FND y 7,987 SFf `n
'! (� 0.18 ACt \� �� 1. THE INiENi OF TNIS PIAN IS TO DEfNL IXISi1NG SfiE CONDffI0N5 AT LOCUS. S T A M P S
. . '� . . . G a � "� . . . . . . \20�y APp . . . . � . G r � � � -.`„� : '� .. ���,ZN OF A+�gS,qC
/ � � f,`, q� 2. LOCUS ARFA IS COFIPRISED OF. ` '"��w � il ., �< SH�ANC v
jfXISpNG � Ip�, ��kixq'� �...� �� PER REGISfHY OF DEEDS RECORDS: s bta: � F a �
� ��51' yN �ff�RE / �_ L4� �x\ �j OWNER: RK REN.IY TRUST, CHAYA ROSENBE G, TRUSTEE � cE�,� �"''? � ryoA�6 7 �
� ARMou� P T OFFlCE / � `� Si �'� \� CEftTiFlCATION �128 053 , Fo.4318� �^ t�' r� �,�ci,��
� � � / . .� � . . � �`S . . . � . � � �,, . . . . � �s T O �Ei.' t?F.cc\� �
J 4' , `, c,rTeR ,��,�. ,' ^ °�: s, �`,�
/ '� �ti\ �� 134p"E LAND COURT PLAN �17046C 5;�� E,�y' �>.y:`,,,-'.
/ � N � �� ` � 08, � � \♦ ASSESSOR'S MAP 32, PARCEL 66 ^ o��n� �
/ .
` � �, �.fi, � `i \ SITE BENCHMARK: 3. PROJECT BENCHMARK: AS SHOWN ON THIS U1N
o ' �� �� 1 CONCRETE BOUND W DRILL HOLE C O N S U L T T
y ' �,,\ � ` ELEV.=14.15 FEET. NAVD88 4. ZONING INFORMATION:
f , G �
/ t� �% 7 � '. � 1%" ZONING DISTRICTS: B2
r+� �` � i � OVERLAY DISTPICTS: HOTEL/MOhl OVERfAY, D�SfRICT 1(HMOD1),
�j �y � � CB/l7 VILLAGE CENTER OVERLAY DISiRICi (VC 1) -
_ �3 00
C�` � � FND ��, : CURRENT MINIM'JM ZONfNG REQUIREMENTS:
r�� 7�q / I BULK r-- TP #� �� � 82 ZONE - _
r � BUILDING HEIGHT HEAD i � MIN. LOT MEA: 20,000 SF
i c� O AT PEAK=16.4' i t ! �\ MIN. L07 FRONfAGE 125 fEEf
� S � + �� MIN. L07 WIDTH: 125 FEEf
�z�. CONSULTANT
l�7• 7 li \ , i �/ +t \ MIN. DENYARD SET&ICK•K� 25 FEEf�
' __ - _r--- , Ep\ � � I� � �
' Y __ -- r l � � WAY PER PIAN � MIN. RFAR YARO SEf&ICK: 20 FEEf
I � BUILDING HEIGHT � 3 �� "J BOOK 100, PAGE 25 � MAXIMUM BUILDING HEIGHL• 35 FEEf OR 3$TORIES UP TO 50 Ff FROM LOT LINES
O Ek�SnN AT PEAK=16.4' r r t �� MN(IMUM BUIIDING COYERAGE 25%
_--- - � � y �8��� pNp s�pOrN� ' ry/ r / � � MAXIMUM IMPERVIOUS COVERAGE: 70%
. / . . . . , ip { / . . .
--- 'y��r � uµJl J J 79�6 � y �TP #3 Nc HAS BEE S�EFT � �� + � 5. A TifI.E SFARGI HAS NOT BEEN PERFORMED FOR TNIS SfiE TNERE MAY
/ � iHRESHOLD N RAIfD) TP #2 t � � OBO ANKROUND BE RIGHTS BY OTHERS, EASEMEN� TAKINGS, MORTGAGES, RIGHf OF WAYS
.'`�l~ {-� � -��•�� ETC. N07 DEP!�TEU. IF DETERMINED TO BE ECESSARY, A i1TLE SEARCH
,'' �6. U7 -� i BRICK �,- SWILL BE PERrppMED BY OTHERS AND SUPPLIED TO B.4XIER NYE
,� BUILDING �� I ENGINEERING ,_ SURVEI7NG. P R E P A R E D F O R:
3 / � FACADE , � I BRICK CHiMNEY 6. THE PROPERiY LINE INFORMATION SHOWN IS BkSED ON CURRENf AVNLABLE
j � REMAINS RECORD INFORMAiION CONSISiING OF PLANS �AND DEEDS. THE IXISTING FEATURES GCGat ISIaI�d PlaZii LLC
`'� � � SHOWN HEREON WERE OB7NNED FROM AN OH THE GROUND FlELD SURVEY G'�'ja a Rosenber , TR
� I �� y �C C '` � PERFORMED BY BAXIER NYE ENGINEERING & SURVEI1NG ON FEBRUARY 4, 2019. Y g
� ' 1�-,' c�3F 3 " ; ,-` � � ° �NCRE� SIOE{y � �'��. �� % � 84 State Street
�`�� ,i o A�K�� � � `� ��+ lJ� 2% 7. COMMUNf1Y PANEL NUMBER: 250015 0588 . 7HE fL00D INSURANCE RATE
�� / �% � y �'- % � � ; i � ELECTRIC ME7ER5 MAP DEFlNES THIS AftEA AS ZONE %(UNSHAOED). BOStOII, MA 02109
\�� 7 O� I i OS I _�� � 7 6.>' ' l �( I 8. ABUffER INFORA�ATION DEPICIED IS DERNED OIU TOWN OF YARMOUTH ASSESORS
� � + GIS DA7AH0.SE.
uP ��H � S' � �: ��c �� \,
� �� i O y' 9. ENVIRONMENiA11NFORMATION:
37/109 ����Nl�✓`� � S BLOCK RETAINING WALL
\ W ��� N : o p i PER MASS GIS OIJVER AS OF MARCH 8, 2019:
� � � �� y I � SIiE DOES NOT APPEAR i0 BE WIiHIN AN A.C.EC. AREA OF CRITICAL ENNRONMENTAL CONCERN P R O J E C T T I T L E
` bV ` � � �ylN` � � � BITUMINOUS I � I � ��
PARKING AREA o i
�qi�` ��� � Oy� \� �i„� � / • SI7E DOES N07 APPEAR 70 BE WIiFIIN AN AREA OF ESiIMAiED NABITA7 OF RARE WiLDLIFE AS
\\� w\` � Oy�E S1D� Z 3 "� 2 � 1 N�F ` 1HE MA WEILAA' S PROTECIIQ'JPAC7 REUU�f10 SA 3[10HCMR 10.OF RARE VNLDLIFE" fOR USE WITH Proposed Redevelopment
\ w �� � pN f�yq�k � 0 I C}� RU7H ANNE BAKER & KIM A. MEINERTH � �
y, � W�C� w\ OH \ MAP 32, LOT 68 I 606-61 Q Main Street
FLUSH DOC #1258132 • SIiE DOES N07 APPEAR TO BE VNhIfN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER
NHESP 'PRIORITY HA817ATS OF RARE SPECIES' FOR SPEqES UNDER THE MASSACHUSETTS
��\\\ ` W�� �` � N�S2 �.,w S DEWALK � I� � ' E N D A N G E R E D S P E q E S A C T, R E G U L A i I O N S ( 3 2 1 C M R 1 0). W e$ t Y a r m O u t h, M A
\ "LEFT LANE TURiJ LEFT"-� ` w � � �yW�3•14' ; I
�� UP/LP %v `\ �Hf� O
• SIiE DOES N07 APPEAR TO CON7AIN A CERTIFlED VERNAL POOL AS MAPPED ON MASS GIS OLIYER '
`� �37/110 �,y . � �_ ._ _ , ... _.._ , _ . --- - r WAY PER PLAN PER NHESP `CERiIFlED VERNAL POOLS.� �
� \\ O/�� ,-- -� BOOK 100, PAGE 25 ��(p
�� by � pN ` � ► � • SITE DOES N�T APPEAR TO BE YAIHIN A WETIAND RESOURCE AREA AS MAPPED ON MASS GIS � �y
C' ��.\` � W ` `ON 1'S c \ � A R �� l..J�. c�D SYSiEM. I �� ��
�
W � 0%� � • SIIE DOES NOT APPEAR TO BE WiTHIN A STtTE APPR04EU ZONE II GROUN�WATER RECHARGE
\� G / � \ W \ ��`� p '� � / PROTECiION aREA. �� f/ 1 �
' �. _ APR�N � `v �
� � �� w �� Oy ( 10. UTILITY INFORMATION SHOWN HEREIN:
C \ � ���1� � f \7(�'u wAr�� Oh`j�9�5 q�T � / • THE COFlTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UDLITY COMPANIES TO
�� �� \� � � R MqJ�{N �� py S%� LOCATE THE LOCATION OF ALL EXISiING UTI TIES, Ai LEAS7 72 HOURS PRIOR i0 iHE S7AR7 OF
�` �\ G �� r-�, � w w\� /•//G+� � � CONSTRUCTION. EXISTiNG UNDERGROUND INFRAS7RUCiURE, UTILITIES, CONDUITS AND LINES ARE
� \ � \ G �� �� � � Oyf, �H�(/q �,� SHOWN M AN APPROXIMATE WAY ONLY, MAY N07 BE LIMITED TO THOSE SHOWN HEREIN AND HAVE
�
�e��� �'' / W � \ � Y�U�.� � � BEEN RESEARCNm BASED ON TFIE AVAILABL� UTILITY RECORDS NOIED HEREON. hIE CON1RACi0R
�� • �� �� ��� AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHi BE OCCASIONED BY
� �_ G � 1 x� W� �� 4\ iNE CONTRACTOR'S FAILURE 70 LOCAiE SAID INFRAS7RUCiURE AND Ui1LITIES EXACTLY. IF FlEID 8 JKL 11/11/2019 PER ZBA COMMENTS
�� \�� � - G 8/ f£ Z o W� � pH �P�p CONDITIONS DIFFER FROM PLAN INFORMAiION; iHE CONTRACiOR SHALL NOTIFY THE ENGINEER e JKL 10/1/2ot9 ZBA SUBMITTAL
� �� � ` G G J,i X� W \ w� OH� . IMMEDIATELY fOR POSSIBLE REDESIGN. � JKL 9/6/2079 SI7E PLAN REVIEW SUBMITTAL
SOURCE INFORyATION FROM PLANS HAS B� COMBINED W1TH OBSER�ED EV1DENCE OF UTIUTIES TO
� �_ i olx \ W DEVELOP A NEW OF iHOSE UNDERGROUND U711JTlES. HOWEbER, LACKING EXCAVATION, THE EXACT D A T E D E S C R I P T I O N
� ` G , �W
SITE BENCHMARK: � \ _ ` � LOCADON OF UNDERGROUND FEANRES CANN07 BE ACCURAiELY, COMPLEiELY AND RELIABLY
� 't a N DEPICiED. WHEftE ADDITIONAL OR MORE DE7AILED INFORMAnON IS REQUIRED, iHE CLIENT IS ADVISED S H E E T T I T L E
DRILL HOLE, ELEV.= �� � THAT EJ(CAVAiION MAY BE NECESSARY. . .
16.86 FEET, NAVD88 \� G 1 �M'�'�''N�
�� /�-� _G � J � ■■
�\ ��``cc � G r • NO RECORD 5EP11C SYSiEM INDORMAlION F ND Ai TOWN OF YARMOUTH BOARD OF HEALIH.
� � � G / • WAIER SQiNCES SHOVM ON iHIS PLAN COMPILED FROM TIE CARDS PROVIDED BY YARMOUIH Conditions �lan
� � i �"�GAS MArN WAtER DEPARiMENT.
� ` ` - _
\ - G • WA1FR MAINS SHOWN COMPfLED FROA� 90% PROGRESS PLAN ENDILED TOWN OF YARMOUTN S H E E T N O
�� �' ��` �- G _ SEti54iAGE 14Y�RKS IMPR04f1NENi5 PHASE 1, BY CAMP DRESSER AND MCKEE DATE JULY 2011.
�
\ �� y a �� - GAS SERWCES AND MAINS SHOWN COMPILED SHOWN FROM 90% PROGRESS PLAN ENTITLED 70WN � e
�� OF YARMWTH SEWERAGE WORKS IINPROVEME�TS PHASE 1, 8Y CAMP DRESSER AND MCKEE DATE
\��\ �' JULY 2011. D A T E: AUGUST 27> 2019
��\ • EI.ECiRIC LINES SHOWN ON iHIS PLAN FROM FlELD SURYEY BY BAXTER NYE ENGINEERING. 10 0 10 20
` � (1g7s SCALE IN FEET
�ALT Rr._ scn�e:1"=1a'
� � � � . � . I � � �. � _ � . � . � DRAWN BY: JKL CHECKED BY: MWE
. . . . i . . . . . . . . � _ � J O B N O : 2019-004 F I L E : 2019-004 EC.dwa
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I p�G°���' l p l
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�p9�JQ-�e / /
O� 66e . � � � � . �
/ /�,�� / / iHREE "RESIDENT PARKING ONLY" SIGNS
/ / � � NOTE: THREE (3) OFF-SITE PARKING /
f / 2p0' SPACES ON CONTIGUOUS LOT W
� / ?4 p� � ACCORDANCE WITH ZONING BYLAW
a/ � SECT10N 301.4.2 AND ASSOCIATED �
GRAVEL WALKWAY. PARKING SPACES �
/ AND WALKWAY SUBJECT TO
� �� � RECONFIGURED LAYOUT UPON
REDEVELOPMENT OF MAP 32, LOT 65
// � SITE, BUT WILL REMAM COMPLIANT
WITH SECTION 301.4.2 /
/ �EXISTING / ` ` ' �, , :.,
/ ASPHALT / � .� i
I DRIVEWAY : . /
� / / } 33'
/ / / /
/ ` /
/ �2 ` \ � N� , �
/� � GREAT ISLAND PLAZA, LLC �
/ � o �\ MAP 32, LOT 65 /
DEED BK 32211, PAGE 294
/ �� � '
= /
/ � � N/F
�2 / ± / RUTH ANN �B PKER .& �KTMs? MEINERiH
DEED BOOK 28483 PAGE 25
/ i� � ';,
� � ��
` PROPOSED 5' WIDE GRAVEL WALKWAY
,
II //� ��,r � EXISi1NG DUMPSTER ON CONCRETE
/ I � �j f//���� / PAD WITH 6' HIGH STOCKADE FENCE
/ I / ��j�f�j`� j AND GATE PER DETAIL �442
`� I � / ����/��� j/`�� > , /FND�H LOT AREA
/ I / //� 7,987 SFt
/ � / ; BRANDYNANE RED 0.18 ACf�
/ � � ' i , a MAPLE TREE
fklS /
I - ,/// i�'ES �A � S�RUC�RE I .
l / YARMO �T P�ST OF�� f � o �B �� ' �
) / � �
/ � / �� � •
/ � EN
� 2
/ ��� ,
�
/ N
\`
\ ��F k ��k
PROPOSED SECOND FLOOR �\;0,
LANDING WITH STEPS TO GRADE �
(REFER TO ARCHITECTURAL PLANS)
�_
�3•4p„ PROPOSED 4' HIGH CEDAR
E rTAPERED AT EACH END
�` \
�
_ ,
�- Pq��'OS
/ � 2.Ogx�� EDE w�� Oq
Ug ST
/ AREA, STTrnORAGE - HC* q Q Jr S+F FC B�R ��� Y
/ 1.. ..._.
. � . � � . . fly �
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� f-� � fN
, �
. 'a�� ' ��`Gt. . �d. �� ..,� . 7
PROPOSED CONCRETE ' • � \ ' � � n � . 5 a
SIDEWALK PER DETAIL �42 g 0 ���D
f,r--'' ��� `� . 1.. .
�
(1) SWEET FERN SHRUB °� �� � ; ���,�
e� `
N
(2) CIMINE DWARF \ v PN ?� ---"'�
HYDRANGEA SHRUBS
BRANDYNINE RED ) #'
MAPLE TREE / �
MONOLITHIC CONCRETE
/ _ SIDEWALK PER DETAIL �427 �
\�\ / "
� \_\�
UP#�
37/109
�
ZONING TABLE � � ��� �� �
3;itiC�iliti�l:�;I�IivCi t`�. �E.:7�'�1;'�;Y`T?vC�
PROPOSED USE: R TAIL/OFFICE, SINGLE FAMILY DWELUNG
PROP tst FL R- 2,065 SF BAXTER NYE
PROP 2nd FL R= 1,867 SF
TOTAL FLOOR ARE = 3.93z SF ENGINEERING &
PROPOSED BUILDIN FOOTPRINT = 2,os5 SF SURVEYING
WED El(IS71NG PROPOSED
�,sa� F�F �,sa� sF•w Registered Professional Engineers
ios.� � �os.� FT«* and Land Surveyors
��.,,�., ..��..,...�. ,... . ��. 31.6 F 36.7 FT
SIDE SETBACK - WEST SIDE 25 FEET _ 18J F* �a.� Fr•� _ 78 North Street - 3rd Floor
SIDE SETBACK - EAST SIDE 25 FEET 6.7 FT' 7.2 FT'»
REAR SETBACK 20 FEET 3.2 FT+ 3.2 FT DECK ■r Hyannis, Massachusetts 026��
PARKING SE1BACKS
FRONT SETHACK 20 FT o Fr* o Fr* Phone -(508) 771-7502
SIDE SETBACK 10 FT 4.2 FT► 0.2 FTt*
REAR SETBACK 10 FT 49.2 F 34.1 FT Fax - (508) 771-7622
MAX. BLDG. HEIGHT (STORIES) 3 STORIES OR 35 FT 16.4 FE T 20.0 FEET www.baxter-nye.com '
MAX. BUILDING COVERAGE (SiRUCTURES): 25% 28.1%
MAX. IMPERNOUS COVERAGE: 70% 71.3%
STREET TREES - FRONT YARD 103'x1 TREE PER 30'=4.3 0'fRl
'ARKINC TABLE
1 SF OWEWNG= 2 PS/UNIT x 1 UNIT = 2 2 SPACES
BUSINESS: 1032 SF/1a0 SF/OCC=10.3 OCC
10.3 OCC x 1 PS/2 OCC=5.2 5 5.2 SPACES
MERCANT1lE:1033 SF/60 SF/OCC=17.2 OCC
17.2 OCC x 1 PS/7 OCC=2.5 SP 2.5 SPACES
ZONING DISTRICT(S): B2
' OVERLAY DISTRICTS: VCt, HMODt
ALLOWEO USE: BUSINESS USES. MERCANTILE USES
SINGLE FAMILY DWEWNG
EXIST USE: RETAIL
El(IST TOTAL BUILDING AREA=2,269 SF
EXIST BLDG FOOlPRINT a 2,243 SF
(EXISTiNG BUILDING HAS BEEN
REMOVED DUE TO SAFETY CONCERNS)
TOTAL PARCEL AREA: 7.987 SF (0.183 ACRE)
l
I
' �
� N
n
v • 3
25.99 2.0
75.29 6,0
2 TREES�*
TOTAL PARKING 9.7 SPACES 7 SPACE *" 10 SPACES
(7 SPACES ON-SITE, 3
SPACES ADJACENT SITE)
ACCESSIBLE PARKING (TOTAL/VAN)� 1/1* SPACES 0/0« SP CES t/1" SPACES
PARKING STALL SIZE 60' ANGLED PRKG 17'x10' ANGLED AT 60' - 17'x10' ANGLED AT 60' a,� S• T, AM P
�„" "zri ov,u�' :
DESIGN VEHICLE PASSENGER r `S�Fi�" `5'�.f + .
•ACCESSIBLE PARKING SPACES ARE INCLUDm AS PART OF iHE TOTAL PARKING REWIRED/ ROVIDED COUNT. �o� MATiHELV ��';
�� PRE-EXISIING NON-CONFORMING � EDUY � +�
U N
CML
SIGN SUMMARY
U.T.C.D. SPECIFICATION
NUMBER yy�p�}{ HEIGHT T�XT QUANTITY
R5-1 30" 30' � � ` '" p
HC� 1Y 18" � 1
�
SEE LOCAL
� REQUIREAIENTS
vaw 1
- 12" 18' ESIOEN 3
PARKING
ONLY
PROPOSED ARBORNTAE
�SCREENING SHRUBS
�
�
\
�
, \ \
WAY PER PLAN �
BOOK 100, PAGE 25
„ tJo. 43183� �
TF � o-
w'
. . . C1S7EF� ���..
�°c c/-.
�� �nwei a
SIGN NOTES:
SIGN INSTALLER SH LL COORDINAIE SPECIFIC SIGN C O N S U L A N T
INFORMAl10N AND ORDING REQUIREMENTS 1NTH LOCAL
AGENCIES AS NECE SARY.
ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL
HIGHWAY ADMINIS ATION "MANUAL ON UNIFORM 7RAFFIC
CONlROL DEVICES' (MUTCD), LATEST EDITION, ALL
APPLICABLE CODES AND LOCAL REQUIREMENTS. LOCAL
REQUIREMENTS, WFi N THEY EXIST, SHALL SUPERCEDE
MUTCD. -
• ADD "VAN ACCE SIBLE" WHERE ASTERISKED
CONSULTANT
STAMP
PREPARED FOR:
Great Island Piaza LLC
Chaya Rosenberg, TR
84 State Street
" > • .N � Boston, MA 02109
� :� � I DEMOLITION NOTES�
V- �
v� J 1. DfISTING BUIL�ING AT SITE HAS BEEN REMOVED.
° � £N / 2 EXISTIN� CESSPOOL AND SEWER SERVICE HAS BEEN REMOVED.
� PROPOSED BUILDING
I PROJECT TITLE
Q, ROOF OVERHANG 3. EXISTING UTILITI' SERVICES TO BUILDING HAVE BEEN REMOVED.
J' PROPOSED BUILDING COLUMN, TYP.
� � � � 4 (REFER TO ARCHITECTURAL PLANS)
�� NOTES� Proposed Redevelopment
�� (2) CIMINE DWARF �, ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORD NCE WITH MHDSS, TOWN ORDINANCES,
'�y�' ., `/ HYDRANGEA SHRUBS REQUIREMENTS, AND SPECIFlCAiIONS. 606-6 � O MaII� Street
`� ` I � 2. THE CONTRACTOR SHALL MAKE SUBMITTALS TO hIE NGINEER FOR APPROVAL BEFORE ANY West Yarmouth, MA
� � FABRICA710N OR DELIVERY OF PRODUCTS OR MAIERIALS.
/ o � BRANDYWINE RED � 3. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACC SSIBLE. ALL PROPOSED RUNNING
7 MAPLE TREE SLOPES ON WAUCWAYS SHALL BE LESS THAN 5� AND ALL CROSS SLOPES < 2Y. THESE ARE
�� �•� _ l � BITUMINOUS CONCRETE / �• MAXIMUM SLOPES WfTH NO TOLERANCE. ALL WORK WILLI BE IN ACCORDANCE WITH THE MOST
I / CURRENT REOUIREMENTS OF THE U S ACCESS BOARD AIUERICANS WITH DISABILITIES A
PROPOSED REMOVABLE-
SPEED BUMP, WITH 12"
OPENINGS AT CURBS '
PROPOSED LANDSCAPED ISLAND WITr�
EVERGREEN SHRUBS PLANTED AT 5'
ON CENTER
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PARKING PER DETAIL #418 CT &
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COMMONWEALTH OF MASSACHUSETTS, ARCHRECTURAL ACdESS BOARD.
� 4. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND
CONCRETE WHEELSTOP, TYP, � I � APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAV�, SALVAGE OR RESET. SALVAGE EXISTING
tPAINTED ONE WAY ARROW, PER DETAIL �443 �2� Sy,IEET PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY SOUND, SHOWS NO SIGN OF
TYP. PER DETAIL �/721 iy FERN SHRUBS ' N� CRACKING, AND MEETS PROPOSED GRADES SHOWN ON GW�DIN6 PLAN.
�' RUTH ANNE BAKER k KIM A. MEINERTH 5 EXISTING PAVIN6 EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED
CAPE COD BERM MAP 32. LOT 68 INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJqCENT TO ASPHALT WHICH IS TO REMAIN. �
/�/� �� PER DETAIL �411 DOC �1258132 BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SU88ASE REPLACED WITN SURABLE �
\ 5 2j �4p,� COMPACTED MATERIAL PER PAVEMENT SECTION DEfAI� HE EIN. ANY SAWCUT IJNES SHOWN ON
� �O W � THE PLANS ARE APPROXIMATE ONIY. THE EXACT EDGE F SAWCUT SHALL BE DETERMINED BY
3 7a� THE CONTRACTOR IN THE FlELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED
ASPHALT SHALL BE PROPERLY BUTfED AND BIENDED TO SURROUNDING ASPHALT WHICH IS TO
WAY PER PLAN REMPJN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE WITH e JKL 11/11/2019 PER ZBA COMA4ENiS
��' BOOK 100, PAGE 25 AN APPROXIMATE 1.59. GRADE UNLESS OTHERWISE IDENTI ED. 1HE JOINT SHALL NOT BE ABRUPT.
R5-1 ' e JKL 10/1/2019 ZBA SUBMI7iAL
1 WHE EEAPPLICABL OWN ARE TO OUTSIDE FACE OF FOUND TION OR TO THE FACE OF CURB/BERM Q �KL 9/6/2019 SITE PLAN REVIEW SUBMIT7AL
�` � ` 7. THE CONIRACTOR SHALL NOTIFY AND COORDINATE A ITE MEEl1NG WITH hIE ENGINEER PRIOR D A T E D E S C R I P T I 0 N
�
`` /� � TO PLACING FINAL PAVING COURSE. LAYOUT AND FINAL REQUIRED DIMENSIONS ARE TO BE S H E E T T I T L E
� I RENEWED AT lHIS MEETING PRIOR TO PAVING OPERATIO REQUIREMENTS SHALL BE PER
'� � � MASS�OT STANDARD SPECIFlCATIONS.
SAWCUT LINE, iYP. ���0.■� �1N/�
��A l ��9jS �� S. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLO MUTCD STANDARDS. TYPICAL LINE w c���o..a
� �� RAISED, CURBED CONCRETE " ACT, S�.\ WIOTH FOR LANE AND PARKING STALL STRIPING SHALL 8� 4 INCHES UNLESS OTHERWISE NOTED. � �
���� �� SDEWALK TO REMAIN � A� H�GywqY `� ` g�BU�ILDI GAAND SIT�E SI N GESHAL�MEEfPIREQUIREME SOOF TOWN ZONING AND/OR SIGN �'����'O� �'��
�� PROPOSED 4' WIDE LANDSCAPED/ O(/r � ORDINANCES.
r� � ISLAND WiTH DAYLILLIES j�� S H E E T N O
�� � PLANTED AT 18" ON CENTERx � 74� 10. SfTE LIGHTING - SEE ARCHITECTURAL DRAWINGS BY THERS FOR LIGHTING INFORMATION.
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D A T E: AUGUST 27, 2019
10 0 10 20
SCALE IN FEET
SCALE; 1"=10'
FOR PERMIT ONLY - NOT FOR ONSTRUCTION DRAWN BY: JKL CHECKED BY: MWE
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UTILITY NOTES�
� OPERATION/MAINTENANCE PLAN �• �� TME coN,�ncTOR SHAu. ooNTA�T o�c 5A� �AT ,-88I8-DIG-SAFE) AND UTILITY COMPANIES TO
•� LOCATE ALL EXISTING UTIIJTIES, AT LEAST 72 HDURS PRIOR TO TH START OF CONSTRUCTION. hiE CONTRACTOR
1. THIS OPERATION AND MAINiENANCE PLAN SHALL BE PERFORMED BY 'fHE GENERAL SHALL DETERMINE iHE EXACT LOCATION, BOhi HORIZONTALLY AND�VERTICALLY, OF ALL EXISTING U�1L1TIE5 BEFORE
CONTRACTOR DURING CONSTRUCiION OPERA�ONS AND BY THE OWNER ONCE THE TME START OF ANY WORK. THE LOCATION OF EXISi1NG UNDERGROUND SYSTEMS, INFRASTRUCTURE, U111JilES,
� � , � � � � � �� � � � FAGILITIES ARE COMPLTED AND PUT INTO OPERATION: CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, �IAY NOT BE LIMITED TO THOSE SHOWN HEREIN
. . . . AND HAVE NOT BEEN INDEPENDENTLY VERIFlED BY THE OWNER, hl� ENGINEER, OR ITS REPRESENTATIVE. lHE
- � � � � . � � � � 2. PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE �CONiF2ACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MhiICH MIGHT BE OCCASIONED BY
INFORMED hIAT hIE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER TME CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUbTURE AND UT1L1l1ES EXACiLY. IF ELEVATION
NORMAL CONSTf2UCT10N ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE INFORMATION DIFFERS FROM PLAN INFORMA110N, THE CONiRACTOR SHALL NOTIFY hIE ENGINEER IMMEDIATELY FOR
�. ��, � � �� PROTECTED FROM EROSION OR SILTATION CONDITIONS. POSS�BLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD 'fHE LbCAT10N AND INVERTS OF WA'fER, ELECTRIC,
GAS, TELEPNONE ec DATA/COMM AND RELOCATE IF CONRICTING WITH PROPOSED INVERTS PER THE ENGINEERS
3. INSPECTION AN� MAINiENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR DIRECTION. 'i}iE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSiEMS, INFRASTRUCTURE AND UT1LIl1ES AS
T1MES WITHIN THE FlRST YEAR OF OPERATION. THENCE, INSPEC?IONS AND MAINTENANCE REOUIRED.
SHALL BE CONDUCTED ON A SEMIANNUAL BASIS (2 11ME5 A YR.) AND AFTER ALL LARGE p, �2• MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BE N ALL Ui11JTY CROSSINGS.
STORMS. AN INSPEC110N REPORT SHALL BE MAINTAINED. I
.'. � . . . � 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN. WATER AND SEWER LINES. WFIERE
' 4. ACCUMULATED DEBRIS IN CATCH BASINS AND LEACHING BASINS SHALL BE REMOVED WATER LINES CROSS SEWER LJNES, 1HE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF
B=FORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR 18' BELOW THE WATER LINE. THE SEWER LJNE JOINTS SHALI BE LObATED EQUIDISTANT AND AS FAR AWAY FROM
DAMAGED GAS TRAPS/HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO 7HE WATER L1NE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVEI HORIZONTAL AND/OR VERTiCAL SEPARATION AS
' - - ENSURE ADEQUATE FUNCTION. STIPUTATED ABOVE. BOTH THE WATER UNE AND SEWER LINE AT iHE CROSSING LOCATION SHALL BE CONSTRUCTED
� � � � . . � � � � : � � � � . � . � � � � OF MECHANICAL JOINT CEMENT-LINED �UCTILE IRON PIPE FOR ONE IFULL 20' PIPE LENGTH OR ANOTHER � �
. � � � ��� � - � . . �� � . . .-. . . � _ . . . .. . .: . . 5. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCE55 MANHOLES, CATCH BASINS ._: , EqUIVALENT THAT IS WATERIIGHT AND STRUCTURALLY SOUND. THE JOINTS .FOR BOTH PIPES SHALL BE LOCATED
�� �� � � . � � AND LEACHING BASINS, PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM � AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE iESTED TO 150 PSI TO
DRAINAGE SYSTEM. THE GENERAL CONDITION OF hIESE STRUCiURES SHOULD BE ENSURE THAT THEY ARE WATERTIGHT.
REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. 'THE CONDITION OF ALL
OUiLETS SHALL BE NOTED AND A DESCRIPTION OF 'fHE DRAINAGE S'fRUCTURES SHALL 4. COMMERCIAL SEWER BUILDING CONNECiIONS SHALL BE 6' MIN. CHEDULE 40 PVC, U.O.N., AT A MINIMUM SLOPE
' ' B= INCLUDED IN iHE REPORT. DELETERIOUS MAiERIALS SHALL BE REMOVED FROM THESE OF 1.2R U.O.N. FROM MAINLINE TO BUILDING. RESIDENTIAL SEWER BUILDING CONNECTIONS SHALL BE 4" MIN.
SiRUCNRES AND iHE DRAINAGE CHANNELS IN ORDER FOR 7HE SYSTEM TO FUNCTION SCHEDULE 40 PVC, U.O.N., AT A MIN. SLOPE OF 2.2x U.O.N. INSTALL A CLEANOUT ON EACH SERVICE LINE AT
PROPERLY. DISTANCE OF 70't(U.O.N.) OFF iHE FOUNDA�ION, AT A CHANGE OFI HORIZONTAL DIRECTION GREATER THAN 45' OR
� . � � . - � � � WERE MORE 1HAN ONE CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45' OCCURS WIhiIN 40 FEET.
6. ALL SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE REPAIRED CLEANOUTS SHOULD BE LOCATED AT INTERVALS OF NOT MORE THAN 10D FEET. ALL PIPING FOR COMMERCIAL
� � � - � � � � � � � � . �� � � . IMNE�IATELY. � BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET OF BUILDING. . � :
7. ACCUMULATED SEDIMENT SHALL BE REIAOVE� FROM 'fHE LEACHING BASINS BEFORE IT 5. THE ON-SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS BEEN DESIGNED, AND SHALL BE
�. � � � � � � �� � � � � EXCEEDS 1' IN DEPhI, OR AT LEAST ONCE EVERY 5 YEARS. SLOPES SHALL BE CONSTRUCiED, IN ACCORDANCE WITH 310 CMR 15.00-STA'TE ENVIRONMENTAL CODE i1TLE V AND DEP i11LE V
MAINTAINED WITH A GRASS STAND OF AT LEAST 3". GRASS SHALL BE MOWED AT PRESSURE DISTRIBUiION GUIDELJNES.
LEAST iWICE A YEAR. . 6. ALL WAlERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS
B. THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: OF iHE YARMOUTH WAiER DEPOARTMENT AS AMENDED TO PRESEN�. DIVISION HAS AUTHORITY TO AMEND PLANS.
• DATE OF INSPECiION IF ANY CONFLICTS WITH 7HE CONiRACT DOCUMENT OCCUR 'THE HIGHER STANDARD SHALL APPLY. THE NRITTEN
* GENERAL CONDITION OF 7HE ENTIRE SYSTEM SPECIFlCAiIONS OF THE YARMOUTH WATER DEPT. ARE HEREBY INCLUDED BY REFERENCE AND ATTACHED AS AS
* CORRECTIVE MAINlENANCE AC110NS TAKEN TO ENSURE ADEQUAIE FUNC110N AND SEPARA7E DOCUMENT.
WFiEN PERFORMED SS 4' 0 COVER IS PROVIDED INSULATE WA1ER
7. TYPICAL COVER OVER WAiER LJNE SHALL BE 5. IF LE THAN F
�IF * A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE PLANNING UNE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL �
GREAT ISLAN� PLAZA, LLC BOARD UPON REQUEST.
�� �MAP 32, LOT 85 . � �� � �. 8. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EqUIPMENT AND MATERIALS
OEED SK 32214, PAGE 294 9. MAINTENANCE OF THE STORMWAIER MANAGEMENT FACILITY SHALL BE IN ACCORDANCE FOR WSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PER ORMED BY THE CONTRACTOR. UT1L1l1ES SHALL
. � � � . .� �� .� � . � � � � WIiH THE EXECUTED INSPECTION AND MAINTENANCE AGREEMENT FOR PRIVATE . BE INSTALLED NAiH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHEf�WISE DIRECTED BY THE CONTROLLING UTILITY
� �. ROOF LEACHING BASIN . � . - � � � � STORMWATER MANAGEMENT FACILITIES AND SHALL BE iHE RESPONSIBILITY OF 'fHE � COMPANY. CONTRACTOR SHALL COORDINAiE ALL FINAL LAYOUTS AND DETAILS Wlhi APPLICABLE UTiLITY COMPANY. �
OWNER AND hIE ASSIGNEES.
� . (FOR HALF BUILDING ROOF) .� � . � � � N/F � � . �. . � 10. iHE CON7RACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND THE PLANNING � 9. pOWER AND COMMUNICA�ION DUCT BANKS SHALL BE INSTALLED IIN ACCORDANCE WITH DETAIL �C-832. WIIERE
� (1) 6' DIA x 4' DEEP BASIN � . �. RUTH ANN� BAKER & KIM A MEINERiIi �� � BOARD ENGINEER AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCiION. A DESIGN BY THE UTILJTY COMPANY OR MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE /jC-832.
WITHIN 6'W x 8'L STONE FIELD F�AP 32, LOT B7
BASIN RIM=16.4t CEED 80�JK 2g�H3 PAGE 25 10. ALL COMMERCIAL LIGHTING SHALL DIRECT AlL LIGHT SO AS TO KEEP ALL LIGHTiNG WITHIN SUBJECT LOT. ALL
6" INV IN=13J0 COMMERCIAL LIGHIING SHALL HAVE THE FIXTURE HEIGHT SET AT 2I' MAXIMUM HEIGHT ABOVE GRADE. LIGHTING
TOP OF BASIN=14.70 DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 "EXTERIOR LIGHTING DESIGN".
BOTTOM OF BASIN=9.70 A I
BOTTOM OF STONE=9.20 �6. 6y- 11. ALL UnLJTY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE
. (ADJ. HIGH GROUNDWATER=6.20), � � . � � � . � � SAWCUT. BACK FlLLING OF TRENCH SHALL INCLUDE 12" IN DEPTH �FLOWABLE FILL TO hIE BASE COURSE OF hIE
REFER TO DETAIL � 140 � � . � � � .. SURFACE TREATMENT. THE SURFACE TREATMENT SHALL 'THEN BE EPLACED IN KIN�. IF THE BITUMINOUS
CONCRETE SURFACE IS MAhIIN THE ROADWAY lHE BITUMINOUS CONCRETE TOP COURSE SHALL BE FlNISHED WITH
INFRARED TREA7MENT TO BLEND EXISTING AND NEWLY PAVED SURFACES, IF REQUIRED BY hIE MUNICIPALITY.
`/ � � � . � � � 1 4. tJ4 � � . . � � � � � - 12 SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BAICKFILLING FOR ALL UT1LIl1ES AND �
� PROPOSED GAS SERVICE TO "'I" U � . MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. �
� 11E INTO EXISTING SERVICE
� � % / f, �D H �'AE[2 GAS CO REQUIREMENTS LOT AREA � � � \ � N� � 13.� ALL WORK WITHIN lHESE PLANS SHALL BE PERFORMED AND PRIOVIDED BY THE CONTRACTOR IN ACCORDANCE
� � 7 � 7,987 SFf � � �� . WITH THE CONSTRUCT10N DETA�LS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS
\� 6' \ti 0.18 ACt � � SPECIFlCALLY REFERENCED.
G I
�"���. � \2pNe�,��Q _ _ 14. ALL COVERS, CURB BOXES, GRATES, AND FINISH SURFACES SHALL BE RESET TO THE NEW FlNISH GRADE. _
k. q I
6 2�Sn�G STRU �� � � � .� 6 �-- �, ` �. � � � � �O,y�.,{"S'yAj��.. � -}� �� f 4 �.� . �. 15. iHE FlRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WA1ER PIPING SHALL FOLLOW
(� MAty S �7(/��� � ,� � d� ' l � . hiE PLUMBING CODE. THIS INCLUDES THE FlRST 10 FT OF STaRM IDRAIN AND SEWER PIPE TO BE CAST IRON
S� YqRMa��fT �. � ���, � \w� } � L� . � � MATER�AL REFER TO PLUMBING PLANS BY OTHERS AS APPLICABL�.
pFF O + '�Y�„_ \ � 16. VhIERE UTILJTIES CALLED OUT TO BE ABANDONED IN PLACE ORI REMOVED AS NEEDED, CONTRACTOR SHALL OWN
�
� � � pQS? tC�} �� 15.B7 � 1`t I�,, . S��.��L�4 � � ..` � 1 � � REMOVING PIPE AND APPURTENANCES AS NEEDED W11ERE hiEY CONPLICT WITH PROPOSED WORK. .
{v / ' �
� � � ���, ", '�, � °� --' `. � ` GRADING AND DRAINAGE NOTES�
PROPOSED UNDERGROUND � fN �� ` � SITE BENCHMARK:
� . TELEPHONE SERVICE (EXISPNG Q-y ���-� � � . � . 7� ��` ���� � � ��� CONCRETE BOUND W DRILL HOLE . 1. THE PROPOSED FlRST FLOOR ELEVATION=16.87. THE PROJECT ELEVATIONS ARE &4SED ON NAVD VERTICAL DATUM.
OVERHEAD TELEPHONE LINE TO r ` �� ELEV.=14.15 FEET, NAVD88
�,// ,, BE REMOVED) � I O �� � � I � .� .`� � � 2 DEBRIS, STUMPS, D(CESS, AND UNSUITABLE MATERIALS FROM TH� CLEARING & DEMOLITION OPERATIONS SHALL BE
VREMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE COPITR4CTOR
4• s��ao�
Wlhl ANIMAL
+ 16 LF 6" ROOFDRAIN AT $�' I
�- . / � �. 16 �p 1% MIN. INV OUT=13.85 � � � s�,\ . `� + � � 3. DISiURBED AREAS SHALL BE PROTECTED AT ALL T1MES TO CON�ROL SEDIMENT TRANSPORT BEYOND WORK LIMIT.
�Ir �' 702 � � ' ��CB/D 4 DISlURBED AREAS SHALL BE TREATED NATH WATER DURING EXC�\VAT10N, OR APP�D EQUAL, TO CONTROL THE DUST.
�1G75 / fN �`j QQ
� � � � (�nj �:'. 15.37 FND �� 5. 7HE SITE SUBCONTRACTOR SHALL PRONDE ALL EXCAVATION, BACKFILL AND COMPACTION NECESSARY TO ACHIEVE
VENT 173 � � . � j ( y � TF �1 + �� THE FlNISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING SiRUCTURES, PAVING, STORMWATER
� �` T� #4 p �� � MANAGEMENT AND ALL UTILITIES QNTERIOR AND EXTERIOR). S�TE CONTRACTOR TO REFER TO SITE ELECTRICAL, MEP
tfEN 72r % � 2 1 L F 6" R O O F D R A I N A T � ��p�8Ep � , 4 6 L F 6" R O O F D R A I N A T g. i A N D L A N D S C A P E P L A N S F O R A D D I i I O N A L I N F O R M A T I O N A N D DETAI L I .
�� R 66� fs1 1% MIN. INV OUT=13.91 S��E�B��T�Y � 1� MIN. INV OUT=13.16 ) 15 � r 1
q , Ev o � � I IXISTING PAVING EDGES SHALL BE SAW CUT TO CRFATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING,
/�j, �� ,� ' `�d�° 16.85 �. . 8� �. � � � � � � i � � - OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS ITO REMAIN. BROKEN OR UNSTABLE PAVEMENT
&
%6. A
�
MAINTAIN G2A7 IN--- i
ALL DIRECTIONS
WITHIN SHADED AREA
10.83' x 40' H20 -
�� LEACHING CHAMBER
s'`-
LIMIT OF 5 OVERDIG
DOWN TO C1 SOIL LAYER
7. 04
�' °� � rr�
37/109 ;�,� ��4'�M1�
`� �` �-�.� H �u`--�
�`1� _ �
/ 89,�� SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DEfAIL
� ti� fN l� �f WAY PER PLAN � HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE
� �� � ,� �.. . �.. � � �,} i F�• . � � DEfERMINED BY 1HE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED
� ! BOOK 100, PAGE 25
' 16. ` 16.8 � � � � ASPHALT SHALL BE PROPERLY BUTTED AND BLENDE� TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED
�ry . . �}"., . I t TRANSI110N BETWEEN PROPOSED AND IXISTING ASPHALT SHALL BE ACCOMPLJSHED WITH AN APPROXIMATE 1.57 GR4DE
�S ¢g . ' � � � � . � � fN ' � . � I = r�y / + � . � . � UNLESS OTHERWISE IDENTIFlED. THE JOINT SHALL NOT BE ABRUPT. �
� / , � � � 6.87 12 LF 6" CI � � � �
/ �' � " � � � SEWER AT 2% � 1
�� + :"? � 6. ALL DISIURBED AREAS NOT OTHERWISE TREATED SHALL BE STA ILIZED Wlhl 4" LOAM, SEED, & MULCH. hIE
� � �+� ��*�� �3 ��� Q TP #�2 I F� �' i � CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNT1L VEGETAl10N HAS BEEN PERMANENTLY ESTABLISHED. SLOPES
�
, / � �� ��� ��, � c.� � ( IN EXCESS OF 3:1 AND AREAS iHAT SHOW SIGNS OF EROSION FROM CONCEN7RATED FLOWS SHALL BE FURTHER
,`P5 j_ �-- �` �y i, ���` ��� fN t tt��-�.,r � STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN
� /�. .� i �� '' �� 16.87 � I ? � v E7(CELSIOR COMPANY OR EQUAL IT SHALL BE THE RESPONSIBILITY OF hIE CONTRACTOR TO PROVIDE REQUIRED
I � �.� �� � H20 ��� ' � ��' � i � ECB'S AND PROPERLY STABWZE ALL AREAS OF THE SITE.
�,� � ^ 1 .76 to � � � '��,, 16.�s 1
+ J �``` D-BOX oc ��` ; � 7. ANY USE OF WOOD MULCH SHALL BE KEPT A MINIMUM OF 20" �FF ALL BUILDING FACES.
�s.4o 1 � � �' � I I
/ ��� O 3 ��� o @ 1� 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED ANb INS7ALLED FOR H-20 LOADING. SETTING OF
I js � � �� � �` " Q �� , �� ' CATCH BASINS AND MANHOLE STRUCTURES SHALL BE ADJUSTED WITH CONCENTRIC OR OFFSEf TOPS AS NEEDED FOR
coS/ . oc � �` t r + MINOR ADJUSTMENTS TO AVOID CONFlJCTS WI7H UNDERGROUND UTILI'fIES OR OTHER STRUCTURES. THE GR4TE OR
I S 5 � �� � I � O� � - � / �` � �� 4 7 � � MANHOIE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE 0 NOT CONFIJCT WfTH STEPS INSIDE THE
I �- � + � � � � I .J. SWM LEACHING FACILJTY STRUCTURE
Q� S� �" �g , �. .�, � � j (INCLUDES HALF BUILDING ROOF)
I I 3 ` � (8) 6' DIA x 4' DEEP BASINS 9. A 25' MINIMUM SEPARATION SHALL BE MNNTAINED BEfWEEN ALL STORMWATER MANAGEMENT INFILTRATION FACIUTIES
16.6/ foc� �� H2 TWO ' „`� t ;' + AND SANRARY SEWER/SEPTIC DISPOS4L AREAS AND HAZARDOUS STbRAGE TANKS/FACILITIES. 10 FEET MINIMUM
� ` i WITHIN 32'Wx20'L STONE FIELD
16.1 oc � .�,� �� CO PARTMENA � :- . �� . �� � SEPARAiION SHALL BE MNNTNNED BE7WEEN ALL STORMWAlER MANAGEMENT INFlLTRATION FACILITIES AND SANffARY
O � BASIN RIMS-15.2t
(9 � i / / S TIC TANK/ OD � t ' SEWER/SEPTIC LINES, MANHOLES AND TANKS
� 12", 6" INVERTS IN=12.70
/ �\ _ I� 9 / OO ` j �� TOP OF BASIN=13J0 10. CONTRACTOR TO VERIFY IN FlEID, WITH ENGINEER PRESENT, S IIL INFlLTR4T10N R4TE AND GROUNDWATER ELEVATION
� � ` �' � \ ''�- � �Z50� (� � � ' � BOTTOM OF BASIN=8.70 � . .� PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFlLTRATION
/ p { I BOTTOM OF STONE=8.20
I � D � RATE). IF RATE VARIES FROM ASSUMP'fION OR GROUNDWATER IS PRESENT, SYSTEM MAY HAVE TO BE REDESIGNED AS
s� S' 15.65 foc O ! (ADJ. HIGH GROUNDWATER=6.20), � . �. DEfERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS OCCURRING
I � / O , REFER TO DETAIL # 140 IS AT 7HE CONTRACTORS OWN RISK. UNSURABLE MATERWS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS
ON� O/-/(+,,t�� ���aC � � r 520 [ SHALL BE REMOVED FOR 5 F1' AROUND THE LEACHING SYSTEMS/FACILITIES AND REPIACED WfTH SAND BORROW PER
W ``\- QN `�• .Y `� o/ 1� O _> � � NjF MHD M.1.04.0 TYPE B. I
. �- �
1y'`'-" w,^\'\l` �}al��� OD � � � P,UIH ANiaE 6AKER & KIM A. M:EINERTH 1i. CPP - HIGH DENSfiY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE
� Y cn t4�RP 32, LCT S8 SPECS OR EQUAL CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24". BACK
� � 4jt Of-/ "� � W � � o � QOC �t25Bt32 FlWNG CPP MUST FOLLOW MANUFACTURER�S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED (SEE ADS
���._ N7�'�, ^ Op 6 LF 12" CPP 1%� INSTALL SILT SACK ON NEW PRODUCT NOTE 3.115).
,\ � `l t + � �l 4�'•4 , 0�% p � � ' CATCH BASIN. PER DETAIL #628
`� w �H1$t j� J 7 O C81 i � 12. ALL ROOF DONTJSPOUTS SHALL BE TIED INTO ROOF DRAINS. RI FER TO ARCHITECNRAL PLANS FOR ALL
� "LEFT LANE TURN �EFT" "`-�1, "�--�..,,� '�y -L � R-14.82 $ � �� � LOCAiIONS OF DOWNSPOUTS. CONTRACTOR SHALL PROVIDE ilE-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS
�t UP/LP W �f�� .. ' 4,8 - ' TO BE AT LEAST 6� CPP AT 1.00� SLOPE MINIMUM. MINIMUM TYPIICAL COVER SHALL BE 2 FEET, U.O.N.
� _,_ . OUT=1276 lB WAY PER PLAN
� "�` . �''� � J/37/110 ~~�� jh� ^�� � � "- ��� ; :. ... -� --- �� . � BOOK 100, PAGE 25 � � � � 13. ALL PIPE INSTALLA?lONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE MANUFACTURER RECOMMENDATIONS.
�
\2� � �NG� 1 +>5.2�0� �oc f 14. ALL GRADING WORK SHALL BE DONE IN A WORKMANLJKE MANNER ACCOMPLISHED TO CREATE POSITNE DRAINAGE
NEW UNDERGROUN "`��.. `"� � 1. 14, o� 7 AND ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE NOTED OR DEFINED ON THE PLAN, ALL CUT AND
,� ELECTRIC, CABLE, AND DATA G� �1H4 `P 7.J. 8C� FlLL SHALL BE BLENDED TO DAYLIGHT AT IXISTING GRADE WfTH A 3:1 SLOPE.
�� SERVICES PER U1ILITY C0. '�-
�y REQUIREMENTS � � � �N�` I 15. CONTRACTOR SWUl NOTIFY ENGINEER WfTH ANY GR4DE ISSUES OR QUESTIONS BEFORE PERFORMING FINISH
� � ,`" ' O. SILTATION BARRIER AT GRADING WORK.
NEW CTS WATER SERVICE TO �� -r-_. �� 'i'�-�,.�_ LIMIT OF WORK (TYP)
TIE INTO EXISTING SERNCE ,t dF� ( (TOC)/BOTfOM
`�-�.,, U� � ('9 16. iYPICAL CURB REVE4L IS TO BE 6 INCHES FOR VERTICAL FACE) U.O.N. NOTED BY TOP OF CURB
�I�I �� •� � j lp^ �,,-.�, � Oj-��75 AC�, RFEVEAI.S AND CTHEN�PROPERLY TAPER URBEANDEFlNI HDGRADE B CK O�THE 'IYPICAEL 6 IN HPREVFAL REQ TIOCDOR
�p�� PER DETAIL #60 X�~ A�� p�R1�� �� �v 1\~` �H�St,_TATf H�C BOC LABELS ARE NOT SHOWN, ALL SPOT ELEVATIONS ARE BOTfOM IOF CURB WHEN ADJACENT TO A CURB FACE.
�� -�, �''' °N��� NWq y 17. STORMWATER MANAGE�AENT FAqLIT1ES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL 11MES. JUST
� ����� � � �. �f � � / . W ��� a� �'QU � � � PRIOR TO COMPLET10N, THE SITE SUBCON'iRACTOR SHALL PERFORM', A FlNAL INSPECTION AND CLEANING OF THE
� �"'`� ya� �T #6j� STORM WAiER MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE LEACHING BASINS
�jf X�., �h UyE 4� AND iHESE AREAS SHA�L BE SHAPED TO FlNAL CONTOURS AND ELEVATION PER THE PLANS. ALL REPAIRS SHALL BE
�� p (�r � MADE AS NECESSARY TO THE SATISFACiION OF 7HE ENGINEER PRIOR TO PLACING FlNAL TOPSOIL, MULCH,
� Z=a "`�-�.� �yd�..�,,,�� UP/LP �GETATION, SEEDING, ETC.
/ a� W �� _'^- p�,�4� 78. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF TH I CONSlRUCT10N PROCESS SHA�L ENSURE ALL
,� Y �� DEWATERING OCCURS THROUGH A PROPER DEWATERING BASIN (STONE. FlLTER FABRIC AND HAYBALES OR OTHER
"�� G � � � � . � t' � . � � ��w �1T�`"" W ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE SITE.
`\ G If ��� -.,`,`
"-;� � l
�' �-_.,_ � � ,' FOR PERMIT ONLY - NOT1 FOR CONSTRUCTION
,�� .. , �� � � ��... ���.� � � �
�°.�'v��i'`��:,�',�i��'`��l i.�,.'. �.,r`5�.�.1��.!'r�,�����
BAXTER NYE
ENGINEERING &
SURVEYING
Registered Professional Engineers
and Land Surveyors
78 North Street - 3rd Floor
Hyannis, Massachusetts 02601
Phone - (508) 771-7502
Fax - (508) 771-7622
www.baxter-nye.com
STAMP
�i-O` GAAT6HE\'V "rG,
''� NJ. �
'�� EDDY
��
u '
, CML
;, ,_, Atao. 4sis� � ;,
CON`SULTANT
CONSULTANT
PREPARED FOR:
Great Island Plaza LLC
Chaya Rosenberg, TR
84 State Street
Boston, MA 02109
PROJECT TITLE
Proposed Redevelopment
606-610 Main Street
West Yarmouth, MA
e JKL 11/17/2019 PER ZBA COMMENTS
e JKL 10/1/2019 ZBA SUBM17TAL
10 JKL 9/6/2019 SITE PLAN REVIEW SUBMIT7AL
DATE DESCRIPTION
SHEET TITLE
Cpading, Dpainage
�c V'�'1�1�� ���f'i
SHEET NO
�■
D A T E: AUGUST 27, 2019
10 0 10 20
SCALE IN FEET
SCALE:1"=10�
DRAWN BY: JKL CHECKED BY: MWE
J O B N O: 2019-004 F I L E: 201g-004 UT.dwa
v
L
C
0
�
N
O
O
�
M
5
°,
J
FlNISH FLOOR ELEV=16.87
GRADE ELEV=16.24
�. � � 13 LF 6' C.I. AT 2X FROM BUILDING
INV OUT=14.33
�
(4) 8.5'L x 4.83'W
500 GALLON H20
LEACHING CFV�MBER
RAISE 2 COVERS
� TO FlN. GRPDE AS SHOWN WRH .
� � WAiER TIGHT RISERS �
� � � k COVERS �
FlNISHm GRADE OV�J7 TiWK = 16.10
ti
� 4' SCH 40 PVC -' � � 8� 4" PVC AT 2R FROM TANK
• -- :..-'_' ::
i � 4' SCH 40 PVC
� � 6' MM-�-� � �
- INV M = 14.07 : 10 M'N. � . .- . ' . . . . . . .
� pyC � _ ' `�INV OUT=13.87 ..
PVC PIPE. FiYDRAUUC CEME `-� _ � � � � ..
dc SEAL AROUND PIPE �
WATERTIGfiT-TYP. FOR ALL 4-6' HOL6 � � �� � �
PENEfRAT10NS _ � . �
� ��
. � : .. ,.+,r- .. �.r., . _-.:..1. �. . . . �
1�600 GALLON TWO-COMPARTMENT
SEPTIC TANK (H20 LOADING)
� SHOREY Sf1500 OR E�UPL � �
� TO BE MSTNIID ON A LEVEL SUB:f BASE � � �
� SFPIIC TFNK TO BE INSPECTED k CLE�Wm A4NUALLY �
34'
ao'
LEACH9J� 8YSTEM PLAN VIEW
NO SChLE
I
TYPICAL SYSTEM PROFILE
NOTE: ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS.
GARBAGE GRINDERS NOT ALLOWED WITH THIS DESIGN.
� > � � SCH 40 PVC VINi
. . � � � � � WITH ANIMAL SCREEN-
� . SEf COVER AT FlNISH GI+ADE � ��
. RISER AND COVER TO BE WAiERi1GHT � �
�� � . � � SEf iW0 COVERS TO FINISH GW�DE
� - � �'� � .� � RISERS 8 COVERS SHALL BE
wnrErmcFrr
� . � � ENSURE PROPER PIPE
� � � FlNISH GRADE=16.05 � CONNECTION BEfWEEN
.� . ALL CHAMBERS (4'
� . � F�7�fED GIW7E OVER LEACHING CHAMBERS � 16.3 - 15.5 SCH 4D PVCi ..
� � � � FlRST 2' (TO BE LEVEL)�. � . .. . . � WASFim PE0.SfONE UB� 9' (min) Cover . .
ASf 36' (max) CoJer � �
� • - .? 17 LF 4' PVC AT 2% FROM D-BOX � OR FlL7ER FABRIC �
� . � � � 2. � , • 4' SCH 40 PVC . � . � I"4�"I COHCRE7E lE1CH�NC CHAAIBFR � TOP OF CFNMBER5=14.Ot �
_ __ ._ .
,� s• ou_ rvc _
� � IM/ IN=13.71 6' SUMP � . INV 011T=13.54 � . �. . . � 2a ..,• ', o 0 0 � o o :` p .
. • . rrv. N-ta2o � ..'..
6' CRUSHED � ' ' '� ' ' � � � � �� �H �
..
..•... ..,:���..:..::•• :.:�.....,•, .. , .:.�._:.,•...
STONE BASE' -� � � �� � �
.. �..��•- ��• .
. . UNSURABLE SOIIS, BELOW THE PFASTOME ELEV (TOP DOUBLE WASHm STONE 5'�MIN �
� DISTRIBUTION BOX � �� OP S45), SHALL BE REAIOVm TO iHE 'C HORIZON' ELEVa11.20 . �.
� � . - SEE CONSTRUCf10N NOTE �5 HEREON. � � � � �
� DEPTH IN SEPTIC TANK DEPiH OF DUTLEf iEE B0.0W FLOW
4 FEEf 14 INCHES
5 FEEf 19 INCHES
6 FEEf ` � � 24 INCHES
7 FEEf � � 29 INCHES '+
8 FEEf 34 INCHES �
aouusr cov� ro
FlNISH GRADE
RISER AND COVER
TO BE WATERTICM-
SHOREY DB-3 H-20 OR EWAL � ��
TO BE INSfALLm ON A LEVEL SfABLE BASE � . � . HIGH GROUN�WA7ER AOJUSfID TO ElEV-8.2
LEACHINa CHAMBER 1600 OALLONI
,� � SHOREY 500 GALLON H-20 CHMIBER OR EQUAL. .
j'. � . " � � �. � � . .
9� AIIN.-36' A(AX. COVER . -
.
2' PFkSfONE OR .
GEOTDCfII..E FABRIC e-n.•..
EfFECi1VE DEPIH 24' ' i .. � � , • • � . •�r• � . . . . • � .
..,. •` o o '.,!` �y'- ty'
. � . „ , , DOUBLE WASHED 5fONE
LEACHING AREA REQUIREMENTS
NITROGEN LOADING LIMITATION: N/A
GARBAGE GRINDER (NOT INCLUDED) = N/A '
1 APT. UNIT: 3 BEDROOMS x 110 GPD/BD = 330 GPD
OFFICE: 1032 SF x 75 GPD/1000 SF = 77.4 GPD
RE7AIL: 1033 SF x 50 GPD/1000 SF = 51J GPD
TOTAL DESIGN FLOW = 459.1 GPD
PERC RATE _ <5 MIN. / INCH (CLASS 1)
LTAR = OJ4 GPD/SF
MIN. LEACHING AREA OF S.A.S. REQUIRED: '
459 GPD / 0.74 GPD/SF = 620 SF, MIN.
PROPOSED SYSTEM: (4) 8.5'L x 4.83'W LEACHING CHAMBERS; 3' OF STONE ON SIDES AND ENDS OF CHAMBERS
SIDEWALL AREA: (10.83' + 40') x 2' x(2) = 203.3 SF
BOTTOM AREA: (10.83' x 40') = 433.2 SF
T07AL EFFECTIVE LEACHING AREA: 636.5 SF
SYSTEM DESIGN CAPACITY = 636.5 SF x 0.74 GPD/SF = 471 GPD > 459 GPD - OK.
SEPTIC TANK SIZING: FIRST COMPARTMENT - 459 GALLONS PER DAY x 200% = 918 6ALLONS
SECOND COMPARTMENT - 459 GALLONS PER DAY x 100% = 459 GALLONS
TOTAL = 1,377 GALLONS
USE 1.500 GALLON. MINIMUM. TWO-COMPARTMENT SEPTIC 7ANK PER 71TLE 5
�
�
100"
4"(8"-H20)
--� 20" DIAG- �_
- - - - - - - - - - - - - - -
� . r �� � � � � � � � �
3" � � � � � � � i'7
� � � � � � � N M
_� � _� � �_�_�_.
to2 �-
500 GALION PRECAST CHAMBERS
(CHAMBER WIDTFie4'-10")
NOT TO SGLLE
�� ,��� ��� .
�:i�°x���l��:�:���i�t3 �% ��'9Z.��i�T�;�p�i��7
BAXTER NYE
SEPTIC CONSTRUCTION NOTES� ENGINEERING &
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH T1TLE V SURVEYING
OF THE STAiE SANITARY CODE DATED SEP7EMBER 9, 2016, AS AMENDED
'fHROUGH hiE DATE OF THIS PLAN, k ANY LOCAL RULES & REGULATIONS
APPLICABLE.
2. ANY CHANGE TO THIS PLAN MUSTI BE APPROVED IN Wf21TING BY lHE ENGINEER. Rg91St2fEd PfOf2SSI0fl0I En JIf12efS
BE CHANGED YAhiOUT NR
ITTEN PRIOR
ELEVAl10N INFORMAl10N MUST NOT d�d �d�d $UNB OfS
APPROVAL BY 7HE ENGINEER. Y
� .. . . ... ._ I ._. .�_.. .. ... .. .._. � .... . .. .
3. IWEN CONSTRUC710N IS COMPLETED, PRIOR TO BACKFlLLING, NOTIFY lHE
BOARD OF HEALTH AGENT AND ENGINEER FOR INSPEC110N. 78 NO�tFI StfEet - 3�d FIOOf
4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHEDULE 40 PVC, UNLESS Hyannis, Massachusetts OZ6O�
Oh1ERIN5E NOTED HEREIN.
5. IF THE SOILS ARE FOUND TO NOTI BE CONSISiENT WITH iHE TEST HOLE DATA PFIO(12 -�SOS� �J�-%5OZ
EXCAVATE UNSUITABLE MATERIAL TO THE 'C HORIZON" IF REQUIRED, FOR A Fax - (508) 771-7622
HORIZONTAL DISTANCE OF 5' SURROUNDING hIE LEACHING FIELD, AND REPLACE www.baxter-nye.com
Wlhl CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVAiION OF THE SAS.
6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3� OF
COVER.
7. THE SEPi1C SYSTEM DESIGN D0� INCLUDE GARBAGE GRINDER DISPOSALS.
B. CAUTION: h1E CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-688-DIG-SAFE)
AND UTiLJTY COMPANIES TO LOCAIE 'ALL EXISTING UTILITIES, AT LEAST 72 HOURS
BEFORE hIE START OF CONSTRUCiION. 1}1E CONiFtACTOR SHALL DETERMINE THE
EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISi1NG
Ui1LITIES BEFORE THE START OF ANY WORK. THE LOCAl10N OF EXISTING
UNDERGROUND U11L1T1ES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT
BE LJMI7ED TO il-IOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDEN1l.Y
VERIFlED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCAIE THE UT1LIl1ES EXACiLY. S T A M P S T A M P
IF ELEVAiION INFORMAiION DIFFERS FROM PLAN INFORMAiION, THE CONTRACTOR �.k.� �<-�:�,,
SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT Ui1LITY e�ur ZHO`I'�qSs`-Mx
CROSSINGS, VERIFY IN FlELD THE LOCATION / INVERTS OF ELECTRIC, GAS, �ryi`� ac <.,,
iELEPHONE dc DATA/COMM AND RELOCAiE IF CONFLIC7ING WITH PROPOSED i�o`' MATfHE�! yGu,�,
INVERTS PER hiE ENGINEERS DIRECTION. h1E CONlF2ACTOR SHALL PRESERVE ALL �� �'+�- ��°;
UNDERGROUND UT1LI11ES AS REQUIRED. •`!v C��L o�'^
9. THE PROPOSED UT1LITf CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL ,�' �n°�• 431$30 �a ?
LAYOUT SHALL BE AS DETERMINED BY lHE APPROPRIATE UTILIiY COMPANY. �-?c FG�STE�� �4�
,..�F�,S/�� 4j�
CON ULT T
SOIL LOGS DATE� JUNE 27,! 2019
YARMOUTH
SOIL EVALUATOR: BOARD OF HEALTH AGENT:
STEPHEN MATSON, P.E. AMY VON HONE, R.S.
TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4
p" G.S.E.=14.Ot p" G.S.E.=14.Ot p" G.S.E.=14.Ot p" G.S.E.=14.IOt
A; 10 YR 3/3 LOAMY SAND A; 10 YR 3/3 LOAMY SAND A; 10 1R 3/3 LOAMY SAND A; 10 YR 3/3 LOA� SAND
8" ELEV=13.3t 9" ELEV=13.2f 6" ELEV=13.5t 6" ELEV=13.5f
B; 10 1R 6/8 LOAMY SAND B; 10 YR 6/8 LOAMY SAND B; 10 1R 6/8 LOAMY SAND B; 10 YR 6/8 LOAMY SAND
32° ELEV=11.3t 34" ELEV=11.2t 24" ELEV=12.Ot 24" ELEV=12.Ot
C1; 10 YR 7/2; FINE SAND C1; 10 YR 7/2; FINE SAND C1; 10 YR 7/2; FINE SAND C1; 10 1R 7/2; FlNE SAND
66" ELEV=8.5t 58" ELEV=9.2t 60" ELEV=9.Ot 60" ELEV=9.Ot
C2; 10 YR 7/3; COARSE SAND C2; 10 YR 7/3; COARSE SAND C2; 10 YR 7/3; COARSE SAND C2; 10 1R 7/3; COARSE SAND
114" ELEV=4.5f 108" ELEV=5.Of 120" ELEV=5.Ot 120" ELEV=5.Of
WATER OBSERVED AT 114" WATER OBSERVED AT 108' WAiER OBSERVED AT 120' WATER OBSERVED AT 120"
(ELEV=4.5). ADJUST 1.2 FEET- (ELEV=5.0). ADJUST 1.2 FEET- (ELEV=4.0). ADJUST 1.2 FEET- (ELEV=4.0). ADJUSTI 1.2 FEET-
HIGH GW=5.7. PERK AT 41"; HIGH GW=6.2. HIGH GW=5.2. HIGH GW=5.2.
< 2 MIN./INCH.
CONSULTANT
PREPARED FOR:
Great Island Plaza LLC
Chaya Rosenberg, TR
84 State Street
Boston, MA 02109
PROJECT TITLE
Proposed Redevelopment
606-610 Main Street
WestYarmouth, MA
3/� JKL 11/11/2019 PER ZBA COMMEN7S
e JKL 10/1/2019 ZBA SUBMlT7AL
� JKL 9/6/2019 517E PLAN REVIEW SUBMITTAL
DATE DESCRIPTION
SHEET TITLE
Septic System Profi
and De$ails �lan
SHEET NO
�°� � �,'aA
✓,a ��...✓i
' ""„" ' """ �'. """ "'",, ' """` `"""" ' I D A T E : AUGUST 27, 2019
APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE
ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WfTH THE REQUIRED i QO O ZO 4O
TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017
SIGNATURE DATE SCALE IN FEET
SCALE:1��=20�
FOR PERMIT ONLY - NOT FOR CONSTRUCTION DRAWN BY: JKL CHECKED BY: �E
J O B N O: 2019-004 F I L E: 2019-004 PS.dw
LEGEND
EXIST PROP (BLACK TEXT REPRESENTS `PROPOSED' INFORI�A110N)
L=50.00
L��• PROPERTY LINE
--- --- ���� RIGHT-OF-WAY/PROPERTY 11NE
-. -..- -..-..- EA�Ab1ENT
--`- BUILDING SETBACK
STAlE HIGHWAY BASELINE
to+oo t6+oo
�- �- BASEIJNE
-"-"- CONSIRUCTION LAYOUT
- "'�""'"" �'� ZONING LINE
--- TOWN UNE
---- STATE LINE
------- ------- GRAVEL ROAD
EOP . . EOP � .
- - - EDGE OF PAVEMENT
BC� . . BC � � � .
BINMINOUS CURB
. . . CCB � � CCB � .
CAPE COD BERM
�uc �� PRECAST CONC. CURB
�� � 4ERT. GRAN. CURB
: �� _- S� SLOPED GRAN. CURB
'�� LIMIT OF CURB TYPE
----- SAWCUT
MATqtN� MATCHLJNE
'T's�� i oF so
-�'� S� SOLJD WHITE LINE
sr. sn SOt1D YELLOW LINE
�� - B� - BROKEN WHIlE t1NE
- ��' - �- BROKEN YELLOW 11NE
StaC��' SWCHL SOl1D YMITE CHANNELIZING LINE
SYCF!i. SYCH� SOIID YELLOW CHANNELIZING LINE
__on_ _ on DOUBLE YELLOW UNE
5� � STOP LINE
SiEEL GUARD RAIL
' ' ' ' WOOD GUARD RAIL
-o-o-e- -o-o-o- STOCKADE FENCE
:::::::::::: :::::::::... PA1H
../'��Y`� � i ` TREE IJNE
-x-x-x- -x-x-x- CHAIN LINK FENCE
�=-*�-> �� STONE WALL
-.�---v- ��- RETAINING WALL
�� � HAY BALES
--- 2 ----- - 4 MINOR CONTOUR
- - -��- Zo- MAJOR CONTOUR
--�GS Tos TOP af SLOPE
-0a5- -�os- gOTTOM of SLOPE
� 1�
�{�,r �a
�� ��
�DND �OHD
0 0
� T
PM PM
10
co
I€161Ei611i IIIIIIIIIII
0
0
� �
��,. �p.
v� ua�
�
Detail no. �
on
Sheet no.
BUILDiNG
BUILOING DOOR
LOADING DOCK
OI�ERHEAD DOOR
BOLLARD
DUMPSTER PAD
SIGN
DOUBLE SIGN
PARKING MElEF2
PARKING COUNT
COMPACT PARKING STALLS
CROSSWALK
CROSSWALK
CONC. PAVEMENT
STAN�ARD DUTY FLEXIBLE PAVEMENT
HEAVY DUTY FLE%IBLE PAVEMENT
HANDICAP RAMP
HANDICAP PARKING
VAN-ACCESSIBLE HANDICAP PARKING
CART CORRAL
DETAIL OR SEC110N REFERENCE
'�` '�` 'NEiLANDS
-- - - - 50� WETLAND BUFFER
---- 100� WEILAND BUFFER
---- 200' WEILAND BUFFER
- - -•- LIlAIT OF WEILANDS
�`52 - it'S2 �- WEILAND FLAG
---- ----- 100 YEAR ROOD PWN
MITIGA110N AREA UNE
- - -•••- EDGE OF WAlER
0 O
� �
To 0
� ❑5
FFC� FACP
� ve
n o
0 0
� �
�
TELEPHONE MANHOLE
iELEPHONE MARKER
iRAFFlC SIGNAL
SIGNAL BOX
FlRE ALARM CONiROL PANEL
FlRE ALARM BOX
TRANSfORMER PAD
TELEPHONE RISER
MAIL BOX
EXI3T ', PROP (BLACK iEXT REPRESENTS "PROPO�D' INFORMATION
--- - - DRAINAGE LINE
-�= 0° 04ERPLOW DRAIN
-s'RD-: - RD - ROOF DRAIN
- s - - S - SEWER LINE
- oHx�-, - oHVI- OVERHEAD ELECIRIC, iELEPHONE dc FlRE ALARM
- � - - W - WAiER LINE
-�'-, -�- FlRE PROiECTION LINE
- c - - c - GAS LME
-� � - E OR UNDERGROUND ELECiRIC, DATA/COMMUNICATION
- E(GC ""',,. . _ E� .. . . .
- T -, - 7 - UNDERGROUND DATA k COMMUNICAl10N L1NES
-Fa- -FA- FlRE ALARM
-��°- -F�- FlRE & POLICE CABLE
-carv- -CAN- CABLE N
��v3 � �B CATCH BASIN (SQUARE OR ROUND CATCH BASIN
� �oce DWBLE CATCH BASM
� �� DRAIN INLET
i�7 � DMH DRAIN MANHOLE � .
=n'= =m= TRENCH DRAIN
� PLUG/SNB
�5� FES► FLARED END SECiION
�/ �/ HEADWALL
� � CONiROL S1F2UC1URE
(� ps SMH SEWEFt MANHOLE
.��T � GREASE TRAP
C�3 � WATER MANHOLE
�� p WATER SHUT OFF/CURB STOP
DQ p WA1ER GATE
_„`� � TAPPING SLEEVE, VALVE,
k BOX RISER
� PRESSURE REDUCER
'�` '�' SIAMESE CONNECTION
b �� FlRE HYDRANT
µs� ydy
0 o WATER MEiER
e v a�v
• • POST INDICATOR VALVE
Q � WELL
-�- -�- MONITORING YfELL
{� �} IRRIGATION CON1FtOL VALYE
� �( SPRINKLER HEAD
GG
0 o cns cat�
� � GAS MEiER
� � �H ELEC1FiIC MANHOLE
� � ELEC1FtIC BOX
� � ELECTRIC MElER
�s # LIGHT POLE (DECORATIVE)
� t FLOOD L1GHT
� �, LANDSCAPE LIGHT
t-� H SINGLE tUMINAIRE
� t+a DOUBLE LUMINAIRE
���^^ �� TRIPLE LUMINAIRE
�-� , .-�+ QUAD LUMINAIRE
�_ WALL PACK
O
•
•
�
�
��m
ed
B
e•
SIGNAL ARM
MANHOLE
UiILITY POLE/GUY WIRE
UiIIJTY POLE/IXJY POLE
HAND HOLE
PULL BOX
SILT FENCE/HAYBALE
DIVERSION BERM/SWALE
AND HAY BALE CHECK DAM
POINT OF INTERSEC110N
FLARED END SEC710N (FES)
VATH STONE PROTEC110N
6'PD pERIMElER DRAIN
� PAVED WA7ERWAY (PWV�
WI1H STONE PROTEC110N
-�-� DRAINAGE ROW DIRECiION
� JUTE A�AT IN SWALE
� � a�` � TREES
� SHRUB
PROP
lP LOW POINT
HP HIGH POINT
GB GRADE BREAK
"��,�5 g� TOP k 80TTOM ELEVATION
�SPOT ELEVATION w/LEADER
21+T5 $p0T ELEVATION
�- BORING LOCAiION
-� IEST PIT LOCA710N
■ BENCH AIARK
�-o T1E IN TO EXISIING GRADE
EXI3T
LP
HP
GB
x27.2i TC
27.15 BC
2,.25
2t+�
�-
�
■
GRnY TExT REPRESENTS EXISIING INFORMAiION
BLACK iD(T REPRESENTS PROPOSED INFORMAiION
ABBREVIATIONS
) �`'
� . ABAN ABANDON � - . �
ADJ ADJUST
APPROX APPROXIMATE
BB BIIUMINOUS BERM
BC BITUMMOUS WRB
BOC BOTTOM OF WRB
BOS. BOTTOM OF SLOPE . . �
. . � BOW � BOTTOM OF WALL � ,!� � � �
� CC WNCRETE IXlRB . �.
. � � . CCB CAPE COD BERM .
S LINES CSE COBBLESTONE EDGING
ECB EROSIIXV CONTROL BLANKET
. � - ELEV . ELEVA710N . . . . � � .
ERISi . �� IXIS7ING . � . � � �
.. �.� EQ. . ��.EWAL .. � .. � � . . .
FDN FWNDAlION
,� , . � .. FF .. . FlNISHED ROOR ELEVA710N , ' � �
� � �. GB . . GRADE BREAK . . � . .
� . GC . . GRANIIE CURB . � �� � . � �
� � �. . . GE � . GRANIiE mGING . . � - � . .
. � � HC � HANDICAP � � . . . �. .
� HP � HIGH PqNT � � �
� . � � lA - LANDSCAPE AREA . . � �. �
. . � LP � LOW PqNT � . . � ..
� � : MAX � MAXIAIUM : � . .. � � � � .
� � � � MM. � . MINIMUM � . . � �.
� � . � MCC � . MONOLI7HIC CONCRETE CURB � . � �
� � � AIHB/�P lP MASS HIGHWAY BWND/ ESCUTCHEON PIN LEAD PLUG
NIC NOT M CON7RACT
NTS NOT TO SCALE
�� � �PCC � PRECAST CDNCRETE CURB . �
� � � PROP PROPOSED � . : . .
PWW PA4ED WA7ER WAY
. . REMOD REIAODEL � � � . �
. . . REM REA�OVE . . � � .
. � � RkR . � REMOVE AND RESET � . �
Rk5 REMOVE AND STAqC
RET RETNN
S(� SLOPED GRANIIE EDGYNG
. � SGC � SLOPm GRANIIE qJRB � � . �
� � . 11EG 71E INTO DOS7ING GRADE . �. �
TOC TOP OF CURB
TOF TOP OF FWNDA710N
TOS TOP OF SLOPE
TOW TOP OF wALL
rm rr�icni.
UON UNIESS O7HERNISE NOTED
VIF VERIFY IN FlEI.D BY CONIRACTOR
VGC VER7ICAL GRANIIE CURB
![�.QY
ACCMP ASPHALT COAIED CORRUGAIED METAL PIPE
� � CAP CIXiRUGAlED ALUMINUM PIPE �
CIP CAST IRON PIPE i
. � GT CHANGE IN 7YPE � �
CMP CORRUGAIED METAL PIPE .
� . COND � CONDUR � �
CPP HIGH UENSIN POLYE7HYLENE CORRUGAlED
PLASTIC PIPE - SMOOhi INIERIOR
CS CURB STOP FOFt WA1ER L1NE
� DIP � OUCIILE �RON PIPE �
DS DOXN SPOUT
E ELECIRIC
F&C FRAME AND COVER
F&G FRAAIE AND GRAlE
G GAS
� � .HYD HYDRANT ��
� .� ID � INIERCEPTOR DRNN �
INV INVERT ELEVA710N �
PD PERFORAlED DRNN
PVC POLYNNYL CHLORIDE PIPE
R(� REINFORCED CONCRETE PIPE
� .� RD � ROOF ORAM � .
� S � SEwER . . �.
C/0 � SEWER q.EANWT . �
SD SiORM DRNN
. T IELEPHONE .
. �7SV&8 TAPPMG SLEEVE, VAL4E dc � .
. g BDX RISER �
UP UTILIN POLE
41F VERIFY IN FlELD
VCP M7RIFlm CLAY PIPE
W WAIER
.� '
�_.._. .. ,_ ......... . . ...., . ..... .... . ".
*(ALL REFERENCES TO "CONTRACTOR" SHALL MEAN JHE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.)
1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DMSION,
STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY
AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE
SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY.
ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS,
AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL
FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND
INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT.
DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING
JURISDICTION, SHALL BE THE RESPONSIBILIN OF EACH CONTRACTOR, AS SHALL BE THE
ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILIN TO THE
PROJECT FOR SECURING ALL APPROVALS AND PERMITS.
ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR
IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR
NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED.
EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS,
APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF
BOUND HERETO. SUCH STANDARDS ARE MADE A PART-0F THE PROJECT DOCUMENTS BY
REFERENCE.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING,
TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION
MATERIALS, INCIUDING CUT & FIIL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED
ON INFORMATION CONTAINED WITHIN THESE PLANS.
3. WHERE AN EXISTING UTILITY IS FOUND T0 CONFUCT WITH THE PROPOSED WORK, THE
LOCATION, ELEVATION AND SIZE OF THE UTILIN SHALL BE ACCURATELY DETERMINED WITHOUT
DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISNED TO THE ENGINEER FOR
RESOLUTION OF THE CONFLICL
4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY
COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION,
RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES).
TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DR,41N, AND ANY OTHER
UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED.
5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFR,4STRUCTURE, UTILITIES,
CONDUITS, WELLS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE
LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS,
LINES, WELLS, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF
ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE
INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL
PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED: THE
CONTRACTOR MUST CALL "DIG SAFE" (AT t-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE
THE START OF CONSTRUCTION.
6. THE CONTRACTOR SHALL BE RESPONSIBIE TO CALL AT LEAST 24 HOURS AHEAD FOR
INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN
REQUIREMENTS, AS APPLICABLE.
7. THE CONTRACTOR SHALL NOTIFY ALL UTILIN COMPANIES, PUBLIC AND PRIVATE, INCLUDING
THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF
1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK.
8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES
INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN.
9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS
OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET"
(R&R).
10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION
NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND
POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS
REQUIRED.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN ExISTING
INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE
DISCOVERED, THE CONTR,4CTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY
UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION
OF THE AFFECTED WORK.
12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR
ALL BUILDfNG DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE
FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE
OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS
FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE
ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND
ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK
WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE
MADE IF NECESSARY.
13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE
OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY
AND COORDINATE WfTH THE OWNER, ITS ENGINEER OR REPRESENTATIVE.
14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION
MEEfING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION.
15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE
ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS.
76. CONTRACTOR SHALL BE SOLELY RESPONSB�E FOR JOB SITE SAFEN AND ALL
CONSTRUCTION MEANS AND MEfHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT
ASSUME ANY RESPONSIBILITY IN JOB SITE SAFEfY FOR CONSTRUCTION METHODS USED. ALL
FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGUlATIONS SHALL BE FOLLOWED
BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES.
17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE
PROJECT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE.
THE CONTft4CTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE
COMPlEfION -0F THE SITE CLEARANCE WORK.
18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GR,4DES
SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO
NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL,
LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER
DELETERIOUS DEBRIS.
19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHAL� BE REMOVED AND RESEf
ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE.
20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE
CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS
REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL
CONDITION AT THE CONTRACTOR�S EXPENSE.
21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DEfERMINATION AS TO THE
LOCATION OF SUBSURFACE ROCK.
22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND ORAINAGE, SEWER, AND UTILIN
fACILITIES FROM EXCESSNE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES
DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE
CONTRACTOR'S EXPENSE.
23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE REfAINED UNLESS NOTED
OTHERWISE.
24. JOINTS BEfWEEN NEW BITUMINOUS CONCREfE ROADWAY PAVEMENT AND SAWCUT
EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS
T0 EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR
INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAI SHALL BE REMOVED AND
REPLACED.
25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED
SLOPES ON WALKWAYS SHALL BE LESS THAN 5� AND ALL CROSS SLOPES < 2�.
THESE ARE MAXIMUM SLOPES WfiH NO TOLERANCE. ALL WORK WILL BE IN
ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD,
AMERICANS WITH DISABILfTIES ACT & COMMONWEALTH OF MASSACHUSETTS,
ARCHITECTURAL ACCESS BOARD.
26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE
REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATNE PRIOR TO
ANY SffE PREPARATION OR CONSTRUCTION. THE CONTR,4CTOR SHALL NOT ADJUST OR
MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL
APPROVAL FROM THE OWNERS REPRESENTATNE AND�ANY GOVERNMENTAL AGENCY WHICH
MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE.
27. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND
� � �� �
3�;vtq�l��i;�:i�z?�a(i �� ���1��'�YIt�:�
BAXTER NYE
ENGINEERING &
SURVEYING
FIRE DEPARTMENT CONDURS AND APPURTENANT FEATURES REQUIRED BY THE Registered Professional Engineers
APPLICABLE UTILITY COMPANY ARE TO BE INSTALLEDI BY THE ELECTRICAL and Land Surve fS .
CONTR,4CTOR. TRENCHING, BACKFlLLJNG, CONCRETE iWORK, MANHOLE AND RELATED --- �
STRUCTURES AND STREEi REPAIR SHALL BE PERFORMED BY THE GENERAL
CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLEfE EXECUTION %S NOrtF1 St�BBt - 3�d FIOOY
OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. Hyannis, Massachusetts 02601
28. RIM ELEVATIONS OF DR,4INAGE AND SANffARY SEWER MANHOLES ARE APPROXIMATE. FINAL
ELEVATIONS ARE TO BE SEf FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALl PF10I12 -�508� %7�-%J`OZ
: OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, �JATER GATES AND OTHER UTII.ITIES TO Fax - 508 %�1-�6ZZ
FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. � �
www.baxter-nye.com
29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES
NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHAI.L HAVE A
MODIFIED lOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS
STAND IS ESTABLISHED AND SURFACE IS STABILJZED.I THE MODIFIED LOAM BORROW SHALL
HAVE A MINIMUM DEPT}i OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT
CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
AREAS UNTiL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1
SHALL BE FURTHER STABILIZED WfTH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR
EQUAL.
30. THE CONTRACTOR SHALL WATER, MOW, FERTILIZ I OR OTHERWISE MAINTAIN ALL SODDED
AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED
MEfHODS ARE ESTABLISHED TO THE SATISFACl10N OF THE OWNER OR THEIR REPRESENTATIVE.
31. THE CONTRACTOR SHALL RESEf ALL MONUMENTATION DISTURBED OURING CONSTRUCTION
AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY
BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESEi TO RS ORIGINAL LOCATION.
MONUMENTS INCLUDE, BUT ARE NOT LIMffED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS,
PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCREfE BOUNDS, GRANITE BOUNDS AND
STONE WALLS WITH DRILL HOLES.
EXCAVATION SAFETY�
ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUS AND LOCAL REGULATIONS FOR SAFEfY.
ALL TRENCH EXCAVATION IXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT
FROM THE LOCAL TOWN OR CfTY PRIOR TO ANY EXCAVATION.
DRAWINGS STATEMENT�
THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS, STAMPED BY A MA LICENSED
PROFESSIONAL ENGINEER (PE) CERTIFYING THAT: "f0 THE BEST OF THEIR KNOWLEDGE,
JUDGEMENT AND BELIEF, THE CONSTRUCTED .WORK fS IN GENERAL CONFORMANCE WITH THE
PLANS."
INSPECTIONS/TESTING�
7. CONTRACTOR IS RESPONSIBLE TO COORDINAIE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS.
1HE CONiRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) BUSINESS DAYS AHEAD OF REQUIRED
INSPECTIONS.
2. AT A MINIMUM, 1HE FOLIONANG INSPECTIONS/TESTING LL BE RE�UIRED. IF ISSUES ARISE DURING
CONSTRUCiION hIE CONTRACTOR SHALL NOi1FY THE ENGINEER AS ADDITIONAL INSPECTIONS BEYOND
NMAT IS NOTED MAY BE NEEDED.
A. INSTALLA710N OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING
CONSTRUCTION.
8. DRAINAGE AND STORMWATER MANAGEMENT:
• BOTTOM OF EXCAVATION FOR EACH STORMWA R MANAGEMENT (SWM) FACILITY.
• DURING �NSTALLATION OF STRUCTURES TO SEE A CROSS SECTION VIEW OF INSTALLATION
• AT COMPLETION OF INSTAILATION OF EACH SWM FACIUTY PRIOR TO BACKFILL
Q GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS
OTHERWISE WITNESSED BY A TESi1NG AGENCY.)
D. BN NALL NEED TO WIlNESS REPRESENTATIVE INST LLATION OF VERTICAL AND SLOPED CURBING.
E. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND ON-SITE
TESTING RESULTS AS REQUIRED UNDER THE PROJ�CT DOCUMENTS FOR COMPLETE REQUIREMENTS,
INCLUD�NG BUT NOT LIMITED T0:
- SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISIICS PER SPEC FOR SWM
AREAS
- ALL COMPACTION TESTING RESULTS FOR BACKFlLL
- GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, ETC. AS TO
DEPTH OF MATERIAL PLACEMENT AND COMPACTION 'fESTING RESULTS.
- BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINAl1NG
WIiH THE TESTING AGENCY AS REQUIRED.
F. BN VNLL NEED TO WITNESS A REPRESENTATIVE UTiLITY INSTALLATION BEFORE BACKFILL FOR:
• WATER
- CONTRACTOR SHALL CONTACT BN TO AILLOW BN TO TAKE AS-BUILT SHOTS ON PIPE
BENDS, PIPE TOP FOR AS-BUILT REQUIREMENTS
- THE WATER SYSTEM SHALL BE INSPECTED BY A THIRD PARTY APPROVED
WATER INSPECTOR PAID FOR BY TF�E CONTRACTOR. ACCEPTANCE REPORTS
AND AS-BUILT TiE CARDS FOR THE WATER SYSTEM (INCLUDING T1ES TO ALL
BENDS, TEES, ETC.) SHALL BE PREPARED BY THE 3RD PARTY INSPECTOR
AND PROVIDED TO THE ENGINEER FOR RECORD.
G. 111E CONTRACTOR SHALL NOPFY AND COORDINATE A SITE MEETING WITH THE ENGiNEER PRIOR
TO PLACING FINAL PAVING COURSE. LAYOUT AND FlNAL REQUIRED DIMENSIONS ARE TO BE
REVIEWED AT THIS MEETING PRIOR TO PAVING OPERA710N. RE�UIREMENTS SHALL BE PER MASSDOT
STANDARD SPECIFlCATIONS.
H. FlNAL STABILIZA710N AND PLANTINGS PRIOR TO R MOVING ANY SEDIMENT AND EROSION CONTROL
STAMP STAMP
.�' "� .. <a�,
�����NOFMAS��� r. � � � .
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CK�L��'1��11��
CONSULTANT
PREPARED FOR:
Great Island Plaza LLC
Chaya Rosenberg, TR
84 State Street
Boston, MA 02109
PROJECT TITLE
Proposed Redevelopment
606-610 Main Street
West Yarmouth, MA
e JKL 11/11/2019 PER ZBA COMMENiS
� JKL 10/i/2019 ZBA SUBMIiiAL
10 JKL 9/6/2019 SITE PLAN REVIEW SUBMITTAL
DATE DESCRIPTION
SHEET TITLE
Legend and
General I�otes Plan
SHEET NO
■
D A T E: AUGUST 27, 2019
S C A L E: NOT TO SCALE
DRAWN BY: JKL CHECKED BY: MWE
J O B N O: 2019-D04 F I L E: 9019-tl(M I G.durn
0 24'
��
�w
W � ..�
V
. 48' DIA. CATCH BASYN
ALiERNATE ECCENTRIC CONE SECTION
�(STEEL REINFORCED FOR HS-20 LOADING)
� � - + �; . : .. 24 :.
'. � � j 48' DIA. CATCH BASIN i� I
-�' '�i'
ALTERNATE TOP SLAB
FlNISH �STEEL REINFORCFA FOR HS-20 LOADING).
GRA�E� � 8' 24' 8'
SWARE
SEE . c's�y, �
NO1E 5
Vm O 6'� � t. ':!
FU U .
�L� ��� ''
J� �.
�z <az 48' DIA. CATCH BASIN
UO �ip�
�
C I
NOiES
1. ALL SECTONS SHALL BE DESIGNED FOR
HS-20 LOADING.
2. COPOLYLIER MANHOLE S7EPS SHALL BE
INSTALLED AT 12' O.C. FOR 7HE FULL
DEPhI OF hIE S7RUCNRE �
3. PRONDE 'V' KNOCKWTS FOR PIPES N7TH
�
2' MAX. CLEARANCE TO WTSIDE OF PIPE � � � - \ �. r� > �/HO
MORTAR ALL PIPE CONNECiIONS � � � � � plpE � � I `�- �
- 3' WIDE PRINTED - . . � � . �.�{. +2
4• SHIALLSBE PREFORME DEBUMC US BERCl10NS �TM M TALNCORE, NOTEDAPE .� . . . �� � OfRO�i I II ��J : �
. � � FOR APPLICABLE UTILIN. 7F2EA7MENT - � P� PIPE . � ¢B� ''" I I
5. CATCH BASIN FRAME AND GRAiE APPROX. 9' BELOW GRADE � (VARIES - SEE PLAN) � � . � . � . A� r«, r"�i,p � I �
ADJ 5 T OSGRADE WITH C�UTY BRICK AND � � � � � ��� ���'y.J
MORTAR (2 BRICK COURSES TYPICALLY, �n � � . . � . � � . . ��„ �
5 BRICK COURSES MAXIMUM) . < � 4t � DEPhI BUILDING WALL � � � ��J
� �-� ; SEE NOlE 4�
� HOOD .. .W7LET �
N 0 J ____
�w I DIA.
� y IN�ERT � VAR
� < ______
12 NON-SHRINK
GRWT
� ��
_ � 12' COMPACTED
�� � � ? GRAVEL BORROW
im�� �y '� a COMPAC7ED
q7 .12' . . . • . . . .4 . , rSUBGRADE
TYP. /
• SEE PLANS FOR
PIPE TYPE AND
DIAM.
FRAIAE de GRAiE
• LEBARON LF 246
OR EOUAL
• CB TO BE
LEBARON
�GC228-2 ('BEE
HIVE' GRATE)
OR EWAL
� > •• � �8 - 8 � � � VARIES DETECTABLE
• VARIES
WARNING
� °�� ♦ � ' • � � � � �. . � � � � � SURFACE SEE
� �j' ��. . . . • 86 . . .. rr . . . . . � . . . . � . DETAIL /453, .
< � . o FlNAL BACKFlLL - � � � � � �DOWNSPOIJ� ANO DOWNSPOUf B00T BY .. .- . �
� ARCHffECT - SEE DEfAILS BY � � . .. .
ORDINARY BORROW (M.1.01.0) - ' � . � �-� �. � .pp
� . � � � o � t � . 4 • ARCHffECT FOR MATCHING MATERIALS, � � � t'j`
� g • ° � � . FlNISH, AND TREA7MENf CONDRIONS AT � � "�.�- �
x � � •o � � � . � � � � � � � DOWNSPOIJ� LOGTIONS � � � � . . �
<a � � � O. . o . � . . � � - � .
� � . � � � 3 0 � ,,'st, .. a ° . � . . �.a' ' � � . � � - . � � . o�"
� � � � rc �+ � � Wb °� R> �• �HAND TAMPED . . � . � . . . . .
. a � � � •� 4 � n� p �9b IN171AL BACKFlLL �. � . . . . . � � � � . � � . FlNISHED GRADE - � � 0 �
� om W � jS �HAND TAMPED . . .+� ' �._3�, . � . . � . I . `t \
�b a� � �.�a��..4.; e, .
� m � O .aP� Pa.+�sg . W�� � ` � . . . '. . � .
MANUFACiURER'S SfANDARD TRANSRIONAL COUPLING TO ACCEPT
� �� � ����Q"a" �� �COMPACTED � � � DOWNSPOUT AND TIE INTO PIPE REFER TO ARCHfTEC7URAL PWJS . � . . � �. . . . - �
� ? �. � BEDDING . � � � � ' FOR MATERIALS/DOWNSPOUf BOOT ABOVE GRADE TO MATCH � �. � � . � . �. � . .. � .
? . � . ,; d BUILDING PND DOWNSPOUT MAlERW.S. . � . . f�Qg$� � � � �
� � e COMPAC7E0 SUBGRADE/ MUST BE PIPE DROP � . - � 1: ALL RAMPS AND ACCESSIBLE ROUTES SHALL BE IN ACCORDANCE � .
� A STABLE FOUNDA710N. EN:ARGER . . 45 WYE � . 'N�T1i TNE U.S. ACCESS BOARD ADA ACCESSIBILIN GUIDELINES &�THE .
� UNSUITABLE FWNDA710N5 MUST � � � CPP ELBOW � � . � �. COMMONWEALTH OF MASSACHUSETTS ARCHITECTURAL ACCE55 BOARD
BE UNDERCUT AND REPLACE WIIH 521 CMR REWIREMENTS, AS CURRENTLY AMMENDED.
� . A SUITABLE BmDING MATERIAL� � ' . , -� � + � . 2. �iHE MAXIMUM ALLOWABLE ROUTE (SIDEWALK) AND CURB RAMP �
CONCRETE N07E5:
- � � � � CROSS SLOPES SHALL BE 1.59.. . i �
3. THE MAXIMUM ALIOWABLE SLOPE OF ACCESSIBLE ROUTE 1. CEMENT CONCRETE SiF2ENGhl
• CAMPACT TO 95S MOOIFlED PROCTOR (MINJ IN 6� UF7S (MAXJ �. . °.. PIPE -� . 45' ELBOW � � EXCLUDING CURB RAMPS SHALL BE 4.57,. ii � � - TO BE 3500 PSI A? 28 DAYS. �
� COMPACT TO 957. MODIFlm PROCTOR (MIN.) IN 8' LIFTS (MA%.) � � � � � . � . � �
� � ON�Y IF UN�ER PA4ED, CONCRETE OR HAROSCAPm SURFACE� � � � � . � 4. iHE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB � 2. PROVIDE EXPANSION JOINTS �
(AREAS SUBJECT TO VEHICUUR AND/OR PEDE57F21AN TRAFFIC). .� � FOOTING � � RAMPS SHALL BE 7S7 �� . j. AT MIN. 16 FT. O.C. VNhI PRE-
. FlNA� BACKFlLL IN GENERAL EMBANNMENT AREAS MUST BE � �. � . . . pqp� � P�PE � 5. �A MINIMUM OF 4� FEET CLEAR SHALL BE�MAINTAINED AT ANY . MOULDED JOINT FILLER.
COMPAClED TO 85x MODIFlED PROCTOR (MIN.) IN 1Y LlFTS (MAXJ � � �. �� a � � � � PERMANENT OBSTACLE IN ACCESSIBLE RWTE (6E:, HYDRANTS, � 3. PROVIDE TOOLED DUMMY
�.' � NOTES: � � . . . � � � � : UTILITY POLES, TREE WELLS, SIGNS, ETCJ � . JOINTS AT 4� O.C.
���FOR SANITARY SEWER MAINS, 6' BEDDING SHALL BE BAdCFlLLED � ' �, �MIN. 8' P�PE DIAMETER UNLESS OhIERVlISE SPECIFlED. � � � 6. � CURB 7REATMENT VARIES, SEE PLANS FOR CUR6 T7PE � - 4, pROVIDE BROOM FINISH IN
1N7H 3/8�-3/4' NON-ANGULAR STONE M LIEU OF GRAVEI � � 2. REFER TO PLANS FOR PIPE SRE, PIPE MATERIAL, SLOPE AND ADDffIONAL NDiES. 7. BASE OF RAMP SHALL BE GRA�ED TO PREVENT PONDING. � DIRECTiON PERPENOICULAR�
BORROW. COAIPACT TO 95X MODIFlED PROCTOR. � � �� �
. . . . � .. . . � � . . � . � � . � . 8. ENTIRE RAMP SHALL BE CONSTRUCED WITH CONCRETE. � . � TO CURB. . � �
o- CATCH BASIN (CB) WITH GAS TRAP N.rs. c- UTILITY TRENCH N.rs. c- ROOF DRAIN N.rs. c- ACCESSIBLE CURB RAMP - TYPE 'D'
�� , �ETAIL `»a �ETAIL �az ; GETAIL �03 �ETAIL
� . 24' DIA. C.I. FRAME & SOLID COVER, � � � � � � � � � � � � � I�,,
�� MARKED "DRAIN", TO BE PROVIDE� � 24" DIA. C.I. FRAME & SOLID COVER, . � � � � � I �
'�� � AND SET TO FINISH GRADE AS SHDNlN � � � � . � MARKED 'DRAIN", TO BE PROWpED I � . . .
� � ON PLAN FOR MAINTENANCE ACCESS. � � � . . � AND SET TO FlNISH GRADE AS �SHONlN � � � � ,. � . . �
TYPICAL, UNLESS OTHERWISE NOTE0. � .� - ON PLAN FOR MAINTENANCE ACCESS, � � '. . � CONCRETE COLLAR , �
DESIGN FOR H20 LOADING. LEBARON . . : �� � TYPICAL, UNLESS 07HERWISE N01E0. � .�TO BE USED ONLY WHEN � I,
DESIGN FOR H20 LOADING. LEBARON -�
� � LK110-T1PE-A MASS. STANDARD) OR � � � � ' � � CURB STOP BOX IS SUBJECT I'
� APPROVED EQUAL . � .. LK110 T1PE-A (MASS. STANDARD) OR � a�� � 9� � � TO VEHICULAR LOADING, � '�.
� . � FlNISH GRADE . � APPROVED EQUAL
FlNisr+ cRnoE Noh e� 7 s� note e& 7 N� �TOP,a„°Fon Ea07w� TO � i.e. DRIVEWAYS, PARKING PROPERTY I SET FLUSH
' 72'MIN. 12'MIN. 12'MIN. 12'MIN.
G04P� �q� °� � LOTS, ROADWAYS, ETC..) LINE �-I WITH FINISH
. � OVERUY FABRIC - OVERUY FABRIC 12' MIN. OVERU�Y FABRIC OVERUY FABRIC � � � � � . - � � � � '� � I GRADE
, p,m ii .. . w .wae• wa:• •..,� . � � .. • ,w�9. . . � . � :
o '�Lv,�,-.' : ' : . `• .. '. •'.~ : " ' •. '. : � ,�'.. ` � iy�q;: d.>:.�:a:: � . , . ' °r_'� o o ro � FINISH GRADE
•. , .. • .: .•.n..v:�f n»x �. o . . . . : .•. o^ra 2' UYER . Ba. g•e 4e�+ o � � �°4s��� �8 •9'8 . 0 A 0 . . �
,✓i
� o � o ' � - �r PEASTONE = 9� . � � � �B . _ . . . �
., ... �ncr-gcdwx�cww m m O O O m m 0 �' o°. °� ° p�b 0 m m O O O m m❑ •,� � . � . ���, 4e q��.�° .. /�� �/ e'o•o o n•o
� � = von csc sa � t�x 12' A11N. � � °' ' . � ) . � . . � 4� � � � �g��y g, � �.g . . . . /\ � o � n � � � � n o c :
o �o 0 0 0 0 4 12' � 8'
0 0 'o � y S° 80 o m m o 0 o m m o a�� ;. �•°8 . o m m o 0 o m m o 8$'. o Kr+ocicours a; ve��� g,� .s<e
� � � � ; g.. . a o0 0 0 °,o 00 • $ ° �� � � °'�8� �'�o � 3/4'-f 7 c�,wwes�m ADJUSTABLE
�.�i 3/4'-7 1/2' CLEAN WASHm ee° ee ��
c"+ b� w a % .$o ° o. d• d - o• 6 °•° o � 4� sra+e (as wos) CURB STOP BOX
< z w y ro.. ❑ m m o 0 o m m o .a %4•-� i/z' c�nN. o m m o 0 o m m o ...00 STONE (40% VqOS) p�„ ;� e
�_ � � o a mi v�w fm �xo WASHFD STONE �i wn rart �+o • o . ',. � ° � e - � . . �
N < � / 8;; . ° .�o S . o 0 0 • ° o � �R ��'� �Oo � o ' �caHr�ecr m �nwnoru� CURB STOP ROD SHALL' BE � �
m " ° ° ^ ° `° ° ° ° _ ' ' �a+wc e,�.aNs ns rsEunrsml INSTALLED TO WITHIN 10" TO 14" 3 a �
�.. i � i� � 0 m m 0 � O � m. � o o. 0 m m � O O. m m 0 0 � FlL7ER FABRIC � O
:. . � Z v � o.°eo R» . tjpo � � . do �+o PRECAST CONCRElE . . �.O ENyE�apg - qLL s�oES ac � � ��4n � �g;44 � OF FINISH GRADE J O
m IEACHING BASIN ° o � I W�
. � � � o� Q' om �� 0 0 m � O O O m m 0 m OVER TOP OF S7FiUC7URES. TO BE �� ppE�7 app�� �. �. . p�
o , o m m o 0 o m m o o , o, o MIRAFl 740N OR EOUAL �a��Na e,�N � STANDARD BRONZE . m
.. Z � O� O o .� .. � o� o Og �= O� o . • w e[ n.w NI mo �
� �Oo' o m m o 0 o m m o 0 0 0 0 o m m o 0 o m m p � o. '°�� g,�,�� CURB STOP ASSEMBLY cO�
� � � t (CONNECT TO ADDI710NAL 4s a' � � � � �.
°� � � � � ' ,� LEACHING BASINS AS REWIRm) � �'4p� 4° �� e WATER SERVICE LINE k MATERIAL U
�� '�' r 4v A� '�° o m m o 0 o m m o+ �°o. ooaiO ��w�gy� PER WATER DEPARTMENT
� � � po rc,� o o FlLTER FABRIC AT BOTTOM OF � �g $ o 0 00 0000000 0 o W
� a� �LL� •�o�• INLET STRUCNRE ONLY TO FlLTER FlNES : a rn��� o�, ,.� � -SEE PLAN FOR SERVICE L1NE SIZE
�. � � j� � s 2 pd NRAP 6' UP WTSIDE OF S7RUCNRE o0 00 ��' � � , � . .
. � y� W�= ��J d� . MIRM 140N OR EWAL (TYP) • � � •. o m m o o �� m m o .� � . . . .
� m��� a=�J '' 4" °' � � � � ' � � � SUBSURFACE LEACHINQ BASIN fTYR1 - PLAN VIEW ' Brick
z - a ��. ��,; �,, m, � o m m o 0 o m m o � e o N...s as• \/� /`
. - , •,; m ° rn • o••o� . . '..
^°0 � o0 0°0 0o f° oW o °o 0 0 0 `O o oco CORPORAiION � UNDISTURBED
�
� y COCK ASSEMBLY EARTH
. � . . . . � � . USE 72' PERFIXtA7ID CPP. SET LEVEL, B' UYER OF 3/4'-1 1/2' ACCEPTABLE � . � . . . � � WATER �
. FOR CONNECTION TO ADD1710NAL qFAN WASHED STONE SUBGRADE AS DEIERMINEb � � � '
NOTES: LEACHING BASINS AS REWIRED. � BY THE ENqNEER - � . . � . � . � MAIN
ALL BASINS TO BE IN7ERCONNEC7ED. NOTE•
1. BASE SECTION SHALL BE MONOLI7HIC NiIH WTSIDE DIAAIETER. � pUN FOR LAYOUT AND QIIANTiTY. � . � � � � ALL CONNECTIONS TO BE FLARE TYPE.
2 ALL PRECAST COMPONENTS SHALL BE DESIGNm FOR H-20 LOADINC, pIPES TO BE MORTAREO IN PUCE � � � �
3. CIXJCRElE SHALL BE COMPRESSIVE S7RENGhi 4000 P51, TYPE � CEMENT. � � �
4. FRAMES AND COOERS SHALL BE HEAW DUtY ANO DESIGNm FOR H-20 LOADING. . . � � �
5. PRONDE 'Y KNOCKOUTS FOR PIPES WITH 2' MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL INFlL7RAiIBLE SUBGRADE SHALL BE MAMTNNED. IF FlLL IS � . � � �� � �.
� PIPE CONNEC110N5. NEEDED FOR SUBGRADE BELOW 7HE BASIN BOTTOM, FlLL �
8. STANDARO MANHOLE FRAME h COVER SHALL MEET MUNICIPAL AND/OR STA7E SPECIFlCATIONS . MATERIAL SHALL BE PER MHD-SSHB M7.04.0 TYPE B. �� I � � � � ELEVATION
WFiEN APPLICABLE. � � � . �' .
7. STANDARD MANNOLE FRAME k COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE . � . � �� � .
YA7H CIAY BRICK YrtiEN GRADE TO TOP OF PRECAST UNIT DISTANCE IS 1�-0� OR LESS (5 CWRSES � �� � � � � � . � , �
MAX.). USE SOLID CONCRETE BLOCK WFiEN DISTANCE IS GREA7ER 7HAN i'-0'. . � � . . �.
& A MINIMUM 2 F00T OVERLAP SHALL OCCUR BETVEEN ADJACENT SHEETS OF FABR10. � � �� � . � � . �.
FlLIER FABRIC SHALL BE INSTALLED PER MANUFACNRERS RECOAIMENDATONS. . � . � . � � '
' n SINGLE WATER SERVICE CONNECTION
CAPE COD BERM
PAVEMENT�
SURFACE
PRECAST CONCREiE CURB
IRANSI710N PIECE
a• niia< coNcae�
'�, SIDEWALK (TO BE
' . . 6' THICK IN FRONT
OF OVIItHEAD
- DOORS AND AREAS
PRECAST CONCRElE CURB � SUBJECT TO
CURB IF REQUIRED VARIES ygHICLE LOADING)
(SEE PLAN)
7.5% Typical (2% Mox) FlNISH
fINISH See Plans for Additiona� �nfo. GRADE
_� PAVEMENT _x�X_-x-
� � � 1-1/2' HOT MIX ASPHALT SURFACE � � �
SCHEMAiIC VIEW c�uRSE - STnNDaR� ioa couRSE, P� PREMOLDED
<u
--- MHD Ma11.03 TaB� a JOINT FILLER 4• REINF. CONC. SLAB -
a o
p' o o�'°e °�� �� d 'o �� 2 1/2" HOT MIX ASPHALT � �
� pb' 'a a��o BASE�INiERMEDIAIE CWRSE - BINDER PER •� � I � W� 6 X 6 W 1.4 X W 1.4
'P �• �
CAPE COD BERIA � - . � �q0.o �o ..; :.`':�7 •^c;000{�°: MHD M3.11.03 TABLE A � �. � . . W.W.M. �
y o 6e •g �. e.; :.. oa
� p� �0 0, � o .yO, . a o,e.o 7p• GRAVEL BOF2ROW M1.03.0, TYPE B, C OR �
° o '' 8 0�°a D. OF2 PROCESSED GRAV0. BORROW M7.03.1 ���� 6" GRAVEL BORROW -
. � 6� 'Q8o b�` e? 0' � o° �d OR RECLNMED PAVEMENT BORROW M7.09.0. . �(,'OMPACTED�
9,� o �, o c D:'.O a o 'pgg� FOR ALL SPECS, AT LEAST 7DX SHALL PASS � . ,
I 1HE 3/4' SIEVE TO ALLOW FOR PROCTOR
� DEN�tt COMPAC710N iESTING.
STANDARD DUTY FLFXIBLF PAVEMENT CqdPACiED SUBGRADE
FEAhIER ASPHALTINTO PLAN NEW PRECAST CONCRETE CURB .� . :
CURB END SO BUTTING . 1RANSIiION PIECE . � �
SURFACES ARE FIUSH � . .
w�TM E^c� oTHER COMPOSITION AND COMPACTtON ACCEPTANCE TES75
, 8' _' CONCRETE CURB 1. OBTNN SAMPLES FROM PLANT TO INDICATE CONFORMANCE N7'fH M3.11.09. � �
CAPE COD BERM I I �
2. PERFORlA PA4EMENT DENSITY 7ESTING AS WlLNED IN M3.11.09. '� �
m
4- ----- ---- 3. ALL SAMPLES TO BE TAKEN IN ACCOF20ANCE 1Nh1 hiE MASSDOT SPEqFlCAITI0N5.
/,/� *
/ � �-° 4 MAIERIALS SHALL MEET OR IXCEED hIE REWIREMENTS SPECIFlED IN SECTION M311 00 DIVISION III �
�
SECTION
CONCREiE
SIDEWALK
1/2' PREFORMED
EXPANSION JOINT
BLDG. FACE OR
FIXED OBJECT -
� M�miia.s u+o TMe ralovnNc suesEcnaas �� ' JOINT DETAIL
PAVEMENT . � � MINERAL AGGREGATE M3.1L�4 BITUMINWS MAlERIALS: M3.71.06 � � �
SURFACE MMERAL FlLLER• M311 OS WMPp57iI0N OF BASE COURSE• M311 02 � � � � � �
� PRECAST CONCRETE CURB � � � � � �
7RANSIlION PIECE � 5. THE BIiUMINWS CONCREiE BASE CWRSE S�1ALL BE CONSTRUCTED IN ACCORDANCE YATH RELEVANT � � ��
ELEVATION SECTIONS/PROVISIONS OF $EC710N 460 FOR CLASS I BINMINWS CONCREIE PAVEMENT, TYPE I-L . � �.
hIERE SHALL BE NO EXPOSED 6. CLASS I BINMINOUS PAVEMENT, TYPE I-i REWIRED PER SECiION 480. lESiING FOR BASE �. � �
BUTT END OF ANY CURB END CWRSES AND TOP COURSES SHALL HAVE A MINIMUM COAIPACliON OF 957G PROCTOR . � . � .
DENSIN. TES7ING TO BE COMPLE7E0 BY AIETHODS OU7LJNED M M3.11.00. � � .
VERTICAL CURB TO BERM TRANSITION N.Ts. n BITUMlNOUS CONCRETE PAVEMENT SECTIONS N.rs. � CONCRETE SIDEWALK
�ETAIL 418 �ETAIL 4zo �ETAIL
EXPANSION
�aNT
SEALANT-
(WHEN
� REQ'D)
�ETAIL
CURB ' VARIES
FlNISH 16• MIN.
PAVEMENT 3/ IFT•
�2�
w.w. i
� ���2" GAUGE
6'
GRAVEL BORROW -
(COMPACTED)
SECTION
1. PROVIDE EXPANSION JOINTS
AT MIN. 16 FT. O.C. 'Mhl PRE-
MOULDED JOINT FILLER. i CONCRETE
2. PRONDE TOOLED DUMUY � SIDEWALK �
JOINTS AT 4� D.C. ��Z' pREFORMED
3. PRONDE BROOM FlNISH IN EXPANSION JOINT
DIRECTION PERPENDICULAR - �
BLDG. FACE OR
FIXED OBJECT -
JOINT DETAIL
N.T.S. C-
421
SURFACE �Z�
7REA7MENT . CONC. PAVEMENT
VMIES � � (TOP COURSE)
6, Z, SEE DETAII �/418
SLOPE Tp� � Tpp pF WRB BIIUMINWS� �
VMIES- � CONC. PAVEMENT
3� (BINOER COURSE)
1' BOC 80 OF CURB
o°
0
p0
O O'�0�. .. .
.o• 0• O � ob ••• • �p o
Oo po, po c Oo �,� o O�� °p Oo po� o
0 0 00 0o g� 0 8 80, o o. oQ p.o 00 0.
o �
.� Q o � o � p .� p ofo
'p° o O� ��p .�° ob O°.��, �o �O ep� � .
00 80� � o �o 00 �a, a
� ,� o o• Op °O� Oo � ��
� 00 ��. O o O o�'Oopo, o Qo7�o0 o O
BIiUMINWS �
TAqC CAAT�
N.I.S. (`,-
411
N.T�S. �
4os
4" CEMENT
CONCRETE
FlNISH
� GRADE
EXPANSION
JOINT
CAPE COD BERM (CCBI
�ETAIL
COMPAC7ED
GRAVEI. BASE
COMPAClED
SUBCRADE
N.TS.
TftEA7lAENT VARIES
� � 4ERTICAL �
._ GRANI7� CURB .
� BIT. CORCRE7E ._..
PAVEM T TOP COURSE
m � EXISlIN
SURFACE
a O.
'" .
��.. '•
' ' •" � s .e' $AN'CU EXIS7ING
a BIT. PA ENT AND
� " .' TACK AT EDGE
�' � , �'� �' �: • � CONCRE CEMENT
...a' ,. . ' .. '. (30D0 SI� TYPE �) �
0
CA o ro oe 8op ao .
��8 ��$ 8� � 8
6' 6' \72'f , �
GRANITE CURB (Set in existing
GETAIL
'VAN' ACCESSIBLE
HANDICAP SPACES
/- .
_ . :, "
a,!
d
�-_
MAX�M SLOPE 2%
� DIRECTIONS .
VAN
_� �.� _� �� � :
N.T.S.
� S�E PLAN FOR PLACEMENT
-HANDIC qqq�PPED RAMP (SEE RAMP
DETAILSIFOR APPROPRIATE DETAIL)
�4' SdLID WFIITE STRIPING
O 45i. 8' O.C.
, ..4� ' ' F. .�a ', y :
' ` ° sioEwnix .: " .
i, a'
� . � .y� � . . •d
IN ALL
0
��
VAN ��
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5�-0' � . B�-0� � 8'-0' � 8'-0' I B'-0'
- ��a� ����� '
�'`�.11 i, T 3.hV f: 1: � 1...i 1'V !,1 ��..? �� i'�. �1�� i'. i£ d. 1'� �)
BAXTER NYE
ENGINEERING &
SURVEYING
Registered Professional Engineers
and Land Surveyors
78 North Street - 3rd Floor
Hyannis, Massachusetts 02601
Phone - (508) 771-7502
Fax - (508) 771-7622
www.baxter-nye.com
STAMP
��'^�e�ya� .
pR'%jH OF 1A '',�
Ay 4
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�
CONSULTA T
CONSULTANT
��
PREPARED FOR:
Great Island Piaza LLC
Chaya Rosenberg, TR
84 State Street
Boston, MA 02109
PROJECT TITLE
Proposed Redevelopment
606-610 Main Street
West Yarmouth, MA
Q JKL 10/1/2019 ZBA SUBMITTAL
01 JKL 9/6/2019 SITE PLAN REVIEW SUBM177AL
DATE DESCRIPTION
SHEET TITLE
�eta;es �oa�
SHEET NO
� PAVEMENT MARKII G( OXML THICKNESS) TYP. � � �
;, ' e
D A T E: AUGUST 27, 2019
c- HANDICAP PARKING AND STANDARD TALL LAYOUT N.rs.
)NCRETE SIDEWALK AND CURB r,.Ts.
'� �ETAIL S C A L E: NOT TO SCALE
��TAIL FOR PERMIT ONLY - NOT F R CONSTRUCTION DRAWN BY: JKL CHECKED aY: �
.. . � � BIiUMINOUS CONCRE7E PA4EMENT
4000 P51 CEMENT CONCRElE ��E� �� COMPAC7ED � . ��� ��
. � {NRE MESH � - �
3'
� d . n.
�
e n ' t > 'd
�iYyy'�'ii��
r`p�`p�`i�i�`5����IS��'� ��`5�,`%��
�� M I
. � ' a'
o- CONCRETE PAD N.Ts.
'442 �ETAIL
INttAI I �110N: �
WFIEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT hiE SECOND WATTLE 71GH7LY AGAINST 7HE FlRST, DO
NOT OVERLM 7HE ENDS. STAKE 7HE WAT7LE5 AT EACH END AND FOUR F00T ON CENTER. tOR E%AMPLE;
A 25 F00T LONC WATRE USES 6 STAKES �� .
A 40 F00T LONG WATTLE USES 5 STAKES �
A 12 F00T LONG WATRE USES 4 STAKES . .
� STAKES SHWLD BE DRI�EN hIRWGH THE MIODLE OF 7HE WATTLE LEAVING 2- 3 INCHES OF hiE STAKE
PROTRUDING ABOVE 7HE WATRE. A HEAW SEDIMENT LDAD N7LL TEND TO PICK THE WATRE UP AND COULD
PULL IT OFF THE STAKES IF hiEY ARE DRIYfN DOWN T00 LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN 7HE
WATTLE M7TH A PoqC END OF YOUR MADOOX IN Ott�ER TO GET THE STAKE 7HRWGH hIE STRAW. YMEN STFiAW
� WATRES ARE USED FOR MT GRWND APPLJCATIONS, DRIVE 7HE STAKES SiRAIGHT DONN; NHEN INSTAWNG
� WATTLES ON SLIX'ES, DRIVE 7HE STAKES PERPENDICULAR TO 7HE SLOPE. �
DRI�E 7HE FlRST END STAKE OF 7HE SECOND WATRE AT AN ANGIE TOWARD 1HE FlRST WAT7LE IN ORDER TO
HELP ABUT 7HEM 71GH7LY TOGE7HER. IF YOU HAVE DIFFIWLTY DRINNG 1HE STAKE INTO E7CTREMELY HARD OR
ROCKY SLOPES, A PILOT BAR MAY BE N�m TO BEGIN lHE STAKE HOIE. . �
11.5� STRAW WATRE � � � �
� � EAR1H SAVER /O(11.518PRP ADJACQ7T Rq15 SHALL
OFi EWAL � � 11GH7LY ABUT
`
��_ ��
^1w`� ��y:.e. �1.`W+'
y � `�' � � �
� �, �� ��
1'x 1' WOOD STAKES � � � . �
�e�-24� WATTLES - DETAIL A
NOTES
1. WATiLES SHALL CONSIST OF 11.5' S1RAW WATTLE - EARTH-SAVIIiS /E511.518PRP OR EQUAL �
2. NOT FOR USE IN CONCEN7RATED FLOW AREAS. �
3. 7HE WATTLES SHALL BE 7RENCHW INTO 1HE GRWND A MINIMUAI OF TWO (2) INCHES.
4. WATILES SHALL BE INSTALLED PER MANUFAC7URER5 SPEdFlCAlI0N5. � �
5. ON SLOPES, WAT7LE5 SHOULD BE INSTALLED ON CONTOUR N17H A SLIGHT D01MlWARD ANGLE AT hIE EN��
OF 7HE ROW M ORDER TO PREVENT PONDING AT h1E MID SECiION.
8. RUNNING LENGTHS OF WATRES SHWLD BE ABUTTED FlRMLY TO ENSURE NO LEAKAGE AT TiE ABViMEN75.
7. STAKING USE WOOD STAKES TO SECURE hiE WATiLES i/2' TO 5/8' REBAR IS ALSO A(:CEPTABLE. USE
A STAKE THAT IS LONG ENOUCH TO PROTRUDE SE�ERAL INCHES ABO�E 7HE WATiI.E: 18' LENCTH FOR HMD,
ROCKY SOII, 24' LENG7H FOFt SOFf LOAMY SqL � �.
WA � YAINIENANG� NO G .
i.IHE ONNER SHALL INSPECT WATRES EVERY TN'0 WEIXS AND AFIIIt ANY SIGNIFlCANT STORAI EVENT ANO MAKE
REPIJRS IXE REMOVE SEDIMENT ACCUMUU7E0 BEHIND WATRE AS NECESSARY.
25WIMENT ACCUMULAlED BEHIND WATRE SHALL BE REMOVED WF1EN THE SEDIAIENT HAS ACCUMUU7ED TO ONE
HALF 1HE DIAMETER OF 1HE WATiI.E. .
� WATTLE SEDIM�NT BARRIER N.rs.
�z� �ETAIL
3�
FlNI91
PAVEMENT
SECTION 18' TO
3/4' DIA. PIN DOVM HOLES �ONT �
FOR No. 5 BAR �� OF STALL �
- �
I ��-6� I 3�-�� �� ��-8� I . . . � . .
PLAN VIEW
6�-0•
PP,ONDE 2 No. 5 � . � � � . � .
BARS/ WHEELSTOP �. � �
^
�� _ � :\�/.\� .
"� u u
SLOPED SIDE ELEVATION ''
DFSIGN DATA � ', .
1. CONCRETE STRENCTH F'C 4,000 PSI O 28 OAYS. DENSIlY 150 PCF. �
2. CEMENT, PORMND TYPE I OR III PER C750-BL � .
�. Ir� 8' I. . VARIES I 8� _ I
. . . . .� I MIN. . � MIN.
' '
HARDW000 STAKES
� � OR �EADMAN (TYPJ
TREE PIT
R00T BALL
. BLACK REINFORCED RUBBER
GUY,IVARE� HOSE (ABOVE FlRST BRANCH) �
PJ.At4 � THREE S7FiANDS OF #10 GAUGE
PJ.A
PLANT AT 7HE SAME DEP1H
AS PRENOUSLY GROWN.
3' HARDWOOD BARK MULCH��� �� - � � �
UNTIE AND R011 BACK BURLAP . � .
FROM 1/3 OF ROOT BALL (MIN): � ��
IF SYNiHETIC WRAP IS USED,
REM04E COMPLE7ELY. . � . � . .
SLOPE TO FORM SAUCER. . � � � �
PLANT BAqCFlLL MIXiVRE � � � � � �
SCARIFY IXI571NG SOIL & BLEND
VATH PLAN7ING MIX 1:1 . � �
AND COMPACT TO 90X . � � . . .
SUBGRADE . � � �
3. ADMI%7URE5, AIR h PLASl1C12ER5 PER ASTA1 C223-82 . � '�. � . � . � � �
4. AIR EN7RAINMENT 5S-7X . . . . . . ,', . � � . � . . . � .
5. APPROXIAIAIE H4GFiT: 380 LBS . . . . . � � � � � �
6. CENIER NHEELSTOP ON PARKING STALL � - . . � � . . . � . . . . . . . .
� CONCRETE WHEEL STOP N.rs. c- SHRUB PLANTING N.rs. �
+� �ETAIL �' �ETAIL ��
'� � � NOTE OFFSEf SIGN 3 FT. FROM iACE OF � 7_3/4'0 12 GAUG� ��
� � � � CURB WHEN RE�UIRW FOR CAR OVERHANG � p
WIUP STRAP � ; . � � 3 8' DIA HDf HEAD �
1LT W/HIX NUf AND °
WASHERS °
1' REBFR FOR '�� �
H4G REMOVAL D� �� � � SEE LAYOUT SHEEf . ° ,.
f'ROM INLEf � � � ° FOR SIGN FACE . ° � �
SEDIMENT CONiFtOL `yA�_�. . TOP O�F PIPE� � . . . . GRA EED o I m � �
84G SIUSACK OR '�,-:- ����4�� . . . . � 1 c . � � �
EOUPL �y ''ti,,,. ,� . . . �, �. . I o I
. `�.: `i . . APPROVED SHEEf MEfAL '� � . . � o � .
""�. �3 p . . TRAFFlC SIGN FACE i� . I o I .
�, •
. � .� .� � � � . �o� .
4 I o I m
� � � � � � � �� � INSTALLATON DETAIL � � � � � � I o I h
� � . . � i- 3/4' GALVANIZED STEEL o �� �-°-�
� � � � S�UARE SIGN SUPPORT - � �
,. . . � 2' 4 12 GAUGE �. o �
. . . � 2 EACH � . . o � � p � . .
SfRMS PATCH, REPNR AND � �
� � � REPLACE D(ISfING SURPACE � �
� E%PANSION RESIRNNf �� � IN KIND. BLEND TO MATCH .� �� o ��
CB SIYLE . LENGiH yAp7H pp�fry (1I4' NriAN ROPE. Y oasnruc oR REaaR nrrv � � 3 z BREAK-AWAY DEfNL � �
FLAT WASHERS) DISRIRBEO AREAS OF R'Fi= .
T'PE 1 CB 24' 20' VARIES � LOAM /SEED-SOD m� o �
Tl'PE 1 Cq 29.5 24 I � . . � OR �4NDSCAPING� � S�
2 32.5 27.5 � m 3/8' DIA. AAN HEAD
MACHINE SCREW - �
� � � BAG DETAIL � � � W/HIX NUT
INLET SEDIMENT CONT(tOL DENCE - SILT SACK �, dc WaSHEfts
NOTES: °
0
�THE DIMENSIDN CHART ABOVE IS FOR STANDARD CATCH flASINS AND INLETS ONLY. THE � �� °
CONfRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. � � � FlBER OR PVC � o
� � - / WASHER p .
FOR NON-STANDARD CATCH BASINS AND INLEfS, hIE CONfRACfOR SWV�L MEASURE DIMENSIONS . �
� IN THE FlELD AND ORDER THE APPROPRIAlE SIZE(S). � � � �
THE INLEf SEDIMENT CONiROL DENCE SHN.L BE OF HIGH ROW DESIGN (200 GAI./MIN/FQ, AS �� � \�/�\ � ��%�����\'/ . � � f �
PER 7HE MANUFACNRQYS SPECS. ��CONCREfE i�/��/ \��\�� . � SIGN o
iHE SEDIMEM CONiROL DEVICE SFWl BE INSPECIED DNLY BY THE COMRACfOR AND MNMNNED � (IF REOU ED) � \���/ - ��/�/ � � � . o
A MINIMUM ONCE PER MOMH OR WITHIN THE 48 HOURS FOLLOWING A STORAI EVENT. FlLTER � ° �
SHALL BE CLEANED IN A MANNER WHICH ENSURES iHAT ALL SEDIMENf REMAINS ON SITE. �� °
� � .� � 1. NPICAL MOUNf1NG HQGHT (UNIQUE CONDfTI0N5 MAY REQUIRE � p �
�. SUBSIITUTION OF A SHEEf OF FlLTER FABRIC PLACED OVER 7HE OPENING OF THE INLET IS NOT . ���IN RLRAL MEAS, ROAD SHOULDERS AND AREAS WFIERE NO o
� MPR04ED. � � �� . . PEDESfRIAN OR PARKING MOVEMENTS AFtE IXPECfED: 6 Ff. FROM � o
�� THE BOTfOM OF THE SIGN TO NEAR EDGE OF PAVEMENT.
RECESSED CURB INLEf CATCH BASINS MUSf BE BLOCKED WHEN USING FlLTER FABRIC INLEf - IN SIDEWALK OR AREAS WHERE 7HERE IS PEDES7RIAN MOVEAIEM SIGN PANEL ATTACHMENT
� SACKS, SIZE OF FlLTER INLEf SACK 70 BE DEfERMINEO BY MANUfAC1URER. � � AND PARKING: 7 FT FROM THE BOTfOM OF 1HE SIGN TO 7HE
� � � SIDEWALK OR NEAR EDGE OF PAVING QF A SECONDARY LOWER SIGN
THE FlLTER SHN.L BE REPLACED OR CLEANED WHEN THE BAG BECOMES WJF FULL is Mourrrm, R sr+�u Nor PRaEcr MORe niu+ 4 iNCHes irrio
� � � THE PEUESiRIAN FACILITY.) �
. � � - HANDICAP PARKING SIGNS: 6 Ff. TO THE BOTfOM OF 7HE SIGN ��
�'�� � � � (NOT TO EXCEED 8 FT TO TNE TOP OF 7HE SIGN) � .
�'' SILT SACK N.Ts. c- TRAFFIC SIGN POST N.Ts.
6zs pETA1L :»5 ' GETAIL
s'
18'�
TN7STED GALVANIZID S7EEL NiRE
� 2'x2'x8' HARDWOOD STAKE �
(3 STAKES PER 7REE7 ��
ncH�H �s sHovm.
� � TREE SHALL BE SET PLUMB, �
. .. .. . AFTER SETTLEMENT �. -
� R0078ALL SHAIl BE SET Y�
� ABOVE THE ESTABIJSHm �
I ( . . � � FlNISHEO GRADE � .
3� HARDWOOD BARK IAVLCH,
� DO NOT PLACE AIULCH �
I.. . 4Ah11N 3' OF TRUNK. ..
3' � SLOPE TO FORM 3� HIGH SAUCER.
PUNT BAqCFlLL MIX7URE. � � �
� UN71E AND ROLL BAp( BURUP
- \ , � `\ ' � < . � FROM 1/3 OF ROOT BALL� (MIN);
- �vi� ivi� i IF SYN7HETIC NRM IS USED.
' � � � � . REMOVE COMPLE7ELY.� �
. IXISIING SUBGRADE, OR
- - TOPSqL MWND COMPAC7ED � � �
12' VARIES . �1Y . . ..
. . . �. . .. . .
TREE PLANTING (For Trees under 4 caliper) N.r.s.
HTAIL
'JERTIC�L RECTAf�lGl.E
.wt..�,.�.»ao� T""'^"V� t
w.
„�y __. C
�
� , .., �
�
1; � �
,
I� � '
SIGN A B C D E
�. 12'X18' 12' 18' 7.5' 1.5' 1.5'
' ACCESSIBLE PARKING SIGN
�ETAIL
N.T.S.
�
FlL7ER J
FABPoC
12' CRUSHED STONE
EXISIING
PAVEMENT
�
� BERM
NOlES:
1. ENTRANCE 1NDTH SHALL BE A TWENTY-Fl �(25) F00T MINIMUM, BUT N0T
LE55 7HAN hIE FULL N1Dhi AT PqNTS WFiEIRE INGRESS OR EGRESS OCCURS.
2 hiE ENTRANCE SHALL BE MAINTAINED IN AICONOIiION WFiICH �
SHALL PREVENT 7RACKING OR FLO4ANG OF SEDIAIENT ONTO PUBIJC
RIGHTS-OF-WAY. 1HIS MAY REWIRE PERIODIC TOP DRESSING W17H
ADUIl10NAl STONE AS CONDITIONS DEMANDIAND REPAIR OR CLEANOUT
OF ANY MEASURES USED TO 7RAP SEDIIAEN7. ALL SEDIMENT SPILLED, �
DROPP£D, WASHm OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE
REMOVED IMMWIAlELY. BERM SHALL BE PERMITlED.
PERIODIC INSPEC710N AND MAINTENANCE SHALL BE PRONDED AS NEmED.
���� � �'�w ��
F�]���1`��:I;I�i�i; c�. �t,7�.�'�,Yilc�
BAXTER NYE
ENGINEERING &
SURVEYING
Registered Professional Engineers
and Land Surveyors
78 North Street - 3rd Floor
Hyannis, Massachusetts 02601
Phone - (508) 771-7502
Fax - (508) 771-7622
www.baxter-nye.com
STAMP STAMP
' � A_I.=� � .
�:1�ZNOFMqss \\:
. . � � y��a. 9p\
° �n MAWlEW ym�;. .
�c- STABILIZED CON TRUGTION EXIT N.rs. s � c°D° N k,
� e F;�.43183 ��
� �ET%e►IL . sa,�� �o ,�
�,FS �1srEa �:
IMPERNWS ��". S/.NAL E%' .
SURFACE TOP SDIL MI% 6' MIN. COMPACiED DEPTH - . �
VARIES � � � LOAM AND SEED
� FlNisHeo cRnoE C O N S U L T A T
'. .. . ,;.o t.�• ��,o��%\\�/\�%\\�%\\�� . � . .
o:•
e, :,� .. .. , ; %`//�//�//�//
.�, .�, .�, .��
'•/ �/.�//��/ cP � o�� , .. g /\ /j�j�� _
�
� ° o O° � � o / BLE ELEC7RIC
�; %/� ° 0 0 0 O�`//� WARNING TAPE 6' BELOW
z� \�� Q o (p � o o ���� GRADE
m� j\\�/ ° o �� 4' � o o° o �\ co ouirs �Nr�sj �Ecnnori C O N S U L T A N T
'� jY� � e� o� 0 o O o � COMPACTED FlLL
j\�/ p° �° 00 �� 8 O ��\ j Sqi.D40 PVCHALL BE 4'
�/ - . ' ` � :'�:• ' TOP OF DUCTS SHALL BE .
" �\�� � �i :�'; ' �. ` �• \�� NiRm TO DUCT SPACERS. . �
^ 4 �+-� .., v
��� , ���•J`.: �.'�,/.� J /\ �/�'.� '• : :.��'. �./ I MINIMUM 4' CONCRETE �
� � ��~� 1.,/',yn`• \..{ � ENCASEMENT AGROUND
M N n �� . . ' . I i : � •. . �' � ���� EXTERIOR .
.. :. ' , I �. �:' . ;` �:,. /\\� PROVIDE CINJTNUOUS �4
�/ I �; �/ S7EEL R�NFORCING BARS AT P R E P A R E D F O R:
�\� �:�'�.:�`• F ' � � LOCATIONS SHONTJ. BARS .
� . � � �{'; '-� �� � �' � .I �..' ���� N7RED TO hIE UCT SPA RSE
;�4 ..
� �i �::' � :.'.�;�:':�.:�- ; . =. . �i OVERLAP ALL ENDS A Great Island Plaza LLC
� � � � • ���� MINIMUM OF 6'. � �
`�i �i� ��� �i �i���i�i� � Chaya Rosenberg TR
� � •�UNDIS7URBED ACCEPTABIE �
� SUBGRADE OR 95X COMPAC7ED QA Q}ale �7Lree�
� 3. � GRAVEL BORROW � U`'f v�
PROVIDE IN7EHLOCKING PLASTC �
4• 25• 4• SUPPORTS AND SPACERS AT BOS�OI7, �MA 02109
� INTERVALS NOT EXCEEDING
5' , iHAT PROVIDE 3' VERIICAL
36' AND HORIZIONTAL SPAGYNG
� BETriEEN �UCTS
NOIES:_
1. ANY PONER (PRIMARY AND/OR SECONDARI� AND DA A/COMM UYOUTS 910WN ON 1HE SIlE �
PLAN SHALL BE INSTALLED PER iHIS DETAIL IF A SPECIFlC DESYGN IS PRONDW BY 7HE U71LItt � .
COMPANY OFi AIEP ENqNEERS 7H0� DESIGNS SHALL SUPERCEDE THIS DETAIL
A� � WC1RK SN i i B IN A.OROAN � Whl TH �il ITy OMPANY R•� ATONS. ��IFl .A710Nc
ANO DETAILS. SPECIFlC REFERENCE TO EVERSOURCE/NS R Recuunori cnoo. P R O J E C T T I T L E
2. SUBBASE OF DUC78ANK SHALL BE ACCEPTABLE UN01 7URBm MA7ERIAL OR GRAOEL BORROW �
COMPAC7ED TO 95x MAXIMUM DENSITY PER AS7M D155 . � �
3. PROVIDE 4000 PSI CONCRETE FlLL AROUND DUCTS. �
4. IN GENERAL DUCTBANKS SHALL BE CON57RUCTED US G FORMS FOR SIOEWALLS. IF SOIL � +
CONDIliONS ARE SUITABLE/STABLE iRENCH WALLS MAY E USED AS THE FORM. PI�OpOSe� Re�eVGIOpITIeI�I
4. DUCT SPACERS TO BE USED AT 5'-0' CEN7ERS. BE DUCTS. .
c- UTIUTY DUCT BANK POWER, DATA�COM) N.T.S. 606-610 Main Sfreet
�2 pE�.��L West Yarmouth, MA
Q JKL 10/i/2019 ZBA SU6MIT7AL
iQ JKL 9/6/2019 SI1E PLAN REVIEW SUBMiTTAL
DATE DESCRIPTION
SHEET TITLE
��'�a1�� �'�i1
SHEET NO
� �
D A T E: AUGUST 27, 2019
S C A L E: NOT TO SCALE
FOR PERMIT ONLY - NOT F R CONSTRUCTION DRAWN BY: JKL CHECKED BY: MWE
� J O B N O: 2019-004 F I L E: 901G-404 D7.dwn