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224,234 HIGHLAND AVENUE - ZONING 2N Ni pWd ave __ MATCH LIS A —— � O ■ TTI ip 1 ,SL 1 II N LA � N N W ■ w 1 m f Im p '• I 9 7 ep■ age Bt 91 q N N i J cp (A I•pl N 1�1 A H 1 _ Zl'6£Z Z 1 dl I m ONn STREET I O r o ,^ I H > it N 1 I OA a v C V Q V m;< s 1 O 1 —1 v W W C4 Q Ois sp� � I 1 7 sp�« ' s 3 N9�S a+►a AJ C m n� o cow CONSULTANTS, SNC. �Y w 111 Proposed Building Layout o� CO F m, w Omi 224 8e 234 Highland Avenue 0 ® �. 4soa; 875-M7 -eSalem, Massachusetts lor s NO DATE REWSX)kS - A 1 GpCtK 0XV11"M - ~ ; C 04/04/M GENMAL ProM S •. -' D 1e CElQ�IL Rirt701fi ' y ZONING TABLE PARCEL 1, PARCEL 2. PARCEL 3 PROP. SNOW STORAGE AREA HIGHWAY BUSINESS 8-2 DISTRICT 52 07'34" E .,_-•: . P 240.03 DIMENSIONAL PROVIDED ^�- '_ - / REGULATIONS REQUIRED ;.: PARCEL 1 PARCEL Z PARCEL 3 cCo C�• _ PARxfNc SPACE MIN. LOT AREA 12.000:SF 13.711 SF 52.824 SF 98.345 SF AVENUE Z w/ r otr+ArrO MIN. LOT WIDTH 100 FT 103.62 FT 208.95 FT 346.59 FT _ o0 ;• � ''�,4""r o? '? 79.86' MIN. FRONT YARD 30 FT 81.49 FT 6 3.6 8 FT 88.64 FT o _ otaY N ae PROP. BIT CONIC_ PAVING MIN. SIDE YARD 10 FT . 20.86 FT 1 0 F7 1E1r PROPOSED DUkAPSTERS FENCED IN ENCLOSURE WITH 2• 50.06 FT B' HIGH STOCKADE FENCE �'' 9 spocras - O s MIN. REAR ,YARD 30 FT 61.64 FT 63.4 FT 79.86 FT 0. . 2 spaces 43.00 AvEHUE A _�-- DISTRICT r. : HICLANO . - MAX BLDG. COvFR .: ►five R-1 DISTRICT_ -- --: ------ ----- ---- --- -�•-� "� � ..�_� 10X 22.6X 8-2 DISTRICT S s o B-2 DISTRICT MAX. HEIGHT (FT) 30 FT y=` ? 02 22'..yy --�- 0 47.32 50.67 X6.98' 5 51 53 36 W 102. 7I z f PARKING SETBACK _ • y 130 00 50_ t 5'X5' CON C. PAD FRONT YARD 2 FT 19.4 FT NA 14.97 FT - : + _ 24.00 2-00' 1 BACK- PARKING SET 1 - N \ - _- PROP. PRECAST CONC. CURB 2 FT - - SIDE YARD10.O FT 51.6 FT 2rT PLAN- _ LOCUS !� LAN �; ��� - '. PROP 10'X20' CONIC. PAD : 0 12.00 R� PARKING SETBACK R o S 2 FT N A 4 6.7 SCALE ,-=sod � �l�, •pp op. - PROP 10X50 CONIC_ PAD : _ REAR' YARD FT 13.2 FT o_ F'EP BOYS SEAL i PER 150 SO FT. N 52-15 34 E RA PARKING y , +9,500 S.F.-7,800 S.F.=11.700 SF 107 t�OF _2.20 _ cy A/ t32.33 28.00' PROPOSED BUILDING w N X1,700 S.F./150 = 78 SPACES SPACES 30tsrt 14 SpaG85 N M. 411 to FF ELEV. = 1os.� r� s GAR WASH A ,� ha•27180 40 WALKER sEtvlCt_ �A FF a.E�r. = 1a3.00 � - PARKING • o ��► 1 PER 15'0 SO. FT. / 3,130 SF j 150 - 21 25 SPACES Fs n 24.00' .. S Spaces D- d PARKING QUIKAVA _ 8 SPACES PROP. PRECAST CONIC. CURB 5 EMPLOYEES/1 per 2 EMPLOYEES=2:5 +� . 79.00' � - © 5'X5' CONIC. PAD • :2' a trJ I 5,spaces D c� ,e c.+ , o . o y CONC. SIDEWALK EELCH AI ; - ? A •' > o m RAMP 1-4 28.00' o o SELF WASH BAYS 12• ,Q m `v 95.67' 12.00' (} �,� 12 apocec 20.86' PARKING SPACE cn PARKING SPACE _ � -• � - 88.64' - 9 xy�' TYP v W/ 2' OVERHANG 17 apoces ,, - oyalag 14.'97 -ag+! � 82.68 PARKING SPACE N DATE N 63.68' 9'x1T (nrP.? N W/ Y ovEw,ANc 1 - r*I j w I � 20.57 346.59' S 51'53'36" W , 103.6 S 51'53'36" W 208.95' - L _ . _ _ _ __ � .._.__ .____. ._-_._. .. _- - - .. .-_ . . _ � _ ___---•-_. �- ,4 �3a' �....._....._ "'" ^"' - - _- - �` 11.00' t Q� PROP. 1 x 20' PAD R = 30.00* m Li FOR PYLON SIGN t-'- 33.45' : Y PROP. VERTICAL GRANITE CURB �z Y _ _ OR02P) PUS 59 00 6 0 61+QO i 62 00 63-x•00 6 00 65 00 66 . 00 STATE CHWAY LAYOUT AVENUE1946 )HIGHLAND N 52'1534! E j _ -- - -- -- 888.98 PROP. VERTICAL GRANITE CURB -.rte _ i • LAJ • y AVENUE HIGHLA . Od 59-00 _ f {]1 : ' •`Ati Nth _ LLJ log . I _ a • _ .. - __ I LJ 4 ' - ' i • MW /Ny�y l�T� + fay► 1614.55 1Alf� 1A/1�7�J�J�77�.7� f�1M :. EH STREET 11 i SPE SUITE 119 FRWND A11;a IIIA 01701 TELrl '875-2657 m FAX. -6 675 617 Z AVENUE HIGHLAND - __ ..___ LAYOUT AND MA IALS 67 00 -•{„'. _ N -. -- 603-32' ' S 51'21'05" W ,. 1. ALL EXISTINO CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY 0 GlcA ENGINEERING, INC., HO'LLISTCN. MASSACHUSETTS, IN JANUARY, 1995. 0 15 30' 60' _ 00484w0o4 I� I , MEMO_,. -.---. �.__..._.-_- -_--MEMO I MEMO-- .. .... __ _. _ ... _._ .._..._.__-__.�_ _____-._._. __._._._...__._._ '_.. .:.,..J._._ .. .._ _._.___..,._-_.a-__. � -_- _ .,� _ i -._,_„ ._ _MEMO MEMO MEMO--_ MEMO MEMO--MEMO _ .__ .. 1 l l_ _. -- .- _. ._MEMO � MEMO---- -__-. __ _._...._._.�., ..-.__ __..__._..-MEMO-. .._ ".. r - _.. ' MEMO- - . _...._.__.-..___.._._..MEMO-`.-'- _`r-__..-_._- �` ...r...r...:,.u.._iy '.1 �__ _ -- - --- --- -MEMO--- - --- ----, _. - - - __. _,_.- - - MEMO--- MEMO--- - -- - __. _�- MEMO MEMO---- ._..,,... >,..r-;r1a: ry ..vTw,R_�"+t^"-v rr xi'a•_._K�, -:. '!- n -n.. ., - _ w,. .. _ _ ..,. - _ - f :: _ r ', a ,... :.-' -_ '{ .. _. - ' t » - : , (/ _ . I .,. , . , , 1 IL i VISIONS , NO DATE f2E .t,: ;.; ,. A 02/13GQJERAL REVI9ONS ' . - . I I.I: I I I-,I.t I � L' I I � - I I . I I . �� . ) L � I 1 J , . 11 I K f- / I W I, G,. : hck _� - ZOIN!NG TABLE - LOT A & LOT B , ' . SNOW STORAGE AREA j j; HIGHWAY BUSINESS 8-2 DISTRICT PROP N 52'07'34. E �.\ / ) t� p 4 j p 2 0.03 fJIMENSIONA`� 1 REQUIRED PROVIDED � m : � ✓ , 1 EGULATIO vS1\ 11 LOT B 0 �� ry� j,� LOT A .' , CLo� PARKING SPACE -'+ . 0 AREA 20,000 SF 66,535 SF 98,345 SF , �oaL -_ VX17' (TYP.} ,. v�Roov s7R ��' f AVENUE Z w W/ 2' OI&HHANc Iv�LN. LOT WIDTH 100 FT 204.84 FT 191.97 FT ' 10 0 cR� ao 791.86' MI�V. FRONT YARD 30 FT __ 65.6 FT 89.97 FT A A . � ' O `� � - _� ar`,'- rn PROP. BIT CONC. PAVING MIN. SIDE YARD 10 FT 12.0 FT 50.06 FT - L.' NUE �I 19 -� m 9 spaces MIN. REAR YARD 30 FT 63.4 FT 79.86 FT , spaces 00' A A, Oi �� 2 spa 43. t AVENUE , HIGLAND �,. 22.6'10 _ _ _ ._._ ........_ ._. _.... _ _._.._ - -- MEMO- � -MEMO - -w R-1 DISTRICT;. I o VE1VUE R 1 DISTRICT MAX. ELDG. COVER 25� 10% t -,-_ i a"\ 0_-._. MEMOMEMO - -- B DISTRICT I �► '��_ o "�"�1'�'3�'''VJ T�'?'S'� 2 D TRIC MAX. HEIGHT FT 30 FT I 8-2 DISTRICT , S 62'p2•�2� \ ..fes ^ 0 47.32' 50.67' N N 76,98• 5 51 53 36 W 10 ,07 t3o,00 PARKING SETBACK 17 01 . t i 50 14 t 6 � ' 5X5 CONC. PAD FRONT YARD 2 FT FT �' �, ,. D 24.00' PARKING SETBACK I I PROP. PRECAST CONC. CURB 2 FT NA 0 FT* , - - - , �0 SIDE YARD . F - - " I X41 PROP 10'X20' CONC. PAD . - ((�� o (:i �\ ---.O,/ - _ MEMO -.. Lo cu S PLAN cr _ � PARKING SETBACK ` ' ; , 0 12.00 R�� AS 2 FT NA 13.2 FT J, SCALE i'=Soo' . R�� a Oo_ PROP 10'X47' CONC. PAD REAR YARD J . , _ _ - O_ , - SEAL . q. .,1 �� %f '00- -- 4 00' �, 1 PER 150 SQ. FT. .` _ N 52'115'34" E �� PAR•JNG 1. , ' }S 19,673 S F.-7,840 S.F..=11,873 SF 108 _A �: , 9 .20 30.00' N 11,873 S.F. 1;50 = 79 SPACES SPACES t� `J' �s a., ' rtr QCs ,� So.00 PROP©SED BUILDING W N / , ; 7 Sp0 PQ _ PROP. PRECAST CONC. CURB Y �, x t Ir � FF. ELEV. = 103.33 a � , 11 I ' + t,i �,, �' SERVICE AREA FF. ELEV. = 103.00 w s CAR WASH ' , r' t I - ,) L � p ii I 0 T !� �' PARI(ING 1 PER 150 SQ.?. FT. / 480 SF / 150 = 3.2 7 SPACES �� !` I • Q 30 (� I 24.00 D QUIKAVA 3 I L.IL I �"� 5 EMPLOYEES1/1 per 2 EMPLOYEES=2.5 8 SPACES o••� I - 79.00' °' , 1 F r '; _ V to Q 49,7 5' of o0 5'X5' CONC. PAD 12, D a' -n N CONC. SIDEWALK- 0a _�'% . ow A Q o EELCHAIR 68.47' , Q • I, , i = u, 28.00' t < e o `� N 12� VD o SELF WASH BAYS 12.00' ID t- . •1. _ 80.00 t ,spocescv ,_- 2 � 20.86' `2p 00 ,�,, ' 1111011111 -{ 18.00 c I 9'X19IN(TYP.) _ PARKING SPACE 9•X17' (TYP I _1- - - {� i 89.97' 17 spaces w/ 2' ovERHANc DATE G SPACE I , I I p DRAWN : NOVE11BER 2q, 11% I " m - 76.68' 46, E 141- , _ , N W PARKING SPACE ^� SCALE I 1..��, I O) \ -9'X17' (TYP.} , I _ F = W/ 2' OVERHANG 1 - - m S 4 _ ry I I 1 If - -•t-MEMO 51'53 P 20.67' S 36 W ' � 1. I 1' I l a, S 51'53'36" Wmlo 1- 346.59' ! _ S __ , i' I 11 \ O• PROP. G ., . ,.t __ . �_ t __ _ ...__ _. w... _ _.,, .._ -_b_ , _ - -- -- MEMO' - _� . .�Y_-. �. -., : . I _, w}__ _ ___ ,MEMO-r-_ _____ _.._:_� �M_ _ - ,r MEMO- 7 _ Im . __.._�_-_MEMO-- _ - -_Q _ R - .0 00 �. __ _ ,_ti -._ . . _,�__ _..___._.. _MEMO- _ __. _ _- _ _.___ .. ,. 'r.- ,' / � r - 3 .�, .. �. »«_-,..,-. _...,.,,,, r.,, _. - MEMO MEMO w L = 3 .46 __ .. . ... .,__�.s..__.N :� W .. _�.. I I , - _ z i Z v J J P R -, 0 VERTICAL GRANITE __- MEMO - PROP. ITE CU - _ �--��:�-� .a T _ _ _ _ ._-_ _ ___--_ PROSES _. . 1i I c� _ - _, _ _ _- �- I _.- ._ MEMO- - __._ _ F , - z - _ il- -11 1. US STOP 4 ,..,. -__-. _a�.�. �.�.r T ., _ _, _ �.....�.,...._MEMO.__��-...,... ., .._ . c _..__.....�,�,,.�._._._.:.._::..,,�.,-T.._. : _- MEMO--- 1 G - _ - - , :. , - ,..:r+.w-. -s:-..,.. ,®_..ce.m,+...-,�.,®... _-�._..,MEMO-- -...._....:._.....».w,... .. _._ za. I a - 6 0 fi5 00 66 00 67 00 - 62+00 63 00 0 ,, ; - , . f 61+00 59 00 60F I . : ' - POUT U _ _ .� GHWAY a F 1946 STATE LA ATT_ ___„_ > .._r_ T ___ z.. - - . " " . F ATPD r _ , , I I . 1 . ___ s. I . I . . I � r MEMO_ .v...m...a-+.-ti___ es�,..e_._-+r y ,H �,., ,z �_�_�..._�.- . _ ._�► - s. . __.. a. �� � .. ___ _ ROP. VERTICAL ,• ;l _ _ _� 888.98 r ( � 4"N 52'1534 E y� 1. . i {� I URB 11 I I1. -•MEMO---r �" , I �, , .,. x ,h Ile / t f> i , I , a L - �3 1 I , ;. . 4, I I - I 11 - - _, - - ". 1. -, ` _ r, - k , ,_ .. , - 5 e i 1 I - .._.._ F - ` ` - : 1 � 1 !I ;_ � i f , : r . I . . 9 t f • I I L I 1 . . / - . I , / � L, %­: IL L. I L� I I I � I I II , I . L I „-_ k, . II - 11 I �, I I I .I r, 1, , L I I I I . I I ! I ­ I . � I . I A , ND - ,� L­__ { t , ` _ 3 �l -, I t I r. I \ AVE U I < G RLA --,___-.7_ I I I , - L . . - I L . I I 11 "t L 'L, ;'1 . P, --- � -'-.� I 11 � . li 11, .- �_ L L . L I I - I L " � � L I I ­� . I I I € S ] � , . I'''. L:1 I I I � I ­� '� " . , , 11 I I I L �__ ._.� �I L ». I ., f, . � � I r' ll. I 1, �� I ''I ", :� _�­ I � I . , . I . I / I. , �1 11 I I � r� 1. 1, I I - . I L I I. . .11 I L, � L I I L �11 1. I- I _. .�:, . . , 1:11 I I I - L I I . I . L I � I r - :, 59 00 � ,, 3 I - II ;: \ , __ I _ 3 I 1 3 I � } I } - I I 11 .- - I , r , T -JL a p.•++t I _r r ' Q I'll I. 1 I: . �, � ) , - " - * - - F 1 { - - ,S .. -. , I-. S. • " . It - { 4 f: - - i 1 P J Ii11 , , . 1 G, 11 . , L, I I 1 s. /( • . .. - - J / r _ - - k I I ,; G , .,'..i - , r. .. :. t { - .S : .. ,. - , I ;. - " 3 - - r I I ,L llo .-� - - _MEMO- - _.._ -- t ,: . . r,.. .. ,' . ': _ i , , • " _ ,. .. '.. .. MEMO` . , -. - t k .. 1 11 i I - - - i I I - .. p - I W. ., ,', , `' I.: L I- ' W.. YY..VY�� � '.. -� - I - I11 „. - .. 5' . 111 SPEEN STREET . 1614 5 __. ____ - _- __ .�. SUITE i 19 _ _ - .MEMO-_ _ __ �- - ._MEMO _ -_.__MEMO-- -- :_ .._ __ -- _�___ _ -____ - _--.___ ..-- -__ ! . ,. _ .-. FRAMINGHAM, MA 01741 P I I:r TEL 508 875-2657 f I '�11' FAX. 508) 875-6617 , P . I . _ R '� 00 l , k wl .1 @ i - . L - Z : I ' ': ��-­�­��_.-'-,�=­ I . . I - I *1 IL� � � " ' -, � I 1-� I'll � ­ I I AVE AN Fp ` S I ., ti- .. ,. . .. . "L '� �"_,"_-­��, ­: ­l LI- 11 . J I .�--- - I I . . I U �'*' __ , � " �.� - .. . ", . I I I I ",-,. I . . = I _ .. -_.._ ..-am- .__�.--.a_-_:_MEMO-- - -11 -----.--'- __ r MEMO - .z. �.�. __ . _ _ , , d • � I LJ4Y�UT �4�D . . MATERIALS - t,:' , r . I 67 0 0 n. , r , .,,. , .. ` ..,-.. i - . . . II I=, co) IIZ�, S'51'21 05 W 608.32! 1 ALL EXISTING CONDITIONS OBTAINED) FROM A SURVEY CONDUCTED BY GLM ENGINEERING, INC., HOLLISTON„ MASSACHUSETTS, IN JANUARY, 1995, 0 15 30 60 -»', 1 . _ r , , . 4 . u . , I E 11 v&to-(g A so�'j L I - G - • � i _ I t tI. - ' . �l MEMO_... ._ .-_.,­ __'. ,MEMO... _ MEMO ____._.._ �� - MEMO - - _ - i 2'-0" NOM. GROUT SOLID CMU � " < �' E 12 1/2 EA. SIDE OF BOX ` 1'-4" M.0. M.O. 31 SPLIT-FACE CMU PAINTED EQ. TO BENJ. MOORE 1480 (GRAY) W � SEALANT ALL SIDES _ ��W ( ) 32 SPLIT-FACE CMU PAINTED EQ. TO BENJ. MOORE 879 (WHITE) J :5 zo f I -iaa "a r— — i VALVE BOX/ N'� 33 SMOOTH FACE CMU PAINTED EQ. TO BENJ. MOORE 1480 (GRAY) < w7N� NIGHT DROP BOX W ACCESS DOOR 3 g Z' I FUR'S. BY OWNER o, 2 (I I INST. BY �' �- — --1 AS SPEC D 34 AL PANELS, FACTORY FINISH (WI-;ITE) / REF. E C.S. DRAWINGS po z wNE � aa"c� CONTRACTORo _ 35 AL PANELS, FACTORY FINISH (RED) / REF. E.C.S. DRAWNGS n o 0 • O ACRYLIC WINDOW `w C SMOG FACE 8" CMU J aco AT BOTTOM L ' PTD. D 36 ST DARAL T NGD COLOR SIMILAR 0, FACTORY FINISH (631 Y), (INTERIOR) °c _ 0 EXTERIOR Z Q co O AL COPING, FACTORY FINISH (RED), COLOR TO MATCH 35 , o GROUT SOLID CMU 3 PPG CUSTOM CODE3XMR99031 'PEP BOYS RED' _ EA SIDE OF BOX Fl . FIL .= o °o i 38 AL GUTTER / RWC, CTORY FINISH (GRAY) EXTERIOR SECTION COLOR TO MATCH 36 NOTE: PROVIDE ESCUTCHEON k SEALANT AT ALL t FIN. FL THRU-WALL PENETRATIONS (HOSE BIBB, OUTLET, ETC.) CTI-ONELM - SEALANT AT FLANGE a NIGHT DROP BOX 3/ �_o� 527 WASTE OIL ACCESS1K3/x4-L' �_� 526 FINISHES KEY ;�"�; 525 c . 7 6.7 6.6 6.4' 6.2 5.4 5.1 LT. FIXTURE 37 36 1 1 4 35 3 ROOF N 1 ALE I T.O. MASONRY I I I I I I I I I I I I LT. t FIXTURE CI i y - _ 31 `i 31 0 �. D Mle �j 32 D O e O D D Q O D vV N { 31 0 31 ' � o00 000 000 000 000 000 . o00 000 000 000 000 000 __ .. o00 000 000 000 000 000 000 000 000 000 000 000 FIN. FL o 0 0 0 0 0 0 0 0 0 0 0 ' SERVICE ELEVATION ;��`;�_�• 51 9 j T.O. MASONRY 11 LT. FIXTURE co ---_ROOF GUTTER 31 RWC RWC RWC RWC RWC RWC 31 3�2 CJ CJI CJ CJ ICJ C., CJ 38 33 32 I TW. C I L. 42' HGT. GUARDRAIL o — — — — — — REF—. DET. 111 — — — FIN. FL. d Y 'WASTE OIL � E. 7 REF. CIVIL FOR ACCESS DOOR w z < ' LOADiNG DOCK LADDER COLLECTION OF STORM REF. DET. 526 n t REF. DET. 112 WATER FROM RK a SCALE, . 513 A y REAR ELEVATION 1/8 -1 -0 5 � a &Igo " • 3 4 5 - 6 36 7 T.O. MASONRY O s` BEYOND ROOF UNE LT. FIXTURE LT. FIXTURE LT. FIXTURE T.O. MASONRY _ co 31 fl I--- --- — — — — — — — RE DAM .� 32 PRE JM. 3/19/96 Cj CJI CJ I CJ I CJI CJI 32 31 42' HGT. GUARDRAIL co REF. DET. 111 31 FIN. FL _ � BOYS STORE W.. SIDE ELEVATION %$�,_o. 507 °°�. �.: Q Q 18�-8" 28'-8' 181 -8w 161-8" 4178 v DRAW C?�£CXED: TURN AL COPING — DNC JAH DOWN TYP. A B 36 36 C 36 D 36 TI, 96-04 SUPERCENTER T.O. MASONRY co moa No. Acnes+ ups: T.O. MASONRY LT. FIXTURE ROOF UNE LT. FIXTURE . T.O. MASONRY _ D D WN) NOTECONTRACTORS SHALL _ �fc LT. FIXTURE � � M��� 31 e ° ° 89ORE�PR COSTING NTTHH THIS 31 W'ORIC ANO NOTIFY Tt� ARCHITECT 1tUMATELY OF ANY _-d- C'14 I I 32 Dl-OVANCI£S. . ao = � 32 I I CO I N N `n CJ CJ CJ CJ CJ pR�wNG n — N N = 31 CJ co 31 EXTERIOR o I I ELEVATIONS AN. FL NIGHT DROP BOX ©/ ACCESSIBLE PUBUC PHONE REF. DET. 527 A- 5 FRONT ELEVATION �8'=i�—o' 1501 CRITERIA : CAR WASH / Quikava/ ATM CRITERIA : PEP BOYS • 05 S -.2- IC O G VJA BVSItJ� - iz 1 G zoNE . NIGE-IwAY BU51 0 � � + ) D1 T2 T z �1 � . NI N , Y o �� ( a 2) Dl�T T LAUD ArzE A , 66,, 130 , Z A - ( L o-r A) L Arl D AREA . 97, 18(0 2,23 A. (L OT a) BLDG A 2EA : 5,60 D + 490 -+- 144 = 61 23 4 i3L DG AW-EA . 22,371 m LoT DOVE iZAGE . 6,234 66, 13S = 9 % LOT GOVE-rZAGC- : 22,371 97, 15 = 23% (�A �zt�-�tJG CZEQ'D = PAfZKI�G� rZEQ'D : 22,371 MW06 7,500 = GAcz WASH /ATM 5,6Oo + l44 = 5 74 � ° M10Jh 500b I�,871 150 = 99, 11JGLODi06t miM 3 ci a N (6TorZAGE = 5,244 Ir2o 55 , lQ6L-UDIt�G N111J 2 1-IAfJDIGA(�PCD SFAGES Z HA0 r,>IGAPPrcD SpAGES pA1Z I�ItJGI p R OV IDc-D : ( 1 GZUIkava. ; (49om) I Fc-:a 2 EMPL.oYE56, :• A,56uME 4 GLVDltJG 3 UJ CM�LoYEES PE1z h1-11�T :. 2 PAGES + 15 ADD171otJAL (l0CL-uc)5-'6 1'L "4e RIoQ SeRv►G6 aAY6) - 17, 1066-UDIIJ61 MIN 1 HAQDIGAppEn SPAGE cn W � TOT^ L PAQV- 106 rzC-Q D 35 -+ 17 5'2 6f7AGEh 191,9? O w � PAhI-II)G F20VIDE0 : 13 + WA-5v4 7 ( (QcLUDE,, I HAODIGAPPSD SPAS) -* VACZIA0C5 215Q'D . o — CD 2 ~ LoT A� LOT 13 --� N a W X8.441 147 62' X58 ® � �` Q , --- 133' T12UC K EXIT �— 1- DRIVE _ �n 7H52U ac i W PEPBOY9 Q SUPERCENTER - W Q r LA Id til' 24` I9'. 19' 30' o --- ; x - - ��- - - 22,3710 Z , Q iL Qui kava o J w ovE12LAY AT �IST�IGT , '� 3 I M 0 12' 12' 23' 1g' 64' 19' 9g � wA6m B y6�A u- (4.6�L �4' '5,600 t�7 m 5 : -- 0 l 16 0 RIO i8 = a4 w 3: T 3 H.c. + 9 0+ Y • o N -+�► -� M U,\ LLN lig ui < O (3 C w _ 3 0'Z.7(0' ® 3 4.6.38' � v rYLoNI N H I G H L A N 13 A V E ire! v E mia 0. { 1' w 'a• r ' � Q sit 77 N a f c _ 2'-0" NOM. 12 1/2" GROUT SOLID CMU 4 1'-4" M.0. M O EA. SIDE OF BOX 31 SPLIT-FACE CI<.!U PAINTED EQ. TO BEND. NOTE 1480 (GRAY) � r 7 >- SEALANT (ALL SIDES) 32 SPLIT-FACE CMU PAINTED EQ. TO BENJ. MOORE 879 QMTTE) _ cow J Z d ' Q 7C1 �� VALUE BOX/ N o 33 SMOOTH FACE CMU PAINTED EQ. TO BENJ. MOORE 1484 '(GRAY) -� u r N v IFNIGHT DROP BOX " ACCESS DOOR I N A ��z�N FURN. BY Of"'NER o , I _ { L_ ___ J AS SPEC D 34 AL. PANELS, FACTORY FINISH (WMTE) / REF. E.C.S. DRAY."NGS �� I INST. BYCL CL CONTRACTOR o o p 35 AL PANELS, FACTORY FINISH (RED) / REF. E.C.S. DRAWNIGS I! Q 11 N o SMoo FACE s cmu ACRYLIC Y'TIDOYI vim, PTD. D 36 AL COPING, FACTORY FINISH (GRAY), = J AT BOTTOM - co STANDARD COLOR SIMILAR TO 31 }- (INTERIOR) oouj + X lOR z `� 37 AL COPING, FACTORY FINISH (RED), COLOR TO MATCH 35 , o GROUT SOLID Cis{U O PPG CUSTOM CODE 13XVIR99031 -PEP BOYS RED a EA. SIDE OF BOX � FI FL. 38 AL. GUTTER / Rr,.., CTORY FINISH (GRAY) + + EXTERIOR EC ON COLOR TO LATCH 36 i7 CN S NOTE, PROVIDE ESCUTCHEON & SEALANT AT ALL FIN. FL. THRU-WALL PENETRATIONS (HOSE BIBB, OUTLET, ETC.) KCTION A SEALANT AT FLANGE P.L. SOLE SCALE: SCALE: NIGHT DROP BOX 3/��_,�_a� 527 WASTE OIL ACCESS 3/4'`,'_ 526 FINISHES KEY , � , 525 _ co-1 t� 7 6.7 6.16 fi.4 6.? 5.4 5.1 4.9 4.7 4.5 4.3 3.8 3.5 ? 3.3 3. LT. FIXTURE 37 36 34 35 37 , 36 s '� f 1 1 iT ? � ROOF LINE I ! I I I � I ! T.O. MASONRY LT. ► - -_ `'' FIXTURE . � r - 00 31 - . D D D C-- _i 32 © o� D o CZD O © C) C� © C_� O © C� C.� CDU CZZD CZD © © C� C� © © C� OC� OC`� O C� ©' © 31 CO COO C: OC> CZD COOCO © COO O00 © C:7 © OCOCO CO CO © 000 C� COCO O =1 FIN. FL. 0 0 0 0 0 0 0 0 0 0 0 0 C , vI G ELEVATIONscaE519 SER E 1i8 1 0 E D C B A 36 36 T.O. MASONRY T.O. MASONRY LT. FIXTURE o J a co LT. FIXTURE ROOF GUTTER co 31 RV'�'C RY�'C RWC RVb'C RN,� RWC 31 ----------_'`" CJ CJ CJ CJ CJ CJ 3$ 33 _ oo + 32 I 33 N 31 I 31 I I I I FIN. FL I 8 SERVICE d Y 41ASTElIL ._____ ACCESS DOOR' 4 w � i REF. DET. 526 SCABz Q 8; { REAR ELEVATION 1/8•=��-o* 1513 A ��� , � T.O. MASONRY 3 4 5 6 7 � BEYOND ROOF LIME LT. FIXTURE LT. FIXTURE LT FIXTURE 36 LT. FIXTURego ' T.O. MASONRY co ,[ lilt _I H1411111 I '[ I I CJ CJ - ri 32 T -- CJ I , CJ CJ CJ CJI 32 25% 4 23 96 I M I ( I 42 HGT. GUARRAIL Co I I REF. DEJ. 111 0 31 � _ i I I I FIN. FL. I , I • • 1 LOADING DOCK LADDER REF. DET. 112 r SCALE- 0000 SIDE STOFE No.: SIDE ELEVATION ,�_,�_o• IdoLCO4. NO.: 18,-8 28,-8„ t8'-8" 16'-8„ 4178-1 PRax'4: CN'CxED: TURN AL C PING JYi'V . Di�C A B 36 DOVJ TYP. 36 C 36 D 36 36 E 96-07 SUPERCENTER T.O. MASONRY T.O. MASONRY T T CONTROL NO. ACTION LAYERS: T.O. MASONRY LT. FIXTURE ROOF UNE LT. FIXTURE T.O. MASONRY ���� { T.O: MASONRY T.O. MASONRY D D D LT. FIXTURE NOTE: COMPACTORS SHALL VERIFY ALL M A9REM-ENTS ao p I p .- t ao A(� EXISTING COr�li�a'V5 3i I � O WORK AND NOTIFY THE APCHITECT � 1►I':�`:DIATELY Of ANY o v 32 ( I 32 00 i DISCREPANCIES. + co + N cmc Lo � CJI CJI CJ CJ (CJ cv ' P., N , A N'J, TIM. : 31 CJ EXTERIOR + c, ELEVATIONS FIN. FL. Lj FIN. FL SERVICE ME �: . --- .. , - NIGHT DROP BOX C ACCESSIBLE PUBLIC PHONE REF. DET. 527 O/ A - 5 FRONT ELE- VATION �c� ,_4, 15 01 1 I r y j f ,a r _ B E i ' ' ni �'tLA1�lL�' A�/ CN ' C A ' EM MA . S �`x/A S n G ,/ 1 1 ', jjj =AJAR ti BEST �l�S _ n - � ' WASH \®�� , w \ r y ❑ t-1 \ �'`.�;� - _ y SOUTH ELEVATION .. M - — -- -- �- -- - WASH - — _ - - - — EAST ELEVATION � T � � � � w � � fir.. r � r .�. / , ! ;� ,�/�� NA A . S T WA SE � v � �. AND AVL_ i� UC. S , t` v-\ Fo�T C�i<�1- TYPIC I�T9 � po5UI2E-TYPIC — _-- -- - W " Eu L r rj r BEST Ql . % (� = WASH ASH / _�rl L16�aE4 _ LL4 ►� . QED �rzlu� MA�N>z ( V�IGbL Tr�,✓(�AINTE� � LEA12 PINE �ir1-po.1NT�D ��IJEEf�—TYP I C.A L � �OIZEST c�KA��I ��0�2Ev7 C��1�I-TYPICAL SOUTH ELEVATION _ _ ----- - --- -- - - ----- -- --- i QIP I-�D.L-�" SH 1 ti16 t✓E �PoC F- _- --- — — C.LEDdZ P1 OE TrZI r�_ pp, -JT� - — �G`t G • ���`;5`�` ,.,1 � r���� ! Cu 'UW fJV'r � r Ct. ,GS ✓��w� ter' `�.� C WASH - - , — I REID'GEC�4F- CLGPE�CAIZr 6IDINJG ; v �KJGK MD:�CrI �' `NEl��Ia.L -EaK Irl�vl-4T�� pAIrJTE ) U*HT �&E— TY�IG�°,L j /�N��!Z—�"� Gi GA. � V QL?OW �i!;51 T_rP� EAST ELEVATION i I MA .B C ST fir^/ � � r ir trr ASH' HIGHL _ Ai`� D �ci� � NO DATE REVISIONS A 02 1S 96 GENERAL REVISIONS B 103/06/95 GENERAL REVISLONS C 04/04/96 GENERAL RENS"S 0 04/29/96 SIGNS k CIRCULATION � PROP. SNOW STORAGE AREA ZONING TABLE - PARCEL 1, PARCEL 2, PARCEL 3 sg HIGHWAY BUSINESS (B-2) DISTRICT 31 � �— DIMENSIONAL REQUIRED PROVIDED REGULATIONS PARCEL 1 PARCEL 2 PARCEL 3 7 oto I PARKING SPACE MIN. LOT AREA 12,000 SF 17,450 SF 52,824 SF 98,345 SF LEAOAtE f A 9'X17' (TYP.) �Rq� Sft ?J� AVENUE ^ FENCED IN ENCLOSURE WITH w/ 2' OVERHANG MIN. LOT WIDTH 00 FT 103.62 FT 208.95 FT 346.59 FT W v 6' HIGH STOCKADE FENCE 1 MIN. FRONT YARD 30 FT 81.49 FT 61.6 FT 89_97 FT U �EENtA wy i MIN. SIDE YARD 10 FT FT U L/1 !b. AVENUE p PROP. BIT CONC. PAVING II x.0.86 FT 12.0 FT 50.06 ORLEANS A PROPOSED DUMPSTERS TO MIN. REAR YARD 30 FT 61.64 FT 63.4 FT VENUE HIGHLAND AVE. 9 spaces 1� 79.86 FT LOT LOT � ♦� r2 -O.-_ spaces �1 AVENUE B HILL AND — — — — — — — — — — — — — 22.6% H1�Pp0 A AWNUE R-1 DISTRICT— - - - - __ - - — — — — — — — — — — — — — — — — — — — -- - — — — — — - - - R-1 DISTRICTMAX. BLDG. COVER 25� 3� 10� B-2 DISTRICT ` B-2 DISTRICT MAX. HEIGHT FT 30 FT A PARKING SETBACK 2 N N 5'X 5CONC. PAD FRONT YARD 2 FT 19.4 NA 14.97 FT STOP I PARKING SETBACK ` N \ �� .♦ PROP. PRECAST CONC CURB SIDE YARD 2 FT 10.0 FT 51.6 FT 0 FT* VEHICLES PARKING SPACE LOCUS PLAN Arm 9'X17' (TYP.) PROP 10X20' CONC. PAD I PARKING SETBACK SCALE 1'-500' 47 W/ z OVERHANG PROP 10'X50' CONC. PAD REAR YARD 2 FT NA 46.7 FT 13.2 FT PEP BOYS SEAL PARKING PER 150 SO. FT. BB Q I ' 19,500 S.F.-7,800 S.F.=11,700 SF 108 1 10 spoces • 11,700 S.F. 150 = 78 SPACES SPACES AUTOMATIC PROPOSED BUILDING / �fN n FF ELEV = 103.33 W ENTRANCE TUNNELASH w SERVICE AREA FF. ELEV. - 103.00 CAR WASH PARKING 1 PER 150 SO. FT. / 3,130 SF / 150 = 21 25 SPACES n STOP I � D PARKING OUIKAVA °�fNTER; PROP. PRECAST CONC. CURB " 1 5 EMPLOYEES/1 per 2 EMPLOYEES 8 SPACES 16 4 i Al j'I Eo _ 5'X5' CONC. PAD " D ^ �' CONC. SIDEWALK -� °0 O ° -0 o IEELCHAIR D LF WA B S o m I RAMP +a— 28.00' < o D i n 12 spoces N 1 VACUUMS FOR �- AUTO-WASH TUNNEL 1 JL PEP BOYS NO STOP yrEa< CAR � 1 '1'`' 17 spaces DATE APRIL 29 I IJ 10 TO / WASH DRAWN 1"= HIGHLAND AvE. �� I _ SCALE 1"=40' i STOP i TO + 4s 1 !PEP BOYS v Ir --*. �♦ a I Q I PROP 1' x 20' PAD __ _._ - FOR PYLON SIGN Uj PROP. VERTICAL GRANITE CURB „�...�., Z .._-- I. CNL: ".F"s:l �� t « m ... .. .... .. 1 1 62+00 63+00 64+00 65+00 66+00 6700 PR O-POSE-9 BUS STGR 5 59 00 60+0 61+00 -� C 1946 STATE GHWA—YLAYOUT AVENUE F J — I ,.m..,�,.�.... 888.95 .� PROP. VERTICAL GRANITE CURB N 52'15'34” E p � 4 a Lc IT,r` a it I i I N �I I ZI i y a I AVENE J 4 I D � - � n u I G HLA —58+00 59100 II !i N Li III McDonough & Scully, 1-1c. < it I� II I —_Two Natick Executive Park a y I =Natick, Massachusetts 01760 N w II I =Phone: 508-647-0300 Fax: 50('1.647-0024 � Q u o ji I V) 9 C E i B i•,. t CDN CONSl1lTANTS, NC. 11614 55' 111 SPEEN STREET SUITE 119 FRAMINGHAM, UA 01701 m FAX. (508) 875-6657 WI ? HIGHLAND AVENUE I SIGNS AND CIRCULATION Y 67100 I NOTES I 608.32' S 51'2105" W 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY GLM ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUAR r, 1995. p 0 20' 40' 80' 004 84L.00 966; L5 *05 V; 0E JdV and paIlold 'altj �i�_ a NO DATE REVISIONS A 3 31 95 SELEAT FOR REMI V J�4 B A/27/q5 SE FCR PLI+JY'NVG N 5�0 734 E ' " � -- — 1 o so 191.97' t 9 9�, 4- 4 cco a — �,eR �'ERDq�E F 1 94-5 S ter �J AVENUE r" Fb 5 m 0 cc GREEN�A i -- C) N q✓E.NUF c� ORLEANS Q AVENUE it -4 94, _ � 0 LOT B' AVENUE A HIGLAND A>r� NUE R-1 DISTRICT ..._ ._ ._. -- -- -- _. .g�1 DISTRICT .3.. ��1QISTR C .! ! O O i �� O O O O O ,� 0 0 O O O i O �� �� O O O O i i 0 0 O O O O i 0 0 !! r B-2 DISTRICT B-2 DISTRICT B-2 DISTRIC \ z o a � p � L A'— u, — S 6 02,19„ \ 9 , a I D n — i� 8 7.82 i LOCUS PLAN - SCALE '."=5GC' SEAL WALKER O ilk 7 �Vr ' � I I -P N 1 N I 1 CJS f i w � � I N t yZO ! OVERLAY DISTRICT OVERLAY DIISTRICT OVERLAY DISTRICT Oo i' 1 _. `• ,_ moi' : _ �`, �- ,' 1 �.I DATE MARCM 17, 1995 DRAWN f f ; SCALE 1" 30' .r o / , 4' ..... ._ -. .. 1 '_ / `+'. �-�-„_...._� ”. ```f`'1".•.. _• _ 267 6 _ _ , �.. r o - �. - 1Er- - --------- — N 51'5 3'3 6 E _ PR CROSSWALK L z-- ___ _ . Q ZI ' ) AN.", - - 4 -- ' ► 1946 STATE HIGHWAY LAYOUII ,U � IGHLAND `_uj AVE VE . . :_ . z ,47 � z. - x _ .__ •., . : _-�..���. -- � �.a.� --'.-,aim. 59--00 60 00 61+00 � # 62 00 63 00 64 00 65 00 66+00 6r 00 �'c.R+- J"`- �7. RS „. a.1=>,R. o=sss ._ •., _ i� <,.e _ i - _ • -. -.. .nera.::> w..- -sgi.�r--ear -• — • . S?('� . 888.98+ N 52'1534 E .� � a,s iPE4T arx Csti.LER', Y S:rais`ti2 E4 cs '� a9 t1 g � I I r } ; z_ TA� ENt J I I s ,Ir1 Q f GHLANjJ I _ H >0 I� 59 00 ' I i t W I i } 0 t 1 i t r ` am r LLJ amQ LEGEND f' EXISTING PROPOSED I� 436 CONTOUR4315 ( --f - ,/� .` l f �' / .t ,r r f ' f f l' �'' ', '`'j!f -_, �. -----r=-' •--_—_ ----- - - -D STORM DRAIN . , —W-- WATER rtat ® ELECTRIC MANHOLE } =71.4-.. � a5 f �If' -•.��1� 1. _-..-_ �� � `r.1�, ..__ µ ��T 'K E - -E ELECTRICAL � � �.-- -G GAS G .- { _ -- 1614.55 — S SANITARY SEWER I pp p , r t� -- - y - HYDRANT I I - --- _ •e •I� 4 i ® SEWER MANHOLE stµ m '4000el AVE ® DRAIN MANHOLE DMH z ( -V N v E J HIGHLAND —w— VALVEr,. a ,... i _ r.. _.__._ �.. EXISTING -- �—D — CATCH BASIN --�-� 1— I a. 3 CAPE COD BERM I CONDITIONS 429x5 SPOT GRADE 42 x 67 00 ry;; HP RAMP HAY BALES N f— 608.3E SILTATION FENCE _X X� I , 0 LIGHT POLE NOTES I S 51 21'05 W ® SEE 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY unuTY POLE ,0A ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUARY, 1995. 0 15' 30' 60' - _ POST INDICATOR VALVE _1 °" 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR TRAFFIC DIRECTION —► SHALL CONTACT "DIG—SAFE" AT 1—;800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 00398w00 T NO DATE REVISIONS ' %f .%TZ-_ A 331 RELEASE fOR WNE'V B 4 Z7 FM PLMI M �� TABLE OF PROPOSED STORM DRAINAGE STRUCTURES - ___ ;' � � r ,- �f f (TIE INTO EXISTING OFFSITE CULVERTS) SLOPE RIM INVERT a . � y -� -' '•, ¢ g I + i _ _. .,_-- _ _., -_.._._. . . - -- _--•- _ - � STRUCTURE (F?/FT) (FEET) (FEET) 91.' SPECIAL STRUCTURE #1 108.5 o 4 48" INV.=90.6 1' � 3' CULVERT (IN) 95.5 o , � �._ . , �4�/ /, , l0 8,�6 18 CLDI (OUTO 0.01 94.5 D PROP. CB #11 #1E RAIN MANHOLE 107.0 ER cto�£Rpgc f GF t --- -- ----_- ,. -�__- '.• t -- �.' 94-5 _ PROP. DMH #11 18" CLDI (IN) 0.01 93.1 `� QON sT AVENUE ^' ., �.�-.._._ - 18` HDPE (OUT) 0.01 92.1 Rfer P`5� - l INV.=41.a DRAIN MANHOLE #2E (DROP) 102.2 0 �fnnAwN z = / �,� I �' r' (� - - - - - _ ��! _ - - -�- _ INV.=90.6 18` HDPE (IN) 0.01 88.8 A N `� �~ 9 INV.=80.0 �R Q UE ", =4 __ - /-�T- _ .► 94' 12 HDPE (IN) 0.005 81.5 �E,4NS gy£NU{ �' �''r,. " �' f PROP DMH 7 -I- - - --�- - - - -�- - �-� 24" HDPE OUT 0.005 81.5 LO OT ` �. VENUE A• 6� -GLAND _'- -_, ' `. ;� '"� /� .� _ .�._�_-�- -- - - ----N - -- �- .�,,,�?� �S�T DRAIN MANHOLE #2E (DROP) 101.4 r- f t A''�"u R -' DISTRICT _ ...__ . „� _.... ... ... �. _ _.._ __ _ �.._ ___ _..- _�_ _.� _.r.��-- ----- - --" B-2 DISTRICT 24 HDPE IN 0.005 80.8 NIW- 77 24" HDPE (OUT) 0.005 80.4 B-2 DISTRICT -AF - -�. -94 PROP. 8" SPRINKLER PROP. ELECTRIC - -' ,- PROP. TELEPHONE ` �� D 4 DOMESTIC i !�' ;• f: y;' PROP. PROP. 4" GAS S •' `` II {II 100 INV.=80..1 TABLE OF PROPOSED STORM DRAINAGE STRUCTURES PROP. RD #5 SLOPE RIM IN VERT FT FT (FEET) (FEET)LOCUS PLAN STRUCTURE SCALE 1 -500 6" INV 92.6PROP. DMH fi AREA DRAIN #1 SEAL P1 12` HDPE (OIUT) 0.01 102.0 - f j PRG DBLE CB #8 - I ROP. DMH #3E: CATCH BAST 107 D 1 - 12" HDPE I MJ 0.01 101.5 PROPOS BUILDING 1II ( ) /' ah •, � PROP. DBLE ' FF. ELEV. - io3 { 1 - 12` HDPE (OIUT) 0.01 101.0 M, CB 7 DRAIN MANHOLE #1 106.3 " wA.xF+1 , k . o rn �'' '� # I PROP. DMH #3 PROP. RD #4 II�1 ► 1 - 12 HDPE (IOW) 0.01 100.6 "' i { 2 - 6 HDPE (IN) 0.01 100.6 PROP. DMH #5 I I 3 - 12" HDPE (OUT) 0.01 100.5 c g DRAIN MANHOLE2 106.3 � { i { 4 6` INV = 92.6 I W # o c� I I 1 -- 12` HDPE (IN) 0.01 100.0 4:. PROP. DIMH #2 - 11 2 - I P.' 1I { 2 6" HDPE (IN) 0.01 100.6 \ l .OP. DE1LE CB #6 3 1 PRO D8LE CB #5 1 3 12" HDPE (OUT) 0.03 99.5 `� j ` f PROF. RD #3 -� I I DRAIN MANHOLE #3 103.3 PROP. CB #1 II fi ins II I{ - { pERLAY DISTRICT 2 - 12" HDPE (IN) 0.005 94.75 t FRCP. DMH #1 r 1 I OVERLAY DiSTRIC I I { I I CV ---PROP. CB #10 - 12` HDPE OUT 0.01 94.0 OVERLAY DISTRICT Z 3� '` � PRUP. DMH 6#4 " INV _ 926. f f' CATCH BASIN #2 101.4 I L_�, I � � - I V�- j� _ � II / ; 1 12 HDPE (OUT) 0.005 96.8 V f �8 CATCH BASIN #3 103.2 •�`' ' -' ` PROP CB # � PROP RD #1 `'r - 12" HDPE (OUT) 0.01 98.2 ,fin ;& i 3 ` 1 fiAft `r ,{ 106.5 ' 1 `- ! - PROP, DMH # $ CATCH BASIN #4 101.8 1 - 120 HDPE (OUT) 0.005 96.8 /r. PROP. RD 1#2 - 11 11 -f;rt fF PRtiP�S f $UIL01NG - - w - PROP. CB #9 DRAIN MANHOLE #4 (6' DIA.) 103.1 PROP. Siu1H 2 f I�II s_ 1 = 12" HDPE (IN) 0.005 A M 9 FF. ELEV. tr 1Q7 II i 'T 2 12` HDPE (IN) 0.005 96.4 DPAWN R i =s :v =-- --- - - p;; �{ 3 - 12- HDPE (IN) 0.005 98.1 ALE 1 -30 - PROP. AG #� l�„� `'� _ _ o• " o`� I 4 - 12" HDPE (OUT) 0.005 96.0 r PROP. 6 � 1', ' �� • ` . ` „__ � - - `,, � o� _i K `PPROP_ SMHRtR.- n� n� DOUBLE -p - •3 pOULE CATCH BASINSIN #5 101.8 G G 96.8PROP 1 - I2 HDPE (OIUT) 001 1oES / -F&UP. TELEPHONE 4" GAS { _ 1 12 HDPE (OUT) 0.01 103.5 96-8 __ _ ROP. 6 PVC SE 1 SEWER � " 01 T - _ - „VP ., P DRAIN DIA.) -�_ _„ - - -- r< �nH - - - i ., - --_- - - -� N __ -' - . P � .- � _,-_� �.� ____,-,__.�. _ �.,-..me .,W. ..�.,..�=+iwtid�` - - #(rHl) 0.01 95.7 " HDPE 0.01 96.79 PROP. 2 12 DMH #2E - i m E (Irv) Q ( PROP. ''VET TAPPING + 3 - 12 HDPE (IN) 0.01 96.79 i I SLEEVE & VALVE ''' T , _ �.�: ; Iz 4 - 12" HDPE (0)UT) 0.01 95.0 ( 1946 STATE HIGH'JVAY LAYOUT � y � _ � , •, .' u rGHLAN ._ -- _ -' DOUBLE CATCH BASIIN #7 101.8 PROP SPEECIAL I - _: .- .�. r -- ,�u-.. , ..: .�_ -- H I _ x. _ _ �.- r_.. -_ -- -- _ " 1 - 12 HDPE (OIUT) 0.01 96.8 I AVENUESTRUCTUME #1 ~ - - - 7, . .a..c . . ' DOUBLE CATCH BASIN A 101.8 .7RA C L1 sHT 0.02 P UT 96.8 65 00 66 00 67 00 DRAIN MANHOLE #6 (6 DIA.) 102.9 61+00 62 OC 63 00 6 O' I 1 - 12- HDPE (IN) 0.01 93.75 59 00 60 00 t { R.�, - 30. I 2 12 HDPEI IN) 0.02 96.8 Rt►At? .i 3 12" HDPE (I Ml) 0.01 96.8 ff .;t• I - 4 _ 15` HDPE (CUT) 0.01 93.0 v - ... _.. p 102.3 . r Asa rd;�:. N 52'1534 E I + 888 9 - RAIN MANHOLE I - R _ _ R 0 DMH # E - - - 2 PROP. 2 I 1 15` HDPE (IN) 0 01 92.0 ik TI; 1 PROP. CB #4 2 - 12` HDPE (OUT) 0.01 91.5 Lvc *," y PROP. CB #2 CATCH BASIN #9 101.4 � 12.74 PROP. DNAH #1E 1 - 12" HDPE (OUT) 0.005 95.7 PROP, WET TAPPING CATCH BASIN #10 101.4 j' SLEEVE & VALVE 1 - 12" HDPE (OUT) 0.005 95.2 h; DRAIN MANHOLE #8 102.0 ii Ik ` 1 - 12" HDPE (IN) 0.02 94.6 t ` I i 2 - 12" HDPE (IN) 0.02 94.6 3 - 12` HDPE (OUT) 0.02 93.6 < 1 I CATCH BASIN #11 97.4 4, W 1 I 1 - 12" HDPE (CUT) 0.01 92.4 m I Z LGHT POST I f..t AVENUE -T ND a 1AIG14LA '.---- r-- -- --� 1 { 59 00 14 f OO I S S i 1 � 1 Z uj w i 1 6 f, r1 PROP. Sf,AH W `f ,� 'Q^ -1 y t r.. - ! I V J l&: ' F Jff / F LEGEND ` EXISTING PROPOSED ' 436 CONTOUR D STORM DRAIN j i.:•. f'11�?i ` _.+"'^' M�- !-'Vr. f SrL 7 -- s3 S, .r:- '1: r� _ - - -- - ._ '�c -vc[!,- -W WATER ELECTRIC MANHOLE - --. -E ELECTRICAL E -- -G CAS C PROP. 6 PVC SEWER - s - SANITARY SEWER I PROP. 6" PVC SEWER 71671-4.55 -1'- HYDRANT yI m SEWER MANHOLE m I ® DRAIN MANHOLE o►w+ z AVENUEHIGHLAND --04- VALVE GRADNG AND ---0-D - CATCH BASIN -�-- Q r - � . -- CAPE COD BERM UTLrrEs r � 429x5 SPOT (TRADE �- IdP RAMP x 67 OD s i76 SIITATIONN FENCE 8 ALES W\ _X X- 608.32' RIM LIGHT POLE NOTES I S 51'21'05 W ® TREE 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY UTUTY POLE GLM ENGINEERING, INC., HOLL.ISTON, MASSACHUSETTS, IN JANUARY, 1995. I 0 15 30' 60' POST PIDICATOi VALVE -T " 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR TRAGIC DUREC'ION SHALL CONTACT "DIG-SAFE" AT 1-800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 00398w00 r ' NO DATE REVISIONS A 3/31/q5 R I A S FCR R1`11 8 4/27/95 FCR PLAfWWNG Y- ill g4-5 RAE E 1 6 --- Rp� STYE f AVENUECD w T z _ _ _ _ I _ _ _ �f��qWN A 4'ENVE g 8 - -�` a2LFgNS AWNU .� _ — — _ = r- _ _ — — _ x I — — - LOT OT ----- - -- AVENUE A HIGLAND - .. � p A1'EN(J -1 ' . ....� — ... .... N,�pN e R +til51RCT_ .... .._�_.. _ - - - - -- - - --- ---- --- --- ----- - - ---- - ._ .� ... — .' \� 8-2 DISTRICT � '' B-2 DISTRICT .._ J PROP. SILTATION FENCE 94-1 < 100 I I { IIII LOCUS PLAN + II -- SCALE 1"=500' I II I SEAL Ill � L I PROPOSED BUILDING I-F'. EIEV. - 103 I'' I I M WALKf.R ?1 1I i .�, t I rCVFRLAY DISTRICT OVERLAY DISTRICT I �I OVERLAY DISTRIC F II !r I ='=--J PROP. STRAW L_l • l r BALES � it IIII - � nT�,�4i.nky11`LE:ay�y i ?: 4 PROP. STRAW BALES + t 10PJ.5 a �j��SF� BUI!�DI�JG t i A M AR h 17 9 i F. ELEV. -= 107 I. 1 7RAWN R 1 SCALE _ r ----- ----- C> x , EWE Av (D4 - * _ _ CID w zl T T , _ t,r ( 1946 STATE HIGHWAY LAYOUT �` � ��,T� N U IJ hl: _ _,,- —_,r•— `T ,_ _ __�:�=---_—^ a. -'.."T'"""`s'" :__ . .. ,'a.,-•- �;�q-e?YE' •-_ . .., _ _ .. __ _ '......'a' '-._T-_•. ;,�• .., . • �'.�"S I:. ;:_:y:.� ei�,.v=._T•xw- -.�.-amv-:�.'+.+..e .= - arc=-..s'x.- - \ I Q hArr. C �iGt n L _ 67 00 00 51 0 62+OC 63 00 , 64 00 `. - 59 00 6C I p �p)� ,'{}app V:ft'. 'it Ali. Cu_ Z:• 7� r f" J : . ,.,.._.:.._..: ,.�-•.-;r...,.G =---q. . ' r �A� 1''���.�_ l N 52`1534 E I �TRAFsY-- PO'_E. +/fit �g r� N f r 'L !R J A zI I � I AVEl� j FU- I s G 1-1LAN I � � i � I � I i Q CL ,4 Lu LLj Q CL cn LEGEND : . Z , EXISTING PROPOSED ' ,f r ;, ,� �� ,,• _ ;% ,'" ,- �:` 'ff ,__/, f ' , 436 CONTOUR — f D STORM DRAIN �{ S i r � / f �' ' �`_ L_L-1f. �� __ —s - - __ _ - , 4- PVC PPE V -w WATER w /r� - i Tn y' , ® ELECTRIC MANHOLE w —E ELECTRICAL E J ` _ G CAS C . _ . — S SANITARY SEWER , 1Fi4.55' ---_-.-__ _..._._. .._. ____ _---. -- -• _-. ____.____._ 17r, HYDRANT I r u - K; s : s` m SEWER MANHOLE uw a m I ® DRAIN MANHOLE IAVENUE JHIGHLAND � A+ _ _ —Dd- VALVE —C]—D — CATCH BASIN —�- Q ---t --- EROSION rq CAPE COD BERN I ' ___--- .01 CONTROL 429x5 SPOT GRADE --max 67 OD HP RAMP �- HAY 8ALES W� I L� 02a SILTATION FENCE -X X- 608.32' LIGHT POLE NOTES I S 51'21'05" '�+/ 9 TREE 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY UTILITY POLE GLM ENGINEERING, INC., HOLLISTON,, MASSACHUSETTS, IN JANUARY, 1995. 3O' 60' —_� POST INDICATOR VALVE _1 nv 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR TRAFFIC DIREC-1710N �♦ SHALL CONTACT "DIG-SAFE" AT 1-800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 0039$.00 7 NO DATE REVISIONS A 3/31/q5 FfIlA°E FOR Wvf'v B 4/27/q5 a FCR M-AIWNG ZONING TABLE - LOT A & LOT B �o PROP. SNOW STORAGE AREA — ,� HIGHWAY BUSINESS (8-2) DISTRICT — �y �r - - - � � N 52'07 34 94-� DIMENSIONAL PROVIDED �0 191'97 -94- REGULATIONS REQUIRED LOT A LOT B - y �� Sp'�i � z 6 --- D MIN. LOT AREA. 20,000 SF 52,890 SF 99,388 SF -- -- --- CLO�RD 'ylif F PARKING SPACE 3C' 94-5 -- --- �f m � Fad �6 MIN. LOT WIDTH 100 FT 204.84 FT 191.97 FT 9 xt (TYP.) + �R � AVENUE N + W/ 2' OVERHANG 00ly S�fET �J 0 oGREEN�►yN z �__-- _- 9 MIN. FRONT YARD 30 FT 10 FT* 72.96 FT - U cn q VENUE I 4 ga' MIN. SIDE YARD 10 FT 56.76 FT 45.02 FT v OD '� — �LEq�ys AVENUEMIN. REAR YARD 30 FT 158.69 FT 80.22 FT � OT � 10 spaces 1 � MAX. BLDG. COVER 25% 11.9% 22.6% 0 B, cD PROP. PRECAST CONC. CURB AVENUE A HIGLAND ASN No UE R-1 DISTRICT - - - - - - - - - - - - - - - - - -� 1. QISTRICT-- - - — --- -- - e -3- -� �•IS.R� � ���._ .._ B-2 DISTRICT T � B-2 DISTRICT MAX. HEIGHT (FT') 30 FT 62 PROP. BI CONC. PAVING - - B-2 DISTRICT 0219 E - Lo 7g 44' N 51'53'36" E 138.42' N 51'53'36" E 67.88' ?33OC' - PARKING SETBACK N g4' 2 FT 6.66 FT 17.01 FT FRONT YARD - D Z 94_1 PARKING SETBACK � I 2 FT 0 FT* 0 FT* 25 spaces PARKING SPACE SIDE YARD `Y LOCUS PLAN - 9'X,7' (TYP.) � ci N PROP. BIT. CONC. PAVING w/ 2' OVERHANG I� ' PROP. PRECAST CONC. CURB PARKING SETBACK _ N � REAR YARD 2 FT 5 FT 13.2 FT SCALE 1"=500' cL 22 spaces ` -- SEAL I ! PARKING 1 PER 4 SEATS=55 + 1 PER 2 EMPLOYEES 71 M_ 1 - 01 10; TOTALL = 65 SPACES SPACES %�X1s�, 38' PROPOSED BUILDING I FF. ELEV. = 103 PPARKING 1 PER 150 SCQ. FT. M 22,211 S.F.-5,000 S.F.=17,211 SF 117 `' WALx ER qn 71iROAQ 26 spaces 17,211 S.F_/150 = 115 SPACES SPACES \ n O OD PARKING SPACE LOT A PROP �' 9 Xt9 ` ) * VARIANCE NEEDED. `n . BIT CONC. PAVING 1N (o 9 spaces rn 8 spaces THE SIDEYARD PARKING SETBACK OF 0 FEET IS BECAUSE OF THE COMBINED PARKING SITUATION BETWEEN LOTS A & B. - 14 I 40' ** SITE PLAN REVIEW REQUIRED FOR A NON RESIDENTIAL GROSS BUILDING AREA 1 r OVER 10,000 SQ, FT. OVERLAY DISTRICT 0 RAY 0 VE DI TRI T OVERLAY DISTRICT " a ❑ I 8 spaces H PARKING SPACE r A = 1 5'09 41" W/12' OVERHANG 133.00' R = 144.00' 44' I 8 spaces T = 19.16' r-- L = 38.10' PARKING SPACE 9'X17' (TYP.) PROP. PRECAST. CONC. CURB z PROPOSED BUILDING w/ z' OVERHANG PARKING SPACE7 � 0 y LOT B 9'x' `, ' v FF. ELEV. 107 rn w/ 2' OVERHANG DATE 21 spaces R,f1 MARCM 17, 19q5 ,� DRAWN Ln " PROP. VERTICAL GRANITE (CURB �! ry J'-0 8 spaces SCALE 1 =30 I 105.30' ;17o� . 1 220.76' 'S 51*53'36" W 355.58' PROP. CROSSWALK S 51'53'36" W MF Im Iw Z�- I � AVENUE.-_ _j Allm IZ a. sY ( 1946 STATE HIGHWAY LAYOUT �HIGHLANDAVENUE PROP' VERTICAL GRANITE CUR - 59+00 6 01 K 61+00 62+00 63 00 64+00 65 SOC 66+00 6700 �- N 52'15'34' E 888 PROP. VERTICAL GRANITE CURB pIlk , QI I z { > J AVENUE � � I 111GII-LA >m 59 00 Q I uj W Ze v '1 t 1614.55' m1 z + HI GHLAND AVENUE_j - I -s s:T:.r.z�::scra�ny�c..... .-..¢,•rse^.:.s,..ac- - .- __..sr--a.�s_..—.-_._a:-�.-z+s.+wi�.�...r. _....a-.a=.a..�-.i_.y.+.�-�r•-=m...- .-. .n.-,-..:-. .... _. ��....�s:-.->.®�....�__--.,tee=:..-+...,mss-.=-e.. --- _.�- .,'... - LAYOUT AND MATERIALS f 67 00 I , 608.32' NOTES I S 51'21'o5" W 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY GLM ENGINEERING, INC., HOLLISTONI, MASSACHUSETTS, IN JANUARY, 1995. 0 15 31Y tiC' 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL CONTACT "DIG-SAFE" AT 1 -800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 00398mOO low-- - ,, NO DATE REVISIONS A 3/31/q5 PLAt•M�vG ROAM SUFIS B 4/27/95 REM5E FOR PL N*A"G ALTERNATE TOP SLAB. REINFORCED TO MEET H-20 LGA04MG -� ALTERNATE TOP SLAB. REINFORCED TO MEET H-20 LOADING i MANHOLE FRAME COVER SET FRAME IN FULL 1' DIA. DROP; MANHOLE FRAME & COVER-� BED OF MORTAR i SET FRAME IN FULL FRONT TYLE r---- BED OF MORTAR M.H. STEPS I ADJUST TO REQUIRED GRADE - ADJUST TO REQUIRED GRADE -- A A W MIN. 2 OR MAX. 4 1' DIA. DROP OR"W/MIN2 R MAX. 4 / �� TYPE BRICK COURSES OR EQUIVALENT I — J �_ /-j REINFORCED TO MEET 1' DIA. DROP BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED I ALTERNATE TOP SLAB. FRONT TYPE DIMENSION WITH REINFORCED c� M.H STEPS 2'-fr+/- CONCRETE COLLARS. 5' x 5 — M.H. STEPS i 2'-0'+/- CONCRETE COLLARS. 7¢ DIAMETER -- H-20 LOADING DIAMETER LF T T FRAME AND GRATE BRICKS MAY BE USED FOR uW i PRECAST REINFORCED CONCRETE b N �- I PRECAST REINFORCED CONCRETE I -� GRADE ADJUSTMENTS. I PRECAST REINFORCE CONCRETE `� b M.H. CONE SECTION STANDARD COVER C b I 6' x 6' MANHOLE 41N. WEIGHT 200 LBS. FULL BED OF MORTAR TWO OATS HEAVY b M.M. CONE SECTION ^ ~ BODIED TAA EMULSION + MIN. 0.12 IN. STEEL PER FRAME TO BE SET IN MIN. 0.12 IN. STEEL PER TYPE-A FRAME MIN. 0.12 IN STEEL PER I VERTICAL FOOT, PLACED �_ VERTICAL FOOT, PLACED I MIN. WEIGHT 265 LBS. VERTICIL FOOT, PLACE ACCORDING TO AASHTO ACCORDING TO AASHTO I 26„ MATERIAL CAST IRON :r MIN 0.12 IN. STEEL PER ACCORDING TO AASHTO A COGNATION M199 DESIGNATION M199 (COVER, DESIGNATION M199 4'-Cr DIAMETER j ` W DIAWETER ACCORDING TO AASHTO 4'-C* DIAMETER RISER: SECTIONS 34"- -T 0 g T WIN. I DESIGNATION M199 FLEXIBLE JOINT SEALANT - TO FILL V FROM PROVIDE '� OPENINGS AT LEAST 7576 OF JOINT CAVITY 1' CLEAR PROVIDE 'v" OPENINGS o 1' TOS 4' - 4'--T DIAMETER — I HEIGHT OF i' CLEAR o OUTSIDE OF PIPE 1' CLEAR + T OUTSIDE OF PIPE RISER SECTIONS 28 t/4" 2' CLEAR +2' CLEARANCE VARY FROM +OUTSIDE OF PIPE _ +7 CLEARANCE MONOLITHIC MANHOLE E 1' 28 1/4'—il 1' - ' SEAR PROVIDE "V OPENINGS BASE SECTION IMORTAR ALL JOINTS TO a' i -_I__ +2' CLEARANCE � MORTAR ALL 5 MIN. CEMENT CONCRETE CLASS 'A" 18' DIA I _ b JOINTS ' to 5, MIN. CLDI �� o b VARIES DEPENDING 1-/3 BAR AROUND OPENINGS J -� 7/8 PE r FOR PIPES 1B' DIAMETER MORTAR ALL JOINTS / AND OVER, 1' COVER L RISER SECTIONS SEAL ELEVATION OF TABLE TO 2 ' � LAY I PIPE TO MANHOLE CONNECTIONS I L-- 4 � � � � BE 2/3 DAM. OF PIPE I \ SHALL BE PREMOLDED ELASTOMETRIC � 5 L- 5.1 VARY FROM S MIN (MINIMUM 12') PIPE OPENINGS TO BE PRECAST 7 —� 1 EXISTING. 3' STORMSEPARATOR TO BE \� SF�1Lm JOINTS 28ri-IN-PLACE BASE IN RISER SECTION L 8' LAST-IN-PLACE BASE I DRAIN CULVERT SECTION A-A I ONEENAH R APPROVED 1' TO 4' .f AM, , CLASS 'A' CONCRETE GROUT CAST-IIN-PLACE BASE �Mrr STANDARD MANHOLE FRAME & COVERS ►MHN '1 PRECAST CONCRETE SEWER MANHOLE PRECAST CONCRETE DRAIN MANHOLE PRECAST SPECIAL DRAIN STRUCTURE NOT TO SCALE WAML�E NOT TO SCALE NOT TO SCALE NOT ro xALE �, n�'..•�.I�r PRECAST CONCRETE CATCH BASIN !!! WITH GAS AND OIL SEPARATOR NOT TO SCAM , 2'-8' 4TH FLANGE I ` FINNISH GRADE FOR MATERIALS �SE� SITE PLAN WHEN REQUIRED A I ❑ ❑ ❑ 000 A C/L AWN 13130000 13130000 i ❑ ❑ ❑ ❑ ❑ ❑ + -vARiLS I 1 1 1300 1300 000000 ❑ ❑ ❑ ❑ ❑ ❑ 0000130 D Cl ❑ 000 ROTATE HYDRANT o I HYDRANT TO BE ADJUSTED i 0❑ ❑ ❑ ❑ 0 0❑ 0 ❑ ❑Cl v it TC GRADE AS REQUIRED ❑❑ ❑ ❑ ❑ 13 O❑ ❑ 000 I ❑ ❑ ❑ ❑ ❑ ❑ �AS REQUIRED I cn ❑❑ 00013 000000 • o' • O . o ❑ ❑ ❑ ❑ ❑ ❑ / \ 2 ORE 3 WAYRED CONNECTION °, o. . o `^ ❑ ❑ ❑ ❑ ❑ ❑ f 18' DEPTH RIP RAP ° O SLOPE PROTECTION FINISH GRADE— ADJUSTABLE VALVE BOX O'. ° o' PLAN AND COVER , ° • O DATE 2/14/95 PLAN — SAWN TOP DRAWN RJM COMPACTED F7 LL-� ° ° tr�••I SCALE N.T.S. ` • o 18' DEEP GRANITE CURB, 8'-0" STANDARD LENGTH 1•_1 t 3/4' UNDISTURBED� I � EXISTING FINISH GRADE NOTES: 1 1/4 2 1/7 EAR'H I r I B' GATE VALVE I \ • o• - = TOPSOIL (WHERE APPLIC^BLE) ! SPLIT FACE FRAME AND GRATE i. MIN. FRAME WEIGHT (�'! (F ��� z I WATER MAIN i �l / / M 1. FITTINGS (TVP) 6' DEPTH GRAVEL l \ b 4 FLANGE 295 LBS I — �� BIT. CONC. WEARING G(X1RSE b 9 r 2 TIE RODS (TYP) FILTER BLANKE _151 3 FLANGE 265 LBS EACH SIDE T _ MIN. 0.12 IN. STEEL PER 2. MATERIAL-CAST IRON �� CLASS 'C CONCRETE •, n (1 ) \ BIT. CONC. BASE COURSE BACKING AGAINST •:_:�•• to ACCORDINVERTICAL G TO AASHTO OOT, PLACED 3. 21N.f00LBS. TE WEIGHT MATERIAL '•'r:.' I I TEE o, iO 8 UNDISTURBED ..•'• u• . . ... / SAND-GRAVEL BASE -.L. DESIGNATON M199 I 2'-0 1/4 •,' j• o °• (� 1I ••,, ► VOTES. �' 'o, ' a. 5'-0' DIAMETER 7/�'I f I o°°Op o�0°O o fv I \ ELEVATION t'-0' BELOW EXISTING GRADE OR �• .o.. o, OUTSIDE OF PIPE � PROVIDE I' CRUSHED 1. EXTEND TOE OF RIP RAP SLOPE TO AN 2'-� / I Ci ASS 'C" CONCRETE GUTTER UNE STONE OR BANK RUN BACKING AGAINST TO CREATE ABLE SUBGRADE, WHICHEVER IS o' ,e, •�• a +7 CLEARANCE GRAVEL BEDDING UNDISTURBED MATERIAL ° jT 1. GRAVEL TO AT LEAST '�' .?.,o, e;, e, ,o:o, o. r CLEAR fi ABOVE DRAIN HOLES. I o, ,o. . e. .o. o, MORTAR ALL JOINTS PROVIDE 'V' OPENINGS J -_.JS ''� TYPICAL HYDRANT & VALVE ° 6- b °• ��• ID i VARIES DEPENDING 2 1/a. 0 TYPICAL SECTION FOR � � ON DAM. OF PIPE HEIGHT OF NOT TO SCALE ••°• •°• •e• •o• e. RISER SECTIONS MN. +w) (MINIMUM t2') VARY FROM RIP RAP SLOPE PROTECTION 1' TO 4• SEPARATOR TO BE SECTION A-A *NEENAH R-3705' NOT TO SCALE OR APPROVED EQUAL VERTICAL GRANITE CURB STANDARD CATCH BASIN FRAME & GRATE !r CAST-IN-PLACE BASE NOT TO SCALE PRECASTCONCRETE DOUBLE CATCH BASIN ;, 1!4' EXP JOINTS 53' MAX SPACING BETWEEN EXP JOINTS WITH GAS AND OIL SEPARATOR NOT ro SCALE POLE� SUPPORT NET FILTIER FABRIC POLES BACKFILL SECTION 8 j 1 VARIES - SEE PLAN /v \\ I FINISH Y BTT CONC. PAVING SECTION A �.o:... •.o: i9;•.o: BACK TIF CURB r�pE .:•.o• •;:: 8'x 6' W.W.M GRAVEL BASE + • :p :a 1/4' EXP. JOINTS RUNI• TOP VIEW '•o0. :.o.' '.it'.:' CONTRACTION JOINT$ A 4 A A A A A N. A A:.•A 40 ! '• . • UNOfSTURBED 1' BIT. CONC. WEARING COURSE o 0 o 0 0 O •.o ;i: SOIL • A.., r BR CONC. BASE COURSE 4•?A 10 o ° ° COUPLER - • GRAVEL BASE - o •.A O O' •�•. B A NOTES: O O O O O O O O O O • O � O' O � 12' SAND-GRAVEL BASE Lg � �� SUPPORT NET 1. ALL SIDEWALKS SHALL BE 4' THICK O O O • O O o 4' ° o FILTER FABRIC 2. CONTRACTION JOINTS SHALL BE SPACED O •O•• O O ' O ' •O ° o �' AT INTERVALS EQUAL TO THE SIDEWALK p O •O O• O �O O WIDTH FOR SIDEWALKS LESS THAN 10'-0' • _� BACKFILL VIDE UNLESS OTHERWISE NOTED. 3. FOR 10' OR WIDER SIDEWALKS SPACE 1/2' EXP. JOINTS 12' Nr 12' SECTION A SECTION B CONTRACTMN JOINTS AT 5'-0' INTERVALS >0 AND A LONGITUDINAL CONTRACTION JOINT :, i. :•. IN THE CENTERLINE OF THE SIDEWALK. — NEV BULIDING PAD CONCRETE SIDEWALK i; { • CONTRACTION JOINTS SMALL BE 1' VEEP AND EDGED WITH A 118' RADIUS. NOT TO SCALE • • • .• •• ••.'•'O• .y. + UNDISTURBED 5. WHEN SIDEWALKS ABUT A ROADWAY, WHERE • e • ! • •«�•e' '• .e,.• •• '• :¢' °• I SOIL THERE IS NO CURB, THICKEN WALK TO 6' •: O i IN 3'-0'. PAVEMENT DETAIL 6. USE 1/2' EXPANSION MATERIAL WHERE NOT' ro SCALE CONCRETE SIDEWALK ABUTS CONCRETE JOINING SECTIONS OF FENCE TOE-IN METHODS STRUCTURE. D SEE NOTE •5 2/3 D B' MIN. 7. A LAYER OF NS FELT IS REQUIRED BETWEEN WALK AND AD_OrZNT PARALLELING CONCRETE L,. ,t�:��:.• •• tf t '+ Q I� EROSIONZSEDIMENTATION CONTROL FENCE CURB ''•' I 8. SEE CONC SIDEWALK AND PAVEMENT DETAILS d � NOT TO SCALELu Li Y .lily .. .� J �----X---� F SIDEWALK .J D I N T DETAIL PLAN - TEE AND PLUG PLAN - HORIZ AND VERT, OEM 1/21' CHAMFER ! � 3/4' R NOT TO SCALE 72`� / 12:1 CURB TRANSITION I 0 ilr DEEP PRECAST CONCRETE CURB (~ TOPSOIL (WHERE APPLICABLE) 3000 P.S.I. MIN. STRENGTK PAVED AREAS NON PAVED AREAS o B'-Cf STANDARD LENGTH NEW PAVEMENT L OR Y ti _ BIT. CONC. WEARING COIURSE ( ( f r l 17 r r 8-� _ _ z SAND-GRAVEL BASE 1 47 TOPSOIL 3'-8' I _ �+ EXISTING OR NEW GRADE t 1 FACE OF CURB D/4 I BET. CONC. BASE COURSE EXISTING PAVEMENTPROVIDE ft/.L BALE WIDTH °.,o,•°• b O O CDW CONSULTANTS, INC. J o..o• o O 0 O o 0 OVERLAP AT ALL CORNERS / 111 SPEEN STREET SAND-GRAVEL BASE D/4 :a' o. . i ° ° 00 / SUITE 119 TyprMAI , •:0• •°• i"EARTH u ° ° �-� FRAtvlINGHAI�, MA 01701 TEES. BEINDS AND PWGS NEW PINE o W TEL. (508) 875-2657 J K L M N 0 .0• ,O, •�• ,O, .0. .O.•O ,O, t ---I r-- 1 in ❑ D 0 0 DRAINAGE STRUCTURE FAX. (508) 875-6617 . O O ❑ ❑ ❑ 0 VARIABLE TO B FT. W L 4' TO 8" for 1(I•' 1'-0' 2'-Lr 1'-6' 10' .0. 0 4'-(1 3'-f3 .O. O O .0• •O• -T- I ❑ ❑ ❑ ❑ 2' ON CLEARANCE 1/2" MAX. V t0' TO 16' 1'-0• 1'-tr 1'-a" 3'-10' 0'•O. .o:°' ,o. .0: .o. o ❑ ❑ 0 ❑ 1 IAIJX 5'-� 2'-9' 2'-t0' 1'-8' .p, .o. •o• .o. CRUSHED STONE 12 24' 1'-4' 2'-0' 2'-f5' 5'-Cf T-8" 1'-Ir •0• .O. o - -_ PEES AND PUlGS •.O, •• O ' • O O / ROADWAY • a .aa a`ar�a B'-d' 0'-0' DETAIL .0.�Vii' 7" f r -�-- —� O O O .. .• • o .%.a a a 22 1/2 d[ 11 1/4 to ,O. .o• ,O. ,O, b O O O is : a .a.a .a .a D CTO 1r 4' 4'TO •o• • r y 1 r ( ! r°BENDS a SHEET •- SIDEWALK SURFACE NOTE: Z C t STAKED AND [NTRENCHED �_ GRAVEL BASE ifJ'TO 16" 2 11TT1� 11S 24" . t r STRAW BALES CEMENT CONCRETE RAMPS •°. •°. •°• ,o. TO BE TEXTURED WITH A X 1'-Ir 3'-4' 3'-6' V-4' 2'-(f 3'-tY 3/4' TO 1• CRUSHED STONE (It ir Y 1•-2' t'-Ir 2'-4' 1'-0' 1'-2" 2'-4' NOTE: KENOS CRUSHED STONE WILL ONLY BE REQUIRED SECTION STIFF BROOM FINISH. IF UNSUITABLE MATERIALS ARE ENCOUNTERED OR IF PIPE IS BEING LAID WITHIN GROUND WATER TABLE OTHERWISE PIPE MAY BE INLET PROTECTION /STRAW BALES L E S THRUST BLOCK DETAILS PRECAST CONCRETE CURB �� DF T> H AND EARTH �cKFlI�D WHEEL CHAIR RAMP NOT TO SCALE NOT TO NOT TO SCALE EXCAVATION & BACKFILL DETAIL "°' '° SCALE FOR UTILITIES NOT TO SCALE 00398.00 NO DATE REVISIONS A 3/31/q5 FfLEA5E FOR RE" 8 427 q5 WV51E FOR PLMNVG h Q Zn JJ 94— 4 0y + + + 94-5 �R c� ►�FRDg4E ��'E' 'rn 0ON SHJ AVENUE EET CD WCReEN P z ca Z v vii Q � AVENUE ORLEANS AVENUE ' IT I 10 spaces O 0 LOT AVENUE A B HIGLAND AVFN DISTR C No UE R 1 DISTRICT _ _ 7( N � ._ _. ._ ...- — �— —� — -- - -- - - -- -- - - - - - - - - -- - - - - - - --- -- -- -- � g-2 DISTRICT B-2 DISTRICT 2 v S Z L rn I 25 spaces LOCUS PLAN SCALE 1'=500' 22 spaces SEAL I ! I iii Ai i PROPOSED BUILDING FF. ELEV. 103 q 1t}riAt �. WALK ...t 26 spaces to m v �+ a N 9 spaces 8 spaces OVERLAY DISTRICT I , RLAY DISTRICT + + + + + + + + 0 RAY DI TRI T + 0V ❑ O 8 spaces n r• 44 8 spaces a PROPOSED BUILDING DATE FF. ELEV. s 1070 Q' 21 spaces DRAWN Rm SCALE 1"=30' 8 spaces I I 105.30' )4 I PROP. CROSSWALK _. _._.. . cn Qx 1 _ ( 1946 STATE HIGHWAY LAYOUT ) IJ HIGHLAND AVENUE _- � R sFc g 61+00 62 00 63 00 64+00 65 00 66 00 67 00 59 00 ..� iY I 888.98'. N 52'153, E ! _ - --r �; I I Q s I { jj Z t = { I AVENUE � I I a i 2 HI11GHLAND 0*0 00 59 100 1 i om W Fes. r w + — PROPOSED WHITE PINE < I Q+ — PROPOSED SHRUB — PROPOSED LIGHT ►— 1614.55' I ml zJl HIGHLAND AVENUE � _::.. __<<_ z: I �_���..�.�����s�=r_. .-_:� ...� _: �. _,_:. _ _:__,._ ._ _-�;_,�.�a --__-�. ,_- �g � __ _ _ .�..�__«__ LK'alITMIG AND 21 LANDSCAPE PLAN 67 00 1 ' NOTES l 3 - S 51 21'05" W 608.32 5l 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY GLM ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUARY, 1995. I 0 15' 30' 60' 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL CONTACT "DIG—SAFE" AT 1-800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 00398.00 r NO 041E REVISIONS �O A 02/13/96 GEMMAL REVI90NS Q B 03 05/90 GE7'ERAL REVISIONS C 04/04/96 . W4 RAL REVISIONS '�• ��/� 0 OS 16 9E QD4MAL REVISIONS E 05/2a/96 CENM& REVISIONS r_ z 240,C3' l — ori S 52'15'34" IN 4 c�o�f PARCEL NO 3 � 94-5 V 'RD-4 � STR g AVENUE "' J 71 4- NEENLgwN AVENUE Z CD '1 ` i 1 t �44 D ANS AVENUE � � m 1 9 OT 0 �. AVENUE A �� (V --� NIGLAND ri 51'53'36" E R-1 pl IC o �vu D 15 TR I C T _ �...,mm — -"- _.. ._.._ _._ ..�._..�. f R 1 - --- ter. 7r B-2 DI 8-2 DISTRICT 26 98' ► ' O 50.67' N 62'p2'22" �- 102.07' Z Q 47,32 9A2 4 E S 51-5S35- W j D PARCEL NO. 2 I 94-1 LOCUS PLAN SCALE I'-50o' U, \ SEAL a 92.20' Ln F S 52'15x'34" W c,r N PARCEL NO. ? `' t CD_ \ Ji � \ loo, i BUFPER s m I i _ f 4 i pltRT4{ i „fcJUNC�: � W n: v' ' ' I DRAIN I DRAWN NOVC18ER 2q. 19q5 _ R EASEMENT SCALE 1' =30' AREA I - - 34.6.59' I BUILtO 61'53'36" � vrJ�•f(" ;t�`, .Ki.i > ~ i"s '1. .'.`,�-4- (cif• i- ? _..___...__ ._ __ _.-...._ ._ _ E,+ '. -. - , cos . uj Z I ` .' �. Q v d —_ — _ ss—� 9 7,_. 3rm s: "pill 7 �_� 47. ,p, - - -� , 63 00 64+00 s5+oo -._ 564-00 67 00 62 00 -------- TE HIGHWAY AYOUT AV F-1 � N -J! �, j ,�M,>� -W HIGHL,AND ( 19.E 6 STA ) 888.98 ----f- - - N 5 .2'15'34" E -- - ---- -- C Z. •t is P 1 Q L i WI -� � I Z AVEN UE = I ; N D U ui TAIGH 58+00 59 00 i � M Y � Q a LEGEND EXISTING PROPOSED 436 CONTOUR 46}- D STCRM DRAIN ---W WATER ra, ELECTRIC NAN-!Ot� � = y 3 T COW WNSULTMIM. INC. E ELECTRICAL —�• I _ —_`_— Q CAS -- 5 SANITARY SEWER r 1614.55' 111 SPEEN STREET I SUITE 119 FRAMINGHAM, MA 01701 HYDRANT ' I FAX, {5008 875-6657 <S SE?NER MANHOLE 4MH♦ m _ 1__JAVENUE E DRAIN MANHOLE Dew Z n i - vALVE _ . J CATCH BASH -�� H EXISTING _ CAPE COD BERM --- I _- -- CONDITIONS 429x5 5vC' GRADE x 67 0� FSP RAMP HAY BALES 'N\ SILTAl10N FEJCE _x_ X— 608.32' 1� LIOF+T POLE NOTES S 5121'05" W 01 ® TREE 1- ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY `� UTILITY POLE GLM ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUARY, 1995. ` 0 i5' 30' E ' POST INDICATOR VALVE -t TRAFFIC DIRECTION __r 00484.00 NO DATF REV'SIONS A 02/13/96 GENERAL RE'030NS TABLE OF PROPOSED STORM DRAINAGE STRUCTURES 87 03/00/96 GENERAL REIASIONS s 04/04/96 IMSERW RCW IONS A?- (TIE INTO EXISTING OFFSITE CULVERTS) " PROP. RIP RAP SLOPE D D3 16 GENERAL REVISONS PROPOSED 4-8 DIAM HEADER ' PROP. RETAINING WALL "A" E 05/2a/06 GENERAL REVISIONS SLOPE RIM INVERT EACH 4$" DIAM. PIPE TO BE -------- (P �4 _ CONNECTED TO HEADER WITH STRUCTURE (FT/FT) (FEET) (FEET) - `s y PROP. RIP RAP SLOPE 42"X48" REDUCER _ --- -- 12" HDPE INV.=91 .7 SPECIAL STRUCTURE #1 107.2 �- 48" INV.=90.6 V x 3 CULVERT (IN) 95.5 12" DIAMETER VERTICAL '�-�. 9�\6 18" CLDI (OUT) 0.01 94.5 RISER ON EACH 48 c�D ti� PIPE TO 12" ABOVE - PROP. CB #13 DRAIN MANHOLE #1E 104.5 VER c„ VERpA�E E FINISH GRADE. PROVIDE ► 100 94-5 18 CLDI (IN) 0.01 93.4 O N 57R AVENUE "' _ I 102 8A HDPE - PROP. DMH #11 18" HDPE OUT 0.01 92.4 EET COVER FOR EACH RISER, � (OUT) P z PLUG 48" DIAM. " op � " PROP. DMH #10 (6' DIAM.) DRAIN MANHOLE #2E (DROP) 101.7 0 qwH ASN 48 INV.=90.6 _- _- _- -1 -_ _ = _- _- _ - -- - 4,�- 8 HDPE INV.=86.0 18 HDPE (IN) 0.01 89.25 Q UE v PIPES WITH STANDARD o �T_ - Z - _ 4 aRLEANs AVENUE � �, � PLUG AS SPECIFIED � --1 -Z -- -� - � - -` - �4' 8" HDPE INV.=84.0 12" HDPE (IN) 0.005 83.45 '11 � - Z - =1 --4 ? i -�-- -_ -_ _ - 9 PROPOSED 48" DIAM HEADER 24" HDPE (OUT) 0.005 82.45 BY MANUFACTURER I - - - - " PROP. DMH #7 II o _ - _ !�_ _ ` = _ = -I- - - _ = EACH 48 DIAM. PIPE TO BE DRAIN MANHOLE #3E (DROP) 99.0 OT LO _ _ AVENUE A B� HIGLANO =j- �- -L. _ i - _ - - - --7 - - - - �,r3 CONNECTED TO HEADER WITH o A�Fmj PROP. RETAINING WALL "D" PROP. RIP RAP SLOPE (PROP. CB#10 - PROP 60C I �p rj 42"X48" REDUCER 24n HDPE ( 0.005 81.46 " 24" HDPE (OUT) 0.005 80.23 g PROPOSED 8 HDPE En _ - - PROP. 6" ROOF DRAINS 94.-2 A8 o PROP. DMF+#3;106 105 1041 �; - PROP. 6" SPRINKLER rn PROP. RETAINING WALL D -' 1 D8 107 1 1 3 9 PROP. 2" DOMESTIC -PROP. 4" GAS INV.=80.1 LOCUS P L A N PROP. CB#2A 41 - - - -- .D __ PROP. SMH t09 108 0 RIM 102.9 PROP TRENCH DRAIN PROP. DMH #9 (6' DIAM) SCALE 1"-500' 109 -=- I Q, INV 98.9 I I I I .' f 48 INV.=90.6 SEAL t ' I PROP. CB#2 1109 _�` PROP. CBI I PROP. DMH #6 \ n n� 1 '`` PROP. DMH #3Ey ' PROP. DBLE CB #9 I II I I TABLE OF PROPOSED STORM DRAINAGE STRUCTURES OS .-- X��y 00 2 1 PROPOSED BUILDING i / PROP. RIP RAP SLOPE SLOPE RIM INVERT i C p LFF. ELEV. = 103.33 I f',p18(li p , ROP, DMH#23 Q ___ III STRUCTURE (FT/FT) (FEET) (FEET) PROP. DMH#1 SERVICE AREA FF. ELF1/. = 103.00 I U u PROP. RETAINING WALL "C" I ' SSbNLE� 1 4 2 1 PROP. DMH #.5 r � y CATCH BASIN #1 111.5 A 111 ' 3 n ROP. S H I 11 I i III ! 1 - 12" HDPE (OUT) 0.03 107.0 I 112 D 11 I IM 9�5 T 1 G3 3 ROP. OIL SEPARATOR 11 I I I pp CATCH BASIN #2A 110.3 PROP. DBLE CB#4 P I 2 1 PROP. DBLE CB #8 0 H 1 - 12" HDPE (OUT) 0.01 105.65 PROP. C8#3 1 1 < C III II III o II I - PROP. DMH #4 PLUG 4$" DIAM. 4 II I III CATCH BASIN #2 110.5 i 112 111 109 0 � I o rn PIPES WITH STANDARD 1 - 12- HDPE (OUT) 0.024 105.5 PLUG AS SPECIFIED = I < BY MANUFACTURER I I I I II ` �� PROP. CB #12 DRAIN MANHOLE #1 108.7 PR • SELF WASH BAYS Irn a I 'I I 1 - 12- HDPE (IN) 0.024 103.65 b - 1 FF ELEV=108.0 I rnI u u u `� I PROP. DMH # 8 2 - 12 HDPE (I N) 0.02 103.85 I .3 I I I I I I 3 - 12" HDPE (I N) 0.02 104.5 112 �� 108 104 ` 2 5 III I II III 3 1 12" DIAMETER VERTICAL 4 - 15" HDPE (OUT) 0.01 103.40 1,11 105 RISER ON EACH 48" T� hh� 2 PIPE TO 12" BELOW CATCH BASIN #3 108.7 p'S III II II II FINISH GRADE. PROVIDE 1 - 12" HDPE (OUT) 0.02 104.7 A�� ` _ o PROP 6"CLDI II I I 1' X 32' "X 4' CONCRETE PAD CATCH BASIN 4 107.3 PROP. C8#1 `y 'O I ` PROP. SMH I 1 -- OVER 12 VERTICAL RISERS. # RIM 111.95 n 1QZ PROP. DROP SMIH II II I I EACH RISER TO BE PROVIDED 1 - 12" HDPE (OUT) 0.01 102.8 A E N0A:N5f:R 29, 1q95 'Q INV 107.0 IP P 4' CLDI I RIM 102.2 II I I I WITH HEAVY DUTY COVER. DRAWN <_ 1 1 INV IN 97.0 !r DRAIN MANHOLE #2 107.65 SCAL: 112 PROP. "PVC \ 106 n I 21NV IN 94.0 48" INV.=90.6 PROP. 6 1 - 12" HDPE (IN) 0.01 102.6 17� V EWER l 3 !NV OUT) 91.7L PROP. CB #11 2 - 15" HDPE (I N) 0.01 102.7 I 3 - 15" HDPE (OUT) 0.01 102.6 NO CATCH BASIN #5 107.5 PROP' 6VC SE 1 - 12" HDPE OUT 0.066 103.0 J � I -PROP 6 PVC - PROP. SMH DRAIN MANHOLE #3 106.2 r PROP. RIP RAP SLOPE --'� -x---- -•----�==---T-�-- PROP. OIL GAS � EXISTI 1 - 12" HDPE (I N) 0.066 101.0 PROP. SMH RIM MATCH PROP. DMH #2E m " SEPARATOR PR SMH I 2 - 15 HDPE (I N) 0.01 101.6 RIM 100.0 INV 87.1 w RIM 106.5 RIM ATCH EXIST. w p j 0.04 100.8 z I INV 95.0 Z 3 - 15 HDPE GOUT" -11 INV 101.0 INV 90.7 I J PROP. SPECIAL PROP, SMH I I= CATCH BASIN #6 100.0 STRUCTURE #1 tN ti�, RIM 105.7F I~ 1 - 12" HDPE (OUT) 0.005 95.5 -_ 1 N V 99.0 C 101 5 I� 7- CATCH BASIN #7 • ROPOSED BUS STOP 1 - 12" HDPE (OUT)OUT 0.005 97.0 i DRAIN MANHOLE #4 103.0 I a` ? I T I 1 - 12' HDPE (IN) 0.005 96.7 L PROP. DMH 1E 946 STATE HIGHWAY LAYOUT ) AVENUE HIGHLAND # 2 - 12" HDPE (IN) 0.005 95.1 _ I 3 - 12 HDPE (OUT) 0.005 95.0 N 52'15'34` E 888/9 8' - - I DOUBLE 1 CATCH 9A IN #8 102.0 `} (OUT) 0.01 97.5 PROP. CB #6 (PROP. CB #7 DRAIN MANHOLE #5' 102.3 1 - 12" HDPE (I N) 0.01 97.4 PROP. WET TAPPING 2 - 12" HDPE (IIN) 0.005 94.75 SLEEVE & VALVE 3 - 12" HDPE (,OUT) 0.01 94.65 DOUBLE CATCH BASIN #9 102.0 1 - 12" HDPE (GOUT) 0.01 97.5 DRAIN MANHOLE #6 1 D2.3 I I 1 - 12" HDPE ([N) 0.01 97.4 I I 2 - 12" HDPE (IIN) 0.01 94.25 3 - 12" HDPE (,OUT) 0.01 94.0 I wI i c Z CATCH BASIN #10 103.0 I -' I 1 - ?2" HDPE (OUT) 0.01 98.55AVENU jjLAND AIN MANHOLE #7 102.8JJI Lu 1 - 15" HDPE (IN) 0.03 97.2 I 2 - 12 HDPE (IN) 0.01 98.35 3 - 15" HDPE (IN) 0.01 93.5 I I 4 - 18- HDPE (OUT) 0.01 93.25 CATCH BASIN #11 101.4 I I 1 - 12" HDPE (TOUT) 0.02 95.7 a i I _ I CATCH BASIN #12 101.4 Q 1 12" HDPE (OUT) 0.02 95.2 DRAIN MANHOLE #8 101.8 i 1111110. 1 - 12" HDPE (IN) 0.02 94.88 2 - 12" HDPE (IN) 0.02 94.74 J PROP. SMH 3 - 12" HDPE (OUT) 0.02 93.6 ( `_ . , (17 LEGEND RIM MATCH EXIST CATCH BASIN #13 97.4 EXISTING PROPOSED INV 763.5 1 - 12" HDPE ( ) OUT 0.01 91.93 436 CONTOUR -D-- STORM DRAIN -W-- WATER w ® ELECTRIC MANHOLE _E ELECTRICAL _EC c CAs CaMi COIISULTANIS, K. --- 5 SANITARY SEWER �- I PROP. 6" PVC SEWER 1614.55 PROP. 6 PVC SEWER �\ D 111 SPEEN STREET �-- PROP. INV=71.0 SUITE 119 • FRAMINGHAM, MA 01701 HYDRANT �` RTEL. (508 875-2657 � IIM m SEINER MANHOLE tee+ ml t FAX. (508) 875-6617 wI TD AVENDRAM MANHOLE ouH0ZHIGHLAN ---oa- VALVE ._�- J I , . GRADING AND -ice D - CATCH BASIN CAPE COD BERM �� I # Ce ' 1= ��-2 UTILITIES 429x5 SPOT GRADE 4��--max I HP RAMP _� I HAY BALES W\ _x_ X_ SILTATION FENCE ry 3�1 LIGHT POLE NOTES I ~ 608.32' 9 TREE I S 51'21,W W 1, ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY `i!Z1 UTILITY POLE GLM ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUARY, 1995. i5, 30, 60, POST INDICATOR VALVE -t rry 2. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE. THE CONTRACTOR TRAFFIC DIRECTON ••► SHALL CONTACT "DIG-SAFE" AT 1-800-332-4844 BEFORE CONDUCTING ANY EXCAVATION OR DEMOLITION. 00484.,00 vow- NO DATE REVISIONS A 02/13/96 GENERAL REV190NS B A22§2-96 GENERAL REVI910NS t 04/04/96 SUER 1INgMONS D (15/10/90 (ENMAL REV13ONS E 05/28/06 CEN RAL REVISIONS �6 r cto ��� � � t 02 100 94-5 VERpALf F VAR �Rck CD W Ips f£NLAwN A VEN z E— — T-- — — — _ --T llE y _ Z —T — ORLEANS AVENUE pT 0 - - - — _ - _ — - - _ !T— -- — �e AVENUE A HIGLAND '��NUE I NSC x U) �, EnPROP. SILTATION FENCE 106i 05 104 _ "' R+ Drn 108 107 low — 109.4 LOCUS PLAN - SCALE 1•=50d 109 f _ - I I I 109 �, � HH -1 - sEA� PROP. STRAW II I II II I BALES 108 PROPOSED BUILDING 1 0 FF. Ill = 103.33 J SERVICE AREA FF. ELEV. = 103,00 ROP. STRAW BALES I L-J u I--I Ly 112 � ut1AL 'TID 103 III II II III N H x111 h m II 1111 II ° � IIiIIIIIIi PROP. STRAW BALES o > — 7112 109 I CD (� ROP. S AW I I ry - c ALES O SELF WASH BAYS = ilillll ^ D � I > FF ELEV=108.0 � 104 III III III 111 � 105 PROP. STRAW 17o BALES III I I I i l i 1 PROP. STRAW a LES �o� III II II 11 I ` I 70 cin III 1 ANOVU15ER 2q. DRAWN II II 11 I SCALE ' 112 -T06, 1 x 3C 77 X NO BIL&D AREA --- -- ---- _ dl Im WI z W ROPOSED BUS STOP I !� I !! N T TJ I E �, ( 1946 STATE HIGHWAY LAYOUT AVE ) ! HIGHLAND _a •' y h f. -.C T 111 t>' N 52'15'34' E I I ( I I 1 L,, I I : I AVENUE ► = i ul " IG NA0� I I II a i 1 Q J CL LEGEND I EXISTING PROPOSED 436 CONTOUR D STORM DRAIN —W— WATER w v ELECTRIC MANHOLE ----E ELECTRICAL E __-- COW OMLTM M, P C. G GAS G -`-- - s SANITARY SEWER 1614,55' 111 SPEEN STREET SUITE 119 �— AI HYDRANT I TEL. (508 875-265701 m sEwER MANHOLE SWI• Da1 FAX. (508 875-6617 l ® DRM LWIl E or,• z w ► AV NUE HIGHLAND -�— VALVE _�� � 1 —�}--D — CATCH BASIN �"�� ---c---- w --- -s ER OSION — CAPE COD BERM �'� � I e - �- CONTRA.. 429x5 TOT GRADE x I HP RAMP HAY 8ALE5 W\ —x— X— I 608.32' SILTATION FENCE X LIGHT POLE NOTES 5 L� 02a ® TREE I S 1'21'05" W 1. ALL EXISTING CONDITIONS OBTAINED FROM A SURVEY CONDUCTED BY J UTILITY POLE GLM ENGINEERING, INC., HOLLISTON, MASSACHUSETTS, IN JANUARY, 1995. 5 _ POST INDICATOR VALVE TRAFFIC DIRECTION 00484.00 NO DATE REVISIONS A 5 28 9 GENERAL REVISIONS LEGEND -- - A PROP. RIP RAP SLOPE -- _ PROP. RETAINING WALL — ACER RUBRUM 'OCTOBER GLORY' PROP. RIP RAP SLOPE -- i _ � O OCTOBER GLORY RED MAPLE 94-5 PINUS CEMBRA VER o�fROA�E LOAM do SEED SWISS STONE PINE r ANJ� AVENUE "' EfkLAwN �Nu Z MAGNOLIA STELLATA A E ➢ � S BEANS AVENUE TAR MAGNOUA � LOT 0 EUONYMUS ALATUS COMPACTUS AVENUE A B HIGLAND AWNL! PROP. RETAINING WALL PROP. RIP RAP SLOPE C} N, ao f — COMPACT WINGED BURNING BUSH I JUNIPERUS CHINENSIS PFITZERIANA 'SEAGREEN' SEAGREEN JUNIPER N O s4-1 PROP. RETAINING WALL 0 SYRINGA MEYERI 'PAUBAN' / D DWARF KOREAN ULAC LOAM & SEED LOCUS PLAN LOAM & SEED ---=--- -- 'o ° \ --- -- SCALE 1*=50(Y �� — '� ____�_ • 1 / ii • • SEAL f , O I O PROPOSED BUILDING PROP. RIP RAP SLOPE it FF. ELEV. = 103.33 t w9a2i, --/ o SERVICE AREF/ A FF. EL . = 103.00 PROP. RETAINING WALL . \ �, D ° s o o e 1 oI \ LOAM & m I O SEED m e I n D PD • o u) D ° ! SELF WASH BAYS D FF ELEV—108.0 O ! 0 O . LOAM & SEED Q \ ° DATE CM Z7, 19% 0 LOAM & SEED -- LOAIM & SEED DRAWN M AR SCAL= '"-30' MULICH 2:1 SLOPE 0 O r _ ! OO O a LOAM & SEED O _ — PROP. RIP RAP SLOPE I f� . Z IZ PROPOSED a ..m BUS STOP --- �_._. _--�,a---- _���... - - - _ ���::--�. I� T ' I �-- 196 STATt HIGHWAY LAYOUT } AVENUE ► _ HIGHLAND �—_—_.— N 521534 E -- -- -- Nk PLANT LIST BOTANICAL NAME COMMON NAME SIZE QUANTITY SPECIFICATIONS TREES- ACER RUBRUM 'OCTOBER GLORY OCTOBER GLORY RED MAPLE 3"-3.5"CAL 26 B&B MAGNOLIA STELLATA STAR MAGNOLIA 6'-7' HT. 6 Baca, HEAVY PINUS CEMBRA SWISS STONE PINE 6'-7' HT. 6 B&B SHRUBS: ---1— 0 EUONYMUS ALATUS COMPACTUS DWARF WINGED EUONYMUS 2.5'-3' HT. 60 B&B OR CONTAINER JUNIPERUS CHINENSIS PFITZERIANA 'SEAGREEN' SEAGREEN JUNIPER 2.5 -3' HT. 76 B&B OR CONTAINER I _ 0 Q SYRINGA MEYERI 'DWARF KOREAN ULAC' DWARF KOREAN ULAC 1.5'-2.0'HT. 106 Bay OR CONTAINER wm w L J NOTES 1. ALL SHRUBS SHALL BE PLANTED IN BEDS AND TOPPED WITH 3" u)F SHIREDDED BARK MULCH. 2. ALL TREES SHALL HAVE A 3' DIAMETER SAUCER OF SHREDDED BARK MULCH SPIRED 2" DEEP AT THE BASE OF THE TREE. Mw CONSULTmm W. 111 SPEEN STREET SUITE 119 FRAMINGHAM, MA 01701 TEL. (508) 875--2657 © FAX. (508) 875-6617 LANDSCAPE PLAN L �03A ,- �' w, 60' 00484mOO �I. 7,NODATE REVISIONS A 1/18/q6 RELEASE FCR PtRMT ALTERNATE TOP SLAB. REWORCED TO YEE•T H-20 LOWING gWiOLE FRAME & COVER SET FRAME IN FULL BED OF MORTAR MANHOLE `RAMC do COVER SET FRAME IN FULL RED OF MORTAR ADJUST TO REQUIRED GRADE A A ADJUST TO REQUIRED GRADE — 4 W/MN. 2 OR MAX. 4 W/YN- 2 OR S O s i '.' DIA DROP �IC1C COURSES OR EQUIVALENTREINFORCED—.�_._-._- ERNATTO MF'-T I" DI4, DROP BRICK COL1f25ES OR LOUIVAIEN? FRONT TYPE I, ALTERNATE TOP SLAC. (DIMENSION WfCH RENFORCED FRONT TYPE D6N]4310N WITH REINFORCED M.H. S7EP5 DIAMETER CONCRETE COLLARS, M.H. STEPS DIAfit/- OONCRETE COLLARS T. I H-2C LOADING FPM/E NJQ GRAT t BRICKS MAY BE USED FOR DIAMETER PRECAST RONCTION CONCRETE GRADE ADJl1STNENTS. �— PRECAST REINFORCED CONCRETE �? M-H- CONE SECTION MINK.STANDARD 200 LBS. 1W0 COATS HEAVY b a N.H. CONE SECTION - 9 �(b FRAW TO BE SET N BODED TAR EMULSION AIN- 012 IN. STEEL PER WIN, WEIGHT FOIE I FULL ABED OF MORTAR MN- D_i2 N STEEL PER VERTICAL FOOT, PLACED MIN. IALCA 285 LBS ACCORDING TO AASHTO 28" MATERIAL CAST IRON T 'N C, M. 01.12 N. STEEL PER VERTICAL FOOT, PLACED DESIGNATION IJ199 (COVER I w Lj VERTICAL FOOT, PLACED ACCORDINGN M196TO HTO -7 HOCM OF 4'-0' D044ETF-R 34' DIAMETER ACCORW4 TO AASHTO DESIGNATIO4'-(r DIAYEfER — RISER SECTIONS Z 6' AIN. I DISIGWT10N M199 ATLEAFLEXR" JOINT SEALANT C TO FILL VARY FROM PROVIDE 'V' OPENINGS AT LEAST 75X OF JOINT CAVITY 1, TO 4, +,• CLEAR 4'-Cl DIAMETER OUTS10iE OF PIPE - 1CLEAR -- I 2' CLEAR -7 OUTS DE OF P +2' CLLEARANCEIPE 28 I/4"--•I � -1" I MONOUT14C MANHOLE 1- y2' CLEARANCE 1• - 26 1,4'' 1' CLEAR BASE SECTION MORTAR ALL JOINTS ALL i MORTAR�I CEMENT CONCRETE CLASS "A -1 JONJTS � � PROVIODE 'f OPENINGS b I VARIES DEPENDING 5" MIN. I 1-#3 BAR AROUND OPENINGS 7/ar I! ON DIAM. OF PIPE FOR P!PES IR' OIAMETER -J10 MEAGRE OF RISER SECTIONS -,S MN. I (MINIMUM 1?') S AL ELEVATION OF TABLE 'O b PPIi'Y F E TO MMIHOLE CONNECTIONS AND OVER, 1' COVER --- 24'----� 5�� -_� VARY SEPNRA70R TO BE BE 2/3 DAM. OF RPE \ SHAD BE PREMONE iLDED E_ASTORIC PIPE OPENINGS TO BE PRECAST O 4' 'NEDTiAr R-3705 SEALED JOINTS � CAS--IN-PLACE BASE � N RISER SECTION SECTION A-A of Af� CUSS 'A' CONCRETE GROUT >ST-Irk-PLACE BASE OR APPROVED EQUAL ( '�4A �yG STANDARD MANHOLE FRAME & COVER °i- `� Ail. PRECAST CONCRETE SEWER MANHOLE PRECAST CONCRETE DRAIN MANHOLE '� �° KhE $ Doi-- N — �T �XA,L WrM9CAPRECAST CONCRETE CATCH BASIN WITH GAS AND OIL SEPARATOR '""�� -----— -' NOT TO 9CAL4 -g —21- -- 47H FLANGE I WHEN Rf.'DUIMED 0013 0 ❑ ❑ 13000130 000000 00 ❑ ❑ 00 00000o � oao A[I C3 13 ❑ G 130o E3 0 000 0000130 I 0 ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ O O 130 0 ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ID ❑ ❑ ❑ ❑ 13 13 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ G ❑ , PAVED AREAS NON PAVED AREASSASAWN TOP -, DRAWN 1 JMW ,_ SCALE N.T.S. I�LAT`i NEW PAVEMENT - 1e DEEP GRANITE Cl1F2B, Q'-0• STANDARD LENGTH pLqN SAND-GRAVEL BOISE TOPSOIL TOPSOIL (WHERE APPLICABLE) _ SPLIT FACE EXISTING PAVEMENT--� — c DRADL RAME AND GRATE-— A --__ CIT. CONIC. WEARNC COURSE -�— I MN 0.12 N STEEL PER NOTES' 1 2 1/T — — BIT. CONIC EASE COURSE VEItTCAL FDOT, PLAIDED 1. MIN. FRAME WEIC41T �� EARTH4 FLL � : o•'° � / �� SANG-GRAVEL ts45E b ACCC�NG TO AAS1+4TO 4 FLANGE 295 LES DESK:NATION M199 0 ,e, 3 FLANGE 265 LBS SMI PIPE °'e�•. MUM 2. MATERIAL-CAST IRON 1' 1' .. 5'-d DWEIER 3. MIN. GRATE WEIGHT 200LBS T .o.. °, ,o. ,o. o. .o.0 o. OUTSIDE OF PIPE o > °' o.• , +f cEAPAt4cr 2'-0 1/4• it °• •a.,e. ,a�� ,a, a .?:O• .�. iL 1 CLFJJ2 MORTAR ALL 7/It Iy JowlsPROVIDE "V OPENINGS uT — •e q�,� �- CUTTER LINE •!° • 1 o VAJ21E'a DEPENONJG 1 t� C'• d -?• '�' .?. o, ON DAM. OF PIPE ` i HEIGHT RISER SECTIONS S MN. 07 (MINIMUM 12") VARY FROM J � j TO 4' SEPARATOR TO BE 2 1/Ir /� i/4' TO 1' CRUSHED STONE _ 'NEE7.UW R-3702r CRUSHED STONE NOTE _ LE OR APPRD EOLLALL F UNSUITABLE MATES RAAREENC CIVEOLINTERED SECTION A-A WOR IF ATER IIPABLE BOEING LLA40THERWISE�PE WAY ND V E R T I C A L GRANITE CURB ZIr CAST-IN-PLACE BASE PLACED ON DOTTO64 OF TRENCH AND CARRi NOT TO SCALE BACKFELED. PRECAST CONCRETE DOUBLE CATCH BASIN STANDARD CATCH BASIN FRAME & GRATE EXCAVATION & BACKFILL DETAIL WITH GAS AND OIL SEPARATOR NOT ��yc — T i FOR UIIILITIES NOT TO SCALE NO' TO SCALE uj toCFWAJFCR � 3/4' R - - --- 111• DCP PRECAST CONCRETE CURD TOPSOIL (WHERE APP_CABLE) 3000 P.ES.I, NI N, STRENGTH. 6'-d' STANDARD LENGTH — BIT. CONIC. WEARING COURSE I BIT- CONIC. BASE COURSE SAID-GRAVEL BASE 0.�• ,O. •O• O, .O, .O,•0�,0. L.LJ 1' BIT. CONIC. WEARING COURSE o .O 0 0 •0 • '0 .o• I Q 2' BIT. CONIC. BASE COURSE 0 D„ 0;O• 0 0 O O •. ' 0 0 0 0 O Op 0' . . ' . 0 ' 0 000 0 0 O O 12SAND—GRAVEL BASE ••o�.•t 7`0 •.�c•. O • O p !n 0. .o. o• .o. O 0 • O '0 0• 0 •0 0 ':' •o• 11 PRECAST CONCRETE CURB 1CONSULTANTS, INc. 111 SPEEN STREET SUITE 119 PAVEMENT DETAIL N❑T TO SCALE FRAMINGHAM, MA 01701 ' NOT TO Sa.L£ TEL. (508 875-2657 FAX. (508) 875-6617 TYPICAL DETAILS 00484mOO _ aD--js t _ i (011e Dalen[ (greed Decision - - W Site Plan Review Special Permit The Kennedy Development Group, Inc. 500 Broadway Everett, MA 02149 RE: Quikava and Best Wash Car Wash- 224 and 234 Highland Avenue On Thursday, March 21, 1996, the Planning Board of the City of Salem opened a public hearing regarding the application of the Kennedy Development Group, 500 Broadway, Everett, MA 02149, under Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to the const-ttction of a 5,429 s.f.,building to house a car wash and a 490 s.f. drive thru coffee kiosk at 224-234 Highland Avenue, adjacent to the previously approved Pep Boys site. The public hearing was closed on May 16, 1996. At a regularly scheduled meeting of the Planning Board held on May 16, 1996, the Board voted by a vote of six (6) in favor, two (2) opposed, to approve the application as complying with the requirements of Section 7-18, subject to the following conditions: 1. Conformance With Plan Work shall conform with set of plans entitled, "Proposed Car Wash - Salem, MA," dated November 29, 1995, revised February 3, 1996, March 5, 1996, April 4, 1996, and April 29, 1996, and May 28, 1996, containirg 5 sheets labeled L-01 through L-05, prepared by CDW Consultants, Inc, l I l Speen Street, Suite 119, Framingham, MA, 01701. 2. Amendments Any amendments to the Site Plan or waiver of conditions contained within shall require the approval of the Planning Board. 3. Traffic a. The Applicant , his successors or assigns, shall receive written approval from the Massachusetts Highway Department (MHD) for the proposed curb cuts and traffic signal changes on Highland Avenue prior to the issuance of a Building Permit. The Applicant, his successors or assigns, shall assume all costs for any required traffic changes. b. The Applicant, his successors or assigns, shall receive written approval from the City Planner and City Electrician for the proposed traffic changes, including signal timing, on Highland Avenue. c. Upon issuance of a Certificate of Occupancy for the Pep Boys building, the Applicant, his successors or assigns, shall provide the City of Salem with $10,000 to be used toward a Highland Avenue Corridor Study which shall define potential improvements to the Highland Avenue Corridor. d. The Applicant, his successors or assigns, shall provide a deceleration lane along their entire property frontage to the signalized entrance to the site on Highland Avenue. The applicant, his successors or assigns, shall provide "right turn only" striping for the deceleration lane. The deceleration lane shall be depicted on the site plan and approved in writing by MHD prior to the issuance of a Building Permit. e. The Applicant, his successors or assigns, shall provide the City and MHD, at no cost, an area of land approximately 10 feet wide as shown on the approved plan, beyond the deceleration lane, along the entire Route 107 (Highland Avenue) property frontage of the site to allow for the future widening of Highland Avenue. This area of land is not to be utilized until said area of land is determined by MHD to be necessary to accommodate future roadway improvements. The responsibility for the future improvements shall not be home by the applicant, his successors, or assigns. Such area shall be shown on the plan, and maintained in perpetuity as a No-Build Zone. f. The Applicant shall provide the City with copies of all plans and correspondence to and from MHD on this project. 4. Conservation Commission All work shall comply with Order of Conditions #64-231 issued by the Salem Conservation Commission. 5. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Buildine Permit. b. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 6. Site Lighting a. A lighting plan shall be submitted to the City Planner for review and written approval prior to the issuance of a Building Permit. b. All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. 7. Landscaping a. A detailed landscaping plan and planting schedule shall be submitted to the City Planner and approved in writing prior to the issuance of a Building Permit. b. Trees shall be a minimum of 3 mh" caliper. c. Vertical granite curbing shall be installed along the radii at each of the two entrance driveways, as well as at all entrance radii at Quikava and the Car Wash. d. Concrete or sloped granite curbingshall be installed within the entire nhre site. e. Applicant, his successors or assigns, shall install a 4 foot chain link fence behind the northeast comer of the Pep Boys building to prohibit debris from blowing or rolling into wetland area. Location of such fence shall be reviewed and approved by the City Planner. f. The Applicant, his successors or assigns, shall install a wooden fence ranging in height from 6-8 feet and appropriate landscaping along the entire rear property line to provide screening for abutters. The applicant, his successors or assigns, shall submit a plan depicting fence and landscaping for the City Planner's written approval prior to the issuance of a Building Permit. Construction shall include concrete footings and pipe bracing at each post. g. The Applicant shall complete the installation of the fence and landscaping along the rear property line, adjacent to abutting residences, upon completion of the fill operation and site preparation and prior to the start of actual building construction. h. The applicant, his successors or assigns, shall clearly delineate pedestrian crossing areas within the site. In addition, applicant, his successors or assigns, shall provide a handicapped curb-cut adjacent to the bus stop. Pedestrian crossing plan shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. 8. Sianage a. The approved site plan does not depict a billboard and therefore, no billboard shall be allowed to be erected at any time on the entire site. b. Proposed signage shall be reviewed and approved in writing by the City Planner. 9. Board of Health All Board of Health requirements in a letter dated April 12, 1996 shall be strictly adhered to. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Building Inspector All comments from the Building Inspector dated March 11, 1996 shall be adhered to. 12. Water Test The water system shall be tested by the City of Salem Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy. 13. Underground Utilities All utilities shall be installed underground. 14. Blasting a. All blasting to be done in accordance with 527CMR13 and City of Salem Blasting Ordinance. b. The Applicant, his successors or assigns, shall provide written notice to all abutters at least 72 hours before the start of blasting. Such notice shall include the time and duration of blasting. 15. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant, his successors or assigns, as deemed necessary by the City Planner. 16. Bus Ston Relocation a. The applicant, his successors or assigns, shall work with the MBTA to relocate the bus stop on Highland Avenue at the signalized entrance to the westerly side of driveway. The relocation shall receive the written approval of the City Planner. b. The City shall make a formal request to the MBTA for the installation of a bus shelter at the bus stop. If the MBTA does not agree to pay for the bus shelter, the Applicant, his successors or assigns, shall agree to pay for the bus shelter. 17. Rooftop Screening, A plan for the screening of rooftop equipment shall be submitted to the City Planner for written approval prior to the issuance of a Building Permit. 18. RQoftop and othgr Noise Rooftop noise and rooftop noise mitigation shall be implemented in accordance with the "Sound Level Monitoring and Modeling - Pep Boys Automotive Supply and Service Center" study conducted by Tech. Environmental, Inc., dated June, 1995 and the Tech Environmental, Inc. Study dated March 29, 1996. If noise levels taken during Summer months, the year following completion of construction after construction exceed these levels, additional mitigation measures shall be installed, as deemed necessary by the City Planner, to reduce the noise level to the preconstruction levels. The Applicant has agreed to utilize a Digital Read Out System for the Quikava Speaker System as mitigation if it is determined that noise from the speaker system is problematic to abutting residents. In addition, the Applicant has agreed to turn off outside power for vacuums and self-wash bays at the car wash after operating hours. 19. Security Gates The Applicant shall install security gates at each entrance driveway at Highland Avenue to prohibit access to the site after hours. The Applicant shall work with the City Planner, the Fire Department and the Police Department to design an acceptable gate system. 20. Truck Deliver Truck deliveries shall be limited to the hours of 7:00 a.m. to 6:00 p.m. Monday-Saturday and 12:00 p.m. to 6:00 p.m. on Sunday. 21. Street Sweeping Applicant, his successors or assigns, shall provide street sweeping on Highland Avenue, Glenn and Greenlawn Avenue, as is deemed necessary during the period of construction by the City Planner in consultation with the Ward Councillor. 22. Hours of Operation Hours of operation for the Pep Boys service bays shall be limited to the hours of 9:00 a.m. - 6:00 p.m. on Sunday and as allowed by the City of Salem Code of Ordinances Monday - Saturday. 23. Exterior_ Elevation The Applicant shall conform with the building materials and colors as shown on the elevations for Quikava, Pep Boys and Best Wash. These elevations shall be part of the approved plans for this project. a. Pep Boys - Exterior Elevations, prepared by David N. Lummis, AIA, Ignarri - Lummis, Architects and Planners, 601 Chapel Avenue East, Cherry Hill, NJ 06034, dated April 23, 1996. b. Quikava - Elevations/Sections, C-2 Prototype, Sheet A-2, prepared by Quikava, Inc. dated 3/15/96, revised April 24, 1996. The exterior materials shall include wood trim and wood clapboards. In addition, there shall be no widows walk on the roof. C. Best Wash, Highland Avenue, Salem MA, Exterior Elevations, dated May 10, 1996. 24. Secu i Upon commencement of the fill operation, the Applicant shall post a bond, in an amount to be determined by the City Planner, in consultation with the City's Landscape Architect, in order to ensure sufficient funds are available to stabilize the slope along the rear property line in the event the project does not go forward. 25. Maintenance a. The applicant, his successors or assigns, shall employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. c. There shall be no salt used as a de-icing agent. d. Winter snow in excess of the snow storage areas on the site shall be removed off site. 26. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall replace all trees and shrubs which do not survive for greater than two (2) years. d. The Applicant shall implement a dust control program, including but not limited to, watering down of the site during the fill operation. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 27. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 28. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant, his successors or assigns. /> Walter B. Power, III Chairman jm/bd/pepboys.dec i (gilu of nivilii, ���c�aSuCfILI8E f5 3f a � � �I2I1t1Itlt� �DaTI �'cum:c Wnr !',alrm (6rprn v Amended Decision ,. N Site Plan Review - Wetlands and Flood Hazard District = Special Permits The Kennedy Development Group, Inc. 500 Broadway Everett. MA 02149 RE: Pep Boys - 224 and 234 Highland Avenue On Thursday, May 18, 1995, the Planning Board of the City of Salem opened a public hearing regarding the application of the Kennedy Development Group, 500 Broadway, Everett, MA 02149, under Section 7-16, Wetlands and Flood Hazard District and Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to the construction of a +/-22,000 s.f. Pep Boys automotive parts and service facility and associated site work of 224 and 234 Highland Avenue. The public hearing was closed on July 6, 1995. At a regularly scheduled meeting of the Planning Board held on July 6. 1995, the Board voted by a vote of eight (8) in favor, none (0) opposed, to approve the application as complying with the requirements of Section 7-16 and 7-18. On March 21, 1996, the Planning Board opened a public hearing for a proposal to amend the previously approved Pep Boys site plan by reducing the size of the Pep Boys building and the realignment of the parking spaces adjacent to the building. The public hearing was closed on May 16, 1996. The Board voted on May 16, 1996, by a vote of eight (8) in favor none (0) opposed to approve the Amended Site Plan subject to the following conditions: 1. Conformance With Plan Work shall conform with set of plans entitled, "Pep Boys - Salem, MA," dated March 17, 1995, revised March 31, 1995, April 27, 1995, May 23. 1995, July 12, 1995, November 29, 1995, February 13, 1996, March 5, 1996, April 4, 1996, April 29, 1996, and May 28, 1996, containing 5 sheets labeled L-01 through L-05, prepared by CDW Consultants, Inc, 111 Speen Street, Suite 119, Framingham, MA, 0 170 1. 2. Amendments Any amendments to the Site Plan or waiver of conditions contained within shall require the approval of the Planning Board. r� 3. Traffic a. The Applicant , his successors or assigns, shall receive written approval from the Massachusetts Highway Department (MHD) for the propose6 curb cuts and traffic signal changes on Highland Avenue prior to the issuance of a Building Permit. The Applicant, his successors or assigns. shall assume all costs for any required traffic changes. b. The Applicant, his successors or assigns, shall receive written approval from the City Planner and City Electrician for the proposed traffic changes, including signal timing, on Highland Avenue. c. Upon issuance of a Certificate of Occupancy for the Pep Boys building, the Applicant, his successors or assigns. shall provide the City of Salem with $10,000 to be used toward a Highland Avenue Corridor Study which shall define potential improvements to the Highland Avenue Corridor. d. The Applicant, his successors or assigns, shall provide a deceleration lane along their entire property frontage to the signalized entrance to the site on Highland Avenue. The applicant, his successors or assigns, shall provide "right turn only" striping for the deceleration lane. The deceleration lane shall be depicted on the site plan and approved in writing by MHD prior to the issuance of a Building Permit. e. The Applicant, his successors or assigns, shall provide the City and MHD, at no cost, an area of land approximately 10 feet wide, beyond the deceleration lane, along the entire Route 107 (Highland Avenue) property frontage of the site to allow for the future widening of Highland Avenue. This area of land is not to be utilized until said area of land is determined by MHD to be necessary to accommodate future roadway improvements. The responsibility for the future improvements shall not be borne by the applicant, his successors, or assigns. Such area shall be shown on the plan, and maintained in perpetuity as a No-Build Zone. 4. Conservation Commission All work shall comply with Order of Conditions #64-231 issued by the Salem Conservation Commission. 5. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. - b. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 6. Site Liphtine a. A lighting plan shall be submitted to the City Planner for review and written approval prior to the issuance of a Building Permit. b. All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. �l 7. Landscaping a. A detailed landscaping plan and planting schedule shall be submitted to the City Planner and approved in writing prior to the issuance of a Building Permit. b. Trees shall be a minimum of 3 '/z" caliper. c. Vertical granite curbing shall be installed along the radii at each of the two entrance driveways. d. Concrete or sloped granite curbing shall be installed within the entire site. e. Applicant, his successors or assigns, shall install a 4 foot chain link fence behind the northeast corner of the Pep Boys building to prohibit debris from blowing or rolling into wetland area. Location of such fence shall be reviewed and approved by the City Planner. f. The applicant, his successors or assigns, shall install a wooden fence ranging in height from 6-8 feet and appropriate landscaping along the entire rear property line to provide screening for abutters. The applicant, his successors or assigns, shall submit a plan depicting fence and landscaping for the City Planner's written approval prior to the issuance of a Building Permit. Construction shall include concrete footings and pipe bracing at each post. The Applicant shall complete the installation of the fence and landscaping along the abutting residences, upon completion of the fill operation and site preparation and prior to the start of actual construction. , g. The applicant, his successors or assigns, shall clearly delineate pedestrian crossing areas within the site. In addition, applicant, his successors or assigns, shall provide a handicapped curb-cut adjacent to the bus stop. Pedestrian crossing plan shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. h. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the applicant, his successors or assigns, shall be required to add further landscaping if such is required by the City Planner. 8. Sitynaee Proposed signage shall be reviewed and approved in writing by the City Planner. 9. Board of Health All Board of Health requirements shall be strictly adhered to. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Water Test The water system shall be tested by the City of Salem Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy. 12. Underground Utilities All utilities shall be installed underground. 13. Blastine a. All blasting to be done in accordance with 527CMR13 and _'ity of Salem Blasting . Ordinance. b. The Applicant, his successors or assigns, shall provide written notice to all abutters at least 72 hours before the start of blasting. Such notice shall include the time and duration of blastinz. 14. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant, his successors or assigns, as deemed necessary by the City Planner. 15. Bus Stop Relocation a. The applicant, his successors or assigns, shall work with the MBTA to relocate the bus stop on Highland Avenue at the signalized entrance to the westerly side of driveway. The relocation shall receive the written approval of the City Planner. b. The City shall make a formal request to the MBTA for the installation of a bus shelter at the bus stop. If the MBTA does not agree to pay for the bus shelter, the Applicant, his successors or assigns, shall agree to pay for the bus shelter. 16. Rooftop Screening A plan for the screening of rooftop equipment shall be submitted to the City Planner for written approval prior to the issuance of a Building Permit. 17. Rooftop Noise Rooftop noise and rooftop noise mitigation shall be in accordance with the "Sound Level Monitoring and Modeling - Pep Boys Automotive Supply and Service Center" study conducted by Tech. Environmental, Inc., dated June. 1995. If noise levels taken after construction exceed these levels, additional mitigation measures shall be installed. as deemed necessary by the City Planner, to reduce the noise level to the preconstruction levels. 18. Truck Deliveries Truck deliveries shall be limited to the hours of 7:00 a.m. to 6:00 p.m. Monday-Saturday and 12:00 p.m. to 6:00 p.m. on Sunday. - 19. Street Sweeping Applicant, his successors or assigns, shall provide street sweeping on Highland Avenue as is deemed necessary during the period of construction by the City Planner in consultation with the Ward Councillor. 20. Hours of 01=91ion Hours of operation for the Pep Boys service bays shall be limited to the hours of 9:00 a.m. - 6:00 p.m. on Sunday and as allowed by the City of Salem Code of Ordinances Monday - Saturday. c 21. Maintenance a. The applicant, his successors or assigns, shall employ an acceptable method gLmeans for. the holding and disposal of trash (rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. i c. There shall be no salt used as a de-icing agent. d. Winter snow in excess of the snow storage areas on the site shall be removed off site. 22. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall replace all trees and shrubs which do not survive for greater than two (2) years. d. The Applicant shall implement a dust control program, including but not necessarily limited to the watering down of the site during the fill operation. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 23. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 24. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority [vote ofthe Planning Board. Walter B. Power, III Chairman jm/bd/pepboys.ame � IdUt dao-sw�y fyv rn -S d.C"wo7��� Tit a, Pm, tt� chusetts o � z a �I�tnttittt� �n�r� 1(Our ,`Fa&nt (1�rrrit ec' i ?R Site Plan Review Wetlands and Flood Hazard District Special Permits The Kennedy Development Group, Inc. 500 Broadway Everett, MA 02149 RE: Pep Boys - 224 and 234 Highland Avenue On Thursday, May 18, 1995, the Planning Board of the City of Salem opened a public hearing regarding the application of the Kennedy Development Group, 500 Broadway, Everett, MA 02149, under Section 7-16, Wetlands and Flood Hazard District and Section 7-18, Site Plan Review of the Salem Zoning Ordinance, with respect to the construction of a +/-22,000 s.f. Pep a Boys automotive parts and service facility and associated site work of 224 and 234 Highland Avenue. The public hearing was closed on July 6, 1995. At a regularly scheduled meeting of the Planning Board held on July 6, 1995, the Board voted by a vote of eight (8) in favor, none (0) opposed, to approve the application as complying with the requirements of Section 7-16 and 7-18, subject to the following conditions: 1. Conformance With Plan Work shall conform with set of plans entitled, "Pep Boys - Salem, MA," dated March 17, 1995, revised March 31, 1995, April 27, 1995, May 23, 1995, and July 12, 1995, containing 6 sheets labeled L-01 through L-05, prepared by CDW Consultants, Inc, 111 Speen Street, Suite 119, Framingham, MA, 01701. 2. Amendments Any amendments to the Site Plan or waiver of conditions contained within shall require the approval of the Planning Board. 3. Traffic a. The Applicant , his successors or assigns, shall receive written approval from the Massachusetts Highway Department (MHD) for the proposed curb cuts and traffic signal changes on Highland Avenue prior to the issuance of a Building Permit. The Applicant, his successors or assigns, shall assume all costs for any required traffic changes. b. The Applicant, his successors or assigns, shall receive written approval from the City Planner and City Electrician for the proposed traffic changes, including signal timing, on Highland Avenue. c. Upon issuance of a Certificate of Occupancy for the Pep Boys building, the Applicant, his successors or assigns, shall provide the City of Salem with $10,000 to be used toward a Highland Avenue Corridor Study which shall define potential improvements to the Highland Avenue Corridor. d. The Applicant, his successors or assigns, shall provide a deceleration lane along their entire property frontage to the signalized entrance to the site on Highland Avenue. The applicant, his successors or assigns, shall provide "right turn only" striping for the deceleration lane. The deceleration lane shall be depicted on the site plan and approved in writing by MHD prior to the issuance of a Building Permit. e. The Applicant, his successors or assigns, shall provide the City and MHD, at no cost, an area of land approximately 10 feet wide, beyond the deceleration lane, along the entire Route 107 (Highland Avenue) property frontage of the site to allow for the future widening of Highland Avenue. This area of land is not to be utilized until said area of land is determined by MHD to be necessary to accommodate future roadway improvements. The responsibility for the future improvements shall not be home by the applicant, his successors, or assigns. Such area shall be shown on the plan, and maintained in perpetuity as a No-Build Zone. 4. Conservation Commission All work shall comply with Order of Conditions#64-231 issued by the Salem Conservation Commission. 5. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. Drainage shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 6. Site Lighting a. A lighting plan shall be submitted to the City Planner for review and written approval prior to the issuance of a Building Permit. b. All site lighting shall be installed and maintained in such a way so as to not reflect or cause glare on abutting properties, or which adversely affect safe vision of operators of vehicles moving on nearby streets. 7. Landscaping a. A detailed landscaping plan and planting schedule shall be submitted to the City Planner and approved in writing prior to the issuance of a Building Permit. b. Trees shall be a minimum of 3 1/2" caliper. c. Vertical granite curbing shall be installed along the radii at each of the two entrance driveways. d. Concrete or sloped granite curbing shall be installed within the entire site. e. Applicant, his successors or assigns, shall install a 4 foot chain link fence behind the northeast comer of the Pep Boys building to prohibit debris from blowing or rolling into wetland area. Location of such fence shall be reviewed and approved by the City Planner. f. The applicant, his successors or assigns, shall install a wooden fence ranging in height from 6-8 feet and appropriate landscaping along the entire rear property line to provide screening for abutters. The applicant, his successors or assigns, shall submit a plan depicting fence and landscaping for the City Planner's written approval prior to the issuance of a Building Permit. Construction shall include concrete footings and pipe bracing at each post. g. The applicant, his successors or assigns, shall flag all trees along the rear property line to be removed and depict them on a site plan. The plan shall be submitted to the Planning Department for review. All trees which are being removed and are over 5" in caliper shall be approved by the City of Salem Landscape Architect. It is understood that in every instance where a tree over 5" in caliper can be saved it will be the expressed interest of the applicant, his successors or assigns, and the City of Salem to save such tree. h. The applicant, his successors or assigns, shall clearly delineate pedestrian crossing areas within the site. In addition, applicant, his successors or assigns, shall provide a handicapped curb-cut adjacent to the bus stop. Pedestrian crossing plan shall be reviewed and approved by the City Planner prior to the issuance of a Certificate of Occupancy. i. After all project landscaping is completed, and prior to the issuance of a Certificate of Occupancy, the applicant, his successors or assigns, shall be required to add further landscaping if such is required by the City Planner. 8. Signage Proposed signage shall be reviewed and approved in writing by the City Planner and may be less than the signage allowed in the Salem Sign Ordinance. 9. Board of Health All Board of Health requirements shall be strictly adhered to. 10. Fire Department All work shall comply with the requirements of the Salem Fire Department. 11. Water Test The water.system shall be tested by the City of Salem Clerk of the Works for pressure and bacteria prior to the issuance of a Certificate of Occupancy. 12. Underground Utilities All utilities shall be installed underground. i . 13. Blastiniz a. All blasting to be done in accordance with 527CMR13 and City of Salem Blasting Ordinance. b. The Applicant, his successors or assigns, shall provide written notice to all abutters at least 72 hours before the start of blasting. Such notice shall include the time and duration of blasting. 14. Clerk of Works A Clerk of Works shall be provided and paid for by the applicant, his successors or assigns, as deemed necessary by the City Planner. 15. Bus Stop Relocation a. The applicant, his successors or assigns, shall work with the MBTA to relocate the bus stop on Highland Avenue at the signalized entrance to the westerly side of driveway. The relocation shall receive the written approval of the City Planner. b. The City shall make a formal request to the MBTA for the installation of a bus shelter at the bus stop. If the MBTA does not agree to pay for the bus shelter, the Applicant, his successors or assigns, shall agree to pay for the bus shelter. 16. Rooftop Screening A plan for the screening of rooftop equipment shall be submitted to the City Planner for written approval prior to the issuance of a Building Permit. 17. Rooftop Noise Rooftop noise and rooftop noise mitigation shall be in accordance with the "Sound Level Monitoring and Modeling - Pep Boys Automotive Supply and Service Center" study conducted by Tech. Environmental, Inc., dated June, 1995. If noise levels taken after construction exceed these levels, additional mitigation measures shall be installed, as deemed necessary by the City Planner, to reduce the noise level to the preconstruction levels. 18. Truck Deliveries Truck deliveries shall be limited to the hours of 7:00 a.m. to 6:00 p.m. Monday-Saturday and 12:00 p.m. to 6:00 p.m. in Sunday. 19. Street Sweeping Applicant, his successors or assigns, shall provide street sweeping on Highland Avenue as is deemed necessary during the period of construction by the City Planner in consultation with the Ward Councillor. 20. Hours of Operation Hours 9f operation for the service bays shall be limited to the hours of 9:00 a.m. - 6:00 p.m. on Sunday and as allowed by the City of Salem Code of Ordinances Monday - Saturday. 21. Maintenance a. The applicant, his successors or assigns, shall employ an acceptable method or means for the holding and disposal of trash (rubbish) after site development with a copy of this method sent to the Planning Department and Health Department in writing for their approval. b. Refuse removal, ground maintenance and snow removal shall be the responsibility of the developer, his successors or assigns. c. There shall be no salt used as a de-icing agent. d. Winter snow in excess of the snow storage areas on the site shall be removed off site. 22. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 A.M. on weekdays and Saturdays. No work shall continue beyond 5:00 P.M. There shall be no work conducted on Sundays and holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. Notification shall also be submitted to the Planning Department. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors or assigns. The applicant, his successors or assigns, shall replace all trees and shrubs which do not survive for greater than two (2) years. d. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. 23. As-Built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department prior to the issuance of a Certificate of Occupancy. 24. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. JI I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record or is recorded on the owner's Certificate of Title. The fee for recording or registering shall be paid by the owner or applicant, his successors or assigns. Walter B. Power, III a Chairman jm/bd/pepboys.dsp 1