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FIRST STREET - ZONING
1TIe c�a�oies u�b �lc,� --- - �-i�+ S�1- �� � ' �� — - Tn o CIJ M� I Screenro ert P P Y 0) - opposite entry with evergreen trees to block i headlight glare. ♦ark HEADWALL w , PS (7) v Selective clearing of existing VIM, vegetation on slope. Reinforce buffer with new j Highlight entry and sign W evergreen plantings. f with evergreen backdrop F and seasonal flowers. Z Selective clearing of existing srR�" 2) O G� vegetation on slope. New r j UI Reinforce buffer with new PS (1) 1 N (440) evergreen plantin Mr �. w PN (2) FIRST f�]3 (so' PUBLIC) `' ` r` v� PS (3) PN (2) �r� S ( \'1' i PS (1) W PN (3) `� ��� PS (2) PN (3) 1 O ( PS (2) I PN 3 v� ' r �� PROP FENCE / r r �� PROP. GRADE BEAM i 1 ��t /'r</ AINING W kLL � !x� I B 1ST BI BRM •,, PLAY AREA l PROP. POOL PROP. POOL 46 w► t i GT (1) GT (1) GT 0 i �(lli1i 7T) It , t1�lr AD PROP. POOL DECKL KEV7,i r-I IrTll ' !I P (2 G: I i�% j((; 7 771 � `" / PN 1 = ' �� � i - i New grass on slope. • ro BN 1 w AL (2) »HILL L AL X2) AL (2) W CHEVROLET" BN 1 1 i \ _ , MP (13 �: I i A (3 A (35 A (35) (1) STORY1 �: `� A 1 1 1 �1'l Z CR 1 `� RAN CONCRETE BLOCK & BRICK _ R (1) t i PROP. CONC. No.207 ` BN I ; �1 �'j!r RETAINING WALL W PROPOSED MAIN BUILDING • (GROUND LEVEL FOOTPRINT) 22,701 s.f. 1j M31\ A ! 1 1 II � w 1 � E� _ 1 ,' FIN. FIRST FL ELEV.=145.0 fr .r! l I IM] � !!t+ �i `PROP. CONC. r�� � _ PROPOSED TENNIS COURTS RETAINING WALL 1 o �it Z IT I �Im&I I 103 40 0 I R (1) R (1) R (1) v ` SN ( 4 it F-+--I 0W_ ;111; ' f New grass on slope. W - i GM EEX3 MP � PROP. GRZADE EAM � � BN E[31 RETAINING W L O (2) AL (.2)p AL (2) f i1! � ,d. _ f A (3�.. A (35) ,t X93 r-- - - - PN (1) T 1 T 11) Im" GT 1) =y' r# PS (2) CA (45) CA (45) CA (45) o N/F PEQUOT ASSOCIATES MAP 13, LOT 6 q BOOK 14320, PAGE 256 U N/F THE SECOND PICKWICK TRUST MAP 8 LOT 141 BOOK 13828, PAGE 177 A � �VJ F-1 O O PLANTING SCHEDULE Symbol Qty, Botanical Name Common Name Size Remarks J q Trees � AL 12 Amelanchier laevis Allegheny Servioebe 2-3- B&B AR 9 Aoer rubrum Red Maple 5 1/2-6"cal. B&B O BN 7 Betula n1gra River Birch 10'-12'ht. B&B GT 7 Gleditsia triacanthos Honey Locust 5 1/2-6"cal. B&B II PN 1 8 Pinus nigra Black Pine 3-4'ht. B&B H L) PN 10 Pinus ni ra Black Pine 4-VIM. B&B PS 16 Pinus strobus White Pine 6'-8'ht. B&B a. a PS 14 Pinus strobus White Pine 8'-1 O'ht. B&B In V Shrubs Hessle p v MP 26 M rica enns Ivanica Northern Bayberry 3-4' B&B Z J JH 234 Juniperus horizontalis Creeping Juniper 18-24"spr. B&B Associates, Inc. CA 345 Cotoneaster a iculatus Spreading Cotoneaster I 18-24"spr. B&B w Landscape Architects x 432 Columbia Street Cambridge,MA 02141 Groundcovers 1 9 Phone: (617)491-5300 ANN 880 Annuals 6"o.c. 4' pots 8 FAX: (617)491-7502 Email:pressley@pressleyinc.com n U ar d a C7 r (0, VM 1 1/2- WIDE FABRIC TREE STRAP ENCASE GUY WIRE IN NEW 1/2" 0) BLACK RUBBER HOSE — INSTALL 3 GUYS EQUALLY SPACED INSTALL 3 GUYS EQUALLY SPACED AROUND BALL 3/16" GALVANIZED W n AROUND BALL. 3/16" GALVANIZED STEEL WIRE SECUREDi AT BOTH ESTEEL WIRE NDS WITH NON-RED AT BOTH IVE CABLE ENDS WITH NON-CORROSIVE CABLE CLAMPS GALVANIZED TURNBUCKLES r"I SPACING VARIES CLAMPS. GALVANIZED ON EACH WIRE SIZED, AS (0 TURNBUCKLES ON EACH WIRE SIZED APPROPRIATE TO SIZE OF TREE u -�-� FINISH GRADE AS APPROPRIATE TO SIZE OF TREE. TREE SHALL BEAR SAME RELATION TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS TO NURSERY W • . •. • . TO FINISH GRADE AS TO NURSERY EXISTING GRADE. DO NOT COVER GROUNDCOVER OR PERENNIAL PLANTS EXISTING GRADE. DO NOT COVER ROOT FLARE z ROOT FLARE. GALVANIZED TURNBUCKLE 0 MULCH W 3" MULCH 3" MULCH MAXIMUM �4 LL Q 'I` 1 3" HIGH SAUCER FINISH GRADE LAWN a a MjMjQxxUQ=E mom 'I'Ilmll"Mg, FINISH • RR A - SEE DRAWINGS . FOR J - -- PLANTING MEDIUM PLANTING MEDIUM AS SPECIFIED _i - - ., PLANTING MEDIUM I(__. i=III_-' » -,, : - s` r, .�I I I--':� =:�I I L=-I ••,,., .4. ,<` _ � UNTIE ALL ROPES ANID REMOVE ALL �'• . �° I,�= iI I II_I WIRE BASKETS AND POLY-BURLAP W .• . ';, UNTIE ALL ROPES AND REMOVE ALL I i�, (_� ! -I I _ �o(� r '. •� � •.•'•�•.••.. �•. � ;. , ;.. .'•.:•�• . � ,�=I i11,-_--yII_II--{{I1--=1_=,I-L-;��.-`1_IiI!_;(.'—_=_�I-_(.__,sl-.-�;�I_!I..,(i!;, ;_._iILI=�i;:!-�I-iI�i=��I,I_,I-;li-lIi'!-i_;i=,I�__-i_r_-!-�`-I-��I I_,(--�:II-Ii ,i-,,_,1-!II--.`I v--:�_!(i-?'I;�'!:�,._',,!,;-_!�IfI!.�-I�I_,-r!!-I--I!-�+i;(II,=.(I-_1(I_�I--�II=-I--_�1I+_II--I IWIRE BASKETS AND POLY-BURLAP. :1--_ , �__ I' i'-T•..-', !.-!�_r =�_r•• _�,� ;-_ ,.,--j- � {� ROLL T BURLAP SACK 1/3 ROLL JUTE BURLAP BACK 1/3 FROM TOP O FROMTOP OF BALL PRIOR TO OF BALL PRIOR TO BACK FILLING z BACKFILLING. ;! METAL DRIVE ANCHOR!. SIZE AS P ER METAL DRIVE ANCHOR 2,6" LONG -; - MANUFACTURER'S RECOMMEDATION. � -11I tii•'I✓�=-1 ! 1.I_„_i I�11i;l !I 1i=={ =(�;��j+ ;{ rI--I �I ,!=! —=1 ! i{� a!;,!�=—i�i—i=1 -i I I=il-I;I�-,I_��i�!, !lir.' i COMPACTED SUBG RADECOMPACTED LOAM 1,COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED LOAM Fs I !. li � I ! �-.IIi �� 1I-1iI ! III 0 BALL PLUS 36" BALL PLUS 36" CLEANLY PRUNE ALL DAMAGED O O BRANCHES. TREE SHALL HAVE STRAIGHT TRUNK AND, BE PLUMB AFTER SETTLEMENT. ©PRESSLEY 2000Deciduous Tree PliontingEver teen Tree Plantin NOT TO SCALE ©PRESSLEY 2000 NOT TO SCALE ©PRESSLEY 2000 z 0 N W z N W � W j �D z w 0 z W TREE SHALL (BEAR SAME 0 RELATION TO FINISH GRADE AS TO NURSERY EXISTING GRADE WATERING SAUCER SHALL BE DO NOT COVER ROOT FLARE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING 2 PEA GRAVEL MULCH DO NOT CUT LEADER WASHED TREE WRAP SHALL NOT BE USED U V TREE SHALL BE SET PLUMB 50-0" OPENING 1" X 12" BOARD FRAME TREE PIT z TREE SHALL BE PLANTED SO THAT FINISH GRADE as CROWN IS 2"-3" ABOVE FINISHED SEE DRAWINGS FOR MATERIALS o SHRUB �` 2, GRADE AFTER SETTLEMENT 1.C4+ 40 2" MULCH �} S<0 CUT & ROLL BACK 1/3 OF BURLAP o 0 0 � Ay � o 0 0 0 o COMPACTED F BEFORE BACKFILLING - _rte Tom" _i l ,'i __ ._. _ _ � �4 -i i -- i •a --i i,. 7i s a,i- PROCESSED GRAVEL ! —f!!-1 1—!i !IT ! i--1�-1! € �i t ri r ! I I I I—�� LLL - !{ I!--' COMPLETELY REMOVE i ' I I I ' 4'00° 4'00° 3" HIGH SAUCER 11��l, -J1! �j�1= f i11 11! ! 1 =1! i�l— � i - ' I,I -iT? !Tl-,f� Il,��if " 1-... - � ,� �,,i SOIL SEPARATOR FABRIC ! ,_---�, � SYNTHETIC BURLAP & LACING �- r• FINISH GRADE -:Ill 11 2"-3" AGED PINE BARK MULCH III SII I,i -�--- ,oi1=' -- _li -t�-rte �; "' �- ' ;i ;l�=i i ifi=�� �i I,=1f�• S i- '1= ;' ,,, ! 1!L- -i I i !; c�` PULL MULCH AWAY FROM TRUNK OF TREE _.�,-.,,__,i .. :• Iii—i�. I,I . .z I_ ( ) li .-_., BACKFILL WITH PLANTING l!i= � II !1=!Ii !!' !llw�iii=lf�w7 _=!!I i� IT �(I i'� Ali 1-. �' ;�'- ! PLANTING MEDIUM I(__�i I-I,I_ _ ._I i- .'; I! I i I-I =,I I 111- I l- (I ,, - 1 = i!-; .�, i "� -�' '1� � � 3" HIGH EARTH WATERING .i!!-1�f=all=ill-il=!ii=il{-lih!!111=i I!-'i � lil=ll!-'I�1! Ili=ill 11;-i�1_-1 I ti. .. MEDIUM AS SPECIFIED -, i._ r. IIi= .- i_��- - - ,- ,, , �. UNTIE ALL ROPES AND REMOVE ALL !, �-1f -.I! !�. � SAUCER AROUND TREE PIT _�!-1I(�!1i1.itii�f,,-�=ii -_I;���-1I�,--IIi--�• , -- - ;_T ',!--�1 -1 T-_,l�il� I�� ii-_ ':��-- _ � �. �_.'._; i___ ?__�r-i�-_�' ,�_i�= '_= =- -='I-i WIRE BASKETS AND POLY-BURLAP i=+ !; _ MPA T SUBGRADE I - i- Ii _ I slr. ,I, .II ._i , I, . !I,__,!i, II .I. E,4-1 i-_i I I-_,I la 1 I CO CED � i 1 �T ROLL JUTE BURLAP BACK 1 3 FROM - - — _ ; i i!--r I�__-�,, ,I,.�i, _ ,, ,I r IIi --�.,..;.�,,.:. .:•• --� W_ ,=: �.. ., ,; .. _I I,, -f�i-IIT-f�i�._I!-„�,, i�r-,;,(i=1�::-1(:f�r�,_�.���,� ,_.���-�r- �i•��:;����� �_ i.-. / � III i�l I r I! I.i _ _._ _- _�=- _Ti.__ ._ _ - T.._._ �_._ ! _-! = = :�• : ! !1-I—I Iy !17-111�I �--t i I_,I,_T__1 i I_I I Iv_I �I I Ir- _I 'IT I- -,I i ,i!_ TOP OF BALL PRIOR TO BACK FILLING I,i 1_._�I I L_:_-I i I-...- I I—.._I i�_.._...I I L. '.� !i...w...�_I(.__.-��!.u.....1 i---^'1�I--,.�FEE!I!..._. I—I! .•.:,• �: �.'�..;:; r _is i,!f M � �i�. 7 l..`.:.I I�'I I-....!!!.....-i I I !!!. �1!;�')!L�."!I!`."ll!�.� _i ._�j-� 77, I !i; ! _. A T r T (I; ,r l�I-;-fi --!I�=i I I-`I I F-_l i!- (I- i I i=I i i!I_ �_f-I I UNTIE ALL ROPES AND REMOVE I. ((: M ,_�i i (I =� '� i i�=l C i I r=I 1=,I =(!I=l f- COMPACTED LOAM 11, 9I,__ ! I c 1. _.I ,,..._i all I- j i i L Ili -;j{ I I! III_-I I - _=!!!-_ I I ALL WIRE BASKETS. ROLL JUTE 1 I -.; - i == �= I ,1 l - Iii- -, i_ ! ! BURLAP BACK 73 FROM TOP OF _� BALL PRIOR TO BACKFILLING. BACKFILL MIX PER EXCAVATE PLANTING PIT I--I o SPACING VARIES SPECIAL PROVISIONS ROOTBALL ' I: TO DEPTH OF ROOT BALL E1 141.1 COMPACTED SUBGRADE (SEE PLANT LIST) 6" TYP. =�1 I -'' 7 NOTE: z H '~ S 1 3x ROOTBALL DIAMETER GRAVEL UNDER SIDEWALK MAY BE REMOVED FROM � a \`�pF UNDER CONCRETE TO ACCOMMODATE TREE ROOT BALL. • Evergre .-I.. , Tree Plantin on a Slo e Deciduous Tree Plantin in Sidewalk co Shrub Planting p NOT TO SCALE ©PRESSLEY 2000 NOT TO SCALE @PRESSLEY 2000 NOT TO SCALE ©PRESSLEY 2000 E M a z Hessle y s . . Associates, Inc. . . w Landscape Architects 432 Columbia Street Cambridge, MA 02141 Phone: (617)491-5300 S FAX: (617)491-7502 Email:pressleyCpressleyinc.com U N N 3 \ Cy i (EXIST. DMH j R:�103.01 INV 99 31(ST i yj EXIST. DMH �R=103.41 INV.-98.03(NW) EXIST. DMH V :NV --99.25(NW)[.. �^ADWALL R=101.65 REPLACE EXIST. 12' DRAIN NV.=99.57(Sk INV.-97.45 Nf_) WITH 18- RCP DRAIN `INV.=100.00(S) '• NV _94 E) AT SAME ELEVATION !NV_:=94.4 SE.) +' INV.=96. W) PROP. TEL., ELEC, CABLE F IST SWx ±NV.=96.82(5 \ -`� R--!03.92 ~ x F x IN"v EXIST SMH - INV. 8.45- 1 % PROP. 5' WIDE 1N�'.=95.37 CONC WALK - G * _ (DBL s x x l } " +' x Q W � � _ � .�:. -+- -- - �� ---- � S 1 � `� �� ,yr �+ a '\ �; --� E x. DMH-6 •� - O•. \ Ov 0,. --s---- O 5 - - - -- -._.__.- �t- � _._ _ �- -�� 1` O •y� x Yn. • .41 1-_-�-,lam SMH-1 ��,, �^��`- - .� „�. ..h. r `, �a {�f _ 1 t �.-,R x . � •�a\y .� la 's �, x � - • .' V \ i'' INV =1 Q •.- - x - / ���-� �X ic' ._ x,. ..;�.,:fZ- ,; .1' .�, G F:' OZ' �O?` , .:�tr �4 �1 O O •*TS .1 . x '•� -'''a. -'� .- ' C PROP c so' BUG g�.. ,.� _ �t.= - x oo-< � - d x` FOR REGISTRY USE ONL Y 4. x x - 3 x Y.: -- - sp.. - - A FJ x � s� ;y �eae� Yys iP RAP 1.1 SUPE- ,�y�' _ ,- ?D EXIST. D!- � � x.r - �,- .;� - ._ .._,i,,^;. . _ < - --_ ._ _ - x < _ - ) x x Off.- - ") � A ` MH-7 T.0.W. EL. 133.00 - ---12 21 1ALk`�M[ SIG � * x: x u 30' 1=R P ADE 81 $.0. EL.=129_ TOTAL AREA v 2s - f � ` _ , ;�- r©YC 1 AC W -- ' _ -- _ P •-wr---mow a� M RE � ALL EL 33. 24 SMH-2 : 209,880 S.f.t �8_O.W: =13�: �, ROP. FENCIy 3.50FG* � J.D.W, E`L_ 05. 0 � moa _ x =132 0 13• B.D.W. EL1f33.s30 c'' / 4 128 * K,�� h� °,� x • - --18-D itAr.. - - ,!P O x N / x 120.0 210. 18'PVG PS-- � ) x s•,,,^ x c DMH-1 HE AD - k DMH -2 �-PS-2 r (TIP l \-STRUCTURE ROP. CONTROLI ��m � x v xT.G.W. EL.-134.0 PROP. GRADE BEAM DMH-9~ I � �o ' OMH-5 - -- \\,T x RETAINING WALL N k ' h - 4 6-O.W. EL.�129.0 - (C 2) + L. .X� a � - T.O.W EL.=13 .00 1 o - �1"fl ( " 08 '' PARTICLE SEPARATOF� , a ', a 10' SIDE I B O. EL.=12 .00 � PROP. POOL y n lao PROP. POOL y x k .ab SETBACK _, ,zg _ -H. I_ .�. T.O.W. EL.=134.0 w (PS--;1) x x ` -�' DATE OF APPLICATION: ti30- Ei.= -- - - aoo Pf:A�' AREA 3.0 0� x -=- x x I �G B.O.W EL =13 b 32- - 5� I k e. -PROP BIT CONC. x x xe RIP-RAP 1:1 SLOPE / � ~ _-04 t� � 1)o. DRIVE " ". r►' x DATE OF HEARING TO T.O.W. - x % -- - --- DECK 3 - 045 J7PROP_POdOL + x13 SOE OOF G p 11 ��:PROP. 1: 1 x Zx_ i- ( ,35 I RIP-RAPWALK ♦`' TD-- I o�_ SLOPE ?' x DATE OF APPROVAL: INV. 8"S 90.9' 10.5' I v xa' o O.W. EL.=137.50 r N x 1 r 1122.00 co B.O.W. EL.=13 'n_ 14 x�y x x / °R PROP. SERVICE 20 ° I -PROP. "TRUDED ,�. x ,, •�Q �� DATE OF ENDORSEMENT- PROP. LEASE / i x a I ENTRANCE Q CC. CURB x 0 �, a x e LINE fi 3 I (,DBL) x > m I "0=131.75 I x cx_h ;h i x^ x � T�EL00M�o P SUBSURFACE STOR ATER IP6tOP. TRENCH �6 DE TENTiCNV FACILITY B50 x DRAM (TYP.) - - - - o e' -- -- I 20.0' \ 18 Pv_ + P ED OF p o DMH- 3 +1EADE:_R PAVEMENT �, x (Tw.) --DMH-4 / o� PROPOSED MAIN BUILDING (� PROP. CONTROL PIT PROP. CONC'�. . � � o x STRUCTURE CBS (GROUND L 2 - RETAINING WALL LEVEL FOOTPRINT) (CS-1) CB-2---� / 22,707 s.f f�' G x R=134.30 c6 t o FIN. FIRST FL. ELEV.=145.0 00 u, ►"j rl- H _ 2 -PROP. CONC. N U cj PROPOSED TENNIS COURTS o RETAINING WALL U rT + PROP. CONC-- - 2 117 h.- 4, �, , RETAINING WALL I 3 00 N SALEM PLANNING BOARD x n 219 0' _-_ ❑ 1 x "✓ , %� ! ,�' --- --- - r1 Q T.O.W. EL=136.50 _ i $wry- i � 'Jx� p 3 �ti B.O.W. EL.=134.0 v 1�ROP 1. 1 x �. r ao 'A RIP-RAP 0' 40' 80' 120 PROP. GRADE EAM a 3 SLOPE yi RETAINING WAL T.OxW. EL.=137.50 _x` P�_'X65.94End I + - I 0.W. EL=134,0 SCALE } i %, r '�,y ��' G• 134.00P111.0,111.0'120.0' C- cPJ4 IF 8-W 8"W 5+46.24- y 5+ 00 x 133.00 # ` x *'�' ` 3,30 n �1, OE. - * 1 0 WAR 11-16-00 ADDED NOTE RE: REPLACING EXIST. DRAIN (0 ,0 N/F - --- x x C .,....__.---____----___.--pF rw __-._.__ AE;WNING WAkt 's. x x� a` x ON FIRST S T. --_-_. - w --- -- x - x x '` . „ PEQUOT ASSOCIATES p1 X> LO.W. F,L.=142.50 T.O.W. E�+• .o x _ T.O.W. EL.=144.0 T.O.W. EL.=137.00 ;r MAP 13, LOT 6 EVISION DATE DESCRIPTION - BY APPR x O.W. EL.=133,00 B.O.W. EL-M7.5 B.O.W. EL. 139.5 B.O.W. EL.=136.30 + BOOK 14320, PAGE 256 PROPONENT.' D. & L. REALTY L.L. C. ' �a N/F ay x T.CkW. EL=146.50 x x0, - THE SECOND P)CKWICK TRUST B.O.W. EL=136.75 15 SARGENT STREET x x MAP 8 LOT 141 BOOK 13828, yPAGE 177 BEVERLY, MASSACHUSETTS 01915 a' 11HOJEC.'7' T -7TTHE GABLE'S CLUB LOCATED ON FIRST STREET LEGEND 1.P. IRON PIN IN STRUCTURE SUMMARY STRUCTURE SUMMARY _ SALEM, MASSACHUSETTS I.R. IRON ROD STRUCTURE No. RIM ELEV. INV. ELEV. STRUCTURE No. RIM ELEV. INV. ELEV. ARAN. ABANDONED MHB MASS. HIGHWAY BOUND OHW OVERHEAD WIRE CB-1 131.75 129.20 CS-1 135.20 124.75 18- HEADERS IN ASPH. ASPHALT - - _ ( ) PROJECT N0 : 20 144 DATE: OCTOBER 12, 2000 B BOLLARD PB PULL BOX CB-2 134.3 131.0 - 125.25 (18- OUT) CB CATCH BASIN RCP REINFORCED CONCRETE PIPE CB-3 133.0 131.14 _ SCALE AS NOTED DWG FILE NAME 20144MAIN.DWC CB/DH CONC. BOUND/DRILL HOLE SEWER CB-4 131.0 128.0 CS-2 133.50 127.15 (18- IN) 124.92 (21' IN) wmm CB/EPLP CB/ESCUTCHEON SEWER MANHOLE CB-5 120.39 115.62 --- - 124.90 (18- HEADERS OUT) DESIGN BY: William, S. Needham, CHECKED BY: Bradley C. McKenzie. P.E CLF CHAIN LINK FENCE SB/DH STONE BOUND/DRILL HOLE DRAINAGE NOTES: Ce-6 120.39 115.30 REPARED BY. CONC. CONCRETE S W SIDEWALK CB-7 103.16 99.13 SMH-1 MATCH EXIST. 95.84 EXIST. 97.80 (PROP. 8- iN) D DRAIN O 1 ALL CATCH BASINS ON-SITE SHALL BE EQUIPPED NTH GAS/OIL HOODS CB-8 103.22 99.04 SMH-2 120.00 113.00 (8- IN) 102.60 (8- OUT) 0 DRAIN MANHOLE TELEPHONE MANHOLE AND 4 FOOT SUMPS CB-9 132.0 125.61 McKENZIE E ELECTRIC UP UTILITY POLE 2. ALL STORM DRAINAGE PIPES SHALL BE 12" POLYVINYL CHLORIDE PIPE (PVC) DMH-1 132.0 127.17 EO ELECTRIC MANHOLE W WATER UNLESS NOTED OTHERWISE. DMH-2 133.0 125.61 ENGINEERING END. FOUND WG WATER GATE . DMH-3 1375 124.87 3 A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE v G GAS TREE WATER SERVICES CROSS STORM DRAIN LINES. WATER SERVICES SHALL BE DMH-4 119.22 114.70 (IN)111.74 (OUT) GROUP, IN C. GG GAS GATE 0 - 0 - 0 -- CHAIN LINK FENCE ENCASED IN CONCRETE REGARDLESS OF CLEARANCE WHEN PASSING BELOW DMH-5 _ 104.96 100.70 (IN)100.25 (OUT) © GAS MANHOLE WOOD FENCE MINIMUM DISTTANCEM DRAIN SOF 10CFROMENT THESCROSSING POINT OFALL EXTEND GWATER THE OTHERRVICE PIPE A DMH-6 103.29 98.93 O _ p - p -._ GP GUARD POST - K - K - WIRE FENCE AS MEASURED NORMALLY FROM ALL. POINTS ALONG THE PIPE. DMH-7 124.0 120.69(IN) 112.0(OUT) PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT GUARD RAIL 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GR GUARD RAIL room STONE RETAINING WALL 4. ALL SERVICE CONNECTIONS (I.E., ROOF AND CANOPY DRAINS) SHALL BE DMH-8 MATCH EXIST. 97.70 GRAN. GRANITEINSTALLED TO A POINT 10 FT. FROM THE BUILDING WALLS UNLESS OTHERWISE DMH-9 132.5 122.87 PHONE: (781) 941-2211 FACSIMILE (781) 941-2662 CONCRETE WALL NOTED OR DETAILED. HWL HEADWALL CURBING DMH-10 112.0 110.0(IN) 102.0(OUT) DRAWING TITLE: 1)WG. No HYD HYDRANT EDGE OF PAVEMENT PS-1 133.3 128.121N 127.87(OUT) PS-2 132.25 125.51(IN)125.26(OUT) GRADING AND DRAINAGE PLAN SP-2 V I _ rEXIST. DMH IFR=103.01 INV-=97.65(NE) INV.-.99,31'SE INV.-9';' X76_.� PROP. 10"x8D.I. INV - 9'rFR IV ; TAPPING SLEEVE INV.=98.03(NW) EXIT. DMH I INV.=99 25(NW) do VALVE f HEADWALL I(R--101.65 REPLACE EXIST. 12" DRAIN I NV.-99.57(SE) INV.=97.4NE) -WITH 18" RCP DRAIN tNV.=10{1.00(5) j !NV.=94.47 E) AT SAME ELEVATION ------ -� tNV.=94.49 SE INV.=96.85 PROP. TEL., ELEC, CABLE EXIST. SMH INV.=96.82 W) / R=103.92 PROP. 10"x8" D.I. 7 & VALVE EXIST. = TAPPINGSLEEVE �,,` �tNV.=100.05/ RNV.-96.2G SMH IN .--- -- 15 8 �! R=101.87 98.4 EIWINV.=95.37 CONC SI WIDE GB-7 nwL - 74 r DMH 6 - - - --- - - "S ---- ~� �---�- - _j � - FOR REGISTRY USE ONLY iiv.�s$.4 - ti� � t0' t�\ INV =100.03 CB-8 PROP. GAS 60' PUBLIC) , (DBL) 3 O0 MH-7 30' FRONT TOTAL A SETBACK SMH-2 09,880s.f. -9 PROP. FENCE • I3 12.5' =132.0 " I Q 120.0 210.0 �S HEADER PS- + 4 DMH-1 �PS-2 (TYP-) PROP. CONTROLI DMH-5 8131 DMH-2 PROP. GRADE BEAM DMH-9 TRUCTURE I DATE OF APPLICATION: 10' SIDE o RETAINING WALL 21"D (CS-2) ( PROP. 1,500 GAL. --- SETBACK I Im PROP. POOL PROP. POOL o ( I (PS-1) PSPARTICLE SEPARATOR 6 I PLAY AREA ( ' DATE OF HEARING: 4 I I I PROP. BIT. CONC. • -J I DRIVE WAI PROP. POOL DECK I o DATE OF APPROVAL:00 I I ` 1 II I Q DATE OF ENDORSEMENT: INV. 8'S 90.9' 15' o I W I =122.00 iflPROP. SERVICE PROP. EXTRUDED PROP. LEASE ENTRANCE _ r--- � CB-1 I + (TYP.CONCCURB LINE N_ ( )PROP. 6" D.I. FIRE SERVI � I (R8131.75 PROP. 4" D.I. DOMESTIC S (D a PROP. 0 PROP. TRENCH HYDRANT I PROP. SUBSURFA(CE STORMWATER I a DETENTION FACILITY _Cj Icv DRAIN (TYP.) - - - PD CS-1 ROP. EDGE OF I 20.0' D18'Pvc \ MH-3 - -- - EIDER PAVEMENT (M) t o I PROPOSED MAIN BUILDING a PROP. CONTROL �I CB-5 ---DMH-4 I (GROUND LEVEL FOOTPRINT) STRUCTURE �-CB-6 (CS-1) CB-2 0 22,707 s.f. R=134.3 o FIN. FIRST FL. ELEV.=145.0 000 N v PROP. CONC. PROPOSED TENNIS COURTS N z 3 RETAINING WALL 8' 0 --- RETAINING WALL SALEM PLANNING BOARD I 3 A Z 20.0' °° n 0 J U 0' 40' 80' 120' W PROP. GRADE BEAM oac _ SCALERETAI NG WALLI a PROP. a+es.a4 HYDRANT 8 I 111.0' (----� cj 8"W 8"W 5+46.24 5+00 co PROP. 8' D.1. or!w. 6•W I WATER MAIN -3 (CLASS 52) R 133.00 PROP. 8" - 45' D.I. 1 11-16-00 ADDED NOTE RE: REPLACING EXIST. DRAIN BENDS W/ CONC. THRUST ON FIRST ST. BLOCKS (TYP) N/F EVISION DATE DESCRIPTION BY APPR PEQUOT ASSOCIATES PROPONENT: t MAP 13, LOT 6 D. & L. REALTY, L.L. C. + BOOK 14320, PAGE 256 15 SARGENT STREET V PROP. 8"X6" D.I. TEE PROP. 8'X6'" D.I. TEE N/F PROP.(2) 8" D.I. GATE VALVE BEVERLY, MASSACHUSETTS 01915 PROP. 6" D.I. GATE VALVE THE SECOND PICKWICK TRUST PROP. 6" D.I. GATE VALVE PROP. 6" D.I. PIPE MAP 8 LOT 141 PROJECT. PROP. HYDRANT (TYP.) BOOK 13828, PAGE 177 THE GABLES CLUB LOCATED ON FIRST STREET GENERAL UTILITY NOTES: IN LEGEND I.P. IRON PIN SALEM, MASSACHUSETTS 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION I.R. IRON ROD AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON 5. A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED ABAN. ABANDONED MHB MASS. HIGHWAY BOUND THESE PLANS IS BASED ON RECORDS OF VARIOUS UTIUTY COMPANIES AND BETWEEN SANITARY SEWER MAINS AND WATER MAINS. WHENEVER WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 ASPH. ASPHALT OHW OVERHEAD WIRE IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF MAIN, THE ELEVATION OF THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES B BOLLARD PB PULL BOX ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE BELOW THE INVERT OF THE WATER MAIN. CB CATCH BASIN FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE SCALE: AS NOTED DWG FILE NAME: 20144MAIN.DWC CB DH CONC. BOUND/DRILL HOLE RCP REINFORCED CONCRETE PIPE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY 6. DOMESTIC WATER SERVICES 2 INCHES AND SMALLER SHALL BE TYPE K CB/DH GOVERNING PERMITTING AUTHORITY, AND "DIGSAFE" AT LEAST 72 HOURS COPPER TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED DESIGN BY: William S. Needham CHECKED BY, Bradley C. McKenzie, P.E. CB/EPLP CB/ESCUTCHEON PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF CORPORATION STOP WITH APPROVED SADDLE, CURB STOP, GATE AND BOX. CLF CHAIN LINK FENCE: SEWER MANHOLE UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IIN WRITING OF ANY UTILITIES SB/DH STONE BOUND/DRILL HOLE INTERFERING WITH THE PROPOSED CONSTRUCTION .AND APPROPRIATE 7. ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION PREPARED BY: CONC. CONCRETE S W REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITIH THE WORK. IT SHALL BE AND TESTING SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL. REQUIREMENTS. D DRAIN SIDEWALK THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 0 DRAIN MANHOLE TELEPHONE MANHOLE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON 8. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC (SDR-35) PIPE. M CKENZI E THE PLAN. E ELECTRIC UP UTILITY POLE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND 9. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE OE ELECTRIC MANHOLE W WATER MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE I-AID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST ENGINEERING WG WATERGATE WORK. 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF FND. FOUND THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT , THE WATER G GAS �° TREE MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION OR CONSTRUCTED GROUP, INC. 3. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS IN THE LOCATIONS SHOWN ON THE WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF GG GAS GATE 0- 0- 0 - CHAIN LINK FENCE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS AND LOCATIONS OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER © GAS MANHOLE ° - 0 - 0 - WOOD FENCE EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS - x - x - WIRE FENCE WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL SEPARATION PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT GP GUARD POST T - GUARD RAIL AS STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GR GUARD RAIL STONE RETAINING WALL 4. ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 GRAN. GRANITE CONCRETE WALL AS NOTED OR DETAILED OTHERWISE. POINTS ALONG THE PIPE. HWL HEADWALL CURBINGDRA WING TITLE: DWG. N0, 10. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE HYD HYDRANT - - - - - EDGE OF PAVEMENT CONTRACTOR SHALL CONFIRM WITH THE GAS COMPANY THAT' THE GAS LINE INSTALLATION SHALL BE BY THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL UTILITY PLAN SP-3 GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. _ _ Tr j, r – --- – _ I^ _ FRAME TO BE EQUAL TO LEBARON LA 264-2. --- 4COVER TO BE EQUAL TO LEBARON LA26C2 - ADJUST AS REQUIRED TO FINISHED FRAME TO BE SET IN MORTAR. MANHOLE COVER MASS DPW "CASCADE TYPE" % NN a GRADE WITH TWO BRICK COURSES (MAX.) SHALL HAVE A DIAMOND PATTERN, PICKHOLES & GRATE ALL OTHER FRAMES • p THE WORD DRAIN CAST IN 3 LETTERS TO BE EQUAL TO LEBARON 3 FLANGE LK125. 4 , GRATES TO BE EQUAL TO LEBARON LK24SG18. D ❑ O O ❑ ❑ C FRAMES TO BE SET IN FULL CONCRETE COLLAR. 000000 LEBARON t24SG1 GRATE a « AND LV2448-2 FRAME GRADE WITH TWO BRICKS (MAX.) 000000 3 1/2 FINISHED GRADE FINISHED GRADE • BUTYL JOINT _ 0000 ❑ O SEALANT C CONCRETE COLLAR o a . 24" MIN. FRAME TO BE SET IN , PRECAST CONCRETE ( SECTIONS TO CONFORM FULL MORTAR BED ? " --- N l 24 (MIN.) FRAME TO BE SET IN « TO ASTM C-478, CONCRETE 22 x 44 OPENING IN TOP OF 4000 P.S.I. IN 28 DAYS o FULL MORTAR BED m SLAB (GRATE NOT SHOWN) 0.17 SQ. IN. PER LINEAR I PLAN SET FRAME IN FULL FOOT CIRCUMFERENTIAL MORTAR BED & CONC. PREFORMED FLEXIBLE STEEL REINFORCEMENT M MORTAR FILL AROUND PIPE Id gM ' w PRECAST CONCRETE COLLAR JOINT SEALANT MORTAR ALL JOINT ( PROME COVER FOR REGISTRY USE ONLY SECTIONS TO CONFORM 18" PVC 18" PVc TO ASTM C-478, CONCRETE [ 1VARIES ---- 4'-0" (MIN.) 8` REINFORCED TOP SLAB INV. 4.7s _ - (�-I--- - INV.- OF 4000 P.S.I. IN 28 DAYS. — MANHOLE JOINT DETAILS 5 0.17 SO. IN. PER LINEAR 6« 5'-O" DIA. _ o 4 BARS AT 18" FOOT CIRCUMFERENTIAL a SCALE: N.T.S. OUTSIDE PIPE .W. F. STEEL REINFORCEMENT LEBARON L202 HOOD I OR EQUAL DIAMETER PLUS 18" PVC 2 CLEARANCE INV.-125.25 - i -- -- --- -- STORM DRAIN NOTES: VARIES 6" VARIES REINFORCED CONCRE « �•,_, l N SECTIONS TO BE v m 1. REINFORCED CONCRETE DRAIN PIPE SHALL BE CLASS 111 • • • • MORTAR FILL AROUND PIPE :d DESIGNED FOR MIN. H-20 4, UNLESS OTHERWISE NOTED _ . . _ . . _ . . _ . . LOADING 4'-0" MIN. o LEBARON L202 HOOD �� l �, 2 DRAIN PIPES WITH LESS THAN 3' OF COVER SHALL - - - • - • ( ) r OR EQUAL oP. PRECAST UNDISTURBED EARTH — '* 0 CONCRETE STRUCTURE BE CLASS V RCP. _ . . _ _ _ _ « -I I « ` 6 5" OR LEDGE ( 7" 2 -6 2'-6- 3. BACKFILL SHALL BE COMPACTED TO 959 MAXIMUM DRY I I I�11=1 I l=1 I t�I t_J I I I (. •�. DENSITY BY AASHTO T-180D METHOD. 12" GRAVEL =1 I ( 4. SHEETING, IF USED, .SHALL BE CUT OFF NO MORE COMPACTED TO • _ ADJUST AS REQUIRED TO FINISHED THAN 12" ABOVE TOP OF PIPE.- 95 9 DRY DENSITY 12 GRAVEL # RE-BARS AT 18" E.W. 4 R -BA .W. MONOLITHIC BASE SECTION 5. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED - _ :- _ - - _ - _ - _ - _ « �— o• ,.o.:. o•.•.-_•:-. ,._.:.:•..- AND REPLACED WITH APPROVED MATERIAL AND SHALL STANDARD DRAIN MANHOLE DETAIL COMPACTED TO 959 _ _ _ 8 COMPACTED GRA _ .'.o.'.. ... ...'.e...... .. a. . . p'.. ..... 111= STRUCTURE CS- 1 NOT BE USED AS BACKFILL OF DRY DENSITY _ . . _ - .. _ OR 3/4" CRUSHED STONE _ — _ = 2'-6` 2'-6` SCALE: N.T.S. _ I- — — -I SCALE: N.T.S.- I I I=1 11=1 I I=t 11=1 11=1 I I�I 1 I=1 11=1 11=1 SECTION t PROP. PRECAST STANDARD CATCH BASIN DETAIL DOUBLE GRATE CATCH BASIN DETAIL oNCRETE STRUCTURE F SCALE:: N.T.S. SCALE: N.T.S. y c , 1 16 f jll I PROP 24" " FRAME do COVER Pa Typical section thru t �.-1 92 — --- - -- — W-127.15 F YP Stony.�a 16f r"en I � . 8sg �t Recharger 330HD Bed � `_ cu,te SUb_b s o -' Typical section thru . 10.4 CF Design Unit ~_ 410 octed fill e .I a Recharger 330HD Bed _ ,/r�� F 10.4 CF Design Unit Paved for H-20 traffic 18' PVC - ----- , \ '--- -- 18- we INV,-124.90 I MV.-124.90 Unpaved for H-20 traffic .1 • mished grade /,-Finished grade o din 41 .. P � Cultec 410 18" 859 cam acted lfill Filter Fabric Cultec 410 1160 4 °� P 16" 85% compacted fill Filter Fabric 85� ►'� I or 1.5" to 2" dia. brokern stone I top of stone el.=127.25 or 1.5" to 2" dia. broken stone ZwS2` Cl`/tec ° compo �•+ In�A,l�.�ll I Psi.I■ A . ti, OUB ..°U,,, .Cv G�..- V�. °�,-- °V: pc.' O" U' �. �_ LoA °° � ° �noo°Bc°° °°" o°ood. 6 ' °4Q°ofi U°oo°°�"�° °op°�'���°°°`:�o°cam°°°>; 6` de J1 `41O flte ted fll m� 1.5" to 2" dia oo °o°°"0000 t. °�,G°°`� « !; moo°t c;oo�000°008` °o � ° 58� S fabric ao 0000°0 0°0° 1.5 to 2 dia c�000 o°Q0°�,°0 0 0° Ce cr 2 broken stone o° o°o o°° ° broken stone c° ,0 0°o 0 0 ° °° iter hed ^�°oo°° 10,' 30.5" a 0a o°fl `;o< 30.5" to Cen 6.bockfstone STIR U ICTU R E C S—2 ,n°° 24" -)0 0 Typical Cross Section ter StO ' Cultec '410 litter Fabric ° ,°0 ° Cultec 410 Filter Fabric o ,o o n 24 ne bos SCALE: N.T.S. Recommended. ,not required °° Recommended, not required °° o f Recharger 330HD e o°"n o °° o°°o, °°o o°'��°6" stone base bottom of unit e1.=124.75 o`'�o o° °'�''o°"�' {�"p,0°`'080 6" stone based rbc 0,-F nLL �nS2.-�__ �4 SL.., o - Stormwater Installation stone 52 bottom of stone e1.=124.25 52 `-bottom SCALE: N.T.S. order �8" ---58" 6" stone separation 6" stone 'separation between. rows between rows 1 11-16-00 ADDED PIPE CONNECTION NOTE 0 SMH DETAIL WSN DRAINAGE NAGE INFILTRATOR UNIT FOR PAVED AREAS FRAME AND COVER SHALL BE CITY STANDARD DRAINAGE INFILTRATOR UNIT FOR UNPAVED AR EAS - LEBARON CATALOG No. LK110 VISION DATE DESCRIPTION BY APPR = _ SCALE: N.T.S. - SCALE: N.T.S. 12" FRAME TO BE SET IN MORTAR. MANHOLE COVER 6" (�.) TYP. SHALL HAVE A DIAMOND PATTERN, PICKHOLES �c PROPONENT: D do L REALTY L.L.C. THE WORD "SEWER" CAST IN 3 INCH LETTERS , CONCRETE COW4R (TYP.) 15 SARGENT STREET BEVERLY, MASSACHUSETTS 01915 D D a ADJUST TO GRADE WITH BRICK PROJECT. MASONRY (TYP.)10 DATE OF APPLICATION: THE GABLES rS� CLUB .� Z D v 8" 2' LOCA TED ON o W D DATE OF HEARING: o MANHOLE D FIRST STREET 18" QVC (SDR-35) a RUNGS W D (TYP.) "D DATE OF ,APPROVAL: yN rhj^ D D MANHOLE JOINT TYP. SALEM, MASSACHUSETTS CL o D DATE OF ENDORSEMENT: � �v RECHARGER UNIT (TYP.) i o W O DD 4'-0" DIA. D PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 — -_- N F - U , Ell. > N D° s 5" (MIN.) SCALE: AS NOTED ) DWC FILE NAME: 20144DETAILS.D)YC ; oD D e v DESIGN BY.• lI'illia�n, S. Needha7•rc CHECKED BY.• Bradley C. McKenzie, P.E. -ELIp REINFORCING TO BE REPARED BY.' r 18 SO. IN. / LINEAR FT. N . z D PIPE TO MANHOLE CONNECTION M CKENZI Z F D V 4 (PRE-CORED W/ KOR'N SEAL BOOT) w � i PROVIDE RED BRICK INVERT ♦ N' �i iii ENGINEERING o D _ .� _ IN ALL MANHOLES �1 • . LAND SURVEYORS BEDDING DRAINAGE PIPE FEED MANIFIOLD FOR INFILTRATOR UNIT m � �---r �� . o D GROUP., INC. SCALE: N.T.S. : e v D D SALEM PILANNING BOARD PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT" REINFORCING TO BE 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 + 12 SQ_ IN / LINEAR FT. PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 (MIN.) EACH WAY UNDISTURBED MATERIAL DRAWING TITLE: D IVC. NO. SEWER MANHOLE DETAIL CONSTRUCTION DETAILS I CD-1 SCALE: N.T.S. 3 _ I I� (F XIS1. DMH 1 R=-103.47 �EkIST, DMH 1NV'.-99.25(NW) -- LXiS1. SMH HEADWALL R=101.65 �INV.-99.57(SE) \ R= v10S5 g4 � INV.--97 45 NE) INV.-10G.00(S) INV.-94.47 E) L IN V. _ \ � fNV.=94.49(SF) INV -96.85 W) EXIS r SMH L=38.84' INV=96.82( ) � � ` .R=103.92 r ---: - R=25.00' / \ _ _ - \ � i'J4' =96.20 ----` a _ EXIST. SMH INV.=.1CG.05 % xy- - ° 15"S INV.-._98.45-- -- --- � - D=89.0'25 =1 8 \ �_ w — ' T=24.57' 1 �' 01 - -- -- __ _ • \ `v -r 10"OHW W r x N Z - ----- - - -- - Er `* - FOR REGISTRY USE ONLY -� ------ RE t0"W a t(7 1 D W t .O ,. \ '.'� Y _ 1�•' x ___-_—s "'_ _-- —_ % -y % % E� t� 1 � �"._.1�'x?� ."`�'Y `w 1 .. I. 1 ITV d - 38.4 O o I j I n;•;._ --,^ --- - - FIRST S l < '00 S r :l UBU J' w - ^' 9t , _. " X x 1 .. x x �p : �t: 406.39Y S3T3§'2D"E/ L S37'39'20"E a — o -. L=39.70' — — — R=25.00' RI T- CONIC. PA VE EDGE OF PAVEMENT (TYP.) + 0=90'59'35" {x T=25.44' EXIST BIT BERM (TYP.) x / % % x DATE OF APPLICATION: tt: x Y ' ' ti • y� R - . .. r ' " DATE OF HEARING: BIT. CONC. PAVE TOTAL AREA 122,511 s.f. DATE OF APPROVAL: NN NN _�_ =° -- ---_�. ]l ` a" DATE OF ENDORSEMENIT: r _ _ = - % „HILLCREST j CHEVROLET" 4)' 3 .4 (1 ) STORY it ,�� x, �> r° TOTAL AREA 239,385 s.r t N K RICK / Q CONCRETE BLOC & B / L o No.207 � -- -- � I Q) � K cr SALEM PLANNING BOARD Z x -- Q J % x PLANNING BOARD K = o � RIT. CCWC PAVE -� x : a l,� b APPROVED SITE PLAN x I � K 342.85' r w" ,+ • r rn o — — — - - !�% EDGE OF 3 i� ` / - -- - - ► - - - - - - - - - r OFPAVE'MENT YP) ti - -- tr BIT CONC. PA VE - - :�_ _ % % Y tel► D (� tD Ohiv r — —EDGE OF PAVEMENT_(TYP.) • _= x - ;- x _ �^ - - i � , '� +x ,.�' �x "X .!%' ,:' �,...�p�. S ' 404 50' •r ' EVISION DATE - SCMIPTION -- BY APPR N37',S M� % x d % x x x 4 N/F % PROPONENT. = x � C*-, PEGUOT ASSOCIATES D �C L RE�4LTY, L.L. C. oaw - �_ EDGE OF PA1 `MENT (TYP.) MAP 13, LOT 6 BOOK 14320, PAGE 256 15 SARGENT STREET fi - - - -- - -- NSF {'. BEVERLY, MASSACHUSETTS 01915 1 ' ; THE SECOND FjICKWICK TRUST % % r x MAP 8 LOT 141 PROJECT: BOOK 13828, PAGE 177 THE GABLES CLUB LOCATED ON FIRST STREET 4[ .41 ir LEGEND 1.P. IRON PIN , - r ` � k SALEM, MASSACHUSETTS I.R. IRON ROD ARAN. ABANDONED MHB MASS. HIGHWAY BOUND GENERAL NOTES: A� ,�- ` `'y �' PROJECT NO . 20-- 144 DATE OCTOBER 12, 2000 ASPH. ASPHALT / I�,, �t . g f4, �' '� t`1flR OHW OVERHEAD WIRE 1. OWNER OF RECORD: HILLCREST REALTY TRUST ..^..r�r T 1 ~ � OA- B SCALE: AS NOTED DWS FILE NAME: 20144MAIN.DIYC B BOLLARD . yr. - r.�M; 3. CB CATCH BASIN PB PULL BOX 207 HIGHLAND AVE. • RCP REINFORCED CONCRETE PIPE SALEM, MA 01907 �< 11 PROJECT CB DH CONIC. BOUND/DRILL HOLE � � �"' LOCATION p�"u �' 1-7 r �p�� UESICN BY: William S. lJeedham CHECKED BY: BradleyC. McKenzie P r. CB/ CB ESCUTCHEON SEWER pw "� alt i CB/EPLP CB/ESCUTCHEON SEWER MANHOLE 2. DEED REFERENCE MAP 13 ILOT 2 kk�. PREPARED BY: CLF CHAIN LINK FENCE HILLCREST REALTY TRUST �'" Q �. '+ CONIC. CONCRETE SB/DH STONE BOUND/DRILL HOLE BOOK 354, COT 69756 D DRAIN S.W. SIDEWALK L.C. 21246 D J � '/ '� McKENZIE ".,..�.' 1 . . i ,... A# 0 TELEPHONE MANHOLE MAP 13 ILOT 12 � � ��� - `"�" � ® DRAIN MANHOLE HILLCREST REALTY TRUST ifQ a b "pe, , Y E ELECTRIC UP UTILITY POLE BOOK 7824, PAGE 350 fi offt & kyr, Inc. � I ENGINEERING EQ W WATER L.C. 21246 D L - ELECTRIC MANHOLE ��r �► ����� ! r LAND SURVEYORS MORS ; WG WATER GATE GROUP, /NC. FND. FOUND 0 2. SUBJECT PARCEL: TAX MAP 113 LOT 2 LOT 12. �' ' "' � G GAS TREE �. '- ,, "k-. 4 LE for GG GAS GATE 0 - 0 - 0 - CHAIN LINK FENCE © GAS MANHOLE ° - 0 - 13 - WOOD FENCE PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT -- x - x -- WIRE FENCE .^ SALE 1 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GP GUARD POST GUARD RAIL GR GUARD RAIL a, STONE RETAINING WALL � 1 Q PHONE: (781) 941-2211 FACSIMILE' (781) 941-2662 GRAN. GRANITE DRAWING TITLE DWC. NO CONCRETE WALL 0' 40' 8Q' 120' - HWL HEADWALL CURBING LOCUS HYD HYDRANT - - - - - EDGE OF PAVEMENT �9�`�`" � ".Ts EXISTING CONDITIONS PLAN EC- 1 SCALE _ . EXIST. DMH R=103.01 INV.=97.65(NEl INV.=99.31(SE) INV.=97.77(S) EXIST. DMH INV.=98.21(W) R=103.47 EXIST. DMH INV.=99.25(NW) EXIST. 98H - HEADWALL R=101.65 INV.=99.57(SE) ` T INV.=97.45 NE) INV.=100.00(S) INV.=96.74 0 INV.==94.47 E) C INV.=94.49 SE) INV.=96.85 W) EXIST. SMH INV._=96.82(SW) R=103.92 _�__----�f--_ --10-W ____ INV. 100.05 INV.=96.20 - -�-__� EXIST. SMH INV.=98.45- -�' -=2"� �1 R=101.87 A _-__ot+W __� -` 15"S 8 _�' INV.=95.37 N PROP. 5' WADE Io"`"' CONIC. SIDEWALK -� N FOR REGISTRY USE ONLY oHw 0Hw 15 S 1 -- -- ---- 10"W , -� STREET ���. , INV.-99.77 -- -- 12"D - - -- -- 15"S INV.=98.41 INV.=100.03 (60' PUBLIC) 544.05' 5373 20"Er S37'39'20"f x-30' FRONT TOTAL AREA . SETBACK 209,880 s.f.f PROP FENCE 12'5'1 DATE OF APPLICATION: 120.0 210.0' 8 IPROP. GRADE BEAM RETAINING WALL DATE OF HEARING: SETBA K I x PROP. POOL PROP. POOL o DATE OF APPROVAL: � PLAY AREA PROP. BIT. CONC. � v a DRIVE PROP. POOL DECK --- + DATE OF ENDORSEMENT: (11) spaces i I I I � � `, 90.9' 10.5' ` P° P - r� 20.0' `14 \\p" - PROP. EXTRUDED PROP. SERVICE-� , ---- A $� 3 PROP. LEASE ENTRANCE Q o CONIC. CURB LINE 3 ^ ( ) �' �I o00 R=2"TYP.) z coo a 24' r^ - 0 0 O Jr° - - I (TYP) - 24' 24 -PROP EDGE OF 20.0' - - - cy PAVEMENT -- --- - - a O D I 0 PROPOSED MAIN BUILDING _ 0 (GROUND LEVEL FOOTPRINT) N m 22.707 s.f. U 00 M _ Z _ _ I O - ----- fTl rn n m' N a o FIN. FIRST FL. ELEV.=145.0 ao L" w y m o D SALEM PLANNING BOARD cv ^ a PROP. CONC. a PROPOSED TENNIS COURTS N a ----- 0 oN w RETAINING WALL w U g IO � o -- v - o o -- PROP. CONC.- ^�- v j�l V _ E:TAINING WALL. 13 - - -- 0' X40' 80' 120' -- -- -- 20.0' ® -- --- - CIL 0 --- CL 0 Y cV N __---. CL 1 SCALE J - - 3 PROP'. TREE- 05 REE �- I - --- o - -- (TYP .) -- --- -- --- w I PROP. GRADE EAM � RETAINING WAL a - -- -- - - PC 3+65.94 _20-.0' _ R=2'(TlP 1B.8 111.0' N 4 in - o 0 (14) spaces (to) spaces o (13) spaces , (10) spaces o EVISION DATE DESCRIPTION BY APPR I -I PROPONENT: _ D. & L. REALTY, L.L. C. 531.88 N37'39'22"W I N/F 15 SARGENT STREET PEQUOT ASSOCIATES BEVERLY, MASSACHUSETTS 01915 MAP 13, LOT 6 BOOK 14320, PAGE 256 PROJE'C'T ., N/F ® °' THE GABLES CLUB THE SECOND PICKWICK TRUST MAP 8 LOT 141 BOOK 13828, PAGE 177 LOCATED ON FIRST STREET IN LEGEND 1.P. IRON PIN SALEM, MASSACHUSETTS I.R. IRON ROD ABAN. ABANDONED MHB MASS. HIGHWAY BOUND PROJECT NO.: 20- 144 DATE: OCTOBER 12, 2000 ASPH. ASPHALT OHW OVERHEAD WIRE CB CATCH BASIN PB PULL BOX B BOLLARD RCP REINFORCED CONCRETE PIPE PLANNING 0ARD SCALE: AS NOTED DWG FILE NAME: 20144MAIN.DWG CB/DH CONC. BOUND/DRILL HOLE ^ pppl'1v�� DESIGN BY: William S. Needham CHECKED BY: Bradley C. McKenzie, P.E. CB/EPLP CB/ESCUTCHEON � SEWER /'1ff��"" TT�-IRO CLF CHAIN LINK FENCE S SEWER MANHOLE CLF CONCRETE SB/DH STONE BOUND/DRILL HOLE PLAN , w*� PREPARED BY. S.W.D DRAIN SIDEWALK L'•�` a DRAIN MANHOLE TELEPHONE MANHOLE McKENZIE E ELECTRIC UP UTILITY POLE ENGINEERING © ELECTRIC MANHOLE W WATER FND. FOUND WG WATER GATE ZONING DISTRICT: B-2 (HIGHWAY BUSINESS) GROUP, /NC. G GAS °J TREE GG GAS GATE 0-0- 0- CHAIN LINK FENCE DIMENSIONAL REQUIREMENTS ACTUAL © GAS MANHOLE ° - ° - ° - WOOD FENCE AREA: 12,000 s.f. 209,880 s.f. PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT GP GUARD POST - x - x - WIRE FENCE WIDTH: 100' 375' - GUARD RAIL 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GR GUARD RAIL oom0000 STONE RETAINING WALL COVERAGE: 25% 36.3% (includes building, tennis courts and pool areas) PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 GRAN. GRANITE CONCRETE WALL SET BACK: DRAWING TITLE. 1)w(" NO HWL HEADWALLCURBING FRONT 30' 30' HYD HYDRANT - - - - - EDGE OF PAVEMENT SIDE 10' 8.8' (to proposed lease line) REAR 30' 44.8' SITE LAYOUT PLAN SP_ I r Tmwril�!11 R-103.0 Nv. 97.65(NF)� z INV-99.31(Sf i IN"'. 97 71(S) 1 INV.=98.03(NW) P=103.47 f uS I. S►,'- EXIST. DMH ;J =99 25(NW) - I ADWALL ' R.-101.65 REPLACE EXIST. 12" DRAIN -,V.=99.57(SE) ,^. � 74 INV.=97.4 NE) WITH 18" RCP DRAIN N�_V=100 00(S) \ `� INV.==94.4�E) ^ AT SAME ELEVATION _-_-_- - .� 49 INV.-94.49 SE} ` INV- 96.85�W) PROP. TEL., ELEC, CABLE �-EXIST. SMF'. IF INV. 96 82(SW N` ' R-103.92 N`1=96 20 K. EXIST SMH -� INV.-98.45-7 �r 100 05 _ *•.; K �` 8 R=1098.37 PROP. 5' MADE x t CON(. !IE}EWALK \ ' 7 .� iw- +rW , •� _ ° ., ••c r - _ ' IDM -6 - � (DBL} H x DMH-8 ° - ► x x x `718 --- 10"W _. D 1 ( �� tit w` ' " � c �.� �� T.O.W. SMH-- �� 4 "chi`_ - .a4C _1 x * °� x Q IL 1�S x ,t _ x ZO ci INV=I�O C x f2T114C''1 x ate" o >s x 8 -8 J t x FOR REGISTRY USE ONLY PROP. G 60' BU RIP-RAP 1-4 SLOPE' x ,( ;> :` a x a .d Via",p x ,,� , ,.�"' TO EXIST, G#ADE ` ArwE ,r 1 - - x r. Y x - -- -- - ol 11�ALL Mf SIGN. �� M` 00 DMH- 122 x / ) 't T.0.W. EL. 133.00 / = =M -_ t0 30 RADE BEAM B.O. EL.=129.00 TOTAL AREA �► `� 1 �' :. ,. / �1�= - 112 ETBAC - G WALL T.O.W. EL.=133. _ + T.O.W. Et.=iD5.�0� � � 11 SMH-2 ZO9,$$U S.f.f O.W. EL.=131. �,� PROP. FENGry , SpFG -Ph 0 24 =1-32.0 13.>- O.W. EL. ?03.80 >�lt` *•K , �� a 124 128 ^ x. x x xx, % / 120.0 DMH-1 210. x HEADED PS- ='� + . I{ 81 1 DMH-2 PS-2 (7YP.} PROP. CONTROL -� x ` T.O.W. fL=134.0 x PROP. GRADE BEAM x TRUCTURE b I� go -DMH-S x RETAINING WALL . T.O.W EL.=13 .00 0 _ 21"D ( �. PROP. },500 GAL. - ' h B.O.W. EL.=128.0 DMH-8 (C ''"2) Y.. 10 SIDE B.O. EL.=12 .00 fpm PR PROP POOL �,, PARTICLE SEPARATOR l APPLICATION: OP. P w I ,t . DATE OF APPLICA 0 SETBACK~\ ` - b T.O.W. EL.=134.0 (PS-1) ` •. K x e 1 =.F(. - o I dV PLA'' AREA B.O.W. EL.=133. o �: x �• _ t3a.soF.G. ( �' -PROP BIT. CONC. x x x RIP-RAP 1:1 SLOPE -------- 4 - - _ 4 110, DRIVE Y:, y= x . M1. x:' > x DATE OF HEARING: TO T.O.W. ,. 3 _ I I - , PROP._ Pa *13 E G ( � �t9. = ? Y" 4 e_ ;PROP. 1: 1 x ~ 3 I 5oF �5°° ( °° �= t R4P-RAP T F APPROVAL: - -,� TD---`- -�- o+ SLOPE c, x DATE E 0 0 C4 J qp INV 8 S 90.9' 10.5' o O.W. EL=137.50 r N� x =12 2.00 au B.O.W. EL.=133, r A t K n x ,� - PROP. EXTRUDED s , h DATE OF ENDORSEMENT: i I PROP. SERVICE 20.0' y Y --_ --- PROP. LEASE CONC. CURB , x • " N �h' 4 " x x" ENTRANCE Q CB- 1 LINE + ao xf► I t x x Y x �x tj- o T.O.W" EI_.=134 00 `D p P SUBSURFACE STOR ATER B.O-W. EL.=130.50 - PR6P- TRENCH a �6 DETENTION FACILITY x �+ DPAIN (TYP.) - -- 20.0 0 r e EDGE OF CS-1 18'P * P/GVEMENT o DMH-3 x N (Tw.) .. �-DMH-4 PROP. CONGO. / o PROPOSED MAIN BUILDING PROP. CONTROL ® CB--S _ RETAINING WALL M ,� (GROUND LEVEL FOOTPRINT) STRUCTURE 211 _6 (CS-1) CB-2-� 22,707 s.f. °O` G x R=134.30 \ N FIN. FIRST FL. ELEV.=145.0 00 � _H 2 -PRQP CONC. z I RETAINING WALL PROPOSED TENNIS COURTS p o. " PROP. CONC-� 2 RETAINING WALL I r SALEM PLANNING BOARD �� . `s r I •� 00 20.0, O m "' b f Q _136.50 / - aP hr Xg.�'x� 0 3 B.O.W. EL-134.0 W RIP-RAP 1 O 40' F3O' 20' i 1 k,� ` I \ °° x b ..- .- .- 3 SLOPE ' r {`t r ► "o> PROP. GRADE BEAM p ~•° '_ RETAINING WAL T.6W. EL. 137.50 a " PO ' 3+6s.94 B.O.W. EL.=134.0 �. ,� 134. 3 SCALE o0F 111.0' :D r `<� + O°F e v 1A`l °E "W 5+46. 4 - _5+ t 8wW G 1 n s F. x 00 -3 _,� t % / * 1 )OF 133.00 .' AI t e, r x x11-16-00 ! '� x �` K � � -,.T 1 ADDED NOTE RE: REPLACING EXIST. DRAIN � RETAINING ONCA L 1�,� FM ~x x x x *�S i N/F ON FIRST ST. - - iw _::_. A G' x I x PEQUOT ASSOCIATES x x / fREVISION DATE DESCRIPTION BY APPR T.O.W. EL.=144.0 CB .O.W. EL.-144.0 T.O.W. EL.=137.00 MAP 13, LOT 6 -°^ e?' T.O.W. E;�.=142.', - + x x 0.W. EL. 13&00 b�} B.O.W. EL.=1-437.5 .O.W. EL=139_5 B.O.W. EL=136.30 BOOK 14320, ?AGE 256 PROPONENT. x D. & L. REALTY, L.L. C. FL=146.50 + x° THE SECOND ACKWICK TRUST O.W. EL.=136.75 15 SARGENT STREET x MAP 8 LOT 141 PLANNING BOARD BOOK 13828, PAGE 177 BEVERLY, MASSACHUSETTS 01915 >. APPROVED PROJECT: SITE PLAN THE' GABLES CLUB LOCATED ON FIRST STREET STRUCTURE SUMMARY STRUCTURE SUMMARY IN LEGEND 1.P. IRON PIN - - SALEM, MASSACHUSETTS I.R. IRON ROD STRUCTURE No. RIM ELEV INV. ELEV. STRUCTURE No. RIM ELEV. INV. ELEV. ABAN. ABANDONED MHB MASS. HIGHWAY BOUND ASPH. ASPHALT OHW OVERHEAD WIRE CB-1 131.75 129.20 �,S-1 135.20 124.75 (18" HEADERS IN) PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 B BOLLARD CB-2 134.3 131.0 125.25 (18" OUT PB PULL BOX __ _ CB CATCH BASIN CB-3 133.0 131.14 SCALE: AS NOTED DWG FILE NAME: 20144MAIN.DWC CB DH CONC. BOUND/DRILL HOLE RCP REINFORCED CONCRETE PIPE CB-4 131.0 128.0 CS-2 133.5.0 127.15 (18" IN) 124.9_2 (21" IN) / SEWER - - ---- - DESIGN BY William S. Needham CHECKED BY: Bradley C McKenzie, PF CB/EPLP CB/ESCUTCHEON S CB-5 120.39 115.62 _ _ 124.908' HEADERS Nn ___ SEWER MANHOLE - CLF CHAIN LINK FENCE SB/DH STONE BOUND/DRILL HOLE D R A I NI A G E NOTES: CB-6 120.39 115.30 _ _ __ ___._ REPARED BY.- CONC. CONCRETE S W CB-7 103.16 99.13 SMH-1 MATCH EXIST. 95.84 EXIST. 97.80 (PROP. 8" IN) SIDEWALK - D DRAIN CB-8 103.22 99.04 SMH-2 120.00 113.00 (8' IN) 102.60 (8" OUT) D TELEPHONE MANHOLE L ALL CATCH BASINS ON-SITE SHALL BE EQUIPPED WITH GAS/OIL HOODS _ _- MCKENZI E 0 DRAIN MANHOLE AND 4 FOOT SUMPS. CB-9 132.0 125.61 E ELECTRIC UP UTILITY POLE DMH-1 132.0 127.17 W WATER 2. ALL STORM DRAINAGE PIPES SHALL BE 12" POLYVINYL CHLORIDE PIPE (PVC) ENGINEERING EO ELECTRIC MANHOLE UNLESS NOTED OTHERWISE DMH-2 133.0 125.61 WG WATER GATE FN D. FOUND DMH-3 137.5 124.87 3 A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHERE GROUP INC. G GAS a TREE WATER SERVICES CROSS STORM DRAIN LINES. WATER SERVICES SHALL BE DMH-4 119.22 114.70 (IN)111.74 (OUT') , GG GAS GATE 0 - 0 -0 - CHAIN LINK FENCE ENCASED IN CONCRETE REGARDLESS OF CLEARANCE WHEN PASSING BELOW DMH-5 104.96 100.70 (IN)100.25 (OUT) 0 - o - o - WOOD FENCE STORM DRAIN LINES. ENCASEMENT SHALL EXTEND ALONG WATER SERVICE A -- © GAS MANHOLE MINIMUM DISTANCE OF 10 FROM THE CROSSING POINT OF THE OTHER PIPE DMH-6 103.29 98.93 - x - x - WIRE FENCE PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT AS MEASURED NORMALLY FROM ALL POINTS ALONG THE PIPE. GP GUARD POST DMH-7 124.0 120.69(IN) 112. -T GUARD RAIL DMH-8 MATCH EXIST. 97.70 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GR GUARD RAIL 000000c�o STONE RETAINING WALL 4, ALL SERVICE CONNECTIONS (I.E., ROOF AND CANOPY DRAINS) SHALL BE _ PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 CONCRETE WALL INSTALLED TO A POINT 10 FT. FROM THE BUILDING WALLS UNLESS OTHERWISE GRAN. GRANITE DMH-9 132.5 122.87 NOTED OR DETAILED. DMH-10 112.0 110.0(IN) 102.0(OUT) DRAWING TITLE: DWG. NO. HWL HEADWALL -----= CURBING PS-1 133.3 128.121N 127.87(oUT) HYD HYDRANT - - - - - EDGE OF PAVEMENT PS-2 132.25 125.51(IN)125.26(our) GRADING AND DRAINAGE PLAN SP-2 EXIST. DMH R=103.pt INV.=-97.65(NE) INV. --99.31(SE) INV �97.77(S) EXIST. DMH--� PROP. 10"x8" D.I. ;NV -,98 ?1(W) R-103.4; TAPPING SLEEVE INV.=98.03(NW) 'EXIST. DM- H -� & VALVE tNV.=99.25(NW) HEADWALL R=101.65 REPLACE EXIST. 12" DRAIN :, INV.-99 57(SE) INV,-97.4 NE) WITH 18" RCP DRAIN INV.-100.00(5) INV.=94.47 E) - AT SAME (ELEVATION INV-=94-49 SE) INV.=96.8 W) PROP TEL., ELEC, CABLE /---EXiST SMH INV,=96.82(SW) > R=103.92 PROP. 10"x8" D.I. TAPPING SLEEVE +NV.=96 20 EXIST. SMH tNV.=98.45-- 87 & VALVE 8 / 0=101 = �T 10"w- --. PROP. 5' WIDE _ CONIC. SIDEWALK t-CB L) • ___ _ (DBL) ?� _-- DMH-6 i ` S TRE 15 SMH-1 FOR REGISTRY USE ONLY �s iV 10' f Q /- N,, - ''IO C,.5 I CB-8 PROP. GAS a0' PUM C) (DBL) 3 30' FRONT TOTAL AREA SETBACK MH-7 SMH-2 S 209,880 S.f.f =132.0r PROP' FENCE-18 D 13 120.0 _-_- 210.0 8'Pvc PS DMH-1 PROP. GRADE BEAM2 (TYPHEA� PROP. CONTROLI R TAININ WA L 9TRUCTURE DMH-5 (Cs 2) DATE OF APPLICATION: o E G L I � PROP. 1,500 GAL.SETBADCK� 1m RQP POOL PROP POOL o I PS TICLE SEPARATOR 6 ( Y AREA ( DATE OF HEARING: 4 I � I � --PROP. BIT. CONIC. • • DRI VE I I PROP. POOL DECK : I o DATE OF APPROVAL: _ _ � I �- - TD--- -- i-- - I I �I I -INV. 8"S 90.9' 10.5' o I W DATE OF ENDORSEMENT: =12 2.00 00 J fPROP. SERVICE 20.0 I I ' -PROP. EXTRUDED PROP LEASE--Z ENTRANCE CB-1 I 8I CONC. CURB LINE - --_--_ - 3 I (DBL) �_ (TYP.) I ( PROP 6" D.I. FIRE SERVICE a I R=131.75 PROP, 4" D.I. DOMESTIC SERVICE O PROP. 0 -PROP. TRENCH HYDRANT ( PROP SUBSURFACE STORMWATER I II N DRAIN (TYP.) a _ DETENTION FACILITY - - ❑ 20.0 'DMH PROP. EDGE OF I DMH-3 CS-1 18"PvC I PAVEMENT % EADER ` O (TYP.) o I -- ---DMH-4 O \ -- PROPOSED MAIN BUILDING PROP. CONTROL r] CB II (GROUND LEVEL FOOTPRINT) STRUCTURE (CS-1) CB-2 CB-6 r 22,707 s.f. FF�xu R=134.30.o FINFIRST FL. ELEV.=145.0 0oN -PROP. CONIC. PROPOSED TENNIS COURTS N Z 3 RETAINING WALL ---- I o 8I� PROP. CONC. RETAINING WALL I SALEM PLANNING BOARD I 3 4 ^ m o FE11 � I 0' 40' 80' 120' 3 U � v 4 00 W _ PROP. GRADE EAM p SCA LE_ RETAI NG WAL I a PROP. P�-x_3`65 .4 HYDRANT G °m 8'W 5++8.2+ 5+00 _ _EI'W G �, s PROP. 8" D.I. 6"w WATER MAIN -3 (CLASS 52) R 133.00 \�- PROP. 8" - 45' D.I. 1 11-16-00 ADDED NOTE RE: REPLACING EXIST. DRAIN BENDS W/ CONC. THRUST - - - BLOCKS (TYP) ON FIRST ST. rcB N/F REVISION, DATE DESCRIPTION BY APPR t I PEQUOT ASSOCIATES + PROPONENT: D. 8c L. REALTY, L.L. C. MAP 13, LOT 6 BOOK 14320, PAGE 256 15 SARGENT STREET PROP. 8"X6" D.I. TEE CID PROP. 8"X6" D.I. TEE N/F PROP.(2) 8" D.I. GATE VALVE BEVERLY, MASSACHUSETTS 01915 PROP. 6" D.I. GATE VALVE THE SECOND PICKWICK TRUST PROP. 6" D.I. GATE VALVE PROP. 6" ID.I. PIPE MAP 8 LOT 141 PROP. HYDRANT (TYP.) BOOK 13828, PAGE 177 PROJECT: THE GABLES CLUB LOCA TED ON FIRST STREET GENERAL UTILITY NOTES: 1.k LEGEND 1.P. IRON PIN 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THiAT THE LOCATION SALEM, MASSACHUSETTS I.R. IRON ROD AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON 5 A MINIMUM OF 10 FEET CLEAR HORIZONTALLY SHALL BE MAINTAINED ARAN. ABANDONED MHB MASS. HIGHWAY BOUND THESE PLANS IS BASED ON RECORDS OF VARIOUIS UTILITY COMPANIES AND BETWEEN SANITARY SEWER MAINS AMD WATER MAINS. WHENEVER WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET TO A WATER PROJECT NO.. 20- 144 DATE: OCTOBER 12, 2000 ASPH. ASPHALT OHW OVERHEAD WIRE IS NOT TO BE RELIED UPON AS BEING EXACT OR' COMPLETE. THE LOCATION OF MAIN, THE ELEVATION OF THE CROWN OF THE SEWER SHALL BE AT LEAST 18 INCHES B BOLLARD ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE BELOW THE INVERT OF THE WATER MAIN. CB CATCH BASIN PB PULL BOX FIELD BY THE CONTRACTOR PRIOR TO THE STARIT OF CONSTRUCTION. THE IREPARED CALE: AS NOTED DWC FILE NAME: 20144MAIN-DWC CB DH CONC. BOUND/DRILL HOLE RCP REINFORCED CONCRETE PIPE CONTRACTOR MUST CONTACT THE APPROPRIATE iUTTLITY COMPANY, ANY 6 DOMESTIC WATER SERVICES 2 INCHES AND SMALLER SHALL BE TYPE K CB/DH GOVERNING PERMITTING AUTHORITY, AND "DIGSAFTE" AT LEAST 72 HOURS COPPER TUBING AND SHALL BE INSTALLED WITH APPROPRIATELY SIZED CB/EPLP CB/ESCUTCHEON & PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF CORPORATION STOP WITH APPROVED SADDLE, CURB STOP, GATE AND BOX. DESIGN BY: William S. Needham CHECKED BY. Bradley C. McKenzie, P.E. CLF CHAIN LINK FENCE SEWER MANHOLE UTILITIES AND THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITTES CONIC. CONCRETE SB/DH STONE BOUND/DRILL HOLE INTERFERING NTH THE PROPOSED CONSTRUCTION( AND APPROPRIATE 7- ALL WATER MAIN APPURTENANCES, MATERIALS, METHODS OF INSTALLATION w ry BY.- S.W. SIDEWALK REMEDIAL ACTION TAKEN BEFORE PROCEEDING WITH THE WORK. IT SHALL BE AND TESTING SHALL MEET OR EXCEED ALL LOCAL MUNICIPAL REQUIREMENTS. PLANNING BOARD - D DRAIN THE RESPONSIBILITY OF THE CONTRACTOR TO REILOCATE ALL EXISTING © DRAIN MANHOLE TELEPHONE MANHOLE UTILITIES WHICH CONFUCT WITH THE PROPOSED (IMPROVEMENTS SHOWN ON 8. ALL GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC (SDR-35) PIPE.THE PLAN. , McKENZI E E ELECTRIC UP UTILITY POLE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND 9. WHERE SANITARY SEWERS CROSS WATER MAINS, THE SEWER SHALL BE APPROVED QE ELECTRIC MANHOLE W WATER MAINTAINING ALL CONTROL POINTS AND BENCHMARKS NECESSARY FOR THE LAID AT SUCH AN ELEVATION THAT THE CROWN OF THE SEWER IS AT LEAST ENGINEERING WG WATER GATEWORK. 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF THE ELEVATION OF SITE PILAN FND. FOUND THE SEWER CANNOT BE VARIED TO MEET THIS REQUIREMENT , THE WATER G GAS 0 TREE MAIN SHALL BE RELOCATED TO PROVIDE THIS SEPARATION DR CONSTRUCTED GR 0 U P, IN C. 3. THE CONTRACTOR SHALL EXCAVATE THE TEST PITS IN THE LOCATIONS SHOWN ON THE WITH MECHANICAL-JOINT PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF GG GAS GATE 0- 0 - 0 - CHAIN LINK FENCE PLAN PRIOR TO COMMENCING WORK TO VERIFY THE ELEVATIONS AND LOCATIONS OF THE SEWER. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED OVER © GAS MANHOLE ° - ° - ° -- WOOD FENCE EXISTING UTILITIES. THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER THE SEWER SO THAT BOTH JOINTS WALL BE AS FAR FROM THE SEWER AS - x - x - WIRE FENCE WITH THE RESULTS PRIOR TO COMMENCING ANY WORK. POSSIBLE. WHENEVER IT IS IMPOSSIBLE TO OBTAIN VERTICAL. SEPARATION PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT GP GUARD POST GUARD RAIL AS STIPULATED ABOVE, BOTH THE WATER MAIN AND THE SEWER MAIN 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 GR GUARD RAIL 00000 STONE RETAINING WALL 4. ALL WATER SERVICES SHALL BE INSTALLED WITH 5' OF COVER EXCEPT SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10 FEET FROM GRAN. GRANITE AS NOTED OR DETAILED OTHERWISE. THE CROSSING POINT OF THE OTHER PIPE AS MEASURED NORMALLY FROM ALL PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 CONCRETE WALL POINTS ALONG THE PIPE. HWL HEADWALL - CURBING 10. PROPOSED GAS SERVICE LOCATIONS ARE APPROXIMATE ONLY. THE DRAWING TITLE. DWG. NO HYD HYDRANT - - - - - EDGE OF PAVEMENT CONTRACTOR SHALL CONFIRM NTH THE GAS COMPANY THAT THE GAS LINE INSTALLATION SHALL BE BY THE LOCAL GAS COMPANY THE CONTRACTOR SHALL r GIVE THE GAS COMPANY ADVANCE NOTICE OF WHEN THE GAS LINE CAN BE INSTALLED. UTILITY PLAN SP-3 1 Fr . I l y - Ii 1 i EXIST. GRADE 12' / \ ' RIGHT OF 150 150 , J/ P V -STA = :3+95,08 t /~ PVI ELEV -- 1.35.40 i - . A,D, — X8..00 EXIST. GRADE i K = 9.38 EXIST. GRADE 12' , AT LEFT OF i 100, i I , i / 00 1 Lo i / / + n FOR REGISTRY USE ONLY I 1000, / 140 j - - J _ _ 140 Co tf) M 2.00% CONCRETE SIDEWALK (ONE SIDE) M LLJ I/ I 11 11 5, PROFILE GRADE LINE SII I f i i ' iCONCRETE CURBING 130 = - ._.. 130 ( " REVEAL) _ 1: 1 RIP-RAP 1 4"/FT 1: 1 RIP-RAP / / STONE SLOPE STONE SLOPE 1/4- /FT 1/4 /FT 1/4 /FT SOEE PLAN)RETAINING WALL . . . . - - - - _ . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . COMPACTED GRAVEL BASE 6" Off° I 120 120 1 /2" CLASS VI STA = 0+82.12 1 BIT. CONC. PAVEMENT TYPE 1-1 I VI ELEV = 10?�.10 WEARING COURSE A.D. = 9.00 1 1/2" CLASS I BIT. CONC. PAVEMENT TYPE 1-1 K = 5.56 ' � , BINDER COURSE 12" COMPACTED GRAVEL BASE TYPICAL DRIVEWAY CROSS SECTION �y FI ST n to \-12" RCP DRAIN o S=0.060 NOT TO SCALE STREET >t �- ' M >_ 110 110 ____ _ ' __ _ _ ___fl_ .. -- --. Lo • _j • �. gyp• � i 1.00%1 Zoo ; r I I to co =I �(Vbd wQ)N ��o t I EXIST. GRADE + r v +0 10 , v +N t AT GUTTER I ; N - N PLANNING B C?AR D EL-103.46 j 1 QRA1N f f O Q 11 p q 0 Q q q o Q 11 q i • `ROP � Of ►-�� of i- � I D EVISION DATE DESCRIPTION BY APPR a in w z I a in F? 100 :o .66 -;- PROPONENT. S.o.o20 '-" SITE. PLAN D. & L. .REALTY, L.L.C. 12" RCP DRAIN i RCP DRAIN S=0.015 L=60' S=0.080 15 SARGENT STREET (TO EXIST. DMH) - BEVERLY, MASSACHUSETTS 01915 PROJECT. ( � uS � w THE GABLES CLUB �, .. N 01 M I co to M � M N d• � o��N j '' DATIE OF APPLICATION: M N N rn m to m r7 C!o X rn a? I LOCATED ON 0 +MCD V 'FM6 V +M O; +`t00 o" a o o Q, ° o o o, o o q II DATfE OF HEARING: FIRST STREET DATUX EI.L�'V a cn z a 0 z a in E z a cn z z IN 90.00 DATE OF APPROVAL: �� �� � � M� �� � MM ^o �o o SALEM, MASSACHUSETTS vi Ln 6 Ln DATE OF ENDORSEMENT: PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 0+00 1+00 2+00 3+00 4+oro 5+00 SCALE: AS NOTED DWG FILE NAME: 20144MAIN.D11'C r � DESIGN BY. William S. Needham CHECKED BY. Broadley C. McKenzie, P.E. ' ,� N ,•� n rn oo rn a N PREPARED B Y.' ri ori o of o n r� •o- � � d r .t � � M cKENZI E ENGINEERING co co M n o o ca rn N � N ►'') �'") o to � � � ,,. GROUP, INC. f PROFESSIONAL CIVIL ENGINEERING LAND PLANNING PROJECT MANAGEMENT e: r ;•w 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 PROFILE - DRIVEWAY SALEM PLANNING BOARD PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 FH;4 DRAWING TITLE: DWC. NO. SCALE: 1" = 4' VERTICLE 1" = 40' HORIZONTAL DRIVEWAY PROFILE AND SECTION PR-1 FRAME TO BE EQUAL TO LEBARON LA 264-2. ------ C v JUST AS REQUIRED TO FINISHED Ao COVER TO BE EQUAL TO LEBARON LA26C2. FRAME TO BE SET IN MORTAR. MANHOLE COVER MASS DPW "CASCADE TYPE" GRADE WITH TWO BRICK COURSES (MAX.) .\ SHALL HAVE A DIAMOND PATTERN, PICKHOLES & GRATE ALL OTHER FRAMES • p r,' THE WORD `DRAIN" CAST IN 3" LETTERS TO BE EQUAL TO LEBARON 3 FLANGE LK125. d GRATES TO BE EQUAL TO LEBARON LK24SG18. 000000 LEBARON L24SG1 GRATE D. FRAMES TO BE SET IN FULL CONCRETE COLLAR. 0000013 AND LV2448-2 FRAME D " GRADE WITH TWO BRICKS (MAX.) 000000 3'1/2 FINISHED GRADE FINISHED GRADE BUTYL JOINT Doom ❑ ❑ D SEALANT DN CONCRETE COLLAR a ' PRECAST CONCRETE 24" (MIN. FRAME TO BE SET IN 4 v SECTIONS TO CONFORM FULL MORTAR BED Z ,. ---- TO ASTM C-478, CONCRETE 24 (MIN.) FRAME TO BE SET IN 22" x 44` OPENING IN TOP j OF 4000 P.S.I. IN 28 DAY'S o FULL MORTAR BED SLAB (GRATE NOT SHOWN) `0 0.17 SQ. IN. PER LINEAR •1 1 11 PLAN SET FRAME IN FULL PREFORMED FLEXIBLE FOOT CIRCUMFERENTIAL M MORTAR FILL AROUND PIPE MORTAR BED & CONC. " STEEL REINFORCEMENT N COLLAR 6" w PRECAST CONCRETE MORTAR ALL JOIN _ PROP 24' JOINT SEALANT FRAME & COVER FOR REGISTRY USE ONLY a SECTIONS TO CONFORM ° 1 19' PVC 18- PVC TO ASTM C-478, CONCRETE VARIES INV.-124.75 - - ---- W.�124.75 4'-0" (MIN.) OF 4000 P.S.I. IN 28 DAYS. 8" REINFORCED TOP SLAB ++, - CJ--- -- r MANHOLE JOINT DETAILS 4 BARS AT 18" _`W_ OF 0.17 SQ. IN. PER LINEAR 6" 5'-0` DIA. a 1 t • SCALE: N.T.S. FOOT CIRCUMFERENTIAL 'W' STEEL REINFORCEMENT LEBARON L202 HOOD 'n OUTSIDE PIPE - . :. „ n. OR EQUAL 16- PVC STORM DRAIN NOTES: VARIES 6 VARIES � DIAMETER PLUS INv,_125.25 - - ----- C�--- -- REINFORCED CONCRE 2" CLEARANCE � SECTIONS TO BE v i0 1. REINFORCED CONCRETE DRAIN PIPE SHALL BE CLASS 111 ■ ■ • • • • MORTAR FILL AROUND PIPE DESIGNED FOR MIN. H-20 UNLESS OTHERWISE NOTED. LOADING , 2 DRAIN PIPES 'WITH LESS THAN 3' OF COVER SHALL _ . . _ 4'-b" (MIN.) o LEBARON L202 HOOD �� l BE CLASS V RCP. _ _ - _ - _. - _ - _ - _ - - Ion OR EQUAL v ROP. PRECAST r, UNDISTURBED EARTH - CONCRETE STRUCTURE 3. BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY 1 I ICI I IJ 11=11 ICI 1 I_I 6* '+5" OR LEDGE --- ( 7» Ir DENSITY BY AASHTO T-180D METHOD. 12 GRAVEL » (-- I 4. SHEETING, IF USED, SHALL BE CUT OFF NO MORE COMPACTED TO I I THAN 12" ABOVE TOP OF PIPE. 95 y DRY DENSITY -BAP AT 18" E.W. _ _ ADJUST AS REQUIRED 70 FINISHED I F ED MONOLITHIC E 5. UNSUITABLE SOIL BELOW THE INVERT SHALL BE REMOVED 12 GRAVEL - - - - - - LITH BAS SECTION I . .... ...........'.'.'..... I AND REPLACED WITH APPROVED MATERIAL STANDARD DRAIN MANHOLE DETAIL COMPACTED TO 95� - _ - _ - - _ - - - 8` COMPACTED GRA .... . " :11b".',':'.'....'..'..b'.'.'.'.•.'.'.%'%%"i .'.'.'...'.'.'a.'.'.'.'.'..'..'o-'.......'. 111= STRUCTURE CS- 1 TE LAND SHALL OF DRY DENSITY - - - - - _ OR 3/4" CRUSHED STONE = - - - - - - g NOT BE USED AS BACKFILL. SCALE: N.T.S. I- - - - - - - -I SCALE: N.T.S. 2'-6" 2'-6" z - - - - - - - i�1-IiI-ISI-ISI-ISI-ISI-ISI-ISI-I�r 1=1 11=1 11=1 I L I I I=1 ! 1=1 11-1 I I-1 11=1 SECTION PROP. PRECAST ONCRETE STRUCTURE STANDARD CATCH BASIN DETAIL _DOUBLE GRATE CATCH BASIN DETAIL SCALE: N.T.S. SCALE: N.T.S. d , s" 16" fill I PROP 24• FRAME do COVER Typical section thru Stone�a ,6� p °��e INV-1 92 - - --- - --- - INV-12127..15 P . Recharger 330HD Bed _ 8Sg ��nt ..� �-' f Typical section thru g ��/te °m o ted,b°s o , 10.4 CF Design Unit c�10 Fi/ter c Recharger 330HD Bed Paved for H-20 traffic Fabr. 10.4 CF Design! Unit - . ,a- PVC - - ----- , ` , -- 1a PVC W-124.90 V'--- INV.-124.90 ' Unpaved for H-20 traffic . Inislhed grade Inished grade Cultec 410 P°`erne°t Filter Fabric . Cultec 410 16. I 18" 85% compacted] fill 16' 85% compacted fill Filter Fabric ! 8Sg + • or 1.5" to 2" dia. brokcen stone I top of stone e1.=127.25 or 1.5" to 2` dia. broken stone 5?• CUltec ° corn '+ . �».��»!�-1»»�.�■ •1�1 I I 1 1»»I I 1 I ■ ■»I�� _ I'".�1■I 1 I 1 ■ I ■ �11�� .I /h .. " v.. V.., :�' v- v Qn �, O q0 pq p0 qq pOq qOo qqq '+-• s qq qqq gggfOOt�qA7Uqqfqqcq0q `00gq,�JgqqV/i 6- /dQ ° :f'- 3- 3 5 #oto alt ted rill 1.5" to 2" dia---�-* o'o o o °o 0 0 0 0 0 °°o o�°�` 1.5" to 2" dia o Qa a o °o°o o a°o o B- °a o°°d; Ce/7t, Se„ Cr • 1 y er fobrrc broken stone 00 0 °o o°oo° °°o o a°o 0,0 Doo°o r,0°011 Cen Vsh 2 °oao o broken stone Doc ,00 00 0 0 j1 " tem to bock O d Sto c ckf// n� STRUCTURE CS-2 Cultec 410 Filter Fabric o �0Q o 24" 30.5 0 00 ° �o� 24" 30.5 Typical Cross Section enter 8'' stop `o Cultec 410 Filter Fabric o ,o 0 0.1 e base SCALE: N.T.S. Recommended, not required 10° Recommended, not required ' of Recharger 3 3 0 H D �°,ti °�o o_�n o_ °�`0 o°no-.6" stone-base bottom of unit e1.=124.75 ;'o^O�n o" 0 0 0�� ,��'o'0 0`0 0 6" stone base'+I �_�_ n f2.. �nQ_< fl-_ zB.__�aD_- _ __. __ __ a reCO Storrr�water Installation st nn�ende 52 bottom of stone eL=124.25 52" �ottom SCALE: N.T.S. a borde I8- �58` 6" stone separation 6" stone separation between rows between rows 1 11-16-00 ADDED PIPE CONINECTION NOTE O SMH DETAIL WSN DRAINAGE INFILTRATOR UNIT FOR PAWED AREA FRAME AND COVER SHALL BE CITY STANDARD PLANNING B QAR D ' DRAINAGE INFILTRATOR - UNIT FOR UNPAVED AR EAS LEBARON CATALOG No. LK110 SCALE: N.T.S. 12" FRAME TO BE SET IN MORTAR. MANHOLE COVER A VISION DATE DESCRIPTION BY APPR SCALE: N.T.S. APPROVED PROPONENT. 6" (TYP.) SHALL HAVE A DIAMOND PATTERN, PICKHOLES & TYP. - - D & L REALTY, L.L.C. ' 14E WORD SEWER CAST IN 3 INCH LETTERS SITE , .. CONCRETE COLLAR (TYP.) .7ITE PLAN 15 SARGENT STREET I BEVERLY, MASSACHUSETTS 01915 D D a ADJUST TO GRADE WITH BRICK PROJECT. W oD v MASONRY (TYP.) DATE OF APPLICATION: THE CABLES CLUB z D f D D DATE OF HEARING: LOCATED ON z N V, MANHOLE D FIRST STREET 18` PVC (soR-35) � � v RUNGS W ° (TYP.) 'o DATE OF APPROVAL: IN M^ D D MANHOLE JOINT TYP. SALEM, MASSACHUSETTS , CL - DATE OF ENDORSEMENT: `RECHARGER UNIT (TYP.) ° D p 00 Nv S D V o DD 4'-0" DIA. - , - �- - - - PROJECT NO 20 144 DA OCTOBER 12 2000 LLI FXT. . > D° 0 5- (MIN.) SCALE: AS NOTED D11PG FILE NAME: 20 f 44DETAILS.DWC p v D e ° DESIGN BY- William S. Needham CHECKED BY- Bradley C. McKenzie, P.E. . REINFORCING TO BE REPARED BY.• a 18 SQ. IN. / LINEAR FT. (MIN.) INV . j p N ..FIR z `, PIPE TO MANHOLE CONNECTION MCKENZI E Z F D V a (PRE-CORED W/ KOR'N SEAL BOOT) v w P IN ALL ME RED ANHOLES MANHOLES BRICK INVERT tY �qrr, -�i�i • ENGINEERINGa + BEboNc LAND SURVEYORS DRAINAGE PIPE FEEDS MANIFIOLD FOR INFILTRATOR UNIT -�--r � = o D GROUP, INC. SCALE: N.T.S. SALEM PLANNING BOARD PROFESSIONAL CIVIL ENGINEERING LAND PLANNING • PROJECT MANAGEMENT • REINFORCING TO BE 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 12 SO. IN / LINEAR FT. PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 (MIN..) EACH WAY UNDISTURBED MATI'�RIAL DRA WING TITLE: DWG. NO. SEWER MANHOLE DETAIL CONSTRUCTION DETAILS I CD-1 i SCALE: N.T.S. I — 12" MIN. A B NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. " 24" DIA 2. ALL REINFORCEMENT PER ASTM C1227-93. 2.5 CLEANOUTS :a:E 3 3. DESIGNED FOR H-20 LOADING. t ' �1)0 4. TONGUE AND GROOVE JOINT'SEALED WITH BUTYL RESIN. GRAVEL ( yP•) BACKFILL INLET ' I I OUTLET . 1'-6" 4" = CONSTRUC77ON SPECInCA77ONS: 1/4" 50' MINIMUM ` 1. STONE FOR A STABIUZA77ON CONSTRUCTION ENTRANCE 12" EVS77NG SH'U BE 1 TO 2 INCH STONE, RECLAIMED STONE. . .. .. PAVEMENT " 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT SECTION A—A VIEW BE LESS THAN 50 FEET, EXCEPT FOR A SINGLE RESIDENTIAL STEEL. REINFORCEMENT t� 1 C.Y. WEEP HOLES A PLAN VIEW B EXTEND TO FINISHED GRADE W/PRECAST CONC. GE07EX77LE FILTER FABRIC 61MIN. LOT A 30 FOOT MINIMUM LENGTH WOULD APPLY. CRUSHED <; FOR REGISTRY USE ONLY EXTENSION RINGS, BRICK/MORTAR AND CAST IRON FRAME AND COVER 3. THE THICKNESS OF THE STONE FOR THE STABIUZED STONE - 0.C. (TYP.) j (TOP BRICK/MORTAR LAYER MAX. DEPTH OF 12% PROFXE ENTRANCE SHALL NOT BE LESS THAN 6 INCHES. EXTENSION RINGS TO BE MAN. BY SHEA CONC., ITEM TK-WT30X36H, OR EQUIV.) 50' MINIMUM 4. THE W/0TH OF THE ENTRANCE SHALL NOT BE LESS THAN A FULL W 0TH OF THE ENTRANCE WHERE INGRESS OR a• •" •• •• ''• • , EGRESS OCCURS OR 10 FEET, WH/C•l EVER IS GREA TER. INLET rT OUTLET 5. GE07EX77LE FILTER CLOTH SHALL BE PLACED OVER THE � 1" TO 2" (COARSE AGGREGATE (TYP.) 10, ENTIRE AREA PRIOR TO PLACING THE STONE.��•� - E § 10, Z11 6. ALL SURFACE WATER THAT IS FLOWING TO OR DEVER7ED `-' .. .. ANPIPED12 ter.. •* a. TOWARDS THE CONSTRUCTION ENTRANCE SHALL BE ,- a, r CV �• �...<� �irti S��r' i � ��'�" A IRAN lF PIPING l IMPRACTICAL, A ERM Lv SEE NOTE 4–/ r-e• ,�- .�,' �,.-� •+�+ .,�•% 10, BENEATH THE ENTRANCE. l S C L, B v • ii,h�;;�... " r 24 :.; WITH 5:1 SLOPES THAT CAN BE CROSSED BY VEHICLES MAY BE 3 (TYP) OP MIN• S77NG SUBSTITUTED FOR THE PIPE. • (L1�(� ti ` PAVEMEN �' W Lr-/,=�1 1 ':��''• * '? 2' '� Z THE ENTRANCE SHALL BE MAINTAINED IN A CON0177ON THAT • ' . :• - • WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC 10' RIGHTS-Or-WAY. THIS MAY REOUIRE PERIODIC TOPORESSING WITH PLAN VIEW ADD/TIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR �•�• r-e• 3r e• CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL DATE OF APPLICATION: SECTION SIDE VIEW SECTION B-B VIEW SEDIMENT SPILLED, WASHED, OR TRACKED ONTO PUBLIC RIGHT- NOTE: FOOTINGS AND STEEL REINFORCEMENT OF-WAY MUST BE REMOVED PROMPTLY. BAFFLE VALL DETAIL TO BE DESIGNED BY STRUCTURAL ENGINEER DATE OF HEARING;: AND SUBMITTED TO BUILDING INSPECTOR PRIOR TO CONSTRUCTION PRECAST 1500 GAL. SEDIMENT & OIL SEPARATOR STABILIZED CONSTRUCTION ENTRANCE DETAIL TYPICAL CONCRETE RETAINING WALL r SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DATE OF APPROVAL: DATE OF ENDORSEMENT: MATERIAL VARIES R = 3/4" C SEE PLANS 6" MIN. TRENCH WIDTH AND DEPTH TO BE IN ACCORDANCE FACE OF CURB PLANNING BOARD WITH THE TELEPHONE COMPANY AND THE ELECTRIC COMPANY REQUIREMENTS AS APPLICABLE. 1 1/2- OR 2" TOP COURSE 6" 7 1/2 " APPROVED OR B" 3 ` e .Y MIN. SITF. PLAN ; EDGE OF PAVEMENT GRASS STRIP NOTES: i l PAVEMENT AIDHESIVE 1.DIIMENSIONS SUBJECT TO CHANGE IN AS PER I FACES OF CURB 7" TIHE FIELD IF EXISTING CONDITIONS ^` SALEM PLANNING, BOARD SPECIFICATIONS MIN. WILL MAKE THE RAMP IMPRACTICAL, o NOTES: UINSAFE OR ILLEGAL. ` I t. CURB TO BE AS MANUFACTURED BY CONCRETE CRAFTERS OF OXFORD CT, 22ROOM FINISH SURFACE AT RIGHT z OR APPROVED EQUAL ANGLES TO DIRECTION OF TRAVEL. :2 x 2. THE CONCRETE SHALL BE DESIGNED TO INCLUDE APPROXIMATELY 75% BURIED CONDUIT STATE APPROVED CONCRETE SAND AND 25% 3/8" ROCK. THE CONCRETE ��GQ�P 2' P� I SHALL CONTAIN A MINIMUM OF 564 POUNDS OF CEMENT SACKS) PER 00 MARKER CUBIC YARD YIELDING A CONCRETE THAT WILL EXCEED 3,500 P.S.I. IN 28 DAYS. I U THE CONCRETE SHALL BE PRODUCED ACCORDING TO ASTM C94 READY MIXED CONCRETE OR ASTM C685 CONCRETE PRODUCED BY VOLUMETRIC CONTINUOUS MIXING. PROPOSED CONDUIT FOR TELEPHONE, 3. A TWO COMPONENT EPDXY OR SUITABLE CONCRETE ADHESIVE DESIGNED TO BOND �� e LIGHTING OR ELECTRICAL SERVICE FRESH CONCRETE TO EXISTING PAVEMENT SHALL BE USED. �•� C V Q 4. THE CONTROL JOINT SHALL BE INSTALLED AT NINE FOOT INTERVALS AND MORE OFTEN 4 ON CURVES SO AS TO MINIMIZE SHRINKAGE CRACKING. �.Q��iO� 2.• „R��`� EVISIONJ DATE DESCRIPTION BY APPR PROVIDE 2'" MIN. 4 4 4 5. THE FINISHED CURB WILL BE COATED WITH A CURING COMPOUND WHICH HAS BEEN "q�`O C'p e PROPONENT: D V DESIGNED TO SEAL THE SURFACE AND FORM A WATER PROOFING MEMBRANE TO RETARD S/O .Q� 1/2•• LIP D pG L ,REALTY, L.L.C. Q C D THE LOSS OF WATER FROM THE FRESH CONCRETE. THE MANUFACTURE'S INSTRUCTIONS I. G MUST BE FOLLOWED. ��F15 SARGENT STREET BEVERLY, MASSACHUSETTS 01915 6" MIN. 6" MIN. EXTRUDED CONCRETE CURB DETAIL (ECC) RAMP RAMP TRANSITION PROJECT.• TYPICAL ELECTRIC/TELEPHONE/CABLE CONDUIT (E/T/C) SCALE: N.T.S. PERSPECTIVE THE CABLES CLUB SCALE: N.T.S. CEMENT CONCRETE SIDEWALK RAMP LOCATED ON. SLOPE VAR1E� SCALE: N.T.S. FIRST STREET CAP ROCK IN PLACED STONE SALEM, MASSACHUSETTS (2 SF MINIMUM - (SEE PLAN) W SURFACE AREA) 2" INSULATION BOARD AT SEE PAVEMENT PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 a 1 DOORS (NOTE 3) SECTION SCALE: AS NOTED DWG FILE NAME: 20144DETAILS.DWG 000 PSI SLOPE SIDEWALK ® 1 4" PER FOOT TYP. � 1 D 5" THICK 4, � SEEDED LAWN W LOAM AND SEED CONCRETE ® 28 ` IN OR SOD = DAY STRENGTH . . . co DESIGN BY. William S. Needham CHECKED BY. Bradley C. McKenzie, P.E. _• . . .' - FILTER FABRIC • . - - - COMPACTED ;. •. ., _ REPARED BY.• 2'-0" (MIN.) ' . :'$. :GRAVEL BAS.E.. N SCREENED TOPSOIL - - (NO STONES LARGER THAN COMPACTED SUBGRADE - " • M cKENZI E 11/4 ) _III Til ill 6" - 2" STONE BEDDING III I ENGINEERING N NOTE: EXISTING SUBGRADE I I I I I III I I GROUP, INC. SLOPE TO BE FOUNDED ON UNDISTURBED OMPACTED SUBGRADE �► ' r MATERIAL AND CONSISTENT WITH -I I I I i I I I I y GEOTECHNICAL ENGINEERS RECOMMENDATIONS. CONCRETE SIDEWALK AND MONOLITHIC CURB DETAIL PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT 3'-0" SCALE: N.T.S. 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 SEEDED OR SODDED LAWN DETAIL STONE RIP-RAP SLOPE PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 SCALE: N.T.S. 1. SIDEWALK TO 'HAVE TOOLED JOINTS 5' O.C. (TYP.) WITH DRAWING TITLE: DWG. N0. - SCALE: N.T.S. EXPANSION JOINTS 15' ON CENTER AND PREMOLDED FILLER. 2. SEE PLAN FOR ELEVATIONS AT CURB CONSTRUCTION DETAILS II CD-2 T i GROUND SURFACE THRUST BLOCK BEARING AREAS FOR WATER PIPE FINISHED GROUND SURFACE I TABLE OF BEARING AREAS IN SQ. FT. AGAINST UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS* ADJUSTABLE TEE 0 0 VALVE BOX WATER MAIN SIZE OF MAIN 90 TEES AND PLUGS 45 — (IN.) BEND BEND Cr Wi F ly 6 4 2.5 2 Q e 45? e CONCRETE BACKING AGAINST ° 45? �! MAX. ° UNDISTURBED MATERIAL * ° ° . ° ° MAX. 8 6 4 3 0' GATE VALVE°. e ° ° H MAX. ° ° ° ° ° 1 0 E FOR REGISTRY USE-ONLY e. e ° 2 2 12 9 7 DISTRIBUTION VALVE 16 21 16 12 ° 0 11 * SEE TABLE ON THRUST BLOCK BEARING AREAS FOR THE AREA OF CONCRETE REQUIRED. * TYPE OF SOIL IS MEDIUM CLAYEY, 6 OR MORE BLOWS PER FOOT, OR LOOSE a a GRANULAR, 9 OR MORE BLOWS PER FOOT. SOIL CONDITIONS OTHER THAN a CONCRETE BACKING AGAINST THOSE GIVEN WILL REQUIRE LARGER BEARING AREAS. CONCRETE AGAINST UNDISTURBED MATERIAL * TYPICAL a a a a UNDISTURBED MATERIAL CROSS COUNTRY IN PAVED AREAS CAL WATER MAIN TEE NOTES: , LOAM AND SEED OR APPROVED SLOPE i RESURFACING AS REWIRED THRUST BLOCK DETAILS PROTECTION ________ _ TYPICAL WATER MAIN PLUG 1. FOR FITTINGS WITH LESS THAN 45 DEFLECTION, USE BEARING AREAS FOR NOT TO SCALE 45 BEND. — — — — -- 1/2• MIN. PAVEMENT NOT TO SCALE WATER GATE DETAIL • '' ' I'• ••'f ••'•' ••. 18* GRAVEL BASE COURSE 2. BEARING AREAS BASED ON HORIZONTAL PASSIVE SOIL PRESSURE OF 2000 P.S.F. NOT TO SCALE CONCRETE BACKING AGAINST AND INTERNAL WATER PRESSURE OF 150 P.S.I.G. JOINTS SHALL NOT BE — UNDISTURBED MATERIAL * . ENCASED IN CONCRETE. BEARING AREAS MAY BE DIREGARDED FOR TRENCHES : .. .... .. .. . .. .. . IN BOCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OF CONCRETE BACKING AGAINST e - o a THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE W suITABLE BACKFILL SHEETING IF USED } SHALL BE LEFT IN UNDISTURBED MATERIAL * e .'4 ° ° ° ° 45? PIPE AND THE ROCK FACE. MATERIAL a e e MAX. HYDRANT PLACE BELOW ' (' ' 45. THIS ELEVATION a. MAX. a -.--s'�- 3. THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT, + e WORKING DRAWINGS FOR EACH THRUST BLOCK TO THE ENGINEER FOR O e ° : H WATER MAIN /, f------�� ,\ APPIROVAL PRIOR TO INSTALLATION. O v ' ' SAND BLANKET 2 I 4. ALL 'VALVES AND FITTINGS SHALL BE RODDED TOGETHER. e . ,d FINISHED GRADE VARIES . e MAX. 1'-0' MIN. • * SEE TABLE ON THRUST BLOCK BEARING AREAS °.° d REMOVE EXIST FOR THE AREA OF CONCRETE REQUIRED. GRAN. CURB SCREENED "� BACKFILL MATERIAL CAST IRON VALVE SHEETING AS i RIES BOX AND COVER REOUiRED (D4- WN.) TYPICAL WATER MAIN BEND �- TYPICAL WATER MAIN THRUST BLOCK UNDISTURBED E R NCH R°`�` THRUST BLOCK DETAILS EXIST. WATER MAIN WATER MAIN CONC. THRUST ! PLANNING B IN EARTH I IN ROCK BOARD D SECTION DETAILS NOT TO SCALE BLOCK NOT TO SCALE TYPICAL TRENCH DET�AILAPPROVED MAXIMUM SIZE 6" DI PIPE SCALE: N.T.S. , I,j„£ PSN TAPPED CONNECTION * * WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE OO �� WATER MAIN MAXIMUM TA TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY 4-7v Do q a'D q DIAMETER DIAMETER MEANS OF MUTIPLE CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE, v• q 4" 1/2" OR TAPPED SADDLE. MECHANICAL JOINT I I q 6" 3/4" NOTE: TAPPING SLEEVE PROPOSED W 2 TIE RODS (1 EA. SIDE) 8" 3/4" WHERE NO PAVED SIDEWALK WATER MAIN i TO BE SAME DIAM. AS VALVE ANCHORING 12" 1" EXIST CURB STOPS & VALVE MECHANICAL JOINT PUSH—ON M.,J. BOLTS TEE BOXES TO BE INSTALLED IN JOINT TAPPING VALVE STREET PROWIDE 12 SQ. BY ` 4" THICK CONC. BASE FE DATE DESCRIPTION BY APPR VAL ✓E BOX OR VALVE INDICATOR2'•-0" FROM SIDEWALK PLACE MASONRY BLOCK FRAME POST AS REQUIRED 1/2 C.Y. OF CRUSHED . � NT: D & L REALTY, L.L.C. CURBING CURBING STONE 6" ABOVE DRAIN GRADE UNDER ACCESS PIPE ON COMPACTED '' ��� '' 15 SARGENT STREET FILL DO NOT REST ON VALVE PROPOSED WATER MAIN y; BEVERLY, MASSACHUSETTS 01915 HYDRANT DETAIL ` STANDARD VALVE BOX - `. & COVER IN SIDEWALK NOT TO SCALE Al. i /!�k PROJECT. _ THE CABLES CL UB Z P R -5 w LOCATED ON > SOCKET CLAMPS AND TIE RODS - Uj � TYPE K COPPER CURB STOP DATE OF APPLICATION: FIRST STREET � SERVICE EXIST. WATER MAIN - TO BUILDING SERVICE IN TYPICAL TAPPING SLEEVE AND VALVE DATE OF HEARING: SALEM, MASSACHUSETTS CORP. STOP DATE OF APPROVAL: WATER MAIN NOT TO SCALE PROJECT NO.: 20-144 DATE: OCTOBER 12, 2000 COPPER SERVICE CONNECTION DATE OF ENDORSEMENT: SCALE: AS NOTED DWC FILE NAME: 20144DETAILS.DIPG N.T.S. GENERAL NOTES DESIGN BY. William S. Needham CHECKED BY.• Bradley C. McKenzie, P.E. REPARED BY. 1. IF SHEETING IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" ABOVE TOP OF PIPE. 6. BACKFILL IS TO BE COMPACTED TO 90% MAXIMUM DRY DENSITY BY AASHTO T-180 D. McKENZIE 2. ALL PIPES SHALL BE TESTED TO A PRESSURE OF 1.5 TIMES WORKING PRESSURE 7. ALL WATER PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER OF APPROVED MATERIALS. FOR A MINIMUM DURATION OF ONE HOUR. 8. ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. ENGINEERING 3. WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE AND AFTER 24 HOURS 9' RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE DIRECTOR TO 25 P.P.M. OR AS REQUIRED BY SALEM WATER SUPERINTENDENT/ENGINEER. OF PUBLIC WORKS FOR APPROVAL PRIOR TO WATER BEING TURNED ON. GROUP, INC. 10. DELETED 4. WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL TYPE JOINT, 11. DELETED CONFORMING TO A.N.S.i./A.W.W.A. C150/A21.50, CLASS 52, AS APPROVED BY THE SALEM 12• ALL WORK SHALL BE IN CONFORMANCE WITH SALEM WATER DEPARTMENT STANDARDS. PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT WATER SUPERINTENDENT/ENGINEER. 13. DELETED 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 5. ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH A.W.W.A. STANDARDS PRIOR 14. ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING MUST BE OBTAINED. PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 TO PAVING IF PAVING ABOVE TRENCH IS REQUIRED. 15. NO WATER WILL BE TURNED ON IN THE PROJECT WITHOUT WATER DEPARTMENT APPROVAL. SALEM PLANNING BOARD DRAWINC TITLE: DFC. NO. CONSTRUCTION DETAILS III CD-3 M i DECIDUOUS TREE - PRUNE BACK 1/4" EVERGREEN TREE - GROUNDLINE ON SITE; WRAP TREES OVER 1" CAL. TO BR THE SAME AS EXISTED AT SURFACE ROUGHENED IN THE HANDICAP PARKING ONLY SIGN (TYP.) WITH BURLAP OR ASPHAUC THE NURSERY DIRECTION OF SLOPE SEE CONCRETE SIDEWALK DETAIL KRINKLE KRAFT TREE WRAP CINCH TIE HOSE 0 Y 4 PAINTED APPROVED EQUAL y c ° WHITE ° 4 q SYMBOL DOUBLE STRAND OF4 a i' CINCH TIE HOSE OR v d ,GALVINIZED WIRE TWISTEDs • � � APPROVED EQUAL v 12-14 GAUGE ° cm X a c 3 GUYS OF 12-14 GAUGE v : 12 ° v. TURNBUCKLE as' � TWISTED WIRE, 120' APART ZI (MAX) v ..(MA v ° �,,r,,. 0 2 1/2" DIA., 10' CEDAR As TURNBUCKLE I STAKE WITH NOTCHED END , A MIN. 3 PER TREE j"" 3" MULCH LAYER 61 4' N) I 14 � 4 3" 3" MULCH LAYER FOR REGISTRY USE ONLY (MI AMP (MIN) ,/ 24" -2" x 2" (MIN.) STAKE DRIVEN / FOLD BACK BURLAP FROM TOP 113 OF BALL FLUSH WITH FINISHED GRADE ............ .............. EXISTING SUBGRADE EXISTING SUBGRADE CD I PLANTING SOIL MIX PLANTING SOIL MIX 00 SCARIFY EXISTING SOIL AND SCARIFY EXISTING SOIL AND MIX WITH PLANTING SOIL AT MIX WITH PLANTING SOIL AT A 1 TO 1 RATIO AND COMPACT A 1 TO 1 RATIO AND COMPACT VAN PAINTED HANDICAP SYMBOL DETAIL DECIDUOUS AND EVERGREEN SCALE: N.T.S. TREE PLANTING DETAIL DATE of APPLICATION: SCALE: N.T.S. DATE OF HEARING: 8'-0" 8'-0" 8'-0" 9'-0" 2'-0" - • (MIN.) (MIN.) (MIN.) TYP. REGULAR SPACE) _ _ .-.a �: 1-1/2" BITUMINOUS CONCRETE SURFACE TYPE 1-1 DATE OF APPROVAL: --- - --i ••••••••••••••••••••••••••••••••••••••••••••••• - 1-1/2" BITUMINOUS CONCRETE BINDER TYPE 1-1 4" WIDE YELLOW PAINTED LINES (INCL AISLES) ••••••••••••••••••••••••••••••••••••••••••••0.0 •• 0 1 ►- SIGN DATE OF ENDORSEMENT: 1 N 1 1 1 12" PROCESSED GRAVEL BASE HANDICAP PARKING STALL DETAIL II III= =III SCALE: N.T.S. —III I I I i I is SUBGRADE PLANNING 130ARD U CHANNEL POST BITUMINOUS CONCRETE PAVEMENT DETAILOVER - A�Ip�� of SCALE: N.T.S. J n 1 " CHAMFER SITM AROUND BASE 18" CURB PAINTED RED 5' X 18"0 bd �� • - BAS!:/SIGN FO '• �� $�' I . tvCONC. BUMPERLINE OF PLANT oma $= ' va SALEM PLANNING BOAIRD N f IRF --AN F NO PARKINGI o,. BITUMINOUS PAVING o��. Qo 2" MIN. DEPRESSION c~ EDGE OF LAWN o '4: ° o a°Q FINISHED GRADE a Q 4" WIDE SOLID YELLOW PAINT _ _ • w1 0l CONCRET ft. 3000 SIE. REFER GTO SPECIFICATIONS II LETTERS TO '`� o ' ' FOR ADDITIONAL CONCRETE �* 1 • - II 4" BARK MULCHDO NOT BE PAINTED INFORMATION. PLACE ABOVE FINISHED YELLOW 1 '-0" MIN. LAWN GRADE) REMOVE BURLAP FROM TOP TYPICAL 4"-0" PAINTED "FIRE LANE—NO PARKING" DETAIL *7'-0" TYPICAL. REFER TO TRAFFIC CONTROL ••. . • . •• II HALF OF ROOTBALL. IF EVISION DATE DESCRIPTION BY APPR SCALE: N.T.S. SCHEDULE FOR EXACT MOUNTING HEIGHT SYNTHETIC MATERIAL,REMOVE COMPLETELY. PROPONENT. TYPICAL CHANNEL MOUNTING DETAIL FOR HANDICAP SIGNS II II II II II II I D & L REALTY, L.L.C. 6" MINAPPROVED SOIL MIX CONSISTING OF 15 SARGENT STREET N.SCALE: N.T.S. 75% TOPSOIL (NO STONES LARGER THAN BEVERLY, MASSACHUSETTS 01915 1 1/4") AND 25% PEAT MOSS, 40 LB. SIGN R1-1 2 x ROOTBALL BAG MANURE AND FERTILIZER AS PROJECT. 2'-6" 19 19 • 3'x3' MINIMUM) REQUIRED. THE CABLES CLUB ' _ ' LOCATED ON TYPICAL SHRUB PLANTING FIRST STREET STOP 2'-6" _ J= SCALE: N.T.S. Dv 0' 0 t.i A a SALEM, MASSACHUSETTS GREEN SHRUB ' 2"x2'x8'-0" SQUARE � PROJECT No.: 20-144 DAVE: OCTOBER 12, 2000 7•-0" STEEL SIGN POST t ,� SCALE: AS NOTED O o, .� , ,,:. .� •;,. DWG FILE NAME: 20144DETAILS.DWG 8'-6* DESIGN BY. William S. Needham CHECKED BY: Bradley C. McKenzie, P.E. 4" WIDE PAINTED oo as /JL -- 2'MIN. WHITE STRIPESRED B f 5'MAX. REPAY. • a° TOP OF CURB •' ° ° S�° FINISHED MCKENZIE GRADE 6"+ =_-GRADE PAVEMENT ENGINEERING ROADWAY 1'-6" 1 0" 8" WIDE PAINTED WHITE STRIPES - GROUP, INC. 4 BARK MULCH ............................. . . OR LOAM AND PROFESSIONAL CIVIL ENGINEERING • LAND PLANNING • PROJECT MANAGEMENT • SEED (SEE PLAN) 196 CENTRAL STREET SAUGUS, MASSACHUSETTS 01906 LANDSCAPED SURFACE PHONE: (781) 941-2211 FACSIMILE: (781) 941-2662 STOP SIGN DETAILTYPICAL STRIPING DETAIL TYPICAL PARKING LOT ISLAND GRADING TREATMENT DRAWING TITLE: DWc. No. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. CONSTRUCTION DETAILS IV CD-4 �„g.saaata FREDERICK P GN GOFF �+ , 4 ELECTRICAL No.33£56 � 9 p r, F 90c v/•STEP�tJ FSSIOtV, N LIGHTING FIXTURE SCHEDULE LAMPS `�•�•• TYPE MANUFACTURER MOUNTING WATTS TYPE FINISH LOCATION REMARKS 0 GARDCO METAL POLE i 25OW WHITE PARKING POLE 25'-0' G1813XL25OMH2O8WPLF HALIDE ...................................................................................................p.............................................:}.................... .................. ........................................ .......-.................................................................... N GRDCO 2 METAL DD SLE WHITE . # PARKING 25OW HALIDE . ..............._.. ......... _.._w,. I J N ,.._....... .. 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"'Y- \'Y. \ •,• ..v`.,{...,, `:�'y" •..+--•Z--•\ , \, v \ 'i" ."\ \ C�`'� ,•t-'•: .Y'i E\ C+ \ { d o Q ti 0 CU Ln CIO r~� O O F PLANNING BOARD L APPROVED w w o SITE PLAN d 3 ti I W N z C o a 5 w a Lu Co a C CD 0 i SE — 1 Li 0 a ' I O Screen property opposite entry with evergreen trees to block headlight Blore. % x L=-3E3.84' 4 PS (7) Selective clearing of existing Additional groun R-25.00 G=89'0'25" vegetation on slope. lighting for signs to be t T 4.57' Reibuffer determined. r 1 \ '\� evergreenplantings. _ Highlight entry and sign W xi STREET with evergreen bp 0 Selective clearing of existing g S T(\ seasonal flowers.A 440 i. vegetation on slope. New r `y I. ;I Reinforcergeent eIr with new PN (2 {{��----�� eve � NN (440) n FBF S T L6.17 (60' PUBLIC) PS (3) a`,�1� PN (2) �� PPS(� 0000000 rw1 a �� W _ 406.39 �� �� 0 PN (3) 3�•x �� x I \\ PS (1) %- = 126 _ ---- -- _ - S flTTPN (3) PS (2) PN (1) PN (3) ,�� PS (2> . . — - -- _- --- S37'39'20"E I 10811 S (�) P (2) ' 2 -- W S _ o PROP. FENCE 1 + 05 (2)i cc o 06 / '�� rl /STT I . BI BRM TYP.) I rr f TLt 1—i PLAY AREA �P C,! 1 lIII��(l1'i'1 N GT 1 GT 1 GT (1 O( i r� RIP-RAP 1:1 S ( )) O 1 s c o l'(�/;''"1 PROP. BIT. CONC. 11 0.50F �l�I�'I DRIVE Aa LOPE -- ■ e • ■ ■ Ir TO T.O.W. - 4 I t PROP. 1:1 so P C� ��-� -������ d, •,. _ - - G Rid (1) ISI' ��1 RIP-RAP 7-7-77 SLOPE I BN (1) /I�� i AL (2) AL ( 2, AL (2) f ala ' Ijl' / j' HILLCRES —7-- PROP. SERVICE �T 1 r i, 141 Naturalized grass slope. CHEVROLE PROP. LEASE- ` ENTRANCE _ MP (1 LINE - n� BN A l35 A (35 \-CA (35)® < l J'l�rl ,`o° 1. I p (1 ) STORY BN ( �� _ AR 1 j lie I/i �i�����I V) Z 3 _ IF 11 LLJ 711R 1 x l 1 1 /� �� CONCRETE BLOCK 8c BRICK ,� %� _ R (1) R (1) ( > 120 j j{ c� • � N • � � I ��i l l f; PROP. CONC. No.207 w ,^ 's1 o � BN ('}) � I �'°pI' � '( RETAINING WALL � rT, � � � •" � - - -- i � � � 122 _� L I L I -- Ck U FrE i 2a ' JI`^(�JI� PROP. CONC. Z 1 I �'r�iM,i':� RETAINING WALL t M flM _126 <-i Q - 4 Naturalized grass slope. v 1 Tl - FF-1 + • ' R (1) R (1) R (1) W N I 126 • --BN 130 —- + w► � C.LJ.3 MP J PROP. 1: 1 RIS-RAP J-I A rf? 132 SLOPE BN (1) � AL (2) AL (2) AL (2) E— A (35) A (25) A (35) H (93) PN (1) > > T (1) T 1) Q T 1) ' 7 8142 `� PS (2) �91 9 "` x�. ,a6 3 � " ,�1 z i ,� e 19 M I-- CA (4 5) CA (45) CA (45) PLANNING BOARD APPROVED SITE PLAN U W a 7 U F---I y Q � U Ground . . Lighting _ o •1 T=� Entry Sign PLANTING SCHEDULE [--� \O���cSc :CH'lI ETjs i�i�/ Abutting Ledge o -- - „•`' ,. Symbol e]ty. Botanical Name Common Name Size Remarks Q ' -_ Trees AL 12 Amelanchier laevis Allegheny Servic:ebe 2-3" B&B 9 Acer rubrurn Red Maple 5 1/2 6"cal. B&B A� BN 7 Betula nigra River Birch c 10' 12'ht. B&B + _ � �- '. ' � it I' � i. 1 ; GT 7 Gleditsia tnacanthcs Hone Locust 5 1/2 -6"cal. B&B No.g34',�Q � �, -_— •_ _— f t ' .;�� ( _ �1+(`�' f—� n L '•;� t *,'�•4n,`, I I '� • I .I ! PN 8 Pinus nigra Black Pine 3 4'ht. B&B E v /Ilk/181111111tir4 di � J � l; E- 0 ' 11 11110 �__ .�� 't .,�� ;,� rr r I+ ( f I PN 10 Pinus ni ra Black Pine 4- ' otk PS 16 Pinus strobus White Pine 6'-8'ht. B&B PS 14 Pinus strobus 8' 10'ht. B&B ,y �I I ,,tff T i ! � fl ` I •, � f, I White Pine J * �// �.��•; ,- I � t �i f.f .9Yf;flfrf� s�1,Y 1 LLI.. I v �,ti � II���I •,-s �I. l Shrubs CO F �* 26 Mynca pennsylvanica Northern Bayberry 3-4' B&B Z tt j ,; ' r r '�=,',.4„ ,ter ,• rr-. JH 234 Juniperus horizontalis Creeping Juniper 18-24"s�pr. B&B � In C. � E-rr CA -345 Cotoneaster a iculatus S readin Cotoneaster 18-24" spr. B&B S .r,l tx l.anchc'apc; Architects Groundcovers �3? �'ulumbia Street /� N u • (,,1101Rl;�101^Ma 02141 Entrance Detail Ent/y Sign Entry SignElevation ANN 880 Annuals I IIll11C; (�I / 491-5300 6"o cc. 4" ots 1'.AV ((,17) -191-7502 L.mail: pressIq(cipressleyi11C.wr11 Scale: 1 "20" w/ Gro un d Lighting - j 0 co 1 1/2- WIDE FABRIC TREE STRAP LO ENCASE GUY WIRE IN NEW 1/2' M BLACK RUBBER HOSE INSTALL 3 GUYS EQUALLY SPACED INSTALL 3 GUYS EQUALLY SPACEDAROUND BALL 3/16" GALVANIZED W AROUND BALL. 3/16" GALVANIZED �-- STEEL WIRE SECURED AT BOTH STEEL WIRE SECURED AT BOTH ENDS WITH NON-CORROSIVE CABLE ENDS WITH NON-CORROSIVE CABLE CLAMPS GALVANIZED TURNBUCKLES SPACING VARIES CLAMPS. GALVANIZED ON EACH WIRE SIZED AS (� TURNBUCKLES ON EACH WIRE SIZED APPROPRIATE TO SIZE OF TREE FINISH GRADE AS APPROPRIATE TO SIZE .OF TREE. TREE SHALL BEAR SAME RELATION �r TREE SHALL BEAR SAME RELATION TO FINISH GRADE AS TO NURSERY W � • � • � • 0 ,,,,{{ GROUNDCOVER OR PERENNIAL PLANTS TO FINISH GRADE AS TO NURSERY EXISTING GRADE. DO NOT COVER �V EXISTING GRADE. DO NOT COVER ROOT FLARE GALVANIZED TURNBUCKLE rn 0 MULCH , 3" MULCH 3" MULCH MAXIMUM ►-I-+ 3" HIGH SAUCER FINISH GRADE LAWN w L.. FINISH. : .. :..•... Of- - - ,i- ,I i- _ :�I_!;;,_-„. � ',�a:,t.•. ;P.. ".`. �9 . • �_,!I�,_,,.-I,_L-La__�„-_i!iI,_,.,i.i !•. NI H A SEEDRAWINGS FOR MATERIALS NG MEDIUMPLANT UNTIE ALL ROPES AND REMOVE ALL PLANTING MEDIUM AS SPECIFIED PLANTING MEDIUM I_ UNTIE ALL ROPES AND REMOVE ALL WIRE BASKETS AND POLY- W .. .•. .. •. .• . • I _.. � i ._. BUR LAP ROLL JUTE BURLAP BACK 1/3: aWIRE BASKETS AND POLY-BURLAP. ROLL JUTE BURLAP BACK 1/3 �''V`` -I_(-=_—�.-I,.-�.!—`...--•_-�_-.�--I.—'I _--Ii.';1:�I �=i-__+�_ -:1=) =•(i-.I:_i,s' � ,_:_,._._'I_-:t:iI::;I;;.-_I,I,=�c,;!c-,I--I,!,I!eI�_!i+.!II?,-.:-!_!.=i;.!iIII_1lIII—.I...iI!:=._-II+;-II'-_!i;I!__!i,I-•!I-._.IiiIIl_I�I-=!,--'i-..i{LI!t!d I'L�=,—._III-i,!_._Il.__!i_.g_i'!i-__II.-__!;-I-'{_{I_,_!,�-�-.-iIiI-Li,I�i,Ii_-I1:._,.��I�I-!I II-!I 1,,-i=__:-+”-!-►I1-;,�i_-I_=-t i1,1 1_i i1-= FROM TOP OF BALL PRIOR TO . OF BALL PRIOR T O BACK FILLING BACKFILLING. ,I,- = I METAL DRIVE ANCHOR. SIZE AS P E R MANUFACTURERS RECOMMEDATION. 1 !-{ IMETAL DRIVE ANCHOR 2 6" LONG ,I_ - I COMPACTED LOAM 1 —i COMPCOMPACTED SUBGRADE COMPACTED SUBGRADE IICOMPACTED SUBGRADE ACTED LOAM — I __ ' - i ! -- BALL PLUS 36" Q BALL PLUS 36" CLEANLY PRUNE ALL DAMAGED BRANCHES. TREE SHALL HAVE STRAIGHT TRUNK AND BE PLUMB AFTER SETTLEMENT. ©PRESSLEY 2000 Evergreen Tree PlantingDeciduous Tree Plantin NOT TO SCALE ©PRESSLEY 2000 NOT TO SO ©PRESSLEY 2000 LE Z 0 - W Z N W TREE SHALLL BEAR SAME O RELATION TrO FINISH GRADE AS TO NURSERY EXISTING GRADE F-1 WATERING SAUCER SHALL BE DO NOT COVER ROOT FLARE FLOODED TWICE DURING THE FIRST 24 HOURS AFTER PLANTING 2" PEA GRAVEL MULCH DO NOT CUT LEADIER WASHED TREE WRAP SHALL NOT BE USED U V TREE SHALL BE SIFT PLUMB 5'-0` 0 ENING 1" X 12" BOARD FRAME TREE PIT o TREE SHALL BE PLANTED SO THAT FINISH GRADE CROWN IS 2"-3" ABOVE FINISHED SEE DRAWINGS FOR MATERIALS I SHRUB ? pill GRADE AFTER SETTLEMENT46 •u w' v w' 2" MULCH r-'''o'` �•� o..•, .. _�II-IIIf-=I I I,-11 I ISI I,I=,I,I-•I o,":• v � -! -- _If . O •` �z l-A \ CUT & ROLL BACK 1/3 OF BURLAP co l l_1_1_I,I._I!__1,iI:1I-I'•1 i1_;'t!_!-.!__Il-._Ii.I_,11+!j li i iIi:-II-LI1-1 II li!�I il.i I,i'1-I_i _•;if 1 �1-, i..._�1 1.y_�__.._I t.! 1_=`I"I,I-I_=I',liIll-.1_l!=iI__-riIlI_iL�iIII;I!-!Il'I!�I--,-II-iIIi!=1I 1Ili_l i+iI!I!l--ii COMPACTED ot PROCESSED GRAVELBEilf=II _; I =11COMPLETELY REMOVE I I----I W 3" HIGH SAUCER SYNTHETIC BURLAP & LACING SOIL SEPARATOR FABRIC .FINISH GRADE 2"-3" AGED PINE BARK MULCH . I ►4 =-I (PULL MULCH AWAY FROM TRUNK OF TREE) PLANTINGMEDIUM ! !BACKFILL WITH PLANTING 3" HIGH EARTH WATERING i�li!IE!II ,!= MEDIUM AS SPECIFIED vw� ,I -1IIISAUCER AROUND TREE PIT _ , -! UNTIE ALL ROPES AND REMOVE AL L E-4 COMPACTED SUBGRADE WIRE BASKETS AND POLY-BURLAP .- -I I!-!I I II: - I -_ wROLL JUTE BURLAP BACK 1/3 FROM ,, •I- ::-1 i I:_I•iII,�,-_L,I I,I--�,!�il'_l ii-_I—iil—�I{L�I!I�-(_IS,I I—I 1 hI I!-I _I=I='II J_I :!=I = 1,E_ _.!' ::rr 1 _ TOP OF BALL PRIOR TO BACK FILLING-I ,!---I: I I= _ Q a Rl ii, � • ._.II _-_ - ' , t �• _ r -- _!!. �,i --�!_ F ''=ill _II!�!!I__i!I !Il�i!I a��-_�I!_ i; COMPACTED LOAMI-I11911=111 d I I-- !I I-I I I-UNTIE ALL ROPES AND REMOVE :== ---- ALL _ ALL WIRE BASKETS. ROLL JUTE_i!iiI i ' ' _ __IBURLAP SACK Y3 FROM TOP OF EXCAVATE PLANTING PIT o SPACING VARIES BALL PRIOR TO BACKFILLING. SPECIALLL Mix PER PROVISIONS ROOTBALL � 1 ~ (SEE PLANT LIST) TO DEPTH OF R00T BALL COMPACTED SUBGRADE 6" TYP. = � r- ?, NOTE H r" 3x ROOTBALL DIAMETER �Szpp GRAVEL UNDER SIDEWALK MAY BE. REMOVED FROM A �F UNDER CONCRETE TO ACCOMMODATE TREE ROOT BALL. Shrub Planting Evergreen Tree PlantingDeciduous Tree Plantingon a Slo e in Sidewalk NOT TO SCALE ©PRESSLEY 2000 NOT TO SCALE ©PRESSLEY 2000 NOT TO SCALE ©PRESSLEY 2000 E- z 1` eSsl e �\\\\„4W11111llPLAN z N I N G B OAR D ++ ���o �PSSACHUSfTTs ii���/ I 0 S APPROVED a PM•PREo Associates Inc. • Landscape Architects = 432 Columbia Street �\ SITE PLAN Cambridge, MA 02141 No.33$ Phone: (617) 491-5300 Jam'%ii F�IgPJDSCPe�P�`��°\\ 17 FAX: (617) 491-7502 Email: pressley((cepressleyinc.com j