Loading...
18-013 WALL MART PLANS I i .0 0.0 0.0 0.0 0.0 0.0 0.1 Q1 O.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 U.0 V.0 u.0 - .0 0.0 0.0 00 0.1�ay �\Y`,�� '■tT/ 0.1 O.t 0.1 O.t 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 wi�1 `,!(,\ 0.9• / "�/�/ y L)RNs PLAN CONFaRYS WIN PROCEDURAE ANa TLaMLGE E .0 0.0 0.1 0.1 0.j `Q.i"t; 2 0. �r o�'16� zV C77 o��j 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.o 0.0 0.0 o.0 0.0 o.o o.o ----0.0-_.0,0 0.0 0.0 0.0 0.0 0.0 a (,� ,)a.o o.o "o.o o.o o.c�r fOA R'E 0 CMRa°vis 9'NNE,ii.A. PP _ maw xw aw sccnws a.m NNE,e.w. L� _- 'NO3'S0'S�� 59'Oq•r N[,t,co LJ 1) HE SERI sEOw NE/LW r THE BETWEEN Or M' \\-/ ` 254.94 199 07 ]6 )7 [- a-14)hwcyth.I suRr[Y PEKaaED BETAEEN wAr am .p 0.T p.t .1�Q� 1,� 0.3 0.4 0.4 O.3 _0.3 0-2-6.2 -OT- 0.1 0.1 01----0.0 0.0 0.0 O.9 uNLidiN O.o p.0 0.0 -0.0 0.0 0.p 0 C diLL� /r��+ p.p p.p D.p p.D D.p p.p p.p D.p D.p p.(N■w8!o�,vc9. old / L/ w,) �� Nos 1s'zo•E �Q Cl T r\ s7 iME REFERENCE YEPogM As 4gMN"MM a"A"E"M Y � C0 GHQ N vas POLE uWNTED rRAUSFaswERS(s->" zD.°RE.w sE,e.or 25`' "� '�• Y WARY 0 �E 0 i° 1 0 0 0 0 0 0 0 0 0 0 Q U1=9L c°owwATE sysw.. 0.1 0.1 0.4 0.7 0.8 0.7 0.6 4 2 0.1 - �s. All 0.0 .0{� '� - 0. ) Ar9AlEi O. _D- NOIQANNG TREE T. ,kVIE3D SRr .Ally COD�cE ^ -" - « Arco ARE ACCEPTED an WAYS ACCAROYIG ro 111E an a 4.- _ _ ,17.4��E_ s�` 11a11TNA11PTaN fPoR MNTCM�aW1a wN INDICATES THAT •t✓ -EULE Or ENCNT PAPCri(LOT,S-1S IS Ia11ED AS He CONCRETE PAD V 1 0.1 0. 1.4 1. EDGE cP.GVEUErA.1' U, o.o o._o"O-0 0.o o.o o.o OXD D.l r > jTRU rRwwr euaNESs STEEL CpIPACIOq URUTV AREA ENtE SEPNCE ENiP.NCE ( 1 0. 0.4 0.7 1.1\\\t 2J 2.4 '� t Y cD«cncrE STEP TO cEE Doa+c«rRANa "Pc scRmcc ENMAN U.i 0.1 0.1 .7 0.1 0.1 0.1 I IDA 0.0 0.0 0.0 0.0 0.0 OMO O.� Ex�arANC�orro[wRIAE 'ESTE �LaCATEED 7Ri C i LOIE HG O-S EIECrMt sLRHCE E«iRr AfaNa THE saRHe,LY sIXWDM/M 1H[LDC119 s RH .0 0.0 0.0 00.0 07unEmES WEM OEle.EO FlTCw A PlM "• 6 .cam 3.p .9 O.i 0.1 0.1 .1 0.1 0.1 0.1 1 D 0.1 0.1 0.1 0 1 y7 D�0.2 0.4 0.8 1.7 LRErt DouESnc wArER sERMCE E«TRA«a PRp>AMD m RAL DESIGN ASSOCMTES WIEp 11-2Me,. �L0 -co«CFE rE STEP ro S E-E«,RA«LE �THEEDPMSMIiL-TgN ar SOISORFAaE u,W16 NS Nm _ I 0.1 0.3 0.5 1.0 1.8 3. 4, 4.3 3.6 2. ul 0.1 £ 0.1 0.1 0.1 0.1 0.1 0.0 0.0.0 0.0 AOrseOcwo. \ �.lD{ PAVFNEN, uG'A yoMWG S eW)�Cw�esuslCE uTUmES uAr parr W�MCH AM NOT RET TR Dacxs 5 1-Dee-OW-SEE AT LEW Ia SAFE PNOR NOIIEIFD AT 5 8 " 41 2 1 STORY CONCRETE BLOCK �pco D 0. 0.2 0.2 0.1 0.1 0.1 0.1 0.0).0 0.6"N"6'. "' 1 O.1 0.3 0.5 0.9 1.8 3.1 ( BUILDING i m \ W A L*MART °„�,•AREA > { AIRS RER AEE. TO TY Daaw AND �.. 1 0.1 0.2 0.4 0 9 1. -�7 3/S\ 3.8 4.2 3.1 2 2 WEAR IT 0. 0.3 0-3 0.2 0.2 0.1 0.1 0.00-0(1(� (�n J 71 OF EM Ads(nAWSHwf aWHx REae Rr WELL EXISTING BUILDING 95,039 S.F. cf) a DEEDS)PLAN BOOI(/PAGE BENCHMARK ` cots aF PnvtuEN, °EO0 s PAIR ,u s PROPOSED WAL-MART 96,444 S.F.(waucac wESTiTNR.E.TRLIEX DGEx AND c.MOEN CENTER RI.TAIL Ll,pGcGy7� r 1 U.1 0.2 0.4 0.6 iNM,��I Ft3,cc o�2.8 3. \0 2.5 1 8 s,wo s.F. F.F.E. - 156.17 O o °�0.6 0.5 0.3 0.2 0.1 0.1 O.W.1 0.0 AedFRR PLAN CONLFE16E;Gil ElANO EAEEWEIIT PLAN fSIlO EEE V.: �% 33"OF STEEL DOOR 6.D'wqE DWDLE DOOR � .i 0.1 0.2 0.3 0.5 0.9 it'2 1. .9 .9 1 6 1. wA,N s S- 11 1I3 1.2 0.7 0.5 0.3 0.2 0.1 Qm.1 0.0 0.0 \ S.OPP�NG E.R7 a.«cE DDa+ p jp `6/ .ONREiE STEP,D a DE s*EEL DOOR .0. 0.1 0,1 �.d� 0.7 0.8/l:b 1.1 r�q 16- 3. 2.7 t.8 1.3 0.7 0.4 0.2 0.1 0.10.1 0.0 0.0 - -�`/ j s. a cDNU+crz v°cwALA PR D �'"°E OA Rr ORNN I w s e\ 2.9 5.4 «�.8 RA�NL6zQN1 E 5.9 5.6 ( GItROEt1 ------ 5. 4. y�, 0 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 .0, 0.1 /0 '63 0.4 0.5 0.6 0.7 1 4. x cWrnErt 4DEwAEN x D PANNING ZONE / Sjpf�v C(�r�yu '6 uy 7 6.7 6.9 5.1 4.3 4.6 4.8 6.3 i PROPOSED F7NID AREA 3.0 3.5 5.1 5.9 6.9 6.0 5.4 ' .0 0.0 0 0.1 BL I3Cl NG .2. 0. 0.�0.6 0.9 1.6 2.$ I 2.1 1.0 0.5 0.3 O.D.1 O.D.O 0.0 ,/ /\ e,,7- _-- ASPHALT CUNG Yre0 0.1 0.1 0.1 0.1 y' 0.2 0.3 0.5 08 1.5 2.7 6.0 7.1 6.2 5.9 5.0 5.2 6.7 7.0 LX-X-X-X-1lr- X X 4.3 3.2 6. 6.9 4.9 3.3 2.1 1.1 0.6 0.3 0.2D.1 0.70.0 0.0 .&. 0.� 0.0 0.1 -Ol 0.1 0.1 0.2 0.2 0.4�,&.kwulYO 2,2 3.3 5.2 \��5'\T$\��4.4 4.5 MA 6.2�6.4 6.7 5.5 4.2 4.0 4.9 6.8 7.1 9.8 4.1 4.0 5.4 6.0 7.0 6.1 5.6 3.1 I 1.1 0.6 0.3 0.0.1 O.m.O 0.0 - PAUL H DAMOUR v 0 LLL NOW a FDaRnEr GERALD E D'AMOUR • a+ JAMES N. BURKE & � 'A � � PANT R 0 0.0'y'O.0/ 0.0 0-1 0-1 0.1 0.1 0.2 &OZANNE)fi D'®b1DUR 1.4 24 2.7 \ 3.5 3.6 F_J[9E E 9D4R 6.3 6.9 7.4 6.4 S-5 4.0 4.Z 5.2 6.�6.7 �� .1 S.8 3.8 4.1 5.8 5.5 5.6 4.0 2-9 pnME0t9. d Offi2KE 0.3 O.B.1 OQ1 no / TRIIGT OFF�`; F P=G LOVE duFCw, ,E6E - OAS ASSESSOR 252a PACE,ex pEF� TRUST � EEEV.i ASSESS0x wN,0.LOT a '-- .0 p.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 USSOIL 1 ,eo,4.aT 1 1.0 �-3 7. 1.9 21 $ 3.9 5.4 6.5 6.9 6.7 4.6 4.2 3.7 4.5 6.0 6.7 5687 4.5 3.4 3.2 3.6 3.9 4.1 4.0 31 2.2 1.51 1.0 0.6 0.3 0.0.1 O.O.t 0.0 -� S ' coycgErEwpLK-- 2,1 4.1 5.7 6.1 5.7 5.0 3.7 3.7 4.0 5.1 5.9 $18 3.7 3.1 2.8 3.0 3,4 3.6 3.6 2. rrn°, I 0.9 0.6 0,3 00.7 00.1 0.0 p 00 0.0 0.0 00 0.0 O1 0.1 0.1 0.2 AI192ORB f3 0.6 �0.7 0.9J 10 X1.2\ ooh Li 0 D.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0?25T06 YZ BRUDS,} 0. /.6 ORDr� 2.4 3.9 4.8 6.0 6. 4.7 3.9 3.2 3.6 3. 4.6 3.a.6 3.3 2.8 3.0 3.1 4.1 4.1 4.1 3.2 Wom 0.9 0.6 0.4 0(Y1 00.1 0.0 CHALLENGER%BUILDING NEUmo A ASPHALT PA NG z 0 o�m \ 3.�4 6 5.0 5. 4.7 4.0 3.4 3.3 3. 4.3 3.St.3 3.1 2.9 °9 4.0 4.2 4.9 4.5 4.1 A -.0 0-0 0.0 QO 0.0 0.0 OO UJ G.i D., Q_. Q.2 0.2 C.. UttiR3lrm��;H�0.6 0? t3 cT�z 1.1 0.7 0.4 0.6.1 0.0.1 0.0 OVERHANG 10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 1\1.9 1 � 4.4 5.0 5 4.6 3.7 3.1 3.6 4. 5.4 4.23.3 3.5 2.8 3.2 4.0 4.8 4 5.1 4.0 1.3 0.8 0.5 0.0.1 O.Q.1 0.1 ,r 4.8 5.1 3.4 3.2 2.9 3.5 5.2 4.95.3 3.8 3.3 3.4 4.1 4 8 5.1 4.6 3.4 Z 0 0 0 0 0 0 0 0 0 00 ' o.o 'O.Q o D 0.0 0.1 0.1 0.1 0.1 0 2 0.2 0.3 o.s 0.8 i.� z.a s�yx 1.7 1.0 o.s o.®.1 o.a.1 D.1 0 0.0 0 0 0.0 0.0 a 0 0.0 0 - '0.0 0.1 0.) 0.1 0.1 0.2 0.2 0.3 0,6 1.1�5 2.3"2.8 3.1 7 2.3 2.7 3.4 4.74,4 4.53.9 3,1 3.2 4.8 5.2 516 4.5 3.7 2.7 2.3 1.3 0.9 0.9.2 O.b 1 0.1 O c / Zatu MON PIPE Fww r my RARE .0 0.0 0.0 0 0 0.0 9'�4pte+E 0.0 0 0 0 --0.dwPER60NE 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.0 \1.2 1.7 2. 4.64.3�HT.T 3.1 0F36�srorp 2 �5.0 4.7 4.7 3.��;d1 2.2 1.1 0.70.2 0.40.1 O.t MAINTAINED FOOTCANDLE VALUES AT GRADE, W -a NINE FENCE "o° / t STORY BRICK q� m W USING A .75 MAINTENANCE FACTOR. ® SANITARY SEWER MANHOLE _ iFlICE T N( BUILDING ON YV4 rn .0 0.0 0.0 0 0 b.0 O.® @TP91 w"ttl 0.0 0.0{y O.OT 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4ETATC0.5 . 0.8 0.9 .9\ �q L5 22 3.0 3.8.9 3. -' 0(81CRE4E1 PAD1.4 �OVEPIfANG 5.8 3 \` 2.7 1.6 0.®.Z 0.4J.1 0.1 LOT SUMMARY 0 � Q ■ CATC1,BASIN p, uTltlx POLE \ NP y O POINTS 370 N roR T E '� 21ki sb 5.2 s.z 5.2 5. 5.z 5.1 4 a a ' VERAGE 4.2 O = 0 0.0 0.0 O.S7 0.0 0.� �.0 0.0 �( �. HE� 0.0 0.0 D.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4, O.5 0 6 0 7\ .9 1.3 G1.6 2. ,5, 3 0 " 1 6 0.9 0�5 0.1 0.1 A PAPo Na mr E NUNBER i g serGP MAXIMUM 7.5 z WATER VALVE ❑ 9 \ ® n� /o lr MINIMUM 1.2 10 0.0 0.0 0.0 0.0 O.A4 '6SOVZ4`EO.o 0.0 0 0. > .2 4.3 .9 5. 5.1 5.1 4.8 5.0 5.0 w 3. Pa' 00 RECTrA 0 0.p 0.0 0.1 0.1 0.1 0.1 0.2 0.2 Q2 U.3 0-4 ,5 6 .8 Cb'� 1. b2 / 1. ®.9 DOM 0.2 o.i AVG/MIN 3.42 8 GAS wElm _ V COylryFp SANITARY"WE \\ yP�� 9.p�j DGE or P..TwENr h�o+`'P MAX/MIN 6.07 -le)DONE HOLE ��ii11 N• \ .0 0.0 0.0 0.0 0.0 00 0.0 0.0 O.U" 0. �.ttA�.Lr'E" °� \ \2.8X3.8 4.8 .5 1F.9 4.7 4. 4.0 .4 2,1 1.3 I1:8 0.3 0.1 0.1 n 0.0 0,0 0.1 0.1 0.1 0.1 0.1 0.1 0,2 0.2 0.2 0.3 0 .6 0. 1.0 \ OIP-f iES�RT -..r.-Caw'.a's LINE \ E �P4'V .° RooF m-PIPE --�:-COWI sraw u.E 5 1 0' Fi\yam A `�'� � � 90 �� LEGEND FOR .0 O.0 0.0 0.0 0.0 0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 o.l 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 3b.5 0. 1. Q, 3.6 4.2 4. t 4. i 2-6 �p 1 1 6 %0.9 0.5 O-Ck2 0.1 0.1 ��,�� �. \ �e �\NET:TGo / PROPOSED IMPROVEMENTS wP 4ETK PIPE uccD 1 ° J .0 0.0 0.0 0.0 0.0 OE,OP LDIEGATEO.gLUL 0-0 0,0 0.0 0.0 0.0 0.0 0.0 f�.0 0.0 O.O 0.0 GA 0.1 0.1 0.1 0.1 or 0.1 0.� 0.2 0.3 0 0. 0.9 1.5 2\ �2 3.2 2' � .D•'`� ,�y1�0.8 0.6 0.4 0.20.1 0.1 0.1 / NETe1Ga `� \_ a roRl■er �� Cj 5 PROPOSED 18w CURB .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 �T.1 .1 1. 1.3 � � 1.5 1��0 -\q 1 0.8 O.7 0.5 0.3 0.2 0.2 0.1 0.1 0.0 D®W*,esq P �. S 5:{/ � PROPOSED LIGHTING ASlESSM Y4P,8 s Q 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0000 0.0 0.1 0.1 0.1\0.1 0.1^ 0.2 0. 0.6° «0, Ob:aO '10.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 r •ps v Mo.4w .0 0.0 0.0 0.0 O.0 0.0 00 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0� 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0. "t;. 0.�\0.2 0.3 0.3_ 6.4 0.5 b.3 5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 \ ;p r'\ 0 25 50 100 200 �oANL Pa,°r oP 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \0 CL 0.0 0.0 0'oLl 0.0 O.0 DO 0.0 0.0 0.0 0.00.0 0,0 0.0 0.0 0.0 0.1 \`�.1 JJ; W 1 �0 0.2`.;P0.2 0.3 .0�3 0.3 0.3 0.3 0.2 0,2 0.2 0.1 0.7 0.1 0.1 0.0 0.0 0.0 0.0 1 i Sods 1'�SO' -.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.�.... 00 ,�0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o O.1 0.7 o l Q,T-- 0.1 0.1 0.2 0.2 0.2 0.1 D.1 0.1 0.1 0.1 O.1 0.0 0.0 0.0 0.0 0.0 OIIAP�C�� Dots 8/48/88 / ucrarcP IN F1'H'T Designed by:DAL 0 00 00 o.0 00 00 00 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.00,0 0.0 0.0 0.0 0.0"aj°e %o.oi o.a o.7 0� 0.1 0.1 0.1 0.1 0.1 0.1 01 0.1 01 0.1 0.1 0 0 0.0 0.0 0.0 0,0 0.0 1 inch =�JO ft. Drag„byt TR «ETS,cO �N��D 14 flan,.001= .a�sr'"s Mwleeed bb"J*i Industries C r�• Booed on the Information proHded, all dimensions and luminolre locations SHE�•1 Mown represent recommended positions. The englneer and/or orchitect must r(NJ)7 b-PD.s■AR aXM-eo M determine appocabglty of the layout to existing or future field conditions. I wINaso•rM Tee7FOR LIGHTING PROPOSAL FOR This lighting pattern rep-ts Numinatbn Id.calculated from l PB aboratory data KV 4 RTO-SITG-39-T90-39RTBC 1 C14V-5-1000-PSMH-CT 3 3240 JOB-NAME (C 6 taken undo contrdNd Gondltlans M aCaada,q with 19uminatlnq EnginMrFg SocNty opprawd methods. Actual IMIN I-mana of any manufacturers mk,abe may wry due to NOTE: ALL 39'POLES TO BE MOUNTED ON CONCRETE PEDESTALS BV 6 RTPBO-SiiG-39-D780-38RTBC 1 CHV-5-1000-PSMM-CT 2 2180 LOCATION wrl"ton h slscbbal waltog%talsanos N lamps•and other works Mid conditions. 3' ABOVE GRADE,FOR A TOTAL MOUNTING HEIGHT OF 42'. TY POLE lQTYl RACKET 10TY! OTHER IOTYI FIXTURE TY wArTS7ASSSE r++L SCALE LO-LO# M ASSEMBLIES EACH CONSISTING OF: 25920 oAm DATE BILL OF MATERIALS TOTAL WATTS In, NAME SHED OFTS ' vro}at tM: OM-115" No. DATE "xa c`°° G N RAL NOT ii y SEE NOTE 7) � 1L TIA4 PLAN coNFDRIIE R11X PROIFDURA 0 54" NGB.9'00.. M38o (SEE INTERPRETED FROMM 260 OM SECTIONS 6.Ct 199.07' NETkTCO Y TIE BURYFY 9i0M!!HEREON IS illE RE O' O 4J0 �p 16] w000ED AREA 163 ID UNKNONN 38 HA TF� O ENE-OgOUND 91RIVEY iEAP01NED BET , 66 62 NOS'16'20°E ACCEPT ET p AND MAY rRVERExa MEIBD AN AS maxN NI MEBCO 65 16< 161 POLE MOUNTED iRAN5F0RMEfls(1) l NET,, I159� 20.0'REAR SETBACK 253.5, N ED cl rr wA)'TR C`T TIE NORTHAMPTON COORDNAIE SYSTEM. 63 MECO ) 1626116 q.,C ETE PAD 5 �EOGE OF MENT 05'BELOW CROUNp N13'S5'pD•E w mss, ODE) r]iGe APE ACCEPT®pY9AACCOROINO TD 8> f B 4'47' "E 3] NORTHAMPTON PUBLIC WORKS DEPARTUM cs s Eo M Ni 1HE LOO118 PARCEL 0.0TAMPTON�YONRgYN NtoltwAr Ttuawa TRASH COMPACTOR 16a'UBLITx AREA FIRE SERWGf ENTRANCE \ 6 « , CONCRETE STEP TO STEEL DOOR ENTRANCE PMC$ERMOE DaTR ` ? L:O.�,,.,,, WAS FOUND TO A DRNN TRUCK LOADING DOCKS ELECTRIC SERVICE ENTRY I ��� Y BOUNDAIRM •00 KIM 15 OVERHANGS DAB SERVCE ENTRY N � f6D D PARCEL. °j TE ❑ T) OUTILRVE WERE DERNED CON DO ¢ WOODED AREA A CONCRETE STEP TO STEEL DOOR ENTRANCE IWAMIS8I71PgQN1 a F9 D EO TqN OF SU®Iip/(;E u / EDGE of P D MENT (n [ �BUTtBSURFACE tiTYJ11E4 WY UDST YRYCIf TRUCK LOADING = W01(w1EO ON iWB PLAN. pp-FIFE MUST v 1 STORY CONCRETE BLOCK DOCKS 1-00 010-SARE AT LEAST TY HOURS PRE CO BUILDING MECO r CONSTRUCTION. ASS AREA 01 -H u (NEAR IT unuir D E) REFEONe ARE TO CRY N MRK ITM Al1E REFEWO+cEO To CITY nENTWatAlsc/7E • EDGE OF PAVEMENT WELL n m " f0) )RFFEIBtQE(NMIPSIWRE mlxfY MAH OF o MARK Ou P71 /P /p ryy� NA CR.. EDGE Or �� U7 M040 LOCHS PANCtL C/8�10 NLRETE UGHT STAND LOCUS ABUTTER R/�B 2TD ELEV.:Tfii.]4' v 3.3'w90E STEEL DOOR EAMM PLAN 615/20 E���ENTRY BUS STAND 8.0'WIDE DOUBLE OOOR� � X60 30 / I SHOPPING DART DOCK SANITARY�� �lN1R R MAIN E RANGE DOCKS \ / C0NORETE STEP TO 4 Y T \ DE STEEL DODR 156. 6�6O CONCRETE SIDEWALK tMDE ON PLATE OR 18 w \ ��s No PARKING ZONE BEGS PL S 0—R DRAIN i f3 S 0.0 H#4 2 CONCRETE SIDEWALK 1 I STO CONCRETE L SIBE � NO PARKING ZONE SETBACK BLOCK ILDING ASPHALT CURBING\ D _ © D ' 0 H SM/1 ❑ ❑I 10.0' a� v a v y y ��'a U D yDE SETBACK NOW OR FORMERLY PAUL H D'AMOUR BENCHMARK' 755 G RA D D'AMO IR TED A ory'H"°i _ ow OR FORMER, &JEANNE E D'AMOUR WESTERLr EDGE v N 1s6 JAM `;N. B RK TRUST OF P& OVE Isa G PAMELLA J BURKE TR T s 4 uCRT STAND g > a s n 52 BOOK PAGE E ,157.67 4 4 4 DEED BOOK 2321,PAGE 131 SSCR MAAP P I BD,LOT 1 D D n 155 ASSESSOR MAP t&LOT S ^� > ° v I 153 CO WALK a v 154 AND CURBI 7 � 132 61A-661 ° m N -- 153 OC1 O 1 STORY BRICK < BUILDING MEC 152 ° t7 04 -o s, ASPHALT PARKING ° z NET&TC° � ZA DRIVE THROUGH Im Gym OVERHANG SMH/3 m fq, 150 ° a, a , ,,5�"� COLER 6 B le ° s2 COLAN TOI NC �°H#2 yIU ENGINEERS AND SCIE EG ue a C' PIPE FOUN NON FOUND BUY AARE B _ / M TREE UNE — PROPERLY UNE sq 99 / i°K a6i_58835�53B0 ® SANITARY SEVER MANHOLE t] WIRE FENCE ECO s SA 44cc ° I STORY BRICK SHEET N >vT> n c 9�T �O Sk ® STORY MANHOLE -UNK FENCE NEE& BUILDING ON MITY {} UG11TP L ,s, s CONCRETE PAD OVERHANG q g3 DRAINAGE STRUCTURE DATA TABLE ® CATCH BASIN cp„T U POE STR. #STR. TYPE DESC, ELEV. PIPE SIZE]TYP FIRE HYDRANT —CHI—OVERHEAD RE C 9SQ a m M910 ��� CBN1 CATCH ea51N M IN R 4 A PARKING TRIPE NUMBERV c Zqy WATER VALVE ❑ ED CBa2 CATCH BASIN T R 1 pd GAS VALVE ® FINE ALA sN11GH /Sp Y < $ ..p51 NE.6 TCo t TIN ia].7 a RC ® ELECTRICAL W h c T rye, ® GAS METER —5—COMPILED SANITARY UNE CBN3 CATCH BASIN 1 V R " 1 1 BN-10 BORE NOTE S EDGE OF PAVEMENT OV pTW G1[ N RT t 1 t R ® COMPILED SANITARY SEVER DLE �Z es[ FBEO 01P-+ LEST PIT —G—COMPILED GAS UNE \ ' �"VF• G� 0 TIT : CBda CATCH BASIN sM 1N ; 1 ROOF DRAIN PIPE --r—COM%tFD STORM UNE G�C cBMS CATCH BASIN ,I IN V R T N A T P RCP REINFORCED CONCRETE TRINE ` �J 0J G\� S2• �6 G� H MBBO DEFINITIVE BOUJ C INV 14.4 MP METAL PIPE MECO I �'�OG'� \O`I' / NEi&TC° D IMIn/1/Tp AERY CBa6 CATCH BASIN U IN R Ta MR CORRELATED METAL ME Oi ^0�" 1 <Y lllrJ/ lCAALLIIIOR(\lEBrUILD1 F IN R E IN T 14 4 NETk1TCo CITY OF NORTHAh CBdT CATCH BASH 1 IN 1 , SANITARY SEWER STRUCTURE DATA TABLE NDw T FORMERLY RoeERr c eAK� w\G HAMPSHIRE COU F.80,1 I l; IN^ \\ 1C COMMONWEALTH OF MAS1 R7 T IN ia4. STR. STR. TYPE DESC. ELEV. PIPE SIZE TYPE m uNK 5 cede CATCH BASIN 1 1 4 1 P # SIZE/TYPE 8001(15BE,PAGE 558 `, P1' ENV T I ]2_MP 1 ASSESSOR MAP 1B.LOT+S O(]�CO` F,S CB#/ PREPARED F O F CBN6 CATCH BASIN Hi T T 14. T T 1 �. 1 INV 14 SMH qt MANHOLE N T .P �5 V DOUCET & ASSOCIAT csalo CATCH BASIN II GP 47 GOTHIC STRI IN VIN, o lS p,N" DMH 1 a < MANHOLE T R 1 �� q NHOLE 1 N 4 [ M sMHaz oLE 1 T N MP P v NORTHAMPTON, MASSA RI iN R I41. R P Mf r N4A 1N ^SHOW GP' OB#8 OB#9 01060 ft 1 6 DMHp2 � ANHGLE 1Ny RT _R ; y � SMH a3 .ANHGLE _i._NV T 4 4.4 v T 1 N MECO DATE: 28 MAY,1999 R i i 14' p R _ 1 P N T 1N• r es COMP./DESIGN: ABK NET&TCo DMHgJ ANHGLE 41N N T 1 SM.HX4 MANHOLE V T MEGA SEE DETAIL A: '� CHECK: RKR 1 FT p B] NET&rco p�NN DRAWN: ABK DMH#2 D DRAINAGE STRUCTURE SCALE: 1"= 40' Ae�S" (NOT TO SCALE) JOB NO.: 63-0041.00 4 DWG NO.: 63004100.DWG SF GRAPHIC SCALE: FE 40 20 0 4 15.0 7.5 0 15.1 ADOT ASPHALT COURSE 03.11E 2'ASPHALT RINGER COURSE (MADOT BINDER COURSE M3.11.03) a 1'ASPHALTIC CONCRETE SUR FACE /�^% 711'//�/„i/�Y//�\��.i% / ,.i✓ CRUSHED STONE FOR c cc c4 COURSE(MADOT TOP COURSE SUBBASE M2.01.7 N M3.11.03 ON 1.5'M3.11.03 DENSE BINDER COURSE GRAVEL BORROW ep GRANULAR SUBBASE TYPE B M1.03.0 ,,! M1.03.0 GRAVEL BORROW TYPE B a 50DO PSI 28-DAY COMPRESSIVE NOTES ° STRENGTH 1 1/2'PORTLAND CEMENT COMPACTED SUBGRADE CONCRETE 7X i 1X AIR ENTRAINED STRIP LOAM AND ORGANICS 1.SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. 2. SEE GRADING, AND EROSION CONTROL PLAN FOR PAVEMENT SLOPE e, DENSE-GRADED CRUSHED AND CROSS-SLOPE. STONE SUBBASE M2.01.7 NOTE: GRAVEL BORROW 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL /�5, r n i BE APPLIED ACCORDING TO REQUIREMENTS SIEVE SIZE % FINER BY WEIGHT AS OUTLINED IN SECTION 3B OF THE b COMPACTED SUBGRADE 1/2' 50- 85 MANUAL ON UNIFORM TRAFFIC CONTROL STRIP LOAM AND ORGANICS #4 40- 75 DEVICES FOR STREETS AND HIGHWAYS #50 8- 28 #200 0- 10 2. THESE WORDS AND ARROWS ARE TO BE NOTES PAINTED REFLECTIVE WHITE. NOTES MAXIMUM SIZE OF STONE IN GRAVEL SHALL BE 2 TO 3 INCHES. THIS GRAVEL BORROW LOOSE LIFTS AND COMPACTED CONCRETE PAVEMENT SHA LL HALL BE PLACED IN 8'ALL HAVE EXPANSION JOINTS AT A SPACING OF 80 TO 120 1.SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. TO 95 PERCENT MODIFIED PROCTOR DENSITY(ASTM D-1557). FEET WITH A JOINT FILLER THICKNESS BASED ON THE THERMAL EXPANSION.ALL EXPANSION JOINTS SHALL BE SEALED WITH AN AASHTO-APPROVED ELASTOMERIC 2.SEE GRADING,AND EROSION CONTROL PLAN FOR PAVEMENT SLOPE JOINT SEALER.SLABS SEPARATED BY AN EXPANSION JOINT SHALL BE TIED TOGETHER AND CROSS-SLOPE. WITH DOWELS THAT ARE 2'-8'LONG AND AT A SPACING OF BETWEEN 18 AND 40 INCHES 2 EITHER OPTION MAY BE USED IN ADDITION TO EXPANSION JOINTS.CONTRACTION, (CRACK(CONTROL)JOINTS .NTS SHALL RIGHT/LEFT TURN ONLY BE CONSTRUCTED AT A SPACING OF APPROXIMATELY 15 FEET. STAMARD DIM ASPHALT HEAVY°vm NOT TO SCALE PAVEMENT MARKINGS CONCRETE PAVEMBfr SECTION I-1 NOT TO SCALE HEAVY DIM ASPHALT N.T.S. NOT TO SCALE THREADED PVC CLEANO1T PU10 '-HEAVY DUTY FAME AND COVER W/LETTERS'C.0.'CAST IN COVER GRADE SURFACE AWAY B•REVEAL FROM CLEAN OUT f N GRASSY AREA 0'N PAVED AREA ADJUSTABLE HEAD 24' 24' 30'30'e VON.2510 PS!CONCRETE COLLAR P.G CEMENT CONCRETE • 1Y 12• NOTE 2) NOTE:SEE APPLICABLE DUAL FOR BACKI AND MOM W ♦� INSTRUCTIONS I I 3 OF FIBER PIPE PER LOCK CODES WAL mtm RT W�ALl w.�e 1 1 I I 4S BEND n Lmwm a W7RM t C+ 4 0°•°/ I' •fo °° CRUSHED siDtE PER LOOK CODES BRy ♦� is �•°•eo'o 8:d° o., RED AND BLACK LEGEND s+BIT. .DM PA&TYPE 1�A �w ob: •o°••eo°: °NE�OH OF R0N ON WHITE BACKGROUND BLApc LEGEND ON BLACK LEGEND ON BLACK LEFD ON NH17E BACKGROUND WHITE BACKGROUND VMITE BAq(GRWND R5- 2 • PRO CO(OLE ABED N PLACE O APPLICABLE ONLY W CURB IS ro BE SET AFTEA BASE GRAVEL wx PLUG WYE O C SERVICE LITERAL ARROW RIGHT ARROW LEFT ARROW UP BROA CDURRS ARE N PLACE OAffA FSE CEMENT SCRIP INK BE ELIMINATED AND AMC GRAVEL DOFS NOT CONTINUE O TROD. EE ST STANDARD OF BASE CNN4E F011 DFSCRMTION,YAlEDK3 AND CONSIRUCTIOL SEE PLAN FOR PIPE SIM TYPE,AND ELEVATION METHOD.SEE STANDARD SPEOF1CAnONi Bey (SEE DIRECTION INDICATED AT SYMBOL) 1 CUT NEAT LINE C FROM CURB LINE AND ROOM Spoil TE BAR AND STONF, REPLACE WN CEMENT CONCRE 2 AMY OE4W;ED OFMDa DDNWETE THAT LS '"AL NE ro_DEPT.UNpER T T N 0 TRUCKS" "W A L-MART TRUCKS" SECTION Y4 a mE SMNDARN CONCRETE IS A NOT ALL HED S A SJ STITB SIGN A T R R O K n ARE WAWPD. NWSTAS CONtl1ETE is NDT ro BE USED A8 A SUBSnNTE. D.PARENT FOR DEMENT ODNdOIE RILL BE INCLUDED N THE PRRX PER SIGN N.T.S. FOOT OF aRBRM SANITARY SEWER N,T.S. CLEAN—OUT N.T.S. STRIPING GTii ALL T T �11 uLJL_ _J���t WMA.OF UWM TRAFFIC SLY OIHE,&DEMOS.Look Coca AND AS SPECPMD. MOUNT SOME TO PORT N ACCORDANCE M11N MANUFACIUMYS III811BwIO1110+14 CBR VALUE FOR SUBGRADE = 9. se II 2' PANN MDIMT I— HERE I IT A C� TOOLS REQUIRED •-B'BOX WRENCH AND/OR SOCKET. B HAMMER J INSTALLATION INSTRUCTIONS: PST 1.Selsct Isvel ors.In partying lot. y, 2.Lay bottom pots,(E)app—15'apart parallel. PED N1p1°O1 O 7 3.Attach side rails(C)to bottom plates(E). A tap - ses N PAY®AR[AS with hammer may be re,Nlred. REVISIONS BY XING >P UR PR 4.Altach stop bar(D)to Inside of raB(C)wIM^-8° SOLLAM)FILLED D blot and loth nut(Fe PANIlD b 5.plttea!gsMer.aidA sllBht(tWbm y be gequlred.edged TRAFFIC YEl{DW A- SLOE TOP E a "PEDESTRIAN CROSSING" mRARD SA FAa MODEL DESCRIPTION DIMENSIONS x' WEIGHT SIGN / 1. 2-RAY.I m V m eo•W.lot.ear m CARTS 1saA KTS PD �{ / �AL wy2'•4' ��'I t.' � E +DeANIA+o Ma lotrY4� r w1RY x'w.lob.ear 10 cM+n ley Y uwowelixo Rix lM ­Y1 1 WAY EMOY sa•w.x lob.eM b CNNS SOLI cARr aronus Wei ee PROwom Sr wAL-NAB*, urcoFRmeuimwwia va NOTE: MOUNT BOTTOM OF SIGN TO eE ASRMBi£p AND IN5LALLED BY THE ATEWOUC MIN. 6'8" ABOVE GRADE `°"'"AD°` NOTES STANDARD SIGN BASE ALL PAVING,AND STORM SEWERS SHALL BE INSTALLED NT's SINGLE ENTRY MASSACHUSETCTS WITH ALL APPLICABLE OF THE CART CORRAL STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES N.T.S PACTED STRAW BALES NTH (FILLET) 2 STAKES PER BALE SLT CATCH BASIN LOAM AREA PAVED AREA O CAUTION TAPE D womom(badm"4 4"COMPACTED SEE PAYMENT K� LOAM&SEED SECTION FAlINC TQF­lN WE FLOW BASE� SEE PAVEMENT COMPACTED SECTION pm�" GENERAL NOTES. a SU �IA FARM ORDINARY BORROW Z iInualm PNICL 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE,POST MUST BE EMBEDDED A olik MINIMUM OF ONE FOOT. SAND BORROW——7 PLAN VIEW 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TYPE B /. CONSTRUCTION SPECIFICATIONS TRENCHER,SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND 3/4'(MIN)SCH. 40 PVC TO.O."ffils mTA PERPENDICULAR TO THE LINE OF FLOW.MERE FENCE CAN NOT BE TREATED IN LA=XLm 1.SALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING AV EN%WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO ELECTRIC CONDUIT LETTER_%O­.s UNDER FENCE. %/ " T OW rwlv�awTmu E WhA FLOW TH ADJACENT SALES. k 2*EACH SALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4', 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW UNDISTURBED SOIL 'upw 3 BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BARS FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH b DRIVEN THROUGH THE BALES,THE FIRST STAKE IN EACH SALE SHALL BE COMPACTED MATERIAL v�­m W- ANGLED TOWARD THE PREVIOUSLY LAID BALE M FORCE SALES TOGETHER. NOTE: SEE SITE LIGHTING PLAN FOR LOCATION CwA'Tv w 4. ALL STRUCTURES SHOULD BE INSPECTED AFTER EVERY RAINSTORM AND 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POSTS OR TO REPAIRS MADE AS NECESSARY. WOVEN WIRE,WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST. w PAroon 5.SEDIMENT SHOULD BE REMOVED FROM THE DEVICES AFTER THE SEDIMENT amml HAS REACHED A MAXIMUM OF ONE-HALF THE DEPTH OF THE TRAP. 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR b 8.HAYBALES SHOULD BE REMOVED AND THE AREA REPAIRED AS SOON AS OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. INSISTS THE CONTRIBUTING DRAINAGE AREA TO THE INLET HAS BEEN COMPLETELY 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS ENCIAXIM CXV01TION STABILIZED. NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. t _wAwvw6m SAM. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER AS uckfnNG CONOCU TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. NOT TO SCALE r'�REMOTE GARDEN CENTER UTILITIES POLLARD DETAIL HAYBALE M.NOT T E O 7 SCALE MT FENCE DETAL NOT TO SCALE NORMAL TRENCH WIDTH NOWNAL DIAM7ER LOAM AREA PAVED AREA 7=w (APNA)Y SLAIMWITS O MROTCEK R IDACCA VATION 1 N LEAVE EXISTING BASE 4"COMPACTED SEE PAVEMENT WARNING TAPE COURSE UNDISTURBED LOAM&SEEDD SECTION BASE SEE PAVEMENT LIMIT OF EXCAVATED SECTION E E=h COMPACTED ORDINARY- i0m,-,�'L'j' ' CUT WITH PAVEMENT SAW SUBGRADE' TRENCH BACKFILL WITH EXCAVATED MATERIAL OR a BORROW PLACED INSTALL FILTER FABRIC iTU 11- SUBSTITUTE BACKFILL AS DIRECTED. a IN 2'LIFTS N. IN e USE HOEPACK OR COMPACTION LIFTS. MI CRUSHED STONE BEDDING SAND BORROW i SIEVE SIZE % FINER BY WEIGHT BASE OeT�S'MIN MUM TYPE 9 1. 100 SHAPE BEDDING COVERI 3/4• 90-100 FOR PIPE&BELL -BANK RUN GRAVEL 10- 50 PLAN FOR 1/4 OLD,ABOVE O.T.TYPE 31ar 0- 20 INVERT OF PIPE #4 0- 5 I'MIN, EXISTING PAVEMENT "M N UNDISTU RON,/, CRUSHED STONE BEDDING AS MATERIAL M FIN[ P_ MA%WTErRIAM82 FOR EARTH EXCAVATION FINISH SUBGRADE SPECIFIED BELOW FOR FULL 12•FOR ROCK EXCAVATION ROSK h�MIT_ WIDTH OF THE TRENCH UP TO (PAY LIMIT FOR ROCK EXCAVATION AND BEDDING) SPRINGLINE OF PIPE AND 12* OR D+2 BELOW PIPE IN ROCK EXCAVATED TRENCH EXISTING BASE COURSE TRENCH SECTION (WHICHEVER IS GREATER) (SEE TRENCH AND _F I (UNDISTURBED) PAYMENT SECTION) -1 FOR STORM SEWER NOTES 1.BACKFILL MATERIAL BELOW PAVED OR CONCRETE AREAS,BEDDING MATERIAL,AND SECTION NOT TO SCALE SAND BLANKET SHALL BE COMPACTED TO NOT LESS THAN 95%OF AASHTO T 99,METHOD NOTES', C,SUITABLE BACKFILL MATERIAL BELOW LOAM AREAS SHALL BE COMPACTED TO NOT 1.ALL aAcwLL TO BE COMPACTED TO 95X MINIMUM LESS THAN BOX OF AASHTO T 99,METHOD C. InED PROCTOR DENSITY. 2.CONSTRUCT SECTION FOR ALL WATERLINES,SANITARY SEWERS&SOLID DRAINAGE PIPES. 2.ALLOBAC 70 BE BACKMADED IF REQUIRED TO KFU REMOVE STONES GREATER THAN 12'IN LEAST SAWARY 8EVMR AND DIMENSION.(SEE SPECFICA71ONS FOR FURTHER DETAIL) S.SEE SEPARATE DETAILS FOR SURFACE TREATMENT. 6� um" ASIP SWlN IN PAWO�A TMENCH PATCH NOT TO SCALE AISLE SIGN NOT TO SCALE 1-8 3/Ir NORMAL RMINED-ORAM 013/16- "r----DA Z—­N. anowlto Ir MIN 4 1111' ADAWINT TO Oft AS INS CUBISM MY K MCREASW TO I AT TIE DffMCTKlN OF THE K 7 Sle A ---- + -- aw= T + _T r REVISIONS A A =ON A-A =ON 2­Iff GO NOTES" 1. OF CATCH BASKS OVER IC DW To BE NCRE-ASED TO 12•MOMM A "M MIDOOMS TO RDIMN'ME A ge. IL CLASS'A'CONCRETE OR PRECAST LIST L-2'- .0�� 9YAWS AND WALL RUJL BE PRECASI,MCK MASS A OMMM OR Cmmy RUME V-11. "Comm MW DWISIONS SHAU.AMMAN THE SMAL MASON Y.wm"""A'AA'""D"ALL 'I'LL BE"'m T uA _QRQSS-7.=N A=&- SEcTION T A ♦ALL RILET AND OUIUET PP0 StAU.SE CUT FUJSH VM INTUDOR OF WALLS. JA , 5. 5.=CORBEL 13 TO BE r. �.j AR MW IIMAU.NOT CONTAM T.ALL MORTAR JOINTS 94AM BE FULL MW OTERM POINTED. ■ VERTICAL SECTION S.lXMRlOft CORSEL"ITS MIT K MDIID* REINFORCED PRECAST CONCRETE UNITS STORM SEWER MANHOLE SANITARY MANHOLE, TYPE "A" DETAIL NOT TO SCALE m TYPE 11 C-L 11 CATCH BASIN NOT TO SC" RESERVED °� NdA PARKING WHEN VAN/ACCESSIBLE SPACE IS THIS SIGN TYPICAL ADJACENT TO BLDG.SIGN TO BE AT ALL ACCESSIBLE ® MOUNTED TO BLDG.FACE PER SAME 6" O D , IF PARKING SPACES DIMENSIONS AS SHOWN AND PER ( FEDERAL CODES (TYPICAL) a �I/11 a a 24"x . VAN ' O J ACCESSIBLE j I m � � S7EELLPOLE Its THIS SIGN TYPICAL MAXIMUM THIS SIGN TO BE USED 1 O SIGN SIGN AT PARKING SPACES BLE s ENALTY WHEN SATE LAW BY 4'TYP 2.5'R SIGN GN .0' O a ri F I'-3 __J L� O -CHANNEL (TYR) 3•�TYp) �< DO WHITE TYPE Is 3-LBS 5.0' ( 6'-4- I T J 4"PIPE BOLLARD PAINTED 6.5 V TRAFFIC YELLOW.FILLED 3.0' "YIELD" PAVEMENT MARKER VAN o W/CONCRETE NOT TO SCALE ACCESSIBLE PARKING SYMBOL SEE DETAIL AND L LOCATE AT EDGE OF PARKING SPACE UNLESS SEE DETAIL FOR SPACING DIMENSIONS AND - ACCOMPANIED BY "VAN" LETTERING I SPACING SIGN NG I 90° VAN ACCESSIBLE SPACES NOT TC.SCALE 90° ACCESSIBLE SPACES NoT To scALE NOT TO SCALE 0. SIDEWALK 3, NO PARKING FIRE LANEr YELLOW Ay nOON, S/B'x 12(MIM G=EC DLD ORWNO ROD D AT NOTE: ACCESSIBLE PARKING SIGN FENpnmAS WG INO ME AT cRO"° PAINT SHALL BE STANDARD TRAFFIC MARKING YELLOW. Luc IN POLE. & VAN ACCESSIBLE PARKING SIGN LETTERS SHALL BE As SHOWN ON SITE INSiALLATON IN CONCRETE 1/2 EWEQUIRESDINTTNUOUS FIRE LANE STRIPING DETAIL VERTICAL 1/2'EXPANGON MGNT MATERIAL NOT TC SCALE eAINSaRauG S°�EALER°PER°SPEOPGAnoiRSNT N0.r T� SCALE SECTION "A-A" P POLE-TO-RA SE uTE �D SHA WAL MART C HV LL COMPLY WI AMS SPECS, AT 2- 2' 2' TOP AND BOTTOM a I P[OJRN:I: BASE J I, B"SCH n0 STEEL PIPE FILL W/CONC F4'DIA.CONCRETE OUNDAnoN PAINT YELLOW Reflector Orientation BASE ear Cows TYPICAL BOLT �'�- UGHT Fl%T1RE ORIENTATION 'NO TRUCKS' 'TRUCK ENTRANCE' 'TRUCK ENTRANCE' I ""L-=L f� �'► (NEE TAINT BUI SIGN SIGN(W/ARROW) SIGN ORIEUTanoN To BNLONC)Type CV,DV, PAVEMENT FV,GV,LV, Type BV,.N OLE BASE PLATE AND BOLT PATTERN PER ° MAIHIFACIURER'N RECOIIMENDATON SECTION B-B" 7 F "� 'ANDHOLE NTH Bun�INC MOUNT F � COVER REMOVED SIGN GROUNDING Wo DELIVERY WERE ESL,..r�1 �LOEDE TO INSIDE AND h IN PLAYED NUT (\�/�.URNGY TRAFFIC Type DD,EV,M �V,A Tpe XV'K / ONLY "� j CHALLENGER GROUNDIERVIT RNDY COPPER 2U !i � ' ` , GRMTUV3t Is 8'V'-OIANNEL POSE TWO PIECE MOUNDING DING L ATTACHED TO BOLT COVER REWIRED \ \� BASE /4 GROUND CABLE ATTACHE° 'DELIVERY TRAFFIC ONLY' eQIY. CATALOG NIIMRER DESCRD"FION TO GROUND ROD \ \ SIGN MgN SIGN IS N NUT CONCRETE\ PAVED AREAS, I R... I VASHER \ USE 4'PIPE BOLLARD FILLED Q CyI•f`J+ SHFR 4 1/4"BOLT w/ LL AND AV CHI-5-1000-MSDRLT4g0.BLK-SC6WMFfP dFM3URPS.SYIArffTRICAL PATTERN 1MV1000AAD WASHER /PRWECnON ✓\X\/ \�\MEN PANTED TRAFFIC YELLOW b CHV-yloOOi.BIR-cf�9oecic-RCS wnAetp aPtx'nnts5,9V!.L�OiTnTCA[.eA�ITenN(MV'10 , IEIE Nc n NON-PA\ED GR LAN IS IN AtEAS, )(V 5 CONCRETE A USE 4'1Y CHANNEL POST S tDe[TIeW-5 PEa (SEE SPECBTCATWNS) wM0 BOLLARD BV 5 CNV-5-1000.PSBLLTJ90.BGK-WILAAff 2FAlVRF5�9YMAbT1UCAI PATTERN(MV'IOOOR'II) Pm N��(OMX NKdFlCAnONS CHI-S100LLN4SLCTJ80.BCK-W2AAfl IFt%TURG SYI.RdE1'61CAL PATTERN(MIIOPoRAD Type AV,KV,BV,CV,A,R CONCRETE) ANCHOR D 1 IFTXTUR$ASVnD.DEm1caLPAGTERN(TMIIOONUTn DETAIL °C'. nv cHV.Fe.loao-Mlmn-craaBeuc-HSS-wn.AntP porzwARn TwROw,W,rsxn=T.D +21/2' BOLLARD/GUARD POST O BOLT dPCLE `-h CHV-FP-1000"'1HAt-CT'd80.BL1C"A55-Wlfwt.D NOT TO SCALE E TO 2PIXTURES.ASYMASTAICAL PATT&lN(MVIOOORRIJ l:l ROTA18 O____ PED pTr CHV-L1000ASSLCT>EILBLK-WII.AAfl IPDCRIRS,TYFE 2 PATTERV-ROADWAY(INVISSo N Asymmet,"-3 EDGE OF STRIPE 2' {{{VARIES..�..��, TYPICAL ANCHOR BOLT SPACING (Tw) OR FACE of CURB XING - CH V.3-1000.MHRLTJ80-BI%-W/LAidP 2 FIX'NRE,_"PA�TBPN-ROADWAYWHAGI Ty�'rv'� STANDARD PEDESTRIAN CROSSING' EV ROTATE Cs— I �90'SPACES SEE SITE PLAN FPI SIGN 'SIGN BASE' 2FDLTURES,ASYAAIHSRICALPAT[B UMX1OWRAO ® PLAN FOR CURBING OR STRIPING SEE SI E 3V CHV-3-Iao0-t@RaLT�BaBLR-w/LlldP SIZE) GV CNV-3-1006MOSRSTdg0.BlAC-WMhff 1FTRTURS,ASYAASETAICAL PATTERN DAVI000RA0 ]g'STEEL TMEgED POLE CONNECT ALL EQUIPMENT GROUND TYPICAL SIGNS AND BASE DETAIL PER SPEC ICPIERED POE B B CONDUCTORS ro GOUNONG LUG LV CHV-FP-IWODBIX-CI'd80.HI,IL-WILADff IFIXTURB.ASYNAIBTRICAL PATIPRN(MV1000WLT) IN POLE NOT TO SCALE PORWARO THROW Ferwa[d Throw MSS ShNM SHALL BE MADE PWMBµT1 TEMPORARY CAP _ _ LEVELING NUTN. CHV-FP-1000.MHRLT4W1-elK-W/LAMP 2FTKNREASYMI.tETTUCAL PATTERN(INVIOOOPAD Type DV,DD HAND HOLE NTH COVER (TEMPORARY ALL CONDUIT) M ROTATE OPI'IC&'TO ACHIEVE FORWARD THROW V-B'FROM BASE OF PaE. 4'x S'MIN.4FDCNRSS,SYAUtETRICAL PATIERN(M40tI (((� b DETAIL'C' 5/8'x 12'COPPERNELD .NO ROD K CfBT-SJ00.FAIGT<90.BLK-EC6 W/LAt,@ 3PD['fURE5,9YAARlRICAL PATIHRN(MiON[n CONNECTED TO EQUIPMENT RROUND 390.0UND TAP0lED 9TP,8L POLE 1NRE AT GROUND LUG IN POLE 10 RTPBO-39-DM-BLK4tTBC (4)ANCHOR BOLTS _ WHITE DIRBT O.ocnnoN RRQV) TYPE— Type LV',M 2 NUTS.2 FLAT wACNFRS REFLECTIVE B'-5' Forward Th,M F.I.FIN GRADE N A A A TH L1 LOCK WASHER EACH. / TRAFFIC PANT 'MUCH UP PASR-BLACK TOUCNIR PAII.T BLACK 2 LOADING TO DETAIL 5 ; CNH-FT-ITS-MFG-F-MT-PCP-QUIP BUSDLNG MOUM L1JTOFP-WMORAY 1 I �\, �� HSS TTPE PffLD D1NTAll$D HOU90 SLUE S}}Q!I,D 25 LAtff- POUF IAAfl'(RBOUCRD JACKET-IOOOWATTMH) CONDUIT AS 6-AA2(MIN.)LONG BARS 4"TRAFFIC YELLOW EQUALLY 51'ACEO STRIPING Y-0'O.C. STOP BAR ATy"FV,EV (3/e J INDICATED ON SITE I.AOfl N[IIVERSAI.400WATL TAD Type FV.E 6-p3+0 B'DIA. xRTH PLAN VoM:All firtw DebMm ROOwah AND 1000 watt Plmev wmlH. VERTCAL AND HORIZONTAL w ---{ "-B'LAP(T?.)O 1g-D.C. BARN SHALL BE FIELD TIED. I O 10000 Alh—Road MELDING NOT PERMITTED. 3•(ny) b All camlo—betsaI are4R0-It.Otha vol Ieble,plesI P.O.DOx42t28 SUPPORT REINPORCENENT IN 8 voltages ae avei 3 PROPER LOCATCN FROM epxify(120,240,208,2TT).Lamps B¢luded with CuhOes. CivSiomH,Ohio 45242 THE FORMWORK DUPING (800)436-'1800 Fu(5t3)984-1335 CONCRETE—ATOM. EXRweie,3042-Spm9a 8eROMtw � ) REVISIONS BY y &�_I:a�Para,bav4sbnQla�in4lu+ria.com 2'BELOW FROST LINE M,I_earw .Isi-indMOies.com O AM E I -8° •-B" •-B° •-B' NOTES: 1. 3500 PSI MIN.28 DAY COMPRESSIVE STRENGTH CGNMETE WITH GRADE SO RDNFORCING NTEEL 2 IF WATER IS PRESENT IN HOE,REMOVE BEFORE POURING CONCRETE. 5 1/2' 1O• 3. FlOL NFATONEX AVATON.SHALL BE BY 24'AUGER IN UNDISTURBED OR PROPERLY COMPACTED 5 I/y' 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. ass 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESVE VALVE OF 1000 PSF. NOTE:ALL TRAFFIC MARKINGS TO BE SOLID 8. FOUNDATON HAS BEEN DESIGNED FOR A GRANULAR SO.BASED ON A MINIMUM LATERAL SOIL WHITE REFLECTIVE TRAFFIC PANT AS PRESSURE OF 1000 PSF,UTILIZING AASHM FIGURE 1.8.2C(4)OF-EMBEDMENT OF POSTS PER DIMENSIONS ABOVE VATH NING LOA S' J. EXPOSED CONCRETE SHALL BE PANTS°TRAFFIC YELLOW. VARIES,SEE SITE PLAN 8. DETAIL FOR 38'POLE WITH MAX.FIXTURE EPA 4.6 SRFT. 'STOP' PAVEMENT MARKING TYPICAL LIGHTING POLE BASE DETAIL WAL-MART STORE�J " NOT TO SCALE ORANN BT: CEI ENGINEERING ASNOaATES,INC. GATE 0)-26-gg OWRNAME OnJGN1BN ! ' 0 25 50 100 200 GRAPHIC SCALE n v ( IN FEET ) j �\O�l 1 inch =50 Pt. GENERAL NOTES: �Q \V� 1)THIS PUN CONFORMS WIM PROCEDURAL AND TECHNICAL ST 'FROM TIE PRACTCE OF LAND SURVEYING AS (SEE NOTE 3) INTERPRETS FROLI T50 CMR SECTIONS 6.01 AND 6.02.ESULT OF AN HON-ME GROU D SURVEYS PERFORMED EBETWEEN MAY 4th O N d' 0���'�` --- AC ' /(-/E� AND MAY 7th,1998. V 0 ��G _ -- — CEP}_Cp CITY S Tj� 3) HE REFERENCE NERID AN AS SHOWN HEREON IS BASE ON y TIE NORTHAMPTON COORDINATE SYSTEM. V S% Q� �° -- -_�--SAY �T GGF gg \ \ 4) KING STREET.HATFIELD STREET,AND COOKS AVENUE ARE ACCEPTED CTY WAYS NORTHAMPTON PUBLIC WORKS DFPDMIMEN TIE CITY OF �` 5)THE CITY OF NORTHAMPTON ZONING MAP INDICATES THAT THE LOCUS PARCEL(LOT 19-13)IS ZONES AS He \�� G I HIGHWAY FERINEE NO/ \ 1442'5.. 5 LOCATED ALONG THE SOUTHE LYT BOUNDARY4OF MEEILOCUS WAs FOUND y SUBSTNNING THE—ANCE OF A DAINAGE SYSTEM L\Ll PARCEL. 7)ENTITLED'FACE UTILmES WERE DERIVE FROM SUPERMARKET,PLW DRE ARE'WALDBAUM/F000 MASSO TES.DTED 1 �nCRFT D I - PREPARE'BY RAL ON OF SUBSURFACE DATE S WAS O \ \\e I THE PHYSICAL LOCATON OF SUBBURFM.E UTILITIES WAS NOT FIELD VERIflED 9)SUBSURFACE UDUTES MAY WHICH ARE NOT LAN. INDICATED ON THIS P -54FE MUST BE.-FED AT / WALL I-999-DIG-SANE AT LEAST 72 HOURS PRIOR TO ANY RETAINING 1 S ., CR" CCNRET- B'_OC,C conslRUCnoN. 13 DIP: 9)ELEVATIONS ME TO CITY OF NORTHAMPTON DATUM MO / / \ W A L*MART I ' ME REFERENCE TO CITY HAMPSHIRE #)e T 10)PLAN REFERENCES(HAMPSHIRE COUNTY REGISTRY LL EXISTING BUILDING 95,039 S.F. p, of DEEDS)PLAN BOOK/PAGE PROPOSED WAL-MART 95,444 S.F.(INCLUDING VESTIBULE.TRUCK DOCK AND GARDEN CENTER) RETAI_ LOCUS PARCEL 145/15 ABUTTER t1/3B F.F.E. = 158.17 � EASEMENT PLAN 65/20 \1 I i/ I PROPOSED —I - I ON �ENt �I x PROPOSED,FENCED AREA x 28 JCOG ---�, ' ELOC DdHG d - 34 JHP 2 PCB —� ____ _ 2 P -�' slD�ts:rOFGK Ix Lx—x_x_x—x—x—x x J „ I FPM 4 __ JHP _ _ 2 P —� i P C 9' F C g 1.CALL D16-SAFE (1 688-344-72EE)PRIOR TO BEGINNING WORN. THE 7 LANDSCAPE UPUTIEESS AND SHALL VERIFYETHE PR EXISTENCE AND N L LOCATION OF SAME BEFORE COMMENCING ANY DIGGING O 'L OPERATIONS THE LANDSCAPE CONTRACTOR SHALL REPLACE OR O EAQ REPAIR UTILISES PANNG. B AT CURBING,EEC. DATO O E W Top of RaoTlsAU To e[ II I(� PERFORMANCE OF THIS JOB AT NO ADDITIONAL COST i0 OWNER. � a wel wnN rr4am aRAx nLL erD w�reN oEFn 2. DO NOT SCALE FROM IMMEDIATELY ANY OMISSIONS R.DIMENSIONING SHALL BE REPORTED EN DRAWINGS,, THE ENGINEER, ANY W V SHALL BE IMMEDIATELY BETWEEN DRAWINGS,DLl'EE NOTES AND SPECS \\ N P DIRECTION AND DRESOLUTIONBEFORE ANY ADDITIONAL DDI IOE�FOR R o• s° PROCEEDS. O ePEaM1ED PfAH MIX. \ _ - - \ \ / _ _ 3.CONTRACTOR SHAll FURNISH AND PLACE 12'OF LOAM IN ALL SHRUB N ur TWT AT EUNK�w.los \ _ _ - 1 BEDS, 30'IN ALL TREE PITS,AND 4'UNDER ALL TURF AREAS. THE O uw� LANDSCAPE CONTRACTOR ENALL COORDINATE SUBGRAR Z << V PREPARATION CONTRACTOR THE GENERAL CONTRACTOR PRIOR TO PLACING sueonAnc \ F 0' \ LOAM. / \ HP STOR 3P_. 4.ALL PLANT MATERIAL INSTALLED SHALL MEET THE SPECIFICATIONS SHRUB AND GROUND COVER PLANTING/ Teal sG salts \ pu D nl ONs ` OF'AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN 9 CON C4_T_ r AD ASSOCIATION OF NUFdEPYNEN' 5.All PLANT MATERIAL SHALL BE FREE FROM INSECTS AND DISEASE. 6.ALL PIANTINO SHALL BE DONE IN ACCORDANCE WITH ACCEPTABLE HORTICULTURAL AND TREE THIS IS TO INCLUDE PROPER AWNING AND MIX PLANT BED TREE E PIT PREPARATION. PRUNING,STARING OR GUYING,WRAPPING,SPRAYING,FERTILIZATION, PLANTING AND I� ADEQUATE MAINTENANCE. q 7.ALL GRASS,OTHER VEGETATION AND DEBRIS SHALL BE REMOVED \ •\ / / T \ / FROM ALL PWIRNG AREAS PRIOR TO PIAMING. Ton of IIOaiBw.L TO K - !ycK MIME1t wet.MIN. �/ rLaeN rlml IvRIED eN➢E awe \ FF� H 8.EXISTING TREES TO BE PRESERVED SHAH BE PROTECTED DURING pelt rNAef PoeleVl aN COM- +9 �, p�,v,Tm anecrlm nuMmw 4A110E wFe.OrW. `' ��. �C \ \ sE\T CONSTRUCTION AD SHALL BE THE RESPoN516ILfIY OF THE GENERA r-0'Lpo,Ic9L'IEfi \ 0J\� /\/`\ CONTRACTOR. 9.MY DEVIATION FROM THE LANDSCAPE PLAN.INCLUDING PLANT wTML�'TWINE wUmv lAr TRUNK Apo so�ONOr uilula V 9�. r A �y .( �p V„Q j RENEWED AND LLAPPROVEDI BY QUANTITY,OWNER0 AND NENGIDNER IF BE 4 APPLICABLE PRIOR TO INSTALLATION ON SFE neL Tw[q T1MI1 Y To �a NS, In AT KEY CITY LATIN "z COMMON SIZE �� 4 / ���� HosE Aw wPC AT Law6* 0.WNERE INDICATED ON PLAN PLOD SOIL MII(IURE FOR GROUND ru or a•a� ewTCx a uTxrn eaNal. AR 5 Acer rubrum Red Maple 3.5"C.I.cal COVER AND PARTS BED AREAS SHALL CONSIST OF FOUR PARTS urm a o[cnm MISCN. ream o4WF. BTA 45 Berbers thunber afro ur urea Japanese Barber 18-24" � �j TOPSOIL TWO PARTS SPHAGNUM PEAT MOSS,AND ONE PART I; Scale:T'-SO' 91 P P Pon a J'(� HORTICULTURAL PER EL BY VOLUME PEAT MOBS MAY BE vEClnm pwmNS InL LAC 68 Euonymus alatus compacts Dwarf Burning Bush 24-36" \ e� \\\�' j/ w\Q 1�� COMPOST. WITH DI WELL ROBED D THHOF I IN MAN OR Date:8/24/99 uNIXenAI�ale9TaE FPMS 7 Frasinus ns Ivonica'Mar cll's' Seedless Green Ash 3.5"cal. \" "(P. COMPOST. ROTOTILL BED$TO A DEPTH OF 8 INCHES. Pen Y / I P Deelgned by.D*A J C 56 Juniperus chlnensis'Gold,C'oast' Cold Coast Juniper 75-18" s i �c\ \S 11.WEED MAT SHAH RF PACT)UNDER BARK MULCH AREAS. TPrr eMee> JCOG 212 Juniperus chlnensis'Old;Gold' Old Gold Jumper 15-18" °°<a° Drown by. TR 72.CONTRACTOR SHALL WMRANT ALL FUMING MATERW.S. \ � / .I t�Iraars9AA �) JCPC Juniperus chlnensis'P tzeriana Compacts' Compoet Pfitzer Juniper 15-TS" \P 'MAN / TRANSPLANTED OR OTHERWISE,70 BE REAL ACCEPTANCE FREE OF DISEASE file Name:00,-TS; •1 FaoT wam TrLe1 t�olrAmER / AND HEALTHY FOR TWO YEARS PETER FR1AL.ACCEPTANCE OF LANDSCAPING TIE eTO1euL JHP 298 nlperus horizontalis'P,nce of Wales Prince of Wales Juniper 1 B-24" `p.�tir j BY WS DEVELOPMENT. ReWewed by. TREE STAKING DETAIL PCB 16 P ru c Ile 'Brad d' Bradford Calle Pear 3"cal. ./ OP ,7 Ouerc o �otos j{dr ry \ / 13.CONTRACTOR SHALL LEAVE GRADE BEHIND CURB IN ALL PUNIER Pin Oak 3.5" cal. �,m seAU B�pa us ri / j AREAS A MINIMUM OF 4'LOW FOR THE PLACEMENT OF SUITABLE .� TOPSOIL AND PLANTING MIX. 14.GENERA CONTRACTOR TO SPREAD ON-SITE STOCKPILE TOPSOIL TO A 4' SHEET / DEPTH ON ALL AREAS TO BE HYDROMULCHED AS SHOWN ON LANDSCAPE DRAWINGS.FINE GRAOING OF INSTALLED TOPSOIL PRIOR TO HYDROMULGHING BY LANDSCAPE SUB-CONTRACTOR. C/ Proleat No.: Revlsons Rev Date By c '.7 2,5 2.7 2.4 �.7 5 2.6 3.6 3 4 3.5 .9 4.2 4.3 4.3 4.5 8 4.5 A 2. 3.8 4.2 3. 2 1.4 I 9' 3.0 2- 1.8 118 1.5 1.9 1.6 1.8 2.0 2.6 .2 16 2.8 3.6 2.9 5.4 5.8 6.7 5.9 5,6 x 6.0 5.4 CHALLENGER 4.7 6.7 6. 1 4.3 4.6 4.8 6.3 - P d 6.0 7.1 .p .9 6.7 7.0 L _ _ _ _ - _ --1 4.3 3.2 6- 6.9 4.9 11 5.2 ? 4,5 4.9 6.2 6.4 6.7 5.5 4.2 4.0 4.9 6.8 71 3.8 4.1 6.0 6.1 5.6 3.5 3.6 6.3 7.4 d C =5.2 3.8 5.8 5 S 5.6 40 2. 2.1 �.8 0 5-4 6.9 4. 4.5 565 3.4 3.9 4.0 3.1 2 2 .5 2.1 4.1 7 6.'. 5.7 5.0 3J .7 4.0 5.1 5-9 578 3. 3.1 2.8 3.0 3.4 3. 3.6 2.6 2.1 9' 2.4 3 6-0 .7 3. 3.6 3-4,5 5 5 2.8`° 4.1 4 3.2 2.3 1 4 36 4. 5.0 7 4 3.3 3 3.Y 29 42 4.5 4.1 2.3 1 6 4.4 5-0 .1 -6 3-7- 4 4,25 2.8 4.8 5.1 4.0 3.0 1 9 4.8 5.? 4 3. ".2 4.9 3.3 4.8 51 4.6 3.4 N I 7 O 3.1 7 .3 2.7 3.4 4.74.4 453 9 3.1 4.8 5.2 5.6 5 3.7 2.7 Z 5 1.5 2.7 4.64,3 3.1 3.9 4.2 44 5.0 7 MAINTAINED FOOTCANDLE VALUES AT GRADE, LLj USING A .75 MAINTENANCE FACTOR. GC I. .2 3.0 3.8.9 3. 4 .7 3.9 4.1 4.4 5.2 .3 45 Summary O # POINTS 370 2.5 2_ 5.2 5 2 5. 2 5.1 a .9 a AVERAGE 4.2 MAXIMUM 7.5 MINIMUM 1.2 3.2 4.9 5. 5.1 5.1 4.8 3.8 AVG/MIN 3.42 MAX/MIN 6.07 M R 3.8 4.5 4. 7 4. 4. 4.0 4.4 S \\\\\\ 3.6 4, 41 4.0 \\\\\ \\\ 3.2 3 .2 2.5 1.9 1.8 �t ic \\ D a �\ tb Seolr.t' Date: 8/ Deelgned Drawn b; File No Reviewed Industries SF WN rush 10.PA OX 49ID Ogtlt au oAa (sia)T 32oo•FAx(ars)WKll3A s Based on the Information provided, all dimensions and luminaire locations LIGHTING PROPOSAL FOR shown represent recommended positions. The engineer and/or architect must determine applicability of the layout to existing or future field conditions. PS KV 4 RTPBO-S11G-39-T90-39RTBC CHV-5-1000- MH-CT 3 P3240 JOB_NAME t This lighting pattern represents Illumination levels calculated from laboratory data NOTE: ALL 39'POLES TO BE MOUNTED ON CONCRETE PEDESTALS �.� BV 6 RTPBO-S11G-39-D180-39RTBC 1 CHV-5-1000-PSMH-CT 2 2160 LOCATION takes under controlled conditions In accordance with Illuminoting Engineering Society 3' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT OF 42'. TY BRACKET TY OTHER TY FIXTURE TY wAT1s/ASSEMBLY- SCALE LO-LO approved methods. Actual performance of any manufacturers luminaire may vary due to TYPE TY POLE CI variation in electrical voltage,tolerance in lamps,and other variable field conditions. ASSEMBL ASSEMBLIES EACH CONSISTING OF: 25920 ogre DATE ' Protect I I cu CCT CVL r1CTC JL 0 25 50 100 200 GRAPHIC SCALE ( IN FEET ) GENERAL NOTES: I inch =50 ft. 1)THIS PLAN CONFORMS WITH PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING AS (SEE NOTE 3) INTERPRETED FROM 250 CMR SECTIONS 6.01 AND 6.02. 2)THE SURVEY SHOWN HEREON IS THE RESULT OF AN HA TF 19g U.� � ON-THE-CRWND SURVEY PERFORMED BETWEEN MAY 4N v 54.�a (ACCEp /ELD Ty- C'7` AND MAY 7th,1988. N05'16.20"E �[F T �..+TREE 3)THE REFERENCE MERIDIAN AS SHOWN HEREON IS BASED ON Al 25 �... a+w Y K'AY E T ECD THE NDRnuMPTON c00flDINAre SYSTEM VIECG / G C �---- _.. _8 C.7 'R _ 66 � \ a NORTH KING STREET,HATFIELD STREET,AND COOKE AVENUE ` /le J N o CE N13'S Gux_ WD &'Co ARE ACCEPTED PUBLIC WAYS ACCORDING TO THE CITY O' hET7'co r_ __ 1¢j�O E_ - 5)THE I TON PUBLIC WWIXS DEPARTMENT 'GTE PAD CE OF ktS"EN_NT n AA C , c-r 7 5)THE CITY OF EL(LOT ZONING MAP INDICATES THAT Y ` o\D E"_f ----�/ THE LOCUS PARCEL(LOT 19-1])IS ZONED AS HB \ LICK, \ T. \ i.L.r AREA — FEE SERU„E E RA— `�� HIGHWAY REFERENCE 86. / \ Rn '\ \o �I 6)ST REFERENCE WAS FOUND TO A NADESE EASEMENT \\ K R s �.DR- �y, /. I'162 5• CO R EE.ODOR E"�2n�.cE _ �C- I£ SARCEL.LNG THE IXISTANCE OF A DAINAOE SYSTEM E TRY \ i i �I LOCATED ALONG THE SOUTHERLY BOUNDARY OF THE LOCUS \yr L E PARCEL. yV 0.,� OS 5 SER TR >V� II ])SUBSURFACE UTILITIES WERE DERIVED FROM A PLAN SE2l'C rP"�_ -�/�, p0 h� CC tE P.'' /, \ I I ENTITLED�YALDBAUM/F000 MARTS ASSOCIATES.DAAKET', ,\V cOEGRET_5_ 0 s'EEL DOGR a RA\.,E mo THE BY RA.L DESIGN ASSOIXATES,OATEO 11-24-81. THE PHYSICAL LOCATION OF SUBSURFACE UTILITIES WAS NOT I > FIELD VERIFIED. i o Ocrcs O III £ INDICATED SUBSURFACE UTILITIES MAY EXIST WHICH ARE NOT 01�PAVEMEGT I 1-EIR D10-SAiE9AT LEAST DIG-WE 72 HOURS PRIOR BE NOTIFIED OGLED AT RETAINING 1 S-ORY CCNCRE BLOC,( CONSTRUCTION By(wMj ALL BJ,I 0�..0 voco 'I��'R / W A L*MART �. aR=n 9)ELE FER N9 ARE TO Litt OF NORTHAMPTON DATUM AND D ;� ARE REFERENCED TO Cltt BENCHMARK(IJB. JrL 4R I'r IO)PLAN REFERENCES CES(HAMPSHIRE COUNTY REGISTRY EXISTING BUILDING 95,039 S.F. -T=, 2 ` ��. OF DEEDS)PLAN BOOK/PAGE D RK° PROPOSED WAL MART 96,444 S F (INCLUDING VESTIBULE,TRUCK DOCK AND GARDEN CENTER RETA'_ II UEa° U PARCEL 7/3 145/18 ERI DGE O 5 IO F.F.E. _ 158.17 c EASEMENT PLAN 85/20 S Ev EB.Ia� AND }} G 5Er DOOR- n L0 _,.,,- ­El 17RIt_LOIK SMEAR SE ICE DOCRSE OGKT ESE G II So STEEL DOOR ms's, �� GNC s- - PR P ED ' ,,, ., as TE 6` 6- P R O,E.R Or DRAN -IS e W v w ��° \ "D A K"D_D 6 s GbrS�I �wt LEGEND FOR E / KV(IOM) �NGR E 6 ' .RK E m PROPOSED IMPROVEMENTS x PROPOSED A s% _To, Cv'cRErEsa�R R`"-� -�— PROPOSED BUILDING \ S.F. 9.178 v � � ,G= SIDE_��A,"AS .ALT GAR NG \.\ -x J x-x-x-x-Xr- x PROPOSED 18" CURB KV(WAY) ERLY s \ I PROPOSED LIGHTING NOW OR PAUL H O'AMOUR Q MA KV(rnq A I S N FORMERLY BU RK � � � JAMES N BL'RKE & / \ GERALD E D AMO R \ EDGED" i} „ �',�, FAMELLA J. BURKE �� &&JFANNE E D AMOUR IF // / \ TRtIC7FF� OF P&C LOVE / '7D �-TTI DEED ROOK 2623.PACE 162 E V 6 B rte_ i I n ASSESSOR MAP 18,lOT B I TRJ$T ❑ 0 BOO(1]22 PAGE 52 SANITARY SEWER/ SCHEDULE ORMPP,eD LDTI STRUCTURE STRUCTURE INVERT, INVERT PIPE LENGTH PIPE PERCENT C^ NUMBER TYPE RIM ELEV. IN/ W T `FEET) SIZE/TYPE SLOPE `v �z 1 MANHOLE 157.7 9.1 149.0 O ORy 9RIcy o 49.1 Z - - - / - - - - / UI'_U�NG / �\ \ LY .4LT a o 1-2 - - / - - 229' 6'PVC 0.6771 / Z x A v, �� BV(�) z CV 2 MANHOLE 156.1/ 151.2 151.1 - - 'G T;�;R JGH-' �6'c c STN'.#3 2_3 _ _ - _ 60' 8'PVG 0.677E KHAN„ \ �\ lI 3 MANHOLE 7.5 151.7 151.6 -/ / \ O �� ���� W ��� v �' w l!'J s._ o is.�wars �SDp LEG 0 IRON PIPE FOUND CUr YARE \ O 1 v, 9s.0 3 OF B 5 ON / M TREE LNE WIREPEENCE NE ECG FY4 S �.Y_PR Q ® SANITARY SEWER MANHOLE —o— N-LINK FENCE D / \ J, B IL INCA G 1f4 to ® STORM MANHOLE LIGHT P q e OOIUCRE F rAD �CVERra,„NG �` / ® CATCH BASH Cry UTILITY PIGLET UTILITYLEGEND / FIRE HYDRANT -OHW-O ERHEAO Y RE \ ' / V / IIET.- / rN 1] PARKING/STRIPE NUMBER ]` o/\ \ D4 WATER VALVE Ev(IOM) �T� / ® FIRE Au svnrcH O REMOVE EXISTING LIGHT POLES AND FIXTURES(TYP.) CAS VALVE C n •k \ E \ FPE'50 5 \ O ® ELECTRICAL OU (NIA) ` C' �W C' CONTRACTOR TO INSTALL ® GAS METER —9—COMPILED SANITARY R LINE \ 5 �F- w"// ©REMOTE GARDEN CENTER UTILITIES BH-10 BORE HOLE ✓ \\\(_\ 0 \ \ COMPILED SANITARY SEVER M OLE W11M BOLLARDS SEE DETAIL SHEETS ® 07-1 LEST PIT -„—COMPILED GAS LINE I V OC tti I ROOF DRAIN PIPE �—COMPILED STORM LINE \ '\ J� O�`J\ �S\ zE�A RCP REINFORCED CONCRETE PIPE ff\\ - J /� y��\ O /T • G MP METAL PIPE \ ^�6jJ / I /9 GNP GORREGATED METAL PIPE \ \ \`'JO I v V N OKI a+FGRMIRLr / 0 RI SAPIIT/R wER STF_Cn.'aE -AlL A / uNDATIoN INS \ DEED BOON 1566, , g5 STR k IS 2 YP 'D S E FIPE 'JE./T�'EI AsscssoR MAP te. Dr 5 D u" R CRT ❑6 0 ,P / \ /\ \\\ V `��j S�MH� Q REVISIONS BY Datr. 6, \ R o rR ra mIV4 � e �veE .D �' Deeignat P CRO Drawn b \ File Nan 5n nq3 �_G a- ReNewa 1:FT 61 RIM R __ c StR L S .`aY YE•.P / �F°c ' Project 0 25 50 100 200 C v d At GRAPB1C SCALE C I. IN FEET ) \ 1 inch =GO ft. GENERAL NOTES: V 1)THIS PLAN CONFORMS THE PR WITH PROCEDURAL AND TECHNICAL a fig• — ,/_V ��\ --_ �11 STANDARDS Fqt THE PRACTICE OF LAND SURVEYING AS(SEE N INTERPRETED FROM 250 CMR SECli0N5 8.01 AND 8.02. y ti y08 —�- 2)THE SURVEY SHOWN HEREON IS THE RESULT OF AN C �35054'N� 6 ��5900"E _ ON-THE-GRWND SURVEY PERFORMED BETWEEN MAY All 254.-94 i&5.G7� --______._, Ac ATF�E AND MAY 7N.1999. O� / /-mac �'� NC$'162^"E OEP7Ep LD S�— �- 3)THE REFERENCE MERIDIAN AS SHOWN HEREON 16 BASED ON THE NORTHAMPTON COORDINATE SYSTEM. R' E carft 953 5, c�rr wAY !A���" �_,�" .RO\P-?E FOUVC 66' K1 ��- 4)NORTH KING STREET,HATFIELD STREET.AND 1.1 AVENUE o._eE-OV,GPOUlNi 3'S5' ,Y'DE� ARE ACCEPtEO qTY WAYS ACCORDING TO THE CITY OF r4j'�D„E 65\ NORTHAMPTON PUBLIC WORKS DEPARTMENT. N' 5)THE CITY OF NORTHAMPTON ZONING MAP INDICATES THAT PAD IS9- < ^I i- _' THE LOCUS PARCEL(LOT 19-13)IS ZONED AS HE ON'CRETE L C E(RF'CF hGJ(fNi HIGHWAY BUSINESS. \\' r�/✓ \ 62 6)NO REFERENCE WAS FOUND TO A D-MAGE EASEMENT —� �{^_ \`RAG!,COU�ACTOR �rL Y AREA \ G SUBSTNNING THE EXISTANCE OF A MIRAGE SYSTEM ��m 156 I REMOVE EXISTING LOCATED ALONG THE SOU[HOiLY BOUNDARY OF THE LOCUS 5!\` PARCEL v� r pl s ��v ..<'6TOWKDRNN AND S m /\ \ 60 7)SUBSURFACE UTILITIES WERE DERNED FROM A PLAN 3 ISa.W of BASIN PREPARE•WALDBAUM/FOOD MARTS SUPERMARKET', 154.12 / �s PREPARED BY RAL DESIGN ASSOCIATES,DATED 11-24-9I. NCRE'tE 5 3'•E�DOOR N'RAG_ m THE PHYSICAL LOCATION OF SUBSURFACE UTILITIES WAS NOT s- FIELD VERIFlED a SILT FENCE AND HAYBALES 154.12 c9 , pF-L D II Q£ j \ DG4C��g4�5N� II-i4, 9)SUBSURFACE UTILITIES MAY EXIST WHICH ARE NOT I TRUC\ OnU rvc• _ INOCATED ON THM PLAN DIG-SAFE MUST BE NOTIFIED AT ��ETAINING 5 1 S ORY C--)N RE BLOCK✓! DOCKS AR a� 1CO9�aCTO..E AT LEAST 72 HOURS PRIOR TO ANr #ALL Y / I'I`I v 9)ELEVATKINS ARE TO CITY OF NORTHAMPTON DATUM AND 15 ARE REFERENCED TO CITY BENCHMARK#'75. SB13 WAL*MART C) ! 1✓ \' f EAR IT �• m 10)PLAN REFERENCES(HAMPSHIRE COUNTY REGISTRY EXISTING BUILDING 95,039 S.F. ''J of DEEDS)PUN BON/PAGE \ 'f �' LOCUS PARCEL.145/16 3 / \ E.,+ or RAKtfErvT PROPOSED WAL-MART 96,444 S.F.(INCLUDING VESTIBULE,TRUCK DOCK AND GARDEN CENTER BETA L _ ER GEnOF \ I/ y�5 F.F.E. - 158 17 EASEMENT PLAN 65/20 /e4 �' _',,6L7< AT<�- VAIN- S A.D = TR N.,E s- vv cAre'Do:K. - 11 EXTEND EXISTING II 7 \ \ %/ / `bo p \ \ •.. c E s s ort ROOF DRAIN zm 4 50 LF.3 l I PR P ED x _ �o ovEROR or GRAN` .1 \�^F .o <RR.c,.,nE I OARDEt� ',I COICRITE sDEV ALK / m e �s� c�. '-�_ x PROPOSED ST FENC AREA z ,G NE O v OO\ B - \ 9.179 S.F. l v ? \ L 15B / 4nGR PxO POSED DRAI G SCH E _ 6 � / V �� P 1T znRft Gm - S7RIICTU STRUCTURE INVERT INVERT IF GTH PIPE PERCENT O:"C011c E1F-- NUMB TYPE RIM ELEV. IN OLT SRE/TYPE SLOPE EO T - --- —�1 1 ATCH BABI 157.33 149.9 149.7 s_ 1-2 i/ c - - - 5V'\ 24'/TYPE 1 1.91E - 2 STORM MANHOLE 156.7 140.80 1/&�0 2-3 48' .9x aNS UBBIn `\ _/—sE �o / 0 BRICK 147.62 47.6924')3 STORM MANHOLE 15&a0 �isi / Z 6 7.m I O e 4-3 _ _ - 55 4 CATCH BASIN 1 .00 15X•00 147.79 - - / ^B� ^- \ P 6 O fy `` 5�4 _ _ / _ _ 29' 10'/TYPE 1 0.7 r\ O r z 6 12X12 CRATE - - 133.63 - - n Isa \� \/ 0p0 6T S 3 QL SILT PENCE AND HAYBALES O i LEG v v 0 Q 0 IRON PIPE FOUND WY WIRE \\ 1 '9C 1 ,�� BANK OF BOSON / � 7 MY\TREE LINE PROPERTY LJNE \ \���l06>� \ � ,Y BRICK ` / ® SANITARY SEWER MANHOLE WIRE FENCE_o— N—LINK FENCE \ S\, �J. \ rn / '.,� q CONCRE 7E A7 \- ® STORM MANHOLE LIGHT P OVERHANG \ \\may 'JRA'/AGE S'RLLC'UK A ABLE / ® CATCH BASIN ory UTILITY POLE/ TR TYPE EL-J r�l?� S'ZE�TUPF. U FIRE HYDRANT -OHW-OVERHEAD'WIRE sue,( `J9g�— SwF 53 9 / \ /\ `` Y _ W 5�_��g� 95 � PARKING/'MIPE NUMBER 3p ce M'. CH 8.15 RT 4�' P D4 WATER VALVE ® / V \ �A/ /�\!� 9��.Y SILT FENCE AND H 5 ; .\` /4�ONo € ft ® FlRE ALA SWITCH COOL C 3ACIN 'R V T DQ GAS VALVE ® ELECTRICAL OU T \ \ 'M 'q GE of / q. 3 •C Pc� ® GAB METER —S—COMPLED SANITARY LINE -{ AvJAEN BH-10 BORE HOLE ® COMPILED SANITARY SEWER OLEI \_ \ �t�” CRA} 3.ciN 4)iP-1 LEST PIT —p—COMPILED CAS LINE \ \ \gyp�G�G / 9 R V C R 1 ROOF DRAIN PIPE �-COMPILED STORM LINE \ / \ �,�„ \ \ `+,F, eti C c e..slN '.a ftc� \) \lsg' e.``�e. / N !� RCP REINFORCED CONCRETE PIPE 'I er CA�.Lr BASH '-'17, rs aCP MP METAL PIPE / - s FOU ATI S ! FA P P A N 2 N 2 Rcy 2 CMP CORRELATED METAL PIPE I \ O cse6 EARN s u .4 RL -�, j THE FINAL SU GRADE ELEVATION BENEATH H TED,SLA AREAS SHAL / �/I X13 G S0 Fk c cr BA51N _ ESTABLISHED 16 INCHES BELOW FINISH Flo Ep EVATI N TO AL 0 A\ ea p LEGEND OF PROPOSED IMPROVNENTS 4 INCH SLA�, 4`INCHES CRUSHED STONE. AND 8 C Es EGT TEBIOR \ UNHEATED,/SLABS SHOULD BE UNDERLAIN WITH 4 I S OF E TONE / / AND AT LEAST 32 CHES OF SELECT FILL. THE CON TOR SHALL BE j °G a ����5T'CB}�7 STORM SEWER PIPING cSflX B s N y\ /� Y \ \�tO�j / e RESPONSIBLE FOR 0 AWING ACCURATE MEASUREMEN FOR ALL CU AND R s / FILL D PTHS REQUIRED. A Gfi.B r e v.N ucq Iz RcP STORM MANHOLE / x Scele:1'1 55� DRAINAGE STRUCTURE INDI2ATOR FILL/SHALL BE PLACED IN VLOOSE LIFTS NOT EXCEEDING 12 1 C ���� ��� LS \ !/ REVISIONS BY Date: e/1 TKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF M TIED el� 1 ./ G 3z PROCTOR MAXIMUM DRY BE LEAST D-1557) AT A MOTS E C IN Designed ��s c1r _ ■ CH BASIN y CB48`Yv ,CB#9 Drawn b. < WITHIN 2 PERCENT BELOW TO 2xPERCENT ABOVE THE OPTIMUM. fV)rL L BE "`� �� .L-�' y v'-p' AN-� ✓ER "! .eR 1, � SLOP ROW :FREE OF ORGANIC AND OTHER TERIOUS MATERIALS; AND SH M z R C y (D THE FOLLOWING REQUIREMENTS: A�' '�f ,T .� Flle NamR I^ R, LOCATION WITH RESPECT TO F AL GRADE PL LL v 'j ReWawed DM"�2 Ic� z2 N oa _ / F BUILDING AREA BELOW UPPER 4'FEET NON-PLASTIC R 3 v IL A 3 / 3. BUILDING AREA, UPPER 4 FEET NON-PLASTIC \� R SH _ I ovH,r3 1 N�c-= 3s THE FOUNDATIONS SYSTEM SHALL BE ISOLA D SPREAD FOOTINGS/A.b " COLUMNS AND CONTINUOUS SPREAD FOOTS A WALLS. FOUNDA,d4<DJ��"'SHOULD� C^"� 2'� .:HA'n E S BE UNDERLAIN BY AT LEAST 6 INCHES OF CO ACTED SEL,��a�,FILL OR CRUSHED STONE. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A \ COMPLETE SITE WORK SPECIFICATION, INFORMATION C VERED IN THIS PREPARATION SHALL GOVERN OVER THE WAL-MART SPECIFICATIONS, REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS 0 25 50 100 200 RE B,BAN C URBAN DISTRICT IAL — " UR13 RESIDENTIAL C" RIOT GRAPMC SCALE a M ✓ IN FEET ) 0 $s 1 inch =50 ft. GENERAL NOTES: 1)THIS PLAN CONFORMS PRACTICE PROCEDURAL VE TECHNICAL Sg'0 (SEE NOTE S) �f STANDARDS E FOR THE PRACTICE OF LAND 01 AND AS (, N08"-�=•E L I INTERPRETED FROM 250 CMR SECPIXJS fi.01 ANO B.D2. O� \ _— —_ 199.07' ----_ ON-THE-GROUND SURVEY PERFORMED EBETWEEN MAY 4th 2 THE SURVEY SHOWN HEREON IS(- AND MAY 11h,1999. 'YY( r� \ G��F� _`'ARER_- �- NOS'7=� �AOCEPTED O,T� S TIR \ 3)THE REFERENCE MERIDIAN AS SHOWN HEREON IS BASED ON `A JFL� GV` ✓ 0.a'DO,SETgn K S 5 __ Y WAY EE _` HE NORTHAMPTON COORDINA E SYSTEM. e \ __ 0.5 BEL v;,^,RpN13'S=`O.E _ s V WIFE) ARE NORTH CCEPTED Cltt HATFIELD ACCORDING ED COOS AVENUE V.(�y� \� �� ca^+CRETE PA LEDUC Or PA�U.Erv' I 1474. 1 ` NORTHAMPTON PUBLIC WORKS DEPARTMENT. NO PAVEMENT OVERL Y 1 E'n IT THE THE CITY OF LOCUS PARCELR(LOTT 18-13)IS ZONED PAS HS INDICATES THAT TRUC 4 HIGHWAY BUSNESS. / �j \ U• 1452 S.F., -O C S..E EO OCRO\T4ANOE AREA S IA SIT Of rlAl/rAA�hIT 6)NO REFERENCE WAS FOUND DF TO A AAIDRAINAGE EASEMENT H ��- 0 S L IVY IF r V I_IVI 'V LOCATED ALONG THE SOUTHERLY BOUNDARY OF THE LOCUS OVERLAY�� P RGEL •Y 5D II �/�0 Y� cc tPET AD I eIDwCo sSUMRKT PLAIN TLED r IeM/FOoMnmPERAE' w00n:REA " CO STEP T_ __DOOR EN—ILE I PREPARED BY R.AL DESIGN ASSOCIATES,DATED 11-24-81. THE PHYSICAL LOCATION OF SUBSURFACE UTILITIES WAS NOT \ \ N4 :,j 'D 8)S VERIFIED. �, b RET INIE O Er _ v_ ` N)DICnT�EDU FACE wsTiv Iw MAY EXIST Mus�BCE EUOn ED AT WAALL 1 STOGY Cv E 3_OCK - / S I ' _ GO STIR 1-886-DIG-SAFE AT LEAST 72 HOURS PPoOR TO ANY / BJIL "/G coNSmucnoN. _ WAL*MART J R_AJ n > I 9)ELEVATION$D 10 CRY OF NORTHAMPTON DATUM AND L/ D 1 m ARE REFERENCED TO CRY BENCHMARK F1lB. T � 17 / '•� v'�LL� EXISTING BUILDING 95,D39 S.F. _ 10)PLAN REFERENGES(HAMPSHIRE CWNTT REGISTRY 3 BENCHMARK E�cE : DF DEEDS)PLAN SooK/PAGE /^O/ �'\ E 9,,G S_ PROPOSED WAL-MART 96,444 S.F.(INCLUDING vesneuLF.TRuac DocK arlD GARDEN CENTER RE`AI'._ o DIT E A F.F.E. = 158 17 A L Locus PARCEL 145/16 G..S.FrvC _ ABUTTER n/3B 2�N� T \ 1 '61.TA / EASEMENT PLAN 65/20 L�� ( F PAVE,d �JT / W aB�'DE SO _ D n_ oB Do 0 VF7RLAY o .II DDS- _ s ,�� ss.s PR P�ED T 1RDry PLATE W m 156. _C_WALR J6,'06• X DER z OF D / iB w CE '✓ — a• I CFETE S'DEW i r GD _ 56' R56 GD" m LEGEND FOR �\ \ B4 r _ PROPOSED IMPROVEMENTS ^ 8_0„ 3L"DWG 'B q �� 9.179 S.F �i d r u x L=i Lis `�' P .d - - L u IN E _ D l 9. sD=�sE1eAG" �— PROPOSED BUILDING MI' PAVEMENT R3a I' x-x�x " -xE-x x 2 2 / \ OVERLAY tI�' 2 4I srie4' c 11 PROPOSED 18" CURB B © PROPOSED PARKING SPACES Now oR FORMERLY S a / PAUL H- D'AMOUR A'�- a rI.F GERALD E D' -R _ R G ,> Now OR FORMERLY JEANNE E D-AMOUR 2 2' JAMES N. BJRKE & -RUSTEES cF P&c LOVE 0' d �I PAMFLLA J BURKE CC CART CORRAL / TRIES = S N _ DEED BOOK 2523,PAGE 162 l � '', ASSESSOR MAP 18 LOT 8 / DEED BOON 1122,PAGE 52 9.5 ttP ASSESSOR MAP 18D,LOT 1 Yq 11 1 �i' E PROPOSED LIGHTING �/ NC°" ��\✓ ^ \ 24'TYR. i 19 A ND (,'..133 NG 1 I HEAVY DUTY ASPHALTIC tt�. Fr s CONCRETE PAVEMENT SITE LEGEND ��� e' a c O c. i "1 N 1 18 19 19 19 T ✓ A 4�. d K' ?rA_- PA TvI^ z ' HEAVY DUTY ASPHALTIC N Z O8'WOE FIRE LANE WT7H e"HIDE PAINTED TRAFFIC YELLOW STRIPING AT 45•TYPICAL R \ _ c z - CONCRETE PAVEMENT OVERLAY , O CURB TO BE PAIN ISU TRAFFIC YELLOW AT THESE LOCATIONS. ,1 O OB "NO PARKING FI LANE-PAINTED TRAFFIC YELLOW ON PAVEMENT AT 80'O.C. Ercr `2�.fr `yFr OVERLAY LETTERS TO SE/A MINIMUM 2'-0°TALL \ olf n n(�TY PA . 4 © PEDESTRIAN.EROSSWALK WITH 4"WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION �q aY9y O HEAVY DUTY CIE TRAFFICTAT 2'-D"O.C.(eo'x 30') /�\� \ e R3. 20, o°Yj"` CONCRETE PAVEMENT W L1J OPEDESTRIAN CROSSING SIGN W11-2 AND WTI9-2p TYPICAL AT PEDESTRIAN SST CROSSWALKS AS NOTED ON PLANS. EO "YELD"PAINTED YELLOW ON PAVEMENT TYPICAL SEE DETAIL SHEET. % \ \s\ dDLS I STANDARD DUTY ASPHALTIC O >— O RAMPED PAVEMENT AT VESTIBULE TO BE FLUSH NTH TOP OF SIDEWALK j/ J CONCRETE PAVEMENT OVERLAY GC F AT 5.0%MAXIMUM.REFER TO ARCHITECTURAL PLANS. j / \ L 2 u R2' R2' R2 Y Z (SEE LIMIT OF OVERLAY) N O O 4"WDE x 120'LONG YELLOW PAINTED TRUCK ADGNMENT STRIPES % \ \ �qj V o R4' S BOQ8, / 'o`v` Z g / r PP R,CI'/ g' O12'v36 CONCRETE COMPACTOR PAD REFER \ \ v csq e B::L IhC N TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.s -= An 'Aid O ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE \ \T , PAINT STRIPING LEGEND PARKING SPACE SIZE,SIGN AND SYMBOL("VAN--INDICATES VAN; ACCESSIBLE SPACE) 9 8 4^' SOUSE/4"-SINGLE WHITE SOLID DNE/4"WIDE / / \ \�\ \ GY DYSL/4•-DOUSE YELLOW SOLID LINE/4'WIDE EACH OPAINTED ISLAND TYPICAL UNLESS NOTED OTHERWSE.STRIPES SHALL BE SWSL/24"-SINGLE WHITE SOLID LINE/24"WIDE PAINTED SYSL/4'PARALLEL TO THE DIRECTION OF TRAMC AT 2'-0"OC. SEE PLAN FOR LOCATION. \ h >S 9�SLPd OOE r OCART CORRAL TYPICAL-SEE DETAIL SHEET FOR WAL-MART \ j�s N�/ 1 n \ `� o CART CORRAL DETAIL. (70 CART CORRALS TOTAL) \ \ \� �i„'q 1 \ ` 1.`✓ © 18"CONCRETE CURB TYPICAL. SITE DATA TNOf \,�1� r./i O PAINTEDDIREOTIONALARROWTYPIGAL-SEE DETAIL SHEET. / LIMIT 0 \PAV�!CNT r�'CG� �( 9/ �� ✓' -` OAISLE INDICATOR SIGNS TYPICAL-SEE DETAIL SHEET. / .\��5 "R,1-P`Y l�\ I2 Y9N E, \ W4W 00 PROPOSED BUS STAND SHOPPING CENTER BUILDING AREA 137,328 S.F. vY, OROgFORME�KER v 4 IN© 4"WHITE LANE STRIPE PARKING SPACES REQUIRED � 453 DIED a 'M NPAI'"55 PARKING SPACES PROVIDED 453 ASSESSOR MAP 18 LOT ' DOUBLE 4"WHITE LANE STRIPE J� xDle r_So PARKING RATIO 3.33 LT > REVISIONS BY Date: ® e/1a/99 STOP SIGN AND BAR TYPICAL SEE DETAIL SHEET DwIgned by.D&A O Do i . S 2'-0"LOADING ZONE AT ALL CURBED PARKING SPACES. 4"PAINTED YELLOW BUIIdrI � /fYrea S,F. Spaces Required '"�'f Y �y\ 'VE"3"`� / DFaWn by. TR STRIPING AT 45.0 2'-0°O.C. SEE DETAIL SHEET. \s s L / '`P�cw`�� Flle Nome:001-157C Wal—Mart / O BUS STOP TO BE RELOCATED J9E' y ,LAC / ReNewed by. Retail � 96Y,444 322 �\� OREPAIR EXISTING GUARDRAIL Outdoor area \ 9,1 79 9 SHEET Vacant Retail / 28,615 95 JEICt O PROPOSED RAMP LOCATIONS. REFER TO ARCHITECTURAL PLANS Pete's Tire Barn 6,01 6 6 / CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS ///^^^��� FOR Exacr slzE LAND LocanoN. �t�'?„: FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, �� Wear It Well 5,970 20 O "NO PARKING FIRE LANE-SIGN(TYP.)PER FIRE ORDINANCE Bank Of Boston 1 92 1 <'.w^" ,° SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, / PRECISE BUILDING DIMENSIONS, UTILITY ENTRANCE LOCATIONS, � s y W i r e O vit a ss a£s FEZ s S.. $ j $� a §f €aE mJ lip SS $ °SSEE iig�° �8 $ib�g �{, Q °B b os s as dsPgii� � -+EpY 5 g 2 �st« �° $d �5�«8$•E B� v��'T�38 ,F& Y �44��gA E � �$� � $� •+ i�}, � ` a�g,o� E'�A.� "° a � '6ti 6 �� �g =a `as i a s 5 X110 G s sag' I-ag h a sE � " sa ; §� $sk € $s j 3 3 Asa s 6 h €E g =5 s €t i t I gas � $ e " gg E3 ffi iM P° v d d Jim 212 Ig 5-6 101p o =�° � Z &�� 4 E 'i m m s �$`° 9 k $h" S� i f� g a° r �mr $3 a °� k i"22 E� Bs ° 6"{{ ar _Ygi+a� $ °� $ qgA+�t o � �F sIIb$ h `��j5 W �,. -' I— gN Fg z° 'fig<- ° < zs °g Z wz 3 `° i 'tS # 75 < Ea$E Y .€{ °8 Js � S8� $ O gW� iKK , °vzf 4cri'd' is a8 � ? F? g$� °P3t€ gbry� °h'6s rok h iii F i$ 3 °< F �z5' El2 �> F:>r°•2 £log i°n °g w §`� w m13 g $i ffz' d! 55111'1 .1 F ..1 5 h3 a°- S$ 5E ° as Z ggFgr g6 °g ' lilt > u{ w m > > w °' ha gf� 3g � �°1 ,. gS� xr < iea�� g�' g a a D s aK� Z �H Sd F E s . $ n 6 § gpE VC € E° t S £ w F15�F g 8 < WrcW w w F Qd w ' < 1111, 5°i 3 Y 33 3 `°g F a ; 2e f Q >° e o ffi g o8? .cs jQ > i3 s " R s g 6 BBB o g S s 2' S8Yi83 �_ °S "'w z� __� '��i C� �i Fgyyyyy�yyyyyjjjjl1 gr Pxa _ o p.E € 22 y$ $ $ E J $'#a- k«g Aa 3 .° r�=o N = " g W ' ��g 6o< a ON g _ § 31$�s el h a°J S 3- i$ s�o $° =h' {a Ea 116 5- zR 'b erg °ml-r a --{{ < yy _ _ ,,ppdd 8� �' wry bm g°1 gz 32°$`3$ ko«k Loo p d F- 22w> gd w < y ugdr e ty< _ 6° g £ $e " SE $ 8 `Fy�az W p��jj g i ,s�.,+ '" g� s K>< `O g g� z 4vi §ka - Ill • v ii ,� 3'! H S 1 1 �Aa ff u8c3 °2 g �.iQ a 2F gg }� ya m 3° ho '�5 " g _w <k' r•�7i r _ o c° ffwiw <_ a s g '� 25; dii5 T�..CC5594S5a& 5Y55. 6a :e$ 2N ��yy + FF ZQp` ZZ _ Q a�Sja a j2 w c7 ri r< d m r: d w o ri ri d ° l/) a � d g O Z ��°� fit P w 5 $ a a$ 5 QQr W 8 8{ HUS �_ Sa 55. $ y y �5� II 2 . g 2_° O �n ¢W� zw y( g<vb' ( '< g 1 ) ' Y E 5n SCi� s° $58 iY $ q Cq ° y� 4'TZ R Y O 4 P why° "-i i Eb "s z� gFZ F7z a $? Y $ " > $ $ s 5a = g Z $S ff5 � 78 I g3 $" $g u L s "$a f 85i lr ! ° O EY §E <° ..�` Y � 5Z °q � < gpES E 6 S 8 Ei� a Q B § wF �°{m1 >< in � ss1t £ ge s C3° &sE 6 qb E ; S �k i° E W z�l b 2 ¢_ 0 2 g $ "g T ° i ° gg sQ& € i 'E Did iY i gg sOS 31' ° & � 8 § az oA � �$z ,gym <° g� � s8 $e8h 4OO 5 L€ �+ k$ a is §� b s $ gba 2a F o g 6§ F- > g s _P a k k" B b S s (!) <°x� � � € EFL 1° a'�$ gg a €ag�1n �� ASS 8 ;SEi $ 8 � W �� �� a a 11h§ $ s c @iP � aEZ = EI $ 8� STS Agog -�E E r .- Iti rj M °j O n d P .`- Y{ V d Q .• N N tV N N N§ ww pp(� g- a = #W ,� g • E 111 II�w ol A�_-Ana Nm � g yea � � g> >_b ° sa E9 � ka ,.o � € �g g ` � 4J�+ �b�� s ,=, � �r�� g� a< �� b � � �:��� •� °C � � `�� { F- j8 � g ma �g b bow§ " 4 € g < a� < zbu g W°. 'sS T� g � �� r s �� $ j Xr = _ ° skia Es 6 & eP list a K d n d W R H cY fi a d a " PLANS R FO DEVELOPMENT WAL*MART STORES, INC. t STORE NO. 2 - � INDEX OF SHEETS C1 COVER SHEET NORTHAMPTON, M C3 SITE PLAN NOTES UTUTY CONTACTS C4 GRADING,DRAINAGE AND EROSION CONTROL PLAN UTILITY UTILITY CO. CONTACT TELEPHONE 05 UTILITY PLAN ELECTRIC MASSACHUSETTS ELECTRIC Pam Fournier PH. (413)-582-7201 C6 PHOTOMETRIC PLAN 548 Ho denviu C7 LANDSCAPE PLAN e Rd ext 27575 NORTHAMPTON, MA 01053 FAX (508)-357-4730 OCTOB E R 9 1999 CS SITEWORK DETAILS WATER CITY OF NORTHAMPTON, DPW George Andrikidis PH. 413 587-1570 C9 SITEWORK DETAILS 237 PROSPECT STREET NORTHAMPTON, MA 01060 C10 SITEWORK DETAILS C11 EXISTING CONDITION PLAN SEWER WASTE WATER DEPARTMENT George Andrikidis PH. 413 587-1570 134 SOUTH MIDDLE STREET NORTHAMPTON, MA 01035 GAS BAY STATE GAS CUSTOMER SERVICE PH. 413 781-3610 2025 ROOSERVELT AVE. I SPRINGFIELD, MA 01102-202 Printed on:V ,eeday,June 16,1999 TELEPHONE BELL ATLANTIC CUSTOMER SERVICE PH. (800)-941-9900 1 ( �1 I Abetters uet 180 NORTH KING ST 30DVT.buffer Total Number of Anunere=36 220 BROOKS STREET 1 1 M22 Black I Lot N De,A WORCESTER, MA 01606 16 13 I DOI 1 N TH 7 R 7H Y CH 4 1 1 NORTH KING B T C ET 34800 CENTER RI RD N iH RD LLE 4 7 1 77 NIXi7N KI G$i R RT C rWNDARON INC I50 VW PLAINS R AD TAM2Yi0YM NY 10591 FIRE CHIEF NORTHAMPTON FIRE DEPT. Deputy Fire Chief PH. 413 584-0874 / ti\ `, 18 MNZFK KING ST BURK JAY Y d! AM NORTH P MA o \ 16 8 ING ST BU JAMES N PAYPIIA 200 NORTH KMO 5T NORTH PION MA 060 KING STREET Mike Driscoll 1 f ! 1 u NORTHAMPTON. MA 01060 r � 1 urY rE s Isom 1 5 LAIIHEL RID REAL ASSOCIATE PO BO%949fi YALAIINGTON 19 18 14 T M tt RBUILDING OFFICIAL CITY OF NORTHAMPTON TONY POTILLO PH. 413 587-1240 18 1 YE PANLOSKI 110 COOKE AVE Ngt1HAYPT YA 01 212 MAIN STREET — 1 7 a G 5T RAN P 3 a1 SM MA DIM NORTHAMPTON, MA 01060 \\ " I _ e tB 3 1 a x TTI T i 1x P N HAMPTON. A 01061 76 C BVRU CLARENCE I F PAIRIC1 01060 __tt 1 33 ODI 2is A BUSHEY ROBERT 0& DID6L- ir 38 001 16 COOKE AVE R GO ME AW N PT Ot OSO 1 17 D01 7 lit ST F Y V N 1 T A 01060 IIf R• 1 4 DDI HAMELD LHRISiOPNER L 30 COOKE A iNAYP10N M.V DI 18C 6 001 50 CODE AVE 7 001 FRANK LNF IST G� T 7 OR NORTHAMPTON..MA 01060 \1\ I 1 li �f `\ ; OO1 GE E FUNOIN�TRUST BR R N NORTHAMPTON.uA DI CSO 15C 16 DOI 70 ST KI D N M e M k m ST iHWP W YA 01060 lec 18 0011 9 HATIEW ST N d: X 1H PT YA O7 i I 18C 37 001 70 OKE AVE MA N S P.O. OK 374 NORMALP MA 01061 1 \ 18C 35 7 A N 1H 6 C E AVE NORi AN WA O1 1� l 18C 147 YE DOROTHY 5 A D V i4� 1 i t AVE MORM AN N lHAY 01 \1 I 1E 17 001 00 HATFIELD ST M HA T N AMP ON MA 01060 18C 13 OOI HA 57 PA I J 3D4 HA 57 N 1N 7 1060 18C 14 001 11 HA REDYOND W AM E k DINff M i1 NA1Fl N P A lac 15 09S IACHAIJ& 01060 ISO 1 1 1 OIID4 Vp a 1 UT ST INf�t YA 104 7 W 7 7 1H M PAU H 8 CER 8 CN UT A 7 9AYOIM PAUL H&CERAfD E T YA t CopA,p \ 1 1 001 1 NOfl KIN Si 4 PAU 2 CHESTNUT ST N Ell MA 104 9 pn4P ABUTTERS LIST i PREPARED BY: VICINITY MAP N-S ., [?ADoucet & Associates, Inc. 47 Gothic Street Northampton, Massachusetts 01060 Northampton, MA Phone: (413)584-5543 Fax: (413)584-5532 LESSEE: WAL—MART STORES INC. 2001 S.E. 10TH STREET Bentonville, AR. 72716 Ph.: (501)273-4000 CONTACTS: Robert Moody — Wal—Mart Real Estate Manager Todd Waltzer — Wal—Mart Engineering Manager 17 „ NA/-I—Wmr+ ('nnctriirtinn Manaaer ABUTTERS MAP