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64-346 - LORING AVENUE - CONSERVATION COMMISSION r- - - - DEP 64- - - Plans - - I I T BIKE PATH t f`F 4 .----maI •'--�-,��--� . ��4� 0 p4 , r y / \' I' , / _ --����— _ ,^�—�—�—'�_• rt�+� � 1 � .Ake 1/ •to. ® — —t,-- i-n.�—.—c�',_.��.�— W 4^r2'd.,a'+a3 L'3s i Lion \ — 100' . - - -„- ZQN F 0 E FR T BUFIF ' BUILDING U M _LAND SUBJECT TO BUI ING - - - - - - -'a- -� - - - - - � \ \ COASTAL STORM 2A — - - y� '�_ ` I IC N m 'Z- ELEV=9.6 I '� pAJ` - - = rf^�^ W = r` M c ' ® �, mssiiwwvc NO -SU00 _ V Z N d c� / i\� RM FLOW, I Z Q m '\ ILDING 2 B Of CL \ I �� �°t ■ I TOTAL AREA = 37.4 ACRES �I �� ” �� w I U j ® ( ' /' m Q i i II S NI(QF COASTAL` VI m X - - / UILDIN 4 ~ -� I I m a p I 80TTQ Z o �` > w N • ° ® \ / -. _� -� I • ® .�® gee I w p i III COAS7I OF' X a III o ! oz N \ `\� � ;`\ 1 ( \� ■ op \ III; 200,F. OT R1=RFRON� A U N N Q o i \ \ REA_ V) ww10 LZI LAI 2 J \flfy _ 1 I I f— 50 -' 0 J \ [�i \ ;� � � ,� \ I / `� (5 ✓ ® I/�® i III NI o �\ I I ° ro � � �l � w BUILDING 3 ® � �� � \ 1 \ \TOS \� \ (ENTERPRISE CENTER) •� q�^ PE ZO O SALT MARSH S w m or ir t77 / +�` \ �,\ m�•/`� �1 I ��. ASN �F /*,gSS9 r 1 GERALDR „ \ 200,p o CIVIL Rr"ONT � 9tuo zss *` z A "I p0 QROP s tea 2e W e \ O W00 da�}E BE EN ,� N FE S T N FRO B ISTIN ONDITIO PL N _ V zo..,AVej�Ue ® OF COP CLI ROPE ooIL DELINEATED N VEGETATED WIETLAND (BVW) \- tv3 PROPERTY LINE DATA WAS OBTAINED FROM A PLAN ENTITLED "EXISTING CONDITIONS - PLAN OF LAND", PREPARED BY VANASSE, HANGEN, BRUSTLIN, No. By Date Description INC., DATED JULY 18, 2001. LEGEND ® ® IN CATCH BASIN QD DRAIN MANHOLE TELEPHONE MANHOLE QE ELECTRIC MANHOLE Q MISCELLANEOUS MANHOLE Q SEWER MANHOLE GATE O MISCELLANEOUS GATE GG 0 GAS GATE _ ` WG 0 WATER GATE 1"-80' 80 40 0 80 160 FIRE HYDRANT SVB - SPRINKLER VALVE BOX + UTILITY POLE MSCBA RESIDENCE HALL AT SALEM STATE COLLEGE LIGHT POLE HH HAND HOLE CENTRAL CAMPUS MONITORING WELL TCB o TRAFFIC CONTROL BOX ALEM, MASSACHUSETTS WCR WHEELCHAIR RAMP D o CLF CHAIN LINK FENCE o RCP REINFORCED CONCRETE PIPE > FES FLARED END SECTION w R= RIM ELEVATION EQUALS 00 0 1= INVERT ELEVATION EQUALS 0 W/UGC WITH UNDERGROUND CONDUIT 0 48" a DECIDUOUS TREE WITH TRUNK DIAMETER Job No. 3806. z 4" CONIFEROUS TREE WITH TRUNK DIAMETER 0 X ---12 CONTOUR (INTERMEDIATE) EXISTING —10— CONTOUR (INDEX) CONDITIONS 0 N O W O Sheet of 3 CO 110 PROP RTY REINFORCED .... ..I Vy L:. 41, TURF BLOY AS LINE BITUMINOUS BITU4NOUS CONCRETE ------- S 37@53'10" E CONCRETE WA�K ------ SERVICE DRIVE ........ ........................... ..............-­—-------....-................................................. 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F INV.IN(C8114)=8.5 INV.IN(C8113)=8.4 INV.IN=7.8 > 1 INV.OUT=8.0 / I i h P _�-_ BOTTOM OF x LR INV.IN(CB115)=8.5 4' WIDE CRUSHED INV.IN(DMH115)=8.1 INV.OUT=7.7 EL RIM=11.8 1 I p 9"0 COASTAL BANK ' �- POETS > INV•IN(DMH116)=7.5 STONE TRENCH (TYP.) INV.OUT(DMH117)=8.0 00 _ .19 a ; ( ) I I AD5 INV.OiUT=9.0 I I I ( e 10 " I ((A)=5.59(6" A`O INV,OUT EX.DMH =9.0 I 55LF-8"CPP I I I 1 I °� r) I (B)=5.24(4" LGA Y' I » M )))) f 105LF-12 PERF. CPP � � �I (C =4.99 12"R 3 � �' " � � I I r�, I « I SLOPE=0.005'/FT 105LF-12 PERF. CPP v1 ! ! - o 105LF-12 PERF. CPP i 1 ' Z .r ' SLOPE=0.005'/FT SLOPE=0.005'/FT I I I bf { (A) .68(10'VC) " „ ! I _ N g _� R=8.82 I (B) 65(10"VC) 12 Xe WYE I I rr W .t x i ( )= ( ) INVERT=9.5 \ I i t Z z N (0 m x R=8.97 A 4.87 10"VC "� R=7 78 UNDER I (A 990 RCP) RIM=12.0 f _ CAR (R)=N.V RIM=•12:0 . „:l f B 383 1G C!' + I l� � nJ `� / j IWOUT�8.O ( ( RIM=12.0 INV.OUT=9.5 RIM=11.2 G , rt w RBcD CB PROTECT POLE - R� I (C)-4.00 10 INV.IN DMH210 -2.92 ! ` �y'rn W ' Z DMH INV.OUT=8.1 RIM=12.3 NV 0 ( ( MH1 ) ) 2 9 I R � = J (B)=5.29k10"V�j // - 1 -D Q - 10"-i + // :: INV.IN=7.0 I T D 3 2 // I' � ti ' �\ Z >_ o INV.OUT=6.9 cn I E j \t �_ON - _ R&D DMH -f R CBtOMETAL x 81 0 CE11 i I I it \` m a -`_ METAL >P ` - R&D C META(._ �_ _ I t` \ W o a x OS1 o A c A GUY POS?S 8»-W-. -__ _. ' -'W- - --- �f WG PU. S' �� ' ` _r i TRANSFOR ER I �: +�\t\ W N m SE'( I PO5TS x WAIER1 BARRIER I f 12"HD )- " IG. E l 1 ' r� M t � I ( B 4. � _;j � _r. � U d o A- ( )= .S H102 I < w RIM=11.2 I I 4 ao z GG / J Dt � . V OU =8'10 INV.IN(DMH211)=2.86 \ M IN > i �u �- w w M \ / .Q ti 2OLF 8"�IPP INV.IN(WQI)=2.86 < ' - z INV.OUT DMH113 =2.86 C� I Z 0 to _G RIM=11.5 \ I � f i � n � UNDERI 0 __ \�tD I 24LFOU8 CPP ( ) HOP 1 ILJ Z to \ WG J21M12i : " 6" / R f a I L� z JERSEY\ \ CAR S S Q: S °I1h7V.IN�Ab2 =7.0 wv AI CF1 f & p z i I F- 5 c) u BARRIERS o r Z0 ( RIM=12.2 i'1' 4» Aran O5r - I I _I I a I ` I r- - v z u w GG n \� INV.OUT(D H105)=6.2 INV.IN(AD)=7.0 HOpe VA( p DMH W/ 2 CHECK cv z <r N \ / 3 RIM=12. DMH106 '_1 INV.IN(DMH103)=4.9 W� Vq� DOM£Sr/ VALVE. RI -10.5 I I x , I o N RDRAiL R 8.48 DJUST CB, RIM=11.5 / INV.OUT=8.5 a AD3 N AD4 W Vf C INV.IN(DM 12)=2,62 I I I II TIDIA '7 0D `\ (lAPPED �yy 95LF-8"CPP V.OUT(DMH105)=4.8 I I z 1 " SAL T W.-.-- l y A -- _.__.._ _ - - - -�_-. . __ _ �_ - RBcD C� ---- -- wv _ - - -- - T( )=2• I - 1 1 i I o INV OU 62 M; ,,.; RIM=11.5 - P ?-O`�,\) -1`' 1�- �, - - 4 Y 9 J„-lly' -___.__�c . � ' s,f - > _> >f"{2' PVC} -, � G �, 4 D_. .- . � 4 R-8 � - I �'_', 1 Q r __ -; ®_ _. .. .- _ - INV.OU 0 I (A =2.6 ) METAL l I ao > ? - ---- 4 1 F 1 "CP, = I H1 A »_- DMH708 t �=2 57 18"C �� ; I ) I R CORD I I ( a Ex CB4 Ex x.79 --9. " 12"-d-- -�� -, ' - P POST I x - -- - DMH107 5 •I i B ^� f.j cD co nta06LF-18 CP \ EX, DMH2 r, FUEL WG RD =11.7 )- \ o -8^-W I I I I w m 7.70 d.t z F �'NC� = ❑o Mw __ .. r \! -"' -- --.R= I I WG aQ -- - ---- - - „- " V.OUT=8.0 I ( I R=8.69 R= 86 ,iETERS 7g•. - 50LF-18 CPP r�C. Ex. A 2. 8 18"CONC ! ! Ij 586 REPLACE DMH W/NEW DMH � ,', G' A + w 06, ` TRANSFCIRMER I ( 89(12'RC D-- RIM 12.8 L_ cn ceto7 D 99LF- 4 CPP - - I �B) 2. 0 41C NC) o r h > _ RIM=12.5 = !�/� - " ( co / ` I ON CONCF PA4? R 8.00 �� " DMH110 47LF- 4 CP DMH1,3 A 3Ex. )vast 9 A-6»-S (. ):=5.48(8 PVC) INV.IN=3.62 I A - .3. IN( X)=3.38 , Q2 H ft �.�h I I`' HYDRANT TO SETGRA _ .OQT,(pMH113'=3.38 8'__D 1 �A I� g - C 3 87 12"RCP E. � '"`-1 F� 1 DMHt1t `� � I RIM-10 t R-7,.25 ) a _ S RO.B 73 E SET I )_, ( ) INV.OUT=3.62 �, r ' D)-4.47(4"PVC} \ 109' a WQI ; (` - :� ; F O.D. I !4 I (A)=4.18(6") ' ; ADJUST DMH, ItM=12.5 t RIM=10.8 Cg1p6 INV.OUT= .6 R&D SMH ( ) X24"-p RIM=11.5 INV.IN(EX)=3.61 °o O =3.61( "V .} INV.OUTM-KB PLUG ALL PIPS ��_A i ! � 48" RCP FE` 1 (B)=4.20(6" S CORE NEW HOLE ! INV.IN(DMH108)=3.20 ` G 1 4 I TO INSTALL 18 CPP » \ %=289( to ' EX. DMH10 1=2.00 `O I �� I 7.99 42'_ 1 ' INV.OUT(24 )=3.20 g p INV.OUT=3.87 - RIM=12.6 CQrDs A _0.29 18"HONG r IRE PIPE /� 8, 9 �' ;3 � DMH,o3 D B�=1.95 42"PLAS�IC) F')PE DMH1 4 GERALD R. v I INV.IN(CB101)=4.0 1 6 -_ J D CP, C;)=TIDE GATE ,,•` BLUMEMHAL ti I\ 7 ' INV.IN(C8102)=7.0 F 7.69 �0 O DMH102 \ '\ rr ( ) ❑ n1P .-lN RIM= 1.5 D \ o wL� ti (, INV.IN CB103 =7.0 2' HIGH 6„ INV.OUT=3.9 ! . " ' INV.I (CB106)=7.5 R&D CB a METAL POST FIRE PIPE , O 8 GpP INV.1 (DMH104)=3 3, RIM=11.5 i 1 1 RIM 11 9= " RIM=10.0 INV.OUT=8.5 -- NSFORMF, DMy101 �F' INV.1 (DMH107)=4.3 f ( �, , cp` u- 3 c_. RIM=6.5 - �� IN.V:IN CB106 =7 5 ` Tr I`S INV.OUT=7.0 r, v _ N C - �--- 7� 7,f',, INV.I (DMH109)=3.03 ( ) DEP IS ILE. REPLACE CB W/VNEW DMH C8103 a "INV. T(DMH111)=3:.03 INV.IN(DMH102) 5.5 J ` l -- - - y x INV.IN CCB104 -6.2 CONSTRUCTION ' S _ 3 H GH -� INV.OUT(DMH1,04 =5.4 RIM-1 L6 \. RIM=6.6 0 ME AL OST NI RIM= 2.1 r� ( R=7.89 r a '8 a INV.I (DMH101)=3.6 �--"WATER QUALITY INLET ( � 5 =7.0 DEBRIS PILES INV.IN(EX)=4.35 a SSSS 00 €7 c INV.OUT(EX)=4.08 7 �WG C 0a0D INV.I (DMH103)=4 3 \, RIM=11.2 INV.OUT�DMH 03)=6,1 R 1 1 DM 2R= 7- n EMERGENC`( _� a �~ IN T(DMH11O) 3.5 �� V 0(2 )� 8 8Ri , N ch moo, " ) o s c �'1NV• WA-1 -1 PHONE AE 0 6 DRAIN _ ( V` \ UT(24 )=2. MAINTAIN EXIST. B t! -• 9 ` + S S R&D CB FO _ UF._.-. 1� _ �- t 5 -_- -_ 6 HDPE FIRE & -. - - 'v - v �; y - ---10 \ ' / PEC :, - \ 8 � R- i 1 POST INDICATOR VALVE / t P s --11 24" ?� r i;P.ASS g _ Tt:B ' `• Ex. cBe 4"HDPE DOMESTIC :; / F RCP �R£A 1 • u ._ ;> BVW. Y R=6.54 REPLACE CB W NEW DMH �' --_- _ `` J `' \ r r: _MAINTAIN Ex. Ce =5.10(10 / S A MAINTAIN EXISTING DRAIN t ,<ABA TRASH �` J� / EXIST. DRAIN Ut�MPSTER A , a: - - PNPB 0" CAN �'qN/} RIM=10.8 ;=4.82 6"CLAY __ _ -=8.5' �� ., �1AG ACL `4:. v R.g >^, \ D �O ,Y 5..1 )=5.32(4"CLAY I -- i &� N R/-,RIM f3 7 TEEL I (P )=i.83(.t) RHF i _ _._ _ / -� -. _ c ;, , ,t _ - fi- 6,.-�- I , PIv r INVIN 5.5 RddY' SrAI' ; rVtP. ' \ � � A 1 -2 q� PICN1- ! .,G)-- .J3L, FGF , A _._ DMH114 u J� R-'OS / vO = EX. C65 F ...8.25 ` �Y�=7.86 .,. _ r / % IN UT 5:4 f� PLUG PIPES ,\� \ ? TABLE i A =6.49?b - �, ( ` �/ ' MAN, ,ULE 1VfJt / \, ADJUST SMH UNDER CAR \_ /,) 9 , _ _ -_ \ B I (F;}=6.??:8"Ft/Cj % r --- CONSTRU T fJ i7E I5 r / , �\ \ ,? ,� No By Date Description 03 \t k &'A X,8.9' R=9 9 G,) a "C r.,, - J _ -__-sem. �. ---� _ C' i• i r �� / / - -. _ --- -"" \\ O\ \^ , o s F i /A) 85(8 CLAY) I J B R=3.29 _ 0x4 .. / _ I (B)::=E. 98,8"CLAY1 cel _ S , R-'9 3,5 S} r _ - = I - at i =3 a•. `' RIM 12 4 rf �, I (A)=2.95(30„Pi':P) _ JO„T I ti = ADJUST SMH wV INV.OUT-8.4 G ` / f/ f / l., I (B)=3.10(30"KCP} S ` e C - W W W J / / ' _ ADJUST -�'.�_ `� 1 ,•Q � ) ' i �+ 10 LEGEND �`� , -- - U- �` =r 0001 \ \ � �' -1 -3 PROPOSE EXISTING � R&D SMH (TYP.) \\ \ ` s� CBM MAD C CATCH BASIN/AREA DRAIN `��� A 1 d � --_ � PLUG ALL PIPES _ _ DMH 'p DRAIN MANHOLE ,. `' - z 30 - -q, f CC / TMH 0 (D TELEPHONE MANHOLE `tom` -- �� \. Jf/ / I l� ELECTRIC MANHOLE \ 7 / / -` ?_�68 >_11-1 / x19.9 / / l J ' \ NNN \ 30,> S M Pv iC l_ES UNDER // / I M; MISCELLANEOUS MANHOLE S O'W BANE SMH tS� SEWER MANHOLE rr--- - --�12� / ` ! CORE NEW HOLE F 1 53 i f` / ` �~-- ' GFlTE O MISCELLANEOUS GATE u / \ TO INSTALL 8" PVC 1 30°._s ` / / � 1� 8 j� ( / ! 4-1 2 ^ ` \\ RIM=13.9 /// WA-1 -5 GVH GU C) GAS GATE F• INV.IN=4.7 ���� 1\�/ j s1 1 r r�. t2 t V V wvH •Piv WG 0 WATER GATE A,)� 1 r REMOVE VALVE 7 \ WA-1 PIT & BACKFILL x FIRE HYDRANT 5VB� SPRINKLER VALVE BOX e- � F"VCE �`ol` j ) / t r� / r� \ / R-=1 METAL POST\ -12 x 12' ; x152' / . \\ MSCBA RESIDENCE HALL AT SP 0 STAND PIPE 1 ' �' I 1a" '~ 1 x14)(T /' 5„ SALEM STATE COLLEGE /G' UTILITY POLE fyi2�' - - �\ \ CENTRAL CAMPUS LIGHT POLE '/ ° CN�11Pd Ci'" - \ HH HAND HOLE h k F" �l���, -� -r 3_ Iia �* ,_ 1� R: � tsy �{ f ✓ 10 � \ SALEM, MASSACHUSETTS 1 N k -_ ,K u, it Safl ~r y{.A =2.84(30 ` 3p" d MONITORING WELL k ; 1D" / TCg c. TRAFFIC CONTROL BOX k 3 ` / i^ 16" ' 1� ) I CA . �~ 5 �f X8}=2.89(30»} HAIR RAMP \ 1„= 30' �x s =ram / �- _ 14.5) rt5b' wcC WHEELC .r \ `x 30 15 0 30 60 \. ..t.� �„` /-- �/ 1 \ CLF CHAIN LINK FENCE '� '+ `� / REINFORCED CONCRETE PIPE W ``� ' Q 3; <i 4 NOTES: V -�•� V �, i / f/' �/ 1O„�S , FLARED END SECTION rZ RIM ELEVATION EQUALS 18 ?" & V N I 1. ALL DRAIN PIPES ARE 12"CPP EXCEPT OTHERWISE INDICATED. +�� ' 3806 X1 \ iY qL y f � _--, +- __-- ' _.� /; ,''�" i w 'r°, Job No. SSSS__ __- INVERT ELEVATION EQUALS �� r 1 I <I 24" � � _ / 1NS 2. ADJUST ALL CASTINGS TO GRADE WITHIN LIMIT OF WORK. bvi'l WITH UNDERGROUND CONDUIT ''�, � 6" /'` t )` 3 HOPTA« 12"p �\ x15.' / ' . 15" E CO(1 1 TO 3. EXISTING WATER MAINS CAN NOT BE TAKEN OUT OF SERVICE SITE 4 ;" ? DECIDUOUS TREE WITH TRUNK DIAMETER �W� C. S ;`� �5 + rRANSI pL1NG Q / T10/� UNTIL NEW MAINS AND SERVICES ARE INSTALLED. x1 `- + Y .0.000 1 V" q." CONIFEROUS TREE WITH TRUNK DIAMETER R;20_ �, ;�� UTILITY PLAN I (4 -1 I->(,, Ct:A 7,g. , 1 , j9•q.3 UTILITY C R B R M BE COLLAPSED CONTOUR INTERMEDIATE �.. I fg =g 06 r S ` s \No W _ , AND BACKFILLED AND COMPACTED ENTH GRAVEL. r % /� 1 ( ' " � ° 4 M G . 4 ; ; i� ; CONTOUR (INDEX) ! R' ! r wv _ ` � «,; � `a`, -__- 5. ABANDONED UTILITY PIPES CUT BY NEW WORK SHALL BE + / i / IO"sg• PLUGGED AT EACH END. 1 ,14.7' i }gi ' r� r v „< �t./ Sheei of U ��--� PLUG/CAP ABANDONED EXISTING UTILITY � � •r �- '•sem*' � Ir � _ , Of -- umix,.ez"" _4 ,.—' _ nw_ -,..`C•'1• ^ .= , ' `. ._ '_ M1tl: ._ .xw,rm ZpaFOO BN Coq e FRaN FFfR 'C\/ BUILDING STAE S & x ' , -. : N' ...-- .,q /mss J 1 L j 4l , E, ALL ce:w001� TOp 0, m m I BANK COASTAL >�o PHASE 1 4i 4j. L BANK FA NK200—FCtlt 1 . PLACE TEMPO RARY CONSTRUCTION FENCE, SILTATION FENCE, C BO�O OOAST orRjoFRONAND HAYBALES.A�RCA 41�f• II , III p HAYBALES 2. PLACE HAYBALES AROUND EXISTING CATCH BASINS WITHIN ^ , �I ARoI}ND.:CAC SILT & ._ " ' ,y j CONSTRUCTION AREA. TI lam, � \ "° r. ' '•'° BASINS TYP f HAYBALES _. . __ __ _ _.1_� �_ 8 N �^J 3. INSTALL TRUCK WHEEL WASH STATION. REMOVE AND RESET y r r- d a ti carr - �i ^�3 CONCRETE BARRIERS ` { � I TO PROTECT HYDRANTL 4. DEMOLISH BUILDINGS 2A 2B, AND 4. BUILDING DEBRIS WILL , cel ' ~ u„ ' r BE STOCKPILED, LOADED ONTO TRUCKS, AND DISPOSED OFF-SITE. N � g t ;qp1 • t ea - ,, _ SALT MARSH <7 7 Z 1 , o NO STOCKPILING OF BUILDING DEBRIS IS PERMITTED WITHIN THE y/ ' 4° j 10 BUFF ZONE. � s�' SILT FENCE & L HAYBALES z ;�>�,, ;���,,. �„ � � v " ._•. f, � g / ��' 5. GRIND AND PULVERIZE EXISTING PAVEMENT. ' � , TEMPORARY �L �, ( d M CONSTRUCTION '� -100. -° �!� 6. SPREAD EXCESS FILL MATERIAL FROM BELOW FLOOR SLAB ? N PROPERTY LINE ;'; : / ;'(( yy, FENCE ,.a /,/G� .._:1? f) V) � a m � r ( r'1 AREA TO WITHIN 12 OF FINISH GRADE. � .— ; , , l ` y ACROSS CONSTRUCTION Z a„ r RtRF°pr ; r uNE RAISE CATCH BASINS AND HAYBALES AS REQUIRED TO MAINTAIN Z J oa m .WAS 1 R°� SITE DRAINAGE. (L M ST�T10N / 20o d ' W a, o zGj LLj ;g CONTRACTORVfit `a'= C' m X ion•, PARKING AREA Z o s MONROE ROAD LLJ Q LNC� Z F M m C) N o w a w (� ct aD Z ww Y P KTLLJ . s ' • ) I ----- "_ '"cffi.•--__ .-_Y__ '"'- 'N- ._.sem_ , x`- ....,"b- r ::: ,w,_ ma- 100 Z w ¢ ZONE (� c+'A:.cwcevr+ ».�., `-� ,..«................�. "° �ii o-' n ia%`Yr9"w4Y. __ T^vlRtxV s �ROk B•J' t _ Jam. / BUILDING 'i - �_: : $ � - - - , - lal �o i.of f Y. __:.. J v j \F3D G; _ ,._.. _..._ _. _.,« _• O WJ ¢ Z F V i:i F ,oem,.c v 1 ma",w i.. i miss J Q 1 I TEMPORARY 00 CONSTRUCTION 11100 , h. `FENCE TEMPORARY CRUSHED may; 'I ! � PHASE 2 „ ` `•' 1 i 1 r cern✓ w - -"' . 1 I Y STONE SWALE in ' I . �--- rop pF 8g - _ r _ I BANK OOASTAL a SOIL - . r rr :frr . . SEE DET a �', 1 . REMOVE AND RESET TEMPORARY CONSTRUCTION FENCE AT o .AIL ON SHEET >.- �O Ag 9 NK 4 BUILDING 1 AND TO 100' BUFFER ZONE. = m FENCE = !( -I1 ri a _ 8isc soo_F o w I rr- !/ U LpCA110N FLOW ter. -N OOT R� w . II { ; — !rAREA 2. SEED AND STABILIZE SOIL OUTSIDE NEW FENCE LOCATION. PROVIDE TEMPORARY SEEDING AT LOW TRAFFIC AREAS. PLACE `.'l; -- _ sN CRUSHED STONE OVER FILL MATERIAL UNDER TRUCK ACCESS ROUTES TO STABILIZE SOIL r + � 1 . - 31 ( OF i, F ;{ SILT FENCE & �00 i�, i SH Psr ¢ f,G ' HAYBALES `° .w` i ' r . • ' "" " S 3. CONSTRUCT TEMPORARY CRUSHED STONE SWALE WITH FILTER GERALD R. r EUIL0ING ' I ' b' z REGRAD `SEED i I BLup&NTHAL n — — NTE,RPR,ISE (;ENTER) — "--.- _. k _ k� �s"� AND STABILIZE � I� � FABRIC ALONG EDGE OF FILL AREA. SEE DETAIL ON SHEET 7. o CIVIL � No.29G98 SOIL WITHIN 100" } 9Fcsrt ` '� �” av ~\ "° " • t r-� _ BUFFER ZONE ' 0 4. CONSTRUCT RESIDENCE HALL FOUNDATION. S/D \\ . ' 0 �' ALT MARSH < � S . ! 17 I _ .. V12 _ SILT FENCE &AYBALES >.� H PROPERTY LINE ( " ` ,1 ," 'r TEMPOR Y 200 SEEDING `� j Ri 'Poor WHEEL WASHOPE F.. +* SRF NT 4$ Q \� y .. Q� t (( 0 = STATION 200• $ W 11 } CONTRACTOR PARKING AREA - YG MONROE ROAD ER 00-ro No. By Date Descrlptlon or —" ogsr�OMavw PHASE 3 BUILDING 5 -B,gNK & I _ �- I'W 1 . CONTINUE TO CONSTRUCT BUILDING AND SITE UTILITY _.7 r viry o _-_.{ we ue maws J•S,J ^ a � _.}_ i r rrm IMPROVEMENTS WITHIN FENCED WORK ZONE. - .� . too' r' TEMPORARY' 2. INSTALL WATER QUALITY UNIT BEFORE START OF ' zc rop CONSTRUCTION OF NEW PARKING LOT DRAINAGE SYSTEM. 'CONSTRUCTION om< KF00 ` , • FENCE i m m BAN COASTAL ., r g � Bot, =' �a OOASTA pF S `I 3. INSTALL HAYBALES AROUND NEW CATCH BASINS. HAYBALES AL MPARKING ` BANK SHALL REMAIN UNTIL THE LOT PAVING IS COMPLETE. 7 P Y0 1 . It i i*�.� FOOT R=moi TAR J { FRoN EA � I ' I 1 tam ra;w. �— IR if i I �i r r r . \ Al . � 1 .� l 1 'i lA{ ' SILT FENCE & PHASE 4 '.; HAYBALES N j t ff z °r m 1 . REMOVE TEMPORARY FENCE AROUND BUILDING 3. MSCBA RESIDENCE HALL AT l >'u,, K HAYBALES AROUND NEW ? .. �P CATCH BASINS (TYP) ____ "� a,�,- �! SALEM STATE COLLEGE /rI m ,, 2. REMOVE TEMPORARY DRAINAGE SWALE. CENTRAL CAMPus x AV ' n a as • ` N8 SALT MART c o SALEM, MASSACHUSETTS 3. CONSTRUCT REMAINDER OF SITE AND UTILITY SYSTEMS AROUND aII IT SILT FENCE & BUILDING #3. � ! 4i1 ,; l�rl � , : ti HAYBALES z " .. =` , `p• ,(z*M I it T % ll %l f1f. PROPERTY LINE s ( * * _*— �—} x 20°. �� * / ,"' I 1 f0iSEE PHASE f , ,t«; LEGEND 3, NWTE 21 r+ R1iFRFR Or � ��� � vNE Job No. 3W6. l WIHEEL WASH v,: Oq` � __ : �0.�� * v g PaoP CONSTRUCTION FENCE STATION .- ;gym 200' i PHASING & N ` -u SILTATION FENCE & HAYBALES SCALE: EROSION CONTRACTOR PARKING AREA — — 100' BUFFER ZONE 100 50 0 100 200 l T /� N MONROE ROAD CONTR�)L P 1�X11 V &014 ABANDON UTILITY — Sheet rj of (� �i�iTi�®IIT. GENERAL NOTESLANDSCAPED AREAS ROADS, ROAD SHOULDERS, PARKING CONTINUOUS YELLOW WARNING CONTINUOUS YELLOW WARNING AREAS, DRIVEWAYS, WALKWAYS 1. TOPOGRAPHIC DATA AND EXISTING SITE FEATURES INDICATED ON CO.01 WERE OBTAINED CONTINUOUS YELLOW WARNING FINISHED GRADE TAPE TO RUN LENGTH OF DUCT FINISHED GRADE TAPE TO RUN LENGTH OF DUCT FINISH GRADE BANK "SECONDARY ELECTRIC" BANK "COMMUNICATIONS" FINISHED GRADE TAPE TO RUN LENGTH Of DUCT BIT. CONC. PVMT. OR PATCH FROM A PLAN ENTITLED "EXISTING CONDITIONS", PREPARED BY JUDITH NITSCH ENGINEERING, BANK "PRIMARY ELECTRIC" (SEE MATERIAL SPECS.) INC. DATED JANUARY 2003. PROPERTY LINE INFORMATION WAS OBTAINED FROM A PLAN /�� \ /� \ // /\\ /�� \ /� /�\ /\ // /\\ �g •xtir .�o 0 o�o oho o�jo�r GRAVEL BORROW ENTITLED "EXISTING CONDITIONS - PLAN OF LAND", PREPARED BY VANASSE, HANGEN, /�� �� /� /� /�//\ // /\\ " Q BRUSTLIN, INC., DATED JULY 18, 2001. 12 24 r, o C�o0Q� 3O" 24" 2'-6" 2'-6" o 0 0 0 0 00 00 00 0 00 COMPACT IN 12" 2. FLOODPLAIN INFORMATION WAS OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM) MIN. MIN. MIN. COMMUNITY PANEL NO. 250102 0005 B. THE SITE IS IN ZONE B AND C. ( „ » „ » » » » • " » ` LAM & SEED LAYERS - „ „�, � MINI � (SEE MAT. SPECS) 3 MIN. .5 3 MIN. IImo- r- I'- I I I I I i I I I I SHEETING (IF REQUIRED) �I- L3 MIN. 4.5 3 4.5 3 4.5 3 4.5 3 MIN. 3 MIN. 4.5 3 4.5 3 3. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED SUITABLE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY UTILITY 3" '0 8-4"PVC BY ; TO BE CUT OFF AND BACKFILL INTERMEDIATE TYPE 3"MIN. °, ` ELECTRICAL 3"MIN. a 4-4" PVC LEFT IN PLACE A MAX. CONNECTIONS OR CROSSINGS OF PROPOSED UTILITIES AND EXISTING UTILITIES. THE 4 ° M °: yr• SCHEDULE 40 MATERIAL PLASTIC SPACER SUBCONTRACTOR a OF 3 FT. BELOW CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES RELATIVE TO THE O I I I I FINISH GRADE OR --- UTILITY PIPE LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF O O O TYER PLACE O (SEE MATERIAL " 2-4" SCHEDULE 40 PVC d°' • E E E E �.< . ,- , ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR 3 1/2 ❑ TYPE PLASTIC T T 1.5 FT. ABOVE TOP BY ELECTRICAL SUBCONTRACTOR °•' SPACER ' INTERMIDIATE OF PIPE (WHICH " Mme. y SPECS.) ENCOUNTERED DURING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE c » 12 MIN.• O 3 ° a D a DEl a D a b: 1. 3000 PSI 3 °�3.. '. D a D a TYPE PLASTIC EVER IS HIGHER) GRAVEL BORROW DESIGNER. BASE TYPE CONCRETE 1 SPACER PLASTIC SPACER 4 �:. COMPACT IN 4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, O O O O y . O O 3000 PSI " � COMPACTED TO 95% SECTION 40, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE 6 MIN. 3000 PSI CONCRETE ''' BASE TYPE - CONCRETE 6 LAYERS PLASTIC SPACER �:. MAX. DENSITY COMMONWEALTH OF MASSACHUSET'T'S EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS NOTICE WHERE -I- EXCLUSIVE OF SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELINE 2 1/4" 6" 6"MIN. a D a D D a ' ' 6"MIN. D a D a BASE TYPE NECESSARY COMPANIES, AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY, SET CONDUIT PLASTIC SPACER UNSUITABLE TELEPHONE, OR CABLE TELEVISION SERVICE IN OR TO THE CITY WHERE THE EXCAVATION IS 6" COMPACTED MATERIAL TO BE r MID DIAMETER „ „ . SUPPORT SPACERS ON ' " ' ' � „ . /�� TO BE MADE. THE CONTRACTOR SHALL CALL DIG SAFE AT 1-888-DIG-SAFE. CONCRETE BRICKS GRAVEL BORROW 2 1 » REMOVED & '12 •MIN.`. / M a /4 17 1/2" 7 1 2" 7 1 2" 6" 2 1/4 71 2" 6" REPLACED WITH i �/' COMP. V -° f Tf -�I GRAVEL BORROW � ��� ' ��� SUBBASE 4 a� , 5. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF SET CONDOR SEf CONDUfT r., :.r /ia i?fir>r / PERMITS BY, THE CITY OF SALEM. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL SUPPORT SPACERS 6" COMPACTED SUPPORT SPACERS 6" COMPACTED PLACED IN 6" EARTH LEDGE A 2 CONTRACTOR TO SEE THAT ALL PERMITS AND APPROVALS ARE OBTAINED BEFORE STARTING ON CONCRETE GRAVEL BORROW ON CONCRETE GRAVEL BORROW LAYERS AND r CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL BRICKS BRICKS COMPACTED TO MTW=MAXIMUM TRENCH WIDTH TO 12" � NECESSARY ARRANGEMENTS FOR AND FOR PERFORMING ANY NECESSARY WORK INVOLVED IN 95% MAX. ABOVE PIPE. MTW=PIPE DIAM.+2FT. MAX. CONNECTION WITH THE DISCONTINUANCE OF ANY UTILITIES OR WITHIN THE JURISDICTION OF DENSITY ANY UTILITY OR SYSTEMSCWHICHNWILL BECH AS AFFECTED BTYITHE, WORKPTONE, WATER,BE PERFORMED UNDER THIS AND ANY PRIMARY PRIMARY ELECTRIC DUCT BANK SECONDARY ELECTRIC DUCT BANK COMMUNICATIONS DUCT BANK STANDARD TRENCH DETAIL CONTRACT. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES, DEPARTMENTS, N.T.S. N.T.S, N.T.S. FOR UTILITY PIPE M AND UTILITY COMPANIES, IN WRITING, AT LEAST 48 HOURS AND NOT MORE THAN 30 DAYS z N PRIOR TO ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT NOT TO SCALE - i UTILITIES WHICH ARE TO REMAIN IN OPERATION. U r n m w *- 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL 18" I z o j° LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL CROSS COUNTRY T STREET _ a a m " IMPROVEMENTS. HYDRANT, TABLE OF BEARING AREAS IN SQUARE FEET • "� Y AGAINST UNDISTURBED MATERIAL FOR FITTING. + LOAM Lv zo n = J 7. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, AND SEED c;: SEE PAVEMENT W o 12 m GRADING, SIDEWALKS AND SITE DETAILS OUTSIDE OF THE LIMITS OF WORK AND WORK AS z SECTION DETAIL Z_ r No SHOWN ON THE DRAWINGS AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD COVER TO READ "WATER" W ANY DAMAGE SO CAUSED. SET COVER AT FIN. GRADE I SEE TABLE ABOVE FOR w m x v 00 SIZE OF MAIN 90' BEND 45' BEND DEAD END FIN. GRADE BEARING AREA (INCHES) (S.F.) (S.F.) (S.F.) W W N 0 8. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND TWO (2) PIECE o THEREON. STORAGE OF SUCH MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED. / VALVE BOX ��% /. /��/�\�/ 4 2.3 1.3 1.6 = a �_ o COMPLETION OFTHE R SHALL LEAVE THE THE SITE CLEARANCESITE IN WORK. SAFE, CLEAN, AND LEVEL CONDITION UPON " fj���j �/j HYDRANT DRAIIN \�/\\�/\\��` '\ \ \/� \\/\l\\\\/ 6 4J 2.5 3.3 4'-6" MIN. BANK RUN GRAVEL U N 0 o 6 MECH. JOINT GATE z RING ,,//,,//,,//, \ \ / / VALVE & BOX 3/4"CRUSHED PLACE CONCRETE THRUST BLOCK 12" 8 8.0 4.5 6.0 » AND/OR SUITABLE w w M 9. THE CONTRACTOR SHALL REMOVE FROM THE AREA OF CONSTRUCTION PAVEMENT, a 6'-0" MAX. MATERIAL FROM THE w w. CONCRETE, POLES AND FOUNDATIONS, ISLANDS AND OTHER FEATURES WITHIN THE LIMITS OF GATE VALVE COMPATIBLE STONE TO AT AGAINST UNDISTURBED MATERIAL 12 17.0 9.5 12.0 - z .. I " 4,5' EXCAVATION COMPACTED Z � � n CONSTRUCTION AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION WHETHER SPECIFIED ON W/ VALVE ANCHOR TEE in I LEAST 6 ABOVE -�. PLACE 15 LB. ROOFING FELT „ z in THE DRAWINGS OR NOT. HYD.DRAIN WATER MAIN .-� BETWEEN BEND & CONC. 12 12 IN 12 LIFTS = w Z n y 10. ALL WATER, SEWER, AND DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE , . - CONC.THRUST i NOTES: F 2 o REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE CITY OF SALEM. BLOCK Q J N < 15 LB. ROOFING BEND 1. FOR FITTINGS WITH LESS THAN 45' DEFLECTION USE y ,• ,.r. tD o rn 11. ELEVATIONS REFER TO NGVD 1929. • ' o FELT BETWEEN BEARING AREAS FOR 45' BEND. " ; ; �, ; . , 00 ° " r: 18 r; 6 HDPE PIPE AND 2. BEARING AREAS BASED ON HORIZONTAL PASSIVE SOIL PRESSURE MIN. GALV. STEEL 12. SEE ELECTRICAL AND PLUMBING PLANS FOR GAS, TELEPHONE AND ELECTRIC SERVICES. HDPE WATER MAIN W/ CONCRETE OF 2000 PSF AND A MINIMUM INTERNAL WATER PRESSURE OF 175 PSIG. 'm? ti +'` " . '' THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES AND INSTALLATION OF NEW STRAPS VALVE ANCHOR TEE „ ' SAND AROUND PIPE UTILITIES WITH ELECTRIC, CABLE TELEVISION AND TELECOMMUNICATION UTILITIES. PIT 2' -6 DIA. X3 NOTE: JOINTS SHALL NOT BE ENCASED IN CONCRETE BEARING AREAS MAY BE "" " ' ' " " � � '•'• "� .. • • , •.•, • ^,,,••" ' COMPACTED IN 6" LIFTS PLACE CONCRETE AGAINST THRUST BLOCKS TO BE USED ON ALL PRESSURE DISREGARDED FOR TRENCHES IN ROCK WHERE THE TOP OF THE ROCK DEEP BELOW HYD. FACE IS AT OR ABOVE THE CROWN OF THE PIPE. HOWEVER, CONCRETE 13. INSTALL WATER LINES WITH A MINIMUM OF FIVE FEET OF COVER AND A MAXIMUM OF UNDISTURBED EARTH OR DRAIN PIPES AT HORIZONTAL AND VERTICAL BENDS GREATER " ''' ' ' ' "" '` '"'1 SHEETING IF SHEETING IS OR EQUAL TO 45', TEES, AND DEAD ENDS. BACKING SHALL BE PLACED BETWEEN THE PIPE AND ROCK FACE. 12" ` SEVEN FEET. NOTE: " w PLACE HYD. ON "t = w ALL JOINTS ON TO REMAIN IN PLACE. MIN. 0 CONC. BLOCK 0 14. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES. HYDRANT BRANCH HDPE ENCASE BOTH UTILITIES WITH CONCRETE IF 10 FEET SEPARATION CANNOT BE MAINTAINED. TO BE RESTRAINED THRUST BLOCK WATER PIPE WHEREVER THERE IS LESS THAN 10 FEET OF HORIZONTAL SEPARATION AND 18" OF VERTICAL JOINTS. THRUST BLOCK DETAIL SEPARATION BETWEEN A PROPOSED OR EXISTING SEWER LINE TO REMAIN AND A PROPOSED NOT TO SCALE BEARING AREAS FOR PIPE OR EXISTING WATER LINE TO REMAIN, BOTH UTILITIES SHALL BE ENCASED IN CONCRETE. FIRE HYDRANT DETAIL NOT TO SCALE 15. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THOSE NOTED TO BE NOT TO SCAE WATER TRENCH DETAIL �,H OF r,,,, ABANDONED OR REMOVED & DISPOSED. sqc NOT TO SCALE GEwOa 16. DEPTH OF PAVEMENT PATCHES IN LORING AVENUE SHALL MATCH EXISTING PAVEMENT eau"�Hrra� m THICKNESS. FINISHED VEMENT/PARKING AREA 0 tyo.� GRADE FINISHED GRADE cmc ~ GEOTEXTILE FABRIC WITH f 12" OVERLAP CITY OF SALEM STANDARD Y-BRANCH f FINISHED GRADE • ? VALVE BOX AND COVER o ACCESS TUBE / i< .n MASONRY RING PROVIDE STOPPER ' a z MECHANICAL JOINT SEWER PIPE NOPE SEWER SERVICE EXISTING 30" SEWER iN AND GALE VALVE CONNECTION NOT LESS THAN LENGTH (L) ;'°11' :. PLAN 1/4" PER FT. OR AS SHOWN p z Oo s INLET �0 00 4 a X :•. o o :',.; •r a ¢ CONC. ENCASEMENT 00 0o°O0o SEALANT HDPE PIPE '�' NOT REQUIRED IF 000 ii 00 ' ALUMINUM ANGLE FLANGE 6" CONCRETE " (SEE PLAN FOR SIZE) Y-BRANCH \y 12» 12� \ CLEAR DISTANCE EIS » » CRUSHED WASHED WITH NEOPRENE GASKET TYPICAL NEW 12 WATER MAIN 12 12 �.� y j w :,:", ,, a,:• ONE CAP OR PLU " \ GREATER THAN 18" " ' $ NEW 12"TEE AND VALVE PROPOSED 12 WATER �y k\ 22 1/2' MIN. \' -9" '-9" +,. N� i t INVERT OF z MECHANICAL JOINT (TYP.) CONCRETE THRUST BLOCK �� �/% SUPPORT PIPE ON WATER PIPE A 0 WIDTH W ( ) ,/� %. .:. .'; :. a 12 PERF. CPP ,. , h O CONCRETE BLOCK \ • : . SEE UTILITY PLAN N po 00 v /i 0v oU O p vv o of WHEN PLACING i o0o d WEIR GRAVEL BORROW E�j0 00 o 00 oU ^(jU ( � FOR PIPE INVERT +•.• i RIFIC j° NOTES: 00 0 oC o p o p o 0 00 p oV n o0 ENCASEMENT ; / i // T/�i`t / 2 ` OUTLET 00 00 00 00 00 oU ELEVATION ' Ao A 1. CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT WILL BEAR ON � 0 �0 0 0 0 0 0 �� CONCRETE TO BE ��� 4 - UNDISTURBED EARTH. l��lr n TRENCH BOTTOM PLACED AGAINST 3' No. By Date Description 2. USE RESTRAINED JOINT FITTINGS (MEGALUG OR APPROVED EQUAL) WHERE UNDISTURBED EARTH MIN. y CONCRETE THRUST BLOCK IS NOT USEABLE. SECTION SEE TYP. TRENCH SECTION NOTE: PIPE MUST BE BRACED OR SHEETING IF THE i' 3. SIZE OF BLOCK OR MEGALUG TO BE DESIGNED FOR SPECIFIC CONDITIONS. VERTICALLY & HORIZONTALLY SHEETING IS TO ALUMINUM SWIRL y :•a«Cta", ' ••,,. r , •rr= , •',. ', ,w ;,• ",. r CHAMBER SEALANT BAFFLE FLOW DURING PLACEMENTTO PREVENT OFCONCRETE REMAIN IN PLACE. WALL CONTROL WALL TYPICAL WATER PIPE CONNECTION WITH WYE BRANCH FOR PIPE PLAN VIEWB - B CONCRETE ENCASEMENT DETAIL RIM ELEVATIONS TO SERVICE CONNECTION DETAIL RIM ELEVATIONS TO MATCH FINISHED GRADE TEE AND GATE VALVE AT UTILITY CROSSINGS INFILTRATION SYSTEM PIPE DETAIL NOT TO SCALE NOT TO SCALE MATCH FINISHED GRADE TOP AND SIDES NOT TO SCALE NOT TO SCALE SEALED TO VAULT C.I. MH FRAMES AND CONCRETE REINFORCED COVERS BY VORTECHNICS CROSS COUNTRY PARKING LOT, DRIVEWAYS FOR HS20-44 LOADING RISERS BY OTHERS o� 13.50" CAST IRON FRAME AND GRATE FINISH GRADE 24" SEWER MANHOLE COVER CROSS COUNTRY PARKING LOT, DRIVEWAYS, WALKWAYS ,. 5.0" 6" TOPSOIL SEED 24 DRAIN MANHOLE COVER mm FINISH GRADE FRAME TO BE SET IN FULL FRAME TO BE SET IN FULL o o BED OF MORTAR CEMENTMORTAR BED 12 CAST IRON MORTAR (TYP.) 0 1 1 2" SURFACE COURSE R � � w �� " „ . �;�� ,� s•. FINISH GRADE / HINGED PEDESTRIAN ��� `/ `/'`4"'`' .' BIT. CONC. 6 TOP SOIL & SEED 6 TOPSOIL & SEED � �'� :" � •� IT. CONC. OVER GRATE, H10 RATED PRECAST CONCRETE FLAT ADJUST TO FINISH 2BGRAVEL BORROW 2 1/2" BINDER COURSE BIT. BUTYL WEIR WEIR SLAB OR DOME SECTION GRADE WITH COURSES MORTAR (TYP.) I CONC. OVER 12" GRAVEL BORROW " CEMENT CONCRETE COLLAR 8'-3- RUBBER AND BUM RUBBER w ADJUST TO FINISH OF MORTARED BRICK BUM RUBBER 24 OR " SEALANT r ORIFICE FINISH GRADE GASKET (TYP.) 5" MIN. a GRADE W/ COURSES OF 2-COURSES MIN., PRECAST CONCRETE MH GASKET (TYP.) OPENING ADJUST TO FINISH GRADE W/ 7 -0 PLATE _ o MORTARED BRICK (2 4-COURSES MAX. ECCENTRIC CONE SECTION OR COURSES OF MORTARED BRICK MSCBA RESIDENCE HALL AT INLET INV. IC OUTLET INV. PRECAST CONCRETE w COURSES MIN., 4 % " FLAT SLAB SECTION ® o T� STEEL REINFORCED (2 COURSES MIN. 4 COURSES O `� ' `\ \ > COURSES MAX.) SHALLOW MH MAX.) CONC. EASEMENT SALEM STATE COLLEGE RISER SECTION (TYP.) COPOLYMER PRECAST CONCRETE `. „ �� o ° g° , /\�\ SECTIONS VARY FROM _ BUTYL RUBBER GASKET IYP.) w t 3'-0" K 3'-0' 3-10" ��\� /\��\�� 1' TO 4' 48" DIAM. HOOD POLYPROPYLENE ( RISER SECTION (TYP.) m PRECAST CONCRETE FLAT SLAB CENTRAL CAMPUS = TYP. TYP. TYP. \� 12" \\�\� PROVIDE "V" PLASTIC STEPS " PRECAST CONCRETE MH SALEM, MASSACHUSETTS /•� OPENING 12 O.C.(TYP.) TO 5 SECTIONS VARY FROM F a �• OR CONCENTRIC CONE SECTION a a. IN. TO 4 o , . b, ... ;;,::" •' r.. . r.;a J, s•• ."•, ,t.•. • , .y • �. , °&°° °° �?° ° BOTTOM MIN.' RISER SECTION 1 - MORTAR (TYP.) » „ > 5"MIN " 8"CPP ° s MORTAR JOINTS INSIDE 4-0 DIA. BRICK SHELF SHALL BE FACE OF PIPE FLUSH 48 INSIDE DIA. OR LARGER OUTSIDE DIA. OR NOT PROJECT MORE SECTION A -A I s o OUTLET „ & OUT AIFTER PRECAST CHANNEL.OLOAWEST SHELF WHERE SHOWN OR REQUIRED MANHOLE STEPS IF OF PIPE +2THAN 4 FROM FACE OF a SECTIONS ARE IN PLACE r ELEVATION TO BE AT MANHOLE STEPS IF DEPTH IS w °° °° GREATER THAN 8 CLEARANCE WALL ALONG CL OF PIPE o D sss8 PRECAST CONCRETE z » ( ) GRAVITY CROWNLEAST AOFHH CHEST PIPE. MORTAR (TYP.) DRAINPIPE AS TGREATER 10' 12 MIN. COMPACTED INVERTS 'TO BE z n� GRIT CHAMBER TREATED SEDIMENT OIL APPROX. ° BASE SECTION n ° " g VORTECHS 4 SUMP a GRAVEL BORROW INVERTED ARCH SEWER RUBBER BOOT DIAMETER/Aco REA FLOW STORAGE STORAGE SIZE L x W » p OUTSIDE DIA. OF 2" MIN. COMPACTED w MODEL BACKFILL MATERIAL 12 1 N W ED SEWER " FT / FT2 CFS CY GOALS FT SHALL BE GRAVEL o ° GRAVEL BORROW MIN. ' d UNSUITABLE BK LAID AS I UNSUITABLE MATERIAL PIPE +2 Job No. 3806. p 16000 12 113 25.0 7.0 2,1500 18 x 12 BORROW PLACED °�8£� e " 1 MATERIAL TO BE STRETCHERS & 6" MIN. TO BE REMOVED AND CLEARANCE UNIFORMLY IN 12" LIFTS ° ° 12 MIN. 1 fBgU " g° , z r r / 1 UNSUITABLE MATERIAL TO REMOVED AND ON EDGE y 12 REPLACED W/GRAVEL11 m AND COMPACTED. °� $`,woo 6 MIN ''r REPLACED W/ ;"e MIN. BORROW COMPACTED PROVIDE "V" �- MIN BE REMOVED AND 12"PVC, SDR 35 GRAVEL BORROW PRECAST CONC. °2" MIN. COMPACTED IN 6 LAYERS OPENING 1 REPLACED W/ GRAVEL " COMPACTED IN 6 LAYERS MANHOLE' BASE �1 Q�°° °° 1 BORROW COMPACTED IN 6 SECTION x GRAVEL BORROW gib . PRECAST CONCRETE LAYERS UTILITY VORTECHS STORMWATER TREATMENT SYSTEM COMPACTED SUBBASE r BASE SECTION FORMED CONCRETE INVERT DETAILS N TYPICAL SIZING CRITERIA AREA DRAIN TYPICAL CATCH BASIN DETAIL CD , NOT TO SCALE TYPICAL SEWER MANHOLE DETAIL TYPICAL DRAIN MANHOLE DETAIL w NOT TO SCALE NOT TO SCALE N NOT TO SCALE NOT TO SCALE g Sheet (p of CJ tJ O O W I 0 u_ BALES TO SNOW FENCE WITH MIRAFI 10OX BUTT TOGETHER SEDIMENTATION CONTROL FABRIC w > VARIES ATTACHED (48" WIDE FABRIC ATTACH SNOW FENCE TO lut o DEPENDING ON ATTACHED TO FENCE W/GALV. POSTS W/GALV. WIRE OR t� 11111 BALED HAY ;,�; ' N � SWALE--1 HEIGHT OF STAPLES OR HOOKS. HOOKS. ~' INSTALL LAYER u LL SLOPE AND ��° OF FILTER STEEPNESS(2) 2"x 2" ,,,, w FABRIC IN BALED HAY RESULTING OF % ���y FRAME BELOW x 3' STAKES "" o OR STRAW _�__z. , 'i GRADE AT TOE MOUND ° GRATE EACH BALE n F la : E 0000❑❑ ulnl FLOW �" OF SLOPE - SOIL � ' EXISTING AGAINST 1 l \ in ❑❑❑❑❑ • GROUND FENCE w a 2"x2"x3' STAKES 0000❑❑ t PLAN PLAN INTERSECTION (TYP-2 PER BALE) CATCH BASIN (2) 2" x 2" x 3' EMBANKMENT EXISTING (2) 2" x 2" x 3' GROUND a GROUND w 0000❑ EXISTING �` LEVEL z F 0000❑ GRATE STAKES EACH SLOPE GROUND STAKES EACH 6" M Z 6" HAY BALE �- 0000❑❑ E BALE 6'f BALE FLAW MIN. N F w W �-1��• EXISTING - .�� a���� .,' ' GROUND = - " r"" .T 'r .a< ERLAP ��i, EMBANKMENT 5,-0" MIN. LEVEL D = `o o BALES TO IS SET EDGE SLOPE I I II w 13 o PLAN 6" INTO EXISTING GROUND HARDWOOD (BEHIND) m v N O I TYPE "B" TYPE "A" OR METAL 8 - ON 0 w � � FENCE POST u MAXIMUM m , TO BE USED WHERE TO BE USED IN LOCA11ONS NOTE: NOTE: w EXISTING GROUND SLOPES WHERE THE EXISTING GROUND ` �• AWAY FROM THE TOE OF SLOPES IN TOWARD THE TOE OFa � " THE EMBANKMENT THE EMBANKMENTS CATCH BASIN INLET SILTATION CONTROL FENCE DETAIL EROSION CONTROL BALED HAY EROSION CHECKS HAYBALE NOT TO SCALE NOT TO SCALE CB-EROS Z N NOT TO SCALE N - N w " d^' / 11E WIRES A z Z o `� r TOP RAIL (L M _ • Y ^ U ( v CENTER RAIL _ m GEOTEXTILE TEMPORARY CONSTRUCTION FENCE x 1. PULL POSTS SHALL BE SPACED Z j o FILTER FABRIC JTRUSS ROD AT INTERVALS NOT EXCEEDING m o o 500 FEET. W ❑ N • r 1 1/2" CRUSHED STONE GEOTEXTILE 2. END, GATE AND CORNER POSTS = 5 o 0 0 FILTERSHALL BE BRACED TO ADJACENT (� • (n o L DISCHARGE HOSE FABRIC I \ .,i \ UNE POSTS. MORE THAN 30' (n ro o \ \n \//\ /<\ ( N rc Z �\�\�� CHANGE IN DIRECTION w w M FROM EXCAVATION FINISHED GRADE HAYBALES I I - BOTTOM I I A CONSTITUTES A CORNER) H z w ^ ENTERPRISE CENTER U TENSION WIRE Ui3 in FE 4 2�7 I PARKING AREA 3. FABRIC SHALL BE 0.148" WIRE, z w Z v � 24"f WOVEN INTO APPROXIMATELY HAYBALES r ELEVATION r "a, • r r 4 2" DIAMOND MESH. 5 v o STACKED 2 HIGH r ,; •'; I:; "'•, .;, 4 EXISTING GROUND + f;; ,, r• , . — - Lij 4. ZINC-COATED STEEL FABRIC V N a r r r••• ", ?'' ; a, r r 1 1/2" CRUSHED STONE " BASE METAL SHALL BE COATED m o N ", • , ; ::, r _ 12r: WITH PRIME WESTERN 00 CPP PIPE (} TOP RAIL SPELTER OR EQUASL o 0 \//\ i \//\ /\//\//\ / �� //\/� FENCE FABRIC WITH 5. ALUMINUM COATED STEEL FABRIC N BASE METAL SHALL BE COATED AS NEEDED DUST BARRIER WITH ALUMINUM ALLOY. TO ACCOMMODATE WORKCORNER, END OR 4 LINE POSTS I 6. FENCE POSTS AND RAILS SHALL o RECEIVE THE SAME COATING I AND TREATMENT AS THE FENCE o w 1" WASH O0 FABRIC (DESCRIBED ABOVE). W a 7. � o TEMPORARY FIN. GRD. I DIE ENSIONISICATIONS FOR POST CRUSHED STONE SWALE . TEMPORARY SEDIMENTATION BASIN o �: I ,p �tl� CF idr NOT TO SCALE CONCRETE FOOLING P 10 ;:� •`I'�cy NOT TO SCALE HAYBALE (2500 PSI) CERAM BUMNTHAL 'y o CwL ti J M2%M 10" DIA. ® LINE POSTS o �� OR 1'-4" ® CORNER OR END POSTS t SECTION 7// v 3 TEMPORARY CONSTRUCTION FENCE NOT TO SCALE No. By Date Description MSCBA RESIDENCE HALL AT SALEM STATE COLLEGE CENTRAL CAMPUS SALEM, MASSACHUSETTS a 0 0 D D w' m 0 rn .lob No. 3806. CONSTRUCTION DETAILS Sbeet 7 of 8 - - - __ ___ __AM1I1LA1L".AAL_I - - I- - : I ! ..., " 1, I I Ai!- e I F T_ / I,- .- . ,,4/1,,A I !,: ,A,-�I:,,,i ; I 1. I ::: 12"'I'l. "Y" TIT 1 ..4 ,_, - ,;( i� I -PiOl!" I ITT . .7. I I_1 .2"' I---------- ::4 I" I".,\j " TIT I I"%,):::: L -4.1 1'") -C' \ ;:: I - I I, "I *-/ . -� -Tifl), I I . I . ;R=l'. , !� : :, ".� ,� . ,.�W��; .. �S I IT : ___ = ,�e�, I !-,;):::: , I ' . .4", *� I I i. : R F -_ I : �). 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M i N N 2 C81 08 - - ( I 100 FOOT BUFFER ZO FROM cBno s � \ RECORD I-6.4 4"CLAY) w•at - .. _. _ pAsQ�, (� w o � � E PA' 1p1v 1=?.05(6 1/ ��-�5 METER I Z m •- ' \ BVW AND COASTAL BAFM I I �A�r g I SMH707 I I .. g CL \`AD L $"-W AD5 \ I 7 I �..._._ BQT.TOti{ ,'F. . • to x i )) ALUMINUM �AluKCCIASTAL LL1 to O HA AP RAMP j w of -� 19 to CID AD BRICK v w 3 CB A =5.59 o C AY PAVERS e o BC -4.99 12 R cet I I I' i o I ce m x GRASS \\_GRASS \ a o Q 1 AREA m AREA ' =7. ( I \ I ¢ I ' Z V) O 1i A 0 G GG wG \ I (A) .68(10"VC) DRAINAGE SYSTEM INS1rALIID I I I ' LLJ � N • r n R=8.60 O R=8.82 1 (8) .65(10 VC) PREVIOUSLY (TYP) + Z 10 m GR SS I R=6.97 a (A)=4.87(10"VC) / R-7.78 I ! \ I I ¢ Mk z EA G ASS L------- • UND R r R-8 66 I �A)=3.99(10"IRCP) ✓> ' = J O w o F g O A EA CA 1 8)=N V. ! A -4.71(10'VC)) I B)=3.83(10"q \ U • I a 4, v G ` ( I �B =4.49(70 VC) ( i I N C. CONCRET TELLO b R 'd`5q .� -7! .�. woo* G) I C)=4.00(10"CI) 1 I N I f. U� H o O _ J GA E 96:I TE, D CB I B =5.29110"VC 10"-D q g1 - RI D I 8 10"-DO ;1. .,-D S 85 w w M r,-- wG0 7 CVRg i 16 =5.25 6"PVC -r x - t _ c -7 GRpN1•CE• �Qa BIR58„PVC. �n GN x- ° --Q___SP 9 WG G r FCeflt I x _ A9. - Ce 7 - ALEE,iOLZEGElj I a I ' ` . . . Z U' N A B WG RESIDENCE HALL I I \ 1Z R=10.6 a S C $"-5- s R=8.13 � GU 8"-W 8"-W _g _W1 IRAN RMER Z B =6 77 8'PV D -W D 8"-W -8.26 ( 1 (A) VC) - v �_ 5 J � 0"8"PVC n z 1 A BEM A = aV 8 I -� �- \ 18 =4.66(10 VC� - - a OV d p _ r - , D DM 12 ► c6) . .59) 'VG> - z 58"PVC 8 �� 33 D p/ _w__ 1001 I �� 1-- �-� 6..P, _ 30 - _ - o .TOP OF. 0 � N GG DMH N A 1 0~ WG SP ` COASTAL.BANK co 0 s_ 8., G:b, 8.21 c a � � / G t I \ G G -1 e486 30"RCP)1 �PLAt(TEFS O , - - AINAGE 6 `INST*ED -- -- \ -- / WG -W 1Sp BVW MD BUFFER �7�u?E I I BOTTOM B I _ ,74 8 PVC) t ENOUSLY ) �6"_Oy Ex. C83 O i PARKING LO ---_ / Aoz wv ` �` BVW AND COASTI1L LWINK Y �� I I CbA$T/1L BANK $ I I 2 8 "2 a t< S � A CB GG / - Rte EX. CB AND; INST�LL Z ori °b 1 =4.39 6' L g 9 KING LO =7WG ,53 C ' �i ; -, FILL .PIPE WITH. LOW S \ CC)) D 4 D AD3 DMH W/6' SUMP " ' I GRADE FLOWAB w ?HRUB 13----GRASS 24"C , �� W SS W WG 6 =4.13=4.19�82CRC G ?2 1^ 2" I R\ D g R=8. �/ R`3 H 7 ,•.,pvC D IY > NIV DMH 1 - 7 I PLUG AT iA ts,P w u�. _ 15 i z t4-_ � a-a PVC T _ _ � _ MH 1,0-25 -` 1� ' u- A k Ce s r 1 A6fits ) i 77 55 0 SP` T 21 t m 3 I HISTORIC TIDAL = a H SVFt C o\ \ E 2 _D 9 f __ 1 " D _ _ \DMH105 3 .� _ I R 1§-INOORCED GRASS: PAVE CREEK (APPRX. o 00 N \ R-3 52(12" CP) 7. 3 - < T h us` o Ex. C C WG �� t (C)=2`rsil wee O D ATO MATCH EXIST I I I HMHW AND HMLN a 2 A@ \ \ 7 0 R , R= MAINTAIN 0 ^o F' 6cetoz ca s-- r - _ _ _ x. tt I A 2. (18 ROPOSED 3. i e ( z "'18ITUMINOU C TE 42" FE -- _ FIRE LANE (100s . Eel s 4"-W J A ' \ 1 .09 3 g S 1 - ias ----'-DMH ( =5 1 _ � 5 F. O I p � .1 ' . - EX 3 -MH ---v 2-2�" H.C. � �' - \ .n - � , 8" D-/• I A) 5.02(6 iT - �,�_ I ' Mooe� $._ FLOATABLE SILT 1 R=z2 \x 1a" L 107 R=7.$" 1� „ z celos 8}= a( C1j aNOUS 12 f :; ( � BOOM \ \' ti \ qN0 \ j 1 B 0(6` \ II = 1 1 "V,) a (b�I ETE 4'" r `P Frc ro 3 FIRE IPE ._ 9 1 CP .�' _ -� 4Ci:.RE NE ( -7 ,. �•��. - ` ' / # 4 - - `\ \ &-- ° \ 8 9 DKut1dzs 8}38 r I I 8 = 95 6 EX. RE RIPE / D =7.21 /. j I (r _1)DE 4' TL '.. : :; °S' .y . . . S l a 8 B = 1 ! PRO C �t T • k R=8. 1 C10- G a • STING TRi=ES, 36• CO CRETE G � � � TRANSFORMER \ I (A)�2.97(30"RCP}2 S D FI E PIPE B� -- - ( • ` 1�i, \ a t Y 1B CONCRETE PAU I (B)-4.40(6"PVC) g A ` p I ` ��� n NETP �E 50 FES INV=2.O \\ �� \ I (C)= 86(30"RCP) . � T 3 vi 6 I `,. WG �� P?v \� I (D)= .N.F. (SOU D HEAD BE fiN S ES) I Z�1 7�,A I $ D m ` A 8\ 1 -3 HI H ' a GRASS'PAVE 17LF 36•RCP n� 14 -� a \ \ / ~ \ P-7 9 ` l z .� METAL OST \ 7c3 J / (\ 11 O / �6 ( - �� `•, 7x30 MAN U ER N �. EMERG NCY) 1 0 �VJG 7 - . l 8' CHAIN S i l:.'. ( 4"1 QQ' \ 8' LINK FENCE / f, ' x'L ^J /j C PHO E EX X10 7RUCT10 BRIE IT FENCE I �� �� R °: -6.27 \• i 621/2 Ptc �c RESTORE ttRUG71QN- YBALES PRE-CONS TCB � /'` P i F. �"\ "___- _ + ` _ (A g4 35 10' "-W / O EDGt; OF ,. F1• /" `•',_ 'V R `)P - CONDMON OWM dt �OHlq 4�yy 4•• 16. Q�/' -�- oMH Gey ND R �-4.35((,6" 7- ff _ -- - #2 cs G�4 � ---- - -- 4 - - -- - - - GA+Et --- - ---- - -- -- - -- 4�(6-R -- -P +/p- - - 1 ALEM ATE r:`SUMP\ - CIVIL ' y \ GRASS \ AREA � • ' ' ' 12 •�,g,_ EX. C198 E GE /g - _ G. ACPRAM� - Na 29898 r RECO�t0,LOCATiON <� \ 3 �.`x - 8 - S� Y \W KING LOT ANDRI O '01 e� / UNDER T1%ILER R=8.6° S \ _ C ' I (A =51.8 "RCP T t' / �) i .xt1� / � xs" � ,}NV 2. 'A -2� v I (B�=2.9�3q"RCP) `•' '\ 6 -D- /R=18.27 \ O \Ex. 5 R�A)?6.�9 1 Y) S UNDER CAR `\ Ex ce9 / x3 i4 '� \ DRWNAGE SYS i I S s:r ,/ / M 'OLEr ADE L 6' METAL FENCE /�� �� / / / c S, ?; AROUND GENERATOR / \ ' I N \` �` --. 8 I 6.�7�8"PVC '�, -•.` \�^ ��, I Q JO '� PRIEVIOUSLY ( r.,y coN TRUCyRDN DE IS -•-" r �\ \ 3 \ h /y ON CONCRETE PAD i \ 7g• \ 4 \ 4@q / ti T /( I IS 4o" \g-- ate@; a \ N© f S fo \ sMH1o3 / / \. > .\ BgAO \ x8.9' �. ' \ R=9.95 V -�. / s ) 70•-. � s $"GLA?' �.� '� R= 2 '9.� ,, I 0 2 EV 2/03/05 REV. TO GRASS PAVE R=244.15' A D dM�ALLED B \_1 / _ / pp vii•'`�� R=9.35 4 A w \ ) ,(6 PVC ` g t0YA0 7D� CBtot i \� u� a_g" l /1 , 6" - "�+ I A - ( ) �( B No. By Date Descrlptlon L=79.65' 0 - { )-2.95(30"RCP 18 =3.7, 2"FVC C / / =18'41'39" RFc° s o"-s C =5.77ce'Pv W w // ' n ���� Bio- ' \;n %� 5 ,/ =-� \ - I o> j CB=S 18'20.05.. W ` ' \ 0 1 ` q 7 �../ / .� o j i \. ::I 1 A-1 1, 1 EV 0/29/04 N01 AMENDMENT CH=79.31' \ ` ,� ,\ �i ro NG \ / ,/` / j• ` LEGEND 'oo �\ �� I / 2_,D.' WA 1-4 EXISTING PROPOSED - �o - -- 13 / x19.9' , � � 2>.68 \ 11?:4�'LES UNDER! DRAW MANHOLE �' ,� S EX. t S J'.u; BANK 7 TELEPHONE MANHOLE / ' ! EB ® DOUBLE CATCH BASIN/CATCH BASiN 3 �� \ R=1 .53 xts.a' ' 1z 1- - MHW- MEAN HIGH WATER LINE (MHW) / �' s / }} ` x,{6•. / S a 1 e m S. ♦ x,6 a' 1 �\ ELECTRIC MANHOLE FL000 " eouNpARY N r�Q / M f' �� I ✓ 'Z� yy�1 M MISCELLANEOUS MANHOLE / J a ; / / CP x r A * E c o i i E G E O MEw • MEAN LOW WATER LINE (MLW) UZD" N 6 4 4F, �� \ �, 18 % •CCF � SEWER MANHOLE -NMHty- HISTORIC MEAN HIGH WATER (HMHW) / fV 2445'3 ., 5 ` T -3' HIGH `� ) . / GATE U R_� U 1 / SNO STORA MISCELLANEOUS GATE f W / C.VAL j METAL POSY,,, -1� t2' 22 . D S.F / GG O GAS GATE/VALVE HISTORIC MEAN LOW WATER (HMLW) / / oti l ' �t '�JQ�12 -� � WG o WATER GATE/VALVE ii6 %� ,�' ,/rjJ/ �--� 30 . 5_' c.� _A G sMHz / 2 I -I i� v \ \ rn C i = :9 5 5 ' FIRE HYDRANT 0 TIDAL SALT MARSH PROPERTY LINE 4 7s, / / �• , R- / U D 14=.e/ •, ; ' A)=2.84(30"} 30"-S' t5. 5VB d SPRINKLER VALVE BOX 4, m �t7 N 24° i y(y� 100-YR FLOODPLAN x x•30" W f^J is is ,6 1/I (B)-2 89(30 _ _ ' 9 \ SP o STAND PSE/PN xia. x 5.8 / \ UTILITY POLE ° HAYBALES/SILT FENCE 8 3` N 51'20'15" E -->- Og''M ' 6„ LIGHT POLE / o 11.51' `6'N 52 4% p 3p" s1 \ o- FLOATABLE SILT BOOM �Q31 l / HH �7 HAND HOLE -LI ij �;' N 89'10 7" E `�f' MONITORING WELLS PLUG/CAP ABANDONED EXISTING UTILITY 36 423 20.00 7.48' / `A ,: / tD X24 \� M5GBA X330-025AL TCB o TRAFFIC CONTROL BOX , N 38'39'45'" 'td s, 6"` . � I N � �' cn x15.5• � WOODED AREA 6 EN FENCES• TAKEN -�, :,� WCR WHEELCHAIR RAMP FLARED END SECTION (FES) rs s :� 20 - .t / / / FROM vH6 Ext IN CONDITICAQS PLAN X10 Salem Stats College Central Campus CLF CHAN LINK FENCE 6"_s_ 4 / /' , ` RCP REINFORCED CONCRETE PIPE 0 NETPAVE 50 GRASS PAVE R=zo a3 S0 - gg$�$ 1g to D� = �/,�1.N Improvemente s\ 1 A =tz.7y x5 r9,7 19.64 F 93 / .), y// LOP) Avenue FES FLARED END SECTION 6 'c I B -9.26 rs-5s c • I ' \� #° / / \ R- RIM ELEVATION EQUALS PROPOSED DRAIN LINE sic =s.34�s';n ry ` �--�_ .-- a / �.+ .\ i / - b.. �t • / Salem, NFA • PROPOSED DRAIN MANHOLE 2p''>�� `-_`� _ �/f//�/ 1$$' , ; ' r .'* i pg �� x14.7' / ;L' tr, D" I= INVERT ELEVATION EQUALS O DMH \. - _ (� 7#'_75 �. t' or D' ._• a _ _ W/UGC WiTH UNDERGROUND CONDUIT `0• 1 6 D� y F, G yM1 A f _ '16° H za W�19.o2Sy / 06;� r / / i h V - SITE 19 VEIV UTILITY 48" DECIDUOUS TREE WITH TRUNK DIAMETER R=19 8a ---_1s. 8 �/UF s o I PROPERTY LINE , ; CB=N 57'40'41" 1_17.49(6"CLAY) -� l F ' GH=so.a PLAN Y' CONIFEROUS TREE WITH TRUNK DIAMETER kc v 2 6,yr 5 +' R=19.66 CONTOUR (INTERMEDIATE) , ° x13• •r SCALE• X9.85 19 �- IR=((A -06.29 6"CLAY / CONTOUR (INDEX) 10=30' 'r9 22 !a l (B 15.58 ;2"CLAv) \ ] - PLUG/CAP ABANDONED EXISTING UTILITY 30 15 0 30 60 :,'�,"f �_ ..{)� � / Job No. 3806.3 --D -- - DRAIN LINE - - - - PROPERTY LINE -RD--- ROOF DRAW R&D REMOVE 8 DISPOSE -'-- SANITARY SEWER R&S REMOVE 8 STOCK -W- WATER LINE C&C CUT 8 CAP \ pcJ GAS LINE (' I' CAST IRON � -T -_- TELEPHONE LINE TYP' TYPICAL -E -` ELECTRIC LINE INV. INVERT COMMUNICATION LINE EXIST EXISTING '� / Sheet I of 2 ' ;W a Pn TOP OF COASTAL BANK co EXISTING GROUND o 0 FINISH GRADE CAST IRON FRAME AND COVER =00 N 3"x3" WOOD/PLASTIC - -�--- 10 BOTTOM OF COASTAL COMPOSITE MARKER ' POST (7) REINFORCED GRASS PAVE OR 6" <'" �`� HTL=55f MHW= B NK . MINIMUM LOAM AND SEED. SEE PLAN MORTAR _ FOR APPROPRIATE TREATMENT. (� ) 4.4t 17 LF 36" R P 24" " ' II WHITE MARKER ROWS (TYP.) BUM ROPE 24 WILDFLOWER SEED MIX "`^ < ' GASKET (TYP.) -- . RED IEND SECTION F A '••'; .` ADJUST TO FINISH GRADE W/ MLW=-4.5t . . . . . . . . . . . . . . . . . . . . . . . . :_. : . . . . . . . . L . -.:: COURSES OF MORTARED BRICK 2 NETPAVE 50 PAVING ... SYSTEM FILLED WITH SUITABLE Bf1CKFlLL MATERIAL PRECAST CONCRETE COURSES MIN., 4 COURSES MAX.) d I l I I I til I�1 II III I SAND/PLANTING MIX t ,: ;• RISER BECTON (TYP.) a a 7" MIN. -10 `\\ \\�/ SECTIONS VARY FROM o 3" LAYER OF " " .. 1' TO 4' > PRECAST CONCRETE FLAT SLAB OR CONCENTRIC N ANTING MIX 4'-0" DIA. CONE SECTION31TIOm 2 � /\\% o ° a GRAVEL" COMPACTED 36 OUTSIDE DIA. 0+00 + 0*50 INLET OUTLET OF PIPE +2" A A TENSAR BIAXIAL GEOGRID 6"J CLEARANCE GEOTEXTILE FABRIC 6" MIN. 3/4"' CRUSHED STONE BEDDING MANHOLE STEPS, TEPS MORTAR (TYP.)BX1 100 OR EQUIVALENT SECTION A—A U g n v, HORIZONTAL SCALE: 1 "=10' Z PROOF ROLLED SUBGRADE TRENCH BOTTOM MUST BE TRUE AND EVEN — a m TO PROVIDE UNIFORM SOIL SUPPORT FORcn PROVIDE "V" OPENING VERTICAL SCALE: 1"=10' rn � a THE PIPES FIULL LENGTH. U, N c n n m 12" Z Z O m < PRECAST CONCRETE 12" MIN. COMPACTED a M o S BASE SECTION_ZGRAVEL BORROW OR !" W m z n w REINFORCED NETPAVE 50 SECTION DRAIN LINE TRENCH DETAIL CRUSHED STONE BEDDING w o En NOT TO SCALE NOT TO SCALE e s" MIN. Rs RESTORE RIPRAP Z m •o v �6'v BANK PROTECTIONZ ? o M BOTTOM OF COASTAL L1J a ANK N 0 COASTAL BANK m M Z M to UNSUITABLE MATERIAL TO BE 10 = g = o 0 0 REMOVED AND REPLACED W/ GRAVEL BORROW HTL=5 5t (U co - COMPACTED IN 6" LAYERS MHW=4.4t - w LU ' PR POSED 36 - Z a N 0 --fLARED-Eltj SEC11014 w to INV.-2.0F5 O a DRAIN MANHOLE W/ SUMP MLW=-4.5t . . . . . . . . • . . . . . . . • ' ' ' ' ExI TING 4Y ' ' ' ' ' p E5 z NOT TO SCALE FLARE® EN SECTION W -10 INV.=2.0 co a 2. 8 18" SNC) APPROX. 431 SFI I I '; �' ' ' `� REINFORCED GRASS a 2. 0� q CVJNC) PAVEMENT LOCATED WITHIN! I \ I I' . . . , . m HISTORIC TIDAL CREEK J ( W a ' I BOUNDS p� I �. 0+00 0+50 N PROTECT EXISITNG " ' B B 9 DMH10 SECTION B—B NOTE: STOCKPILE EXISTING ------------- HORIZONTAL "=10' RIPRAP FOR RESTORATION OF RTIICAALSc�•11 10 " EMBANKMENT. r R= 3"bC3 �i' MPO�I v > 0 N C :4 r '�' r IW �s�6 42 T :::. M� R ST /..::::::::::: :::: 1f TEMPORARY PLYWOOD ' GATE :,. \ r BULKHEAD I 4' WIDTH 66't o ` \ FILL WITH TEMPORARY - FLOWABLE FILL LATERAL WOOD 12"So x 5•f BRACING NETPAVE 0 GRASS EXISTING 24" OUTLET/ INLET !'r UF 1,.,, 69f PAVING SY TEM WITH MARKE `iZ WS_ — - - -- - _ --_ __ ---- ------ - ---- --- ---------- ------- -- ---- --------- -- -- --- - J= -cEauorL ' a ------- - -AT�'ERItvIETER—� .,_ -- -- ----- - ------------ -- ------ --------- - - _-- -- - -- - - i S BLUMENTHAI. R, s• �C MECHANICAL o cml cp ' PLUG fJ0.z�sa SLE U ER PROTECT EXISTING TREES ` s, 90 9FC1 � CTION EBRIS , r ? ,� 2 EV 2/03/05 REV. TO GRASS PAVE REINFORCED GRASS PAVEMENT LAYOUT " wooa°�o No. By Date Description 1" - 20' SCALE: 1"-20' I EV 0/29/04 NOI AMENDMENT 1 0 BULKHEAD DRAIN MANHOLES f NOT TO SCALE Salem t T A T E C O L L E G E OPTIONAL SLOTTED TUBE CONNECTION SEAL ANCHOR COLLAR TO BANK FLOTATION a o SILTM r+<," WATER LEVEL MSCBA 1133"25AL COATED STEEL CABLE — Salem State College Central Campus UPPER OR MID TENSIONImprovements MEMBER .�� � SKIRT DEPTH AS REQUIRED " f/' o o ti -�� FILTER SCREEN nue BY TIDE - 4f Salem, MA ,• REINFORCED � �. ,• .ry ,. R, .,,. VINYL FABRIC CONSTIRZTION NOTE: SILTMASTER TYPE 1 CHAIN BALLAST >75TAIL5 DREDGE/TURBIDITY CURTAIN/SILT AND LOAD LINE FENCE OR EQUAL. Job No. 3806.3 SILT BOOM NOT TO SCALE C � 2 Sheet 2 of 2 R=1 i 435-4"PVC COMMUNICATIONS LINE, I (A)=3.47(30"PLASTC) 7114 ABANDONED 27" SEWER PIPE I (B)=5.23(122-"PLASTIC) " 1 (C)=4.71(12 PLA R=11.14 - T STOCKADE rcld E F,' 1Vr' #13 - - TI - K �#^L F =3.8 PL �T = ,✓t EI _ n- I (D) 3.45{42"PLASTIC) (E) 4(24 C \� Uf'',"'R F dG. --� x= 'N/LIGHT , ' (A, 5.95(1TC') r R 'D 9 S 13.9 6 „ 4" 4" x 4" 4" x *T� 8r CPA11J LINK N/UGC 8' CHAIN LINC FENCE S (B)=575(18"PLP,S C) 13,,E / L91gT OF 1110 • GUY `" '+ W LIGHT o' CH IN LINK FENCE HA1N 51NR ^ ,( 12.9 1�,g _ „ .p( , 11 I 1p 3 8' CHAIN LINK FENCE 1_7 • • 75 x ( '-x rt�-n: ' 1�Ye�xx- ll�x n /t*J' ll.�ri x n* _ � � .� � -1; ,r-•.1--~ x r.�-sR x r Iq,.t \ ^.. '� 11 3 11. 42 11.22 1 .17 1 ') _ --- �2 7 7 \ 1 94 -',Z ?,7 -fy Z C, C 7 7; G !•--�.�,. 1 '1.? 1 1 1 1 1 _ 11 :. 2 ^ ^" _ .9 v ,�(�7 � BITUMINOUS BIKE1 c� .,., . ^• BOLTED C, P , 11 r,6}-� �� 18'P C, 7 BN Ut.11NOU5 BIKE P,.TH _ ADJUST DMH, RIM=11 11 1 1 �)•� 11.9 = 41��3�/ 2 � t� r� 61TUMINO S 'V1ALY r. .:� - n .. r R=11.23 E 11" - r �,R _r r5 + .1 r 7 r-�� + _.--�f3 E 1 5 \.7 @`7 \ G 1'7 = 1 47 - _ r_. / 3•-' D {REC)- - 36 - RFC --. - / \ •� (REG -36'-D (RE .. 1D r^ _ ' �tti R"..:. - - . p=,, 49 .. 3: - 1NV.IN OMH71:4 =.5.9 st 0 . 36"_. . _ -'6'�D W °12� E... C9,✓ EX. DMH9 P ,•_ _ U �' � - BOLT SN _ to 18 D �� \ t - _ - > o _ 1. . V 1t. _ a 10 c s `. . CB . nwYz) '- C Ito -6.87 18 PLA - - = - Ex B1 \, .- . ... s v • - ---_} M .J .. .. S/7 ( .. nE�kf?JI3€Ft-1 10?2 _ o ._ ._. _ .:.. ' =.� - �,••_ 1 =6.9 1 P TI 0 1 O . , ,. .. _ .• C> ., . . �..: �4 D t"r'1 ✓ `CB1 L- (B UCTION ,1 B .�. . R.ASS : ^ -�� <y ARE?, UND..R . C.ONNEC EXi&pr1G .. CBt . nRE N }' 74 - .nom n. - '9 < 4 _ / � -10.04 � , � 4 R f TO. CB ., t _ . . . ., ,.: . .. . . . .. . .. . . :. � „ -. .,16•?-.PL,.,.� �:, � .. :�::, � ., . :•� . . . ,, .. .,.:. .: x e R CONSTRUCTION,TRUGTO,! » 12 A PL, _ , _n \ _ . . .,� _, - . .. ... . :. .' � ..J IN CH115 -6.0. . . .. .�..�.. ., ". .. , . _ . ., , . .. .! {= r P. �� TG I 4)-� �i42 F1UAG) •11'.e.. w I A -6.45(18 PLASTIC) _ + .. .41�� • . r,, ,. . .. ,t : : . . :.. _NY._ (, ). .R16 =�,g�ppF..P1 ,ter } ♦B). .24(2+ P. ) -13x3 I, • x y25.o0(18 PLAT L) Fr 127D }.(. I- . .. 1280 r 12.4 I �6�=6.26(18"PLASTIC) RIM- 1.5 13,00:' , -. ,a 72(E . 80.' L rE - .41jC2:PCA5TiC) 7 (C)=7.18(12 PLASTIC) _ _ - SS ltu: &r)_5 4fi24 FLaSTiC;' 12.59 13 . 11.7x :,'.` ` . INV.OUT= '} I 1 I U1 ^C, 0 1 C , IJn \ FGRASS - + 12.10 , I V 0 T- ' 1 T R - 0 10 -15"CPP 1 IN � n - I N' AREA � BUILDING i ' '- ' ',� �..: .,: - - BUILDING 1 _ 13.3 = _ is • '6" - > - b N G 1 1PJV 9 .9 4 x \ I RIM O - M V 0 G J' 1 F ORD NV •.r e t k C I _ R- .48 �1• �- 9 C I x � ) 12a _,. } . 4 1 .80 TE :., r r 1 ELS x .. � ., ;. ,.. .. ..•. .:. . . . . ...... 11. 50 fB =7.4 ':O! - ..` .. .. . . . . ... .. . : .. . -. . '- 1.� +1 2 : 11.4x 9`' G h.7s{PH) J T 24 1280- B' SIu .:' . : ' + 11. 1 6 11 6 31123 11.55+ ° / o 22 .12 � rL G GRASSi 4 - $ad RECORD :... ., . . I � m �9e36•:".-c . , _ / (h . . ._ 11 '"`•- .: ?`.:: . .^ . ' O,OMH .R71�11.4�. .� . .RIM-11. .. n E . , =;:05 6 N .. .15.AS 'b1ETERe. .." =, . .: • : - , x 11.7 (D ( _ �: �:�.. .. � . .I„• � ,:. .... �-' ; . �:: . ... -:._ . °. .. : .:;. ..:: , : ,:. MV.IN 91.. ,,�521f=1Z°..PERF Z 11.4x '�. �� : :. • .:- �. � : :: . . -.- .0 :. . ... .- � :: •. .�., ., .. . .. . : `.<.,� �.. :� INV.IN(C6,11r7O ri �� 152LF. 1.2". PERF. CPP ��. (CB 09) 9 : r Z i : . .: 1 G x _ - 12.9(1N - ___- '.. .: ..' ->. ,. , . . .lNV.1N C8112--:7,0 .. ..INV,IN OB110 -7.10 } .. t ns RIM-,1.11 p : • . :. 1 x NV „-8.g L.r �•( 1 .,... - , ...: . . . -.. .. .. .. . .•. ... .. .. . ._ . . . :. . � Z 1!9 1 9^ I ... AA!11!`11.)M .r - IM=1 :'::3 WIDE.:CRUSHED - _ • �l , f G V = .9 x1..0 - I + .. - r ..- _ . . .:.. R 09. .`IN V.IN bMH113 =5.4 :'INKOU3(bMN119)�_6.1' ` !J J J 1 IN B 8 B 2a 1M �F RP MF:. . ., _ _ ( ) ST ENG TYP. . - m H f R- 1. INV.QUT .7.9.. _ ! V x , 11 r ..... :' . ' ' ".,, .: 'T:6 - `INV.OUi EX.DMH7 ..=6.4 . .1 70 , '. c 11.5 2 .TA) " _ ' AY .. , 1 { .. ) 2 XS CPP WYE.' +. + \ 7.7 t m G 12.2: F3111.:}. 4 . w.r .-. .,.. � .. -. � n r :. .- .. � CB - Av- Z C 2P.., .: ..I: 8 -5, 4.4 CSAY :, . .. .. .. - ' INVE g &"JC vi _�:z,.. f 1 a - - -f- . ._1,7 , . :.: . .. r = •• •. -':. 0�1 1 + 12.50. �U�IN. -��;�; � t �. � � . . .. .. _. .. .. . ,. •'. ,. g5p p + 12.50 + 1250 1 ,10� fiZ^PERF. CP ... GRASS GRASS 1 d .,. � F . .. .. ... _ , . :,; _. .,. . � ... �'105LF- "' PERF.'GP O 1W) t \ i ..RA S 4 0 , . : ''.'. ' l2. P....: _C W O E A 4 - - . ,1•Q. . .. "R=7. "105LF 1? : PERF.-,CP.P .:�. , ARE . AREA .. w 4'r �� _ .. . ..: >-. .. O � s - - E, - 3BJ . .. .... . .. .. .. . . . .. :. . . ..t.- I1 // LO S II,Sx ,�., I2 •. ,w .. is A' � 8.t0:`V„) - �� � � I ~ o r1 t } Q N N RD 2 I' CO • v. v tE •r � � m �t� - 5 0 A 6 c i �' • G x I. ' B' 4 G o 8 60 - R. ( �N 0) L G 1 at ,9 .L 11.. 11.7 I7` x � ,1' . S 11.9 --•� 99• 8. 9 j'. 73 C \ ' t rn .l. 8 a / rn � , \ 0 t1: B / c ,{ f 8.6$. ... ( �:. qQ; J � RIM 11._6 v � � PRASS. ., c^1 . : :� ...� : �• :•'. . )�3 .911 . G. ) . -, z xaa AREA � .. ... .. .. _ .. - . G. : , , 1 _ ^ �. �- W op s -� . . .. 'VG ) ='FRIM 11:0'' c a`• wv A=a.s � r o C a.REA: .. : .. ..: . - . . ..... . . . .. . : : •. . . . 1 {B), .�.. .. .,. = s3(1:o•�q, !7f � rz, INV B 8.8 A CONCRETE 12 1 . GRASS i as C c C VAULT �p� R B .9.S -1 AREA .. ; ,. ETF �, .. . �_5 �.-,. � . r •r. : ' :. •'. r B INV OUT ,. R .He �. � . , X y. tea. 8g a a w d< �� . ..1:. .,..�. . I'0''rD '..., 11.80 Q w o w w \ G.TE g 1919 4 q.40 LJ A)=5.2 8 TE U g 1 7 0 11.2x R 10.0714�1 9 ((8)_5.25((6"PVC e- T /I1 • • • • • • • • �7 n6 SjTE U 5 B I (C1-5.25`8 P`•!CI 6 • A T\ i �� 12.2 r tZF 1n: w 9. - " . . Z ` S < 981 ?.�4 °0 r v BBS R A O C R= 3 � ;1 g TC J:5-' I � r, ONC n O a: - i O r. •,1 < A-Pa LT 6 A =6.40 8 CI S „ ( a A�=4.20 8„PVCCpl B�=6.77(8"PV � ' .. �-j �: : • . ' e � �' r f f .1'• -d `t � " � O o = G O _L.. .I C =7.01 4"V BC 8.2 V.IN DM o 2 0 -� I H 4.25 8 PVC A � B R=1 .79 -1 a D =6.3816" C �j, Tc 1a.o 9•B � a "RCPTCh.49€6". V� kl,: D • �+ 8 + Q p 3 I A -2.69 30, \ c;� 2.6 G BC 9.5 INv.Ou B S 0 0 3 I �B =2.7930 RCP) a A ,V•,{Py 1 I a D . : +105' :105+!' .. is . _ '. _ �y TC 9.7 BW :11 55 1.fiRlu�ti u) o P I d F 8:2T:� '' 77': a 3 ooss -e .:z 2 -10.84 I7 S ✓�- . 6 _2.86 BQPRCP}) TE ,/� . s QRS=y ...,V _i�..' ':_r' BC 9.2 V 24 / B' D � a PARKING 'LO •' 11AV,OU ., .OS..,?;': ::. .. , , / � m C =2.84 30 C€� 12. d A S GG :ADJl1Si,ARF/c DRAIN &' ' .N• . . ' 9 o D =4.39 6 CL 9 AR IN L T 1 .'.INy�5.9 S B = .5 C T 10.0 DOWNSPOUT TO GRADE T ' A1CH I C8 • : 11'`...' •' ' .'RIM 10:0 - 2.57 OS RUB 1j ASS R=B. 1�y, 9.5 G Y A 1 1 0 0 G C)= .13(12"RCP) r O =� 7rP) R=8.7�JT :_ .. ASPHAL SVB \� t ,.7 - JCR' 7 �N�T, E12GPDr , 9 , 7..6 ,WG =7 Ol 32( <'P.CP) 7 3 S.M $ o. )�V=D .. i I J rn g R=3.Fg 9• '�' IM 8 `RE 3. _ g .6 8. t`?) INVIN C6102 6.2 '• NO I ( 3.89 12" CP ' �3s / etos A vC11 FFE-141KIIii ­ - P ) (�- ) 0.50 5o F-TSS"E�><J A a� VC A - 12 PVC �• R=9.09 v, B , rrNr F RIM=10.0 FILL BEL SOP "I 'RCP) I (B)=3.37(1 PVC) 1 D .7 DMH1oe C }�!0 A v1 INV.OUT(DMH107)=3.33 J 1 '24'• ° _ „� c r.n ;9 N� PAD CO CRETE F nA _ RIM-t0 9 -S•4 oDEL c R=8.-, y ` c 3 \ INV.OUT=6.0 Q - .3,, P�rl C -2.80 1 "RCP )_ 10.3 }�nt 12LF-,2" CPP (R)M=8.1 ( ) 1 7 Bd1.00.- C 11. h ' v CP EL 91 RIRt=10.0 INV.OUT=6.1 INV.IN(EXC610 361 J t too0 nl �� ) p ,- RIM 28 77 I A)=4.18(6") INV.OUT=7.0 INV.IN(DMH106)=3.,9 8 0 r 2 1 �B)=4.25 6" 12LF-8" CPP ��I!7l 2a - 46' r, \ ( S 12LF-8" CPP INV.OU DMH108 =3.19 C P.CF 1" 1 / FIRE PIP g B42% (a)METAL I I ) , \ ( 1 + 11. 4 wv.ouT= MH,o 1=z.oc ti SEWERAGE PUMP- + C D n 1_ POSTS �, 74 j INV OU '�..,1�'.iJ9 °- /\ 0 8. DO'. - 1• \ ri r - rd ou o o ERI WCRT'�\I �. .�..__I I' 7.r - ADJUST DMH. RIM=10.7 ENTERPRISE CENTER _ 11.70 :- ' _ CP10.7 - I /B� 110:03 - CORE NEW HOLE rr �1.1.80i Ir,_:rINV.I arotu,8j ('+110 d S / + '? 9 RI �r , .. - \ :` .._ ; TP,Af2SFORM-R \ (A)`2.9?(30'RCP) 1 _I1�-�1I•I(�. _) -- -- r 0. 4 : 0_.1 ( �% , `, "'' T� Z N CONCRETE PAD L w ° ( 1 8 1 - ° I (B)='F:.40(6"P`JC) B A `` li \ INV.OUT DMH106)=3.8Z. _ - ;� ''.EL.� EF J TW 12.50 .� 1 :, Y $ INV.I D 09 =�y -ta - 2 {C,_286{30 RCP) o0 IN DM OS)-5.01 1 80 PLF (SOU )D:#:ARD BET"NEEN STRUCTURES) 1 i ` BW 7.00 .. 1 �_ H707)=3.01 .,V �. C 1 30 + + ,r' / I 1 % 3-3' HI^H10.2 - 1 xi,� - -- •l -.-. �2;',c3+ BG 10:83 17 IN =s:s Il c,,. K q` 1 -'�) \il ' ., - ��. .. i ;` 1,r�i�jiA '� ^. - MAINTAIN EXIST. CB +6.60 ;`59 _ --- l- -d _ _ INV.I (DMH102)=4.�y7 ADJUST O GRADE Z`!)=141 _ T 10. r' : 11 /1' / i�-� •.t PH C _. _. ._ T RIM=6.4 / -� v 8,` H C RR a; ,-_ 5.10(10"CI) c 8 '` R .4.7-(5"RCP AREA X23 19 /vry O (n' , OVE'R aaf CHANGE CB TO DMH J *zI E GE f J TRASH 9 A O DUM14PSTER 4"-p �RFADJST TRIM GRADE10$ R V.71�A)-4 82(6"CLAY) / / / ` _1 / ' ! ✓e FY n,_ n / .. 11.38 42 �O .�� ___-_�-,\ 106 (B'- 3[4" Li Y) \ 9 i - - ` i3 rt '„Ib,� 1' ;�' � - C 12.10 B^\ I (A)=2.83(30'RCP} - 1 r TcEL J _ r^ I (B)=2.93(31`)"RCP)It, Ee POST �+ r � � ''•rte' R=18.276' METAL FENCE R(A 6.49 10"CLAY) 11��AROUND GENERATOR B (H�=627(8"PVC) U u CR I 9 10 t4 �' HOLE DE ON CONCRETE PAD 9\70 0 \` - --- NSTR Al 8 CLAY P- o 6� B 6 R=9 29 A SNFL STOP`� ,O oYnl i'� �8"•�AY R=9.35 B 1 0 JI 7 t -12 TC 15.50 I B = 2"PVC 1 .2 pu 8.11 BC 15,00 14 y C 77 6" / ' J C t (a)=3.10 0" G14.5 BC 13 GRADING NOTES 1ti S h .HOLE .UND /{,� 1 . Contractor shall verify all existing grades in the field and report any • � O BG''14.48" o'R'e' ?K':: ..::.,: ', . '. ��.'.' :., :,,, � , �. � �: .••:t:•�,•- �1 discrepancies in the site survey prior to starting work. r ' • - 4-12• �, A - 4-27-04 PERMITTED CONDITIONS �'S / R=1 3 � � '1.�:;i' x16.8' 1 1A 1 .._.; x,8.4' / x11.6 I ' 12' 2. Contractor shall blend new earthwork smooth) into existing, providing �k ) r 15' ,e-�/ �� r✓ No. By Date Description vertical curves or roundings at all top and bottom of slopes. R15, T1 TA .P. Sl' : 72 •i x,5.2' 15" \ 3. Any area outside the limit of work that is disturbed shall be restored .' '';` .. ' `- ' ' 12' to its original condition at no cost to the Owner. 16 ::.�•' >;: c ,Y 6" A 4 k .x . �... . ... .. �;• :;: . :. : y.sr R= .29 S B 15 u 17 / .k: :, t0 ,. . ; "wk A)=2.84(30') S 5- 4. Pitch evenly between spot grades. All paved areas must pitch to } 16 t6" � 1 (B)=2.89(30") <9.3' drain at a minimum slope of one-eighth inch (1 /8") per foot. Any �'., x14' x15.8' disperepancies not allowing this to occur shall be reported to the Architect prior to continuing work. All walks shall have a maximum 20,.31 longitudinal slope of 5% and a maximum cross slope of 2/. zo � 36 » �T. x`0.42 v ,� . 7 �:��^.•,�-��,,y 24" 5. All proposed top of new vertical curb elevations are SIX inches (6 ) y x15.5 WOODED AREA © NGcEN FENCES TAKEN 0 c yt` 20, FROM VHB EXI NG CONDITIONS PLAN / 0 above bottom of curb unless shown otherwise. C s B r5 2Do 4 / x, .r :. SCALE: R( )0_43 7�(5"CLAY) 7^ 8g 9�4 � 19.0 3 �� 0 10' ',4d a+:' L` 40 20 1 0 20 40 6. Where new paving meets existing paving, meet line and grade of 1 (B)=9.26(6;;) 5 1g.59 �i -)G--' fns"' existing with new. I (C)=9.3 . 6 ry r97s�rt /% 2p2> I-OR/, 2783 ' •39 \ x14.7' �•,b 1e. � +•-. 7 7. Backfill both sides of walls evenly up to subgrade. 2 •n ® 6"-D- q � oos o'�•."�' R=1s.ea rs' -mss e zo VE'�lJt ' , MSCBA #330-02SAL 1=17.49(6"CLAY) ° R=1x.66 : Salem State College Residence Hall GRADING LEGEND : X13., Loring Avenue 2 ? s PROPERTY LINE TS TOP OF STAIRS ELEVATION rs. 2 ° 1 NH =1s.2s(6 ':CLAY \ ,;,," ( Salem, MA I B =15.58 12''CLAY) ° 19.22 LIMIT OF WORK BS BOTTOM OF STAIRS ELEVATION ~ ma , PREVIOUSLY +� PERMITTED 100' BVW BUFFER ZONE BOUNDARY TR TOP OF RAMP ELEVATION CONDITIONS SITE PLAN iu CATCH BASIN/ DRAIN INLET BR BOTTOM OF RAMP ELEVATION ,lob No. M2243.00 TW TOP OF WALL ELEVATION ---- 10 EXISTING CONTOUR BW BOTTOM OF WALL ELEVATION 10 PROPOSED CONTOUR TE - TC TOP OF CURB ELEVATION FFE FINISHED FLOOR ELEVATION BC BOTTOM OF CURB ELEVATION + 11.50 PROPOSED ELEVATION Sheet of NOTE: MANHOLES NOT SHOWN FOR DRAWING CLARITY. REFER TO C-1 FOR LOCATIONS AND ELEVATIONS. C)=4/7 I VC D�-3.45 14?2'7PI I E =3.84 24"PLASTIC) -:IP As n, L F=q.Bq Z, l3UY 115 I- � f:r-- il 12 77 2 75-1 7 -7 PATH ADJUST DMH, RIM-11;9 + VI BOLTED - -_---f l T7 1 1 1 :42 D____ 11,AB Ny'N(na3lall -l 11 �3--_ ­q.___T I---AZT-.. -U, �11 , �1.4_ 6 1. 7 1 1- - r, l',� - '--D SR TfftK D (REC)- L 1 r 71. + 1,50 I T 80 BOLF TED 'VIA 13 N+' 24 g 7`e 4A MH .��Tli G A I" N 9. 'R TI,:1 11 .56 WT Iblir P,I*SE TW REV§W 4 PLAsTG)_�`- -PLASTIC) ARFA 4 L R-10.54 'PLA' I - 1 , I: _!NV!m"PI I 16,? 1 (A)=6 451 4 1._5L •tlp'r1 (B)=6.26(18"PLAS-n" IFFE LOADING DOCK 12.55 12*T " 60(18"PLASTIC) 1.5 Q.NI c �10(6`*PLASTIC) I (C)=7.18(12"P1_AS1I(-., HP 41'r2A-PLASTIC NV.OI�/ 12.50 Tf + 12.1 Cl 105 5"CPP le GRASS le AREA BUILDING I far=- z 2 S RI Il I I.,+ BUSINESS SCHOOL + FINIQH GRADE CONCRETE PADS F 12.5 ___yor 100, lb-3 IUX THAN SIL TO BE 1/2" LOWER NRD FF DOORS APPROX 9.89 R=9 4,8 El' 7)5 64T PI 10.25 11,5 J (TA 1 1 Al I I JCIV b 1 11.55 + sr= 11,4x + DMHlIz DYI L 4 OMH, I i . I. 2_� - I GRASS + RECO; r-I\,--t I 151LF 12" PERF CPP` NV,1N(C8I0q)=7.0 - 15?LF-12" FERF CPP �-,',\ INV.IN(CBIIO)=7.0 INVJ (CfI112)y:.7,0 INV IN(CBI 13)-7.6 INV.IN(DMH1l2)=6." INV CRUSHED !NV A= 4=1.0.9 INV OUT(DMA1 14)=l 1140 D 7' ILS V�OQT-T9 11.6 INV.OUT(E,X.DMH7)-&.4 -,ONE TRENCIAjT.YP;) HPIE,-, i� 12"X8 + -t- R IN + CPR WYE El 12.50:1 + IN 117.ffib N U _Itil j + 12.50 + EX. FLUSH CURB GRADES AND -71 105LF-12" CPR AT 3 EX. CURB RAMPS, MET QiF!A'FPERF CPR PERF IN 4'.16� SLOPE APPROACH PANEL JiFi 12.14 ENSURE POSITIVE DRAINAGE TO t GUTTERUNE. LO 3* OVER 6' SO THAT 7 7S 15 TC 9,75 + I, EX B .07 631. CB-3 MH-2 11.6 :71(.1 Cl CURB RAMP ELEVATION EX BR 9.40 EX TC 8.96 6'0 1 -,,B�=3 85f tl I 1INV.0l. RIIel 25 RIM-9.5 r3 • U CHANGE IS 3" EX SIR 9.63 j *474l A# rn BC 8.70 V DMI 13-03 1263 V DMIM5IIIIll 7 IN V.VU I T,5 Z Q) I I 1 1 -5 4.67 71 • • Lu LL 0 0 E g <L 9.50 RIM-8 25 77 a EX 11.77 <' IIl4V=5.25 - )NV DMHI-4.62 INIVI 850 RIM EL t2 CPP 8.50 < U 11-25 2 1 at rp 0 12 CPP Ha o. f Q'I 33 + r- 0 V-7 9.40+ 95LF V .29 f 9.5 AREA + < C JMH CONNECT NEW 30' Li CL LL L1j . ! I MAINTAI . 1 1 11, rr 1CONNEGIIO14 I DMA-5 L BW :115 + z INV,QW-5- ZIM-8.70 TC 8.88INV OU 0 .0- INV DWM6-5A5 AF_ 0 INV CB8-5.15 In 2 0 E 11 el�_ Fy 1.109 19LF 15" U nl�eeel 5-IRIM 3 IATCH 0 1- 95.97 Q CN CBI#7 INV DMH2(1s�ewS C 9.50 .3 'A 0 a < IN 1 .3 FLUSH DCB-6 6 R INV OU 9W MAX 1 22 V, T 7 0 0 :2 INV=5.25 IN 5 -&_8 W�) _j o Lo L) 81. 7l� M 10 BID 6 -Ib56 ffiVIN(C810l 7;11 C E BID SIDE CB-8 i=4.9 INV N, I U 6" VL) -1 INV.O �HIO7 =3 33 U.W 50 121 CPP 12 UT'X�H107)=133 25 EN' PAD 87(l 1 1 PV C) ToM R I UM 7==l 1.0 -8) _-8-3 X17( INVl RIM=10.9 D H108 A I)_3 'PV IQ 6:0 1 80(1 "RC N OUU' INV,O-.--.- 47( iA) INV-[N(EX.CBI0)=3.61N �LIJZ>t 121F-12" CPP INV.OUT=7.0 PIM=8 1 P) 107 70 11 le V.OUT=6.1 INV.IN(DMH106)=3.19N RI .7 IN MAINTAIN EXISTING PARKING LOT DRAINAGE 121E 8" CPR INV.OUT(DMH108)=3-1 9 INV.OUT= TC 11. 5 SYSTEM DURING CONSTRUCTION: 12LF-8" CPR HIRE RIF CONNECT EX. 12" NTH TEMP. WYE INTO 30' CIPIP BC 11. 5 Tc 1150 3. 8 _te.o, CAP TEMPORARY WYE .50 E I WHEN NO LONGER NEEDED BC 11.00 14 CP BOT SW ADJUST DMH. RIM=10.7 ENTERPRISE CENTER MH RI =10.7 FIFE 10.6 CORE NEW HOLE FI FIFE 13.1 INV 6" PERF=8.53 -6 INV.) TnTc&�_& 00 .0 EL 10.56 TO INSTALL 31 IPF 5% MAX SLOPE INV.OUT(DMH106)=3. _V D 9)=2 �NTERPRISE CENTER) INV.IP(DMH10 )=5 DMH-6 on /.UV <P H107)=3.07 -TC 11.01 HIM=9..5 N 1.0 Dg, INV DMH5--5.70 2--RTW=-7.T- TC 11.0 IN(CBI INV CB9=5.75 + 71 10.60 1 S UQI BC 11 INV.IN(CBY E EL. TC 10.85 CB10=5.75 ADJUST EX. CLEAN I TIDEFLEX VALVE 7,3 INVI 10.7 t�20 -Tc Iulo Ic INV UNDERDRAIN=5.90 84 MAINTAIN & PROTECT INVJII, 103) Cao __0 1B RIM MAINTAIN EXIST. CE ?'�59 (DM MH1 10.2 BC 1 .30/,'-, EXISTING CB .60 8)=� ADJUST TO GRADE 7 EST. RIIIII CB-9 RIMI 6x72 12.50 INV=5.85 S 7\ .3 BS 7�3 (A)� q� l i 4 71 S', 13.00 1DM 1.50 +L� 10 11111!, PROPOSED 'OR SWA EST. EL W ,�< . 10 LIGHTPO Hi III 8 FOUNDA I ..... I 935 1 HANGE 013 TO DMH ADJST TO GRADE - R=6.71 PROPOSED IN CEPTOR ;WALE RIM-10 I �A -4.82�6"CLAY) 7- W/15 ERFORATED PIPE IM EL --- 9 11.54 vo 8.75 I \ -_ - , I BC 8.50 9.70 70 (EX) PROPrEDINTERCEPTOR SWrALE 47,, ............... ROUTE AROUND LIGHTP IPIN FOLI ON 0. L LE R E 2'm JU POP 9 INV IN (PERF)eeet2I 9.7D ON INV OUT (S D)eI BIC 9.00 13C 9.40 10 11.2 DCB 10 TC10.50 11. 5 LL TC- 1 BC 10495 -9.2 BC 10.00 1 19 TC 10A)O NV-6.2 9 4- 1)11114 111811: RADE AT FENCE U IIIIE (-S) IOX40 to CE11 I RI rr r, ez PN I TO MATCH EX. CONDS BW 11 20 B C STONE INTERCEPTOR SO FENCE 15.0 14 lk5 \j BC 32 SEE DETAIL THIS SHEET FOR TYPICAL CROSS-SE `� I -1r, ON F9 AND DRAINAGE SYSTEM. TC1 100 0/ 12.84 13.00 11 F 1_� A ESTIMATED ELEVATIONS OF ADJACENT CONDITIONS AT C ACTOR TO RE-ROU PROPERTY LINE ARE BASED ON FIELD OBSERVATION. LIGHT11 CONDUIT AS REQUIR 1.7 VERIFY PRIOR TO CONSTRUCTION OF SWALE. TO IN SWALE AND PIPI BC 11.2 13 Tt-10, AT EXISTING LIGHTPOLES TO REMAIN, REVISE DEPTH OF @ A 1A 7 SWALE TO MAINTAIN EX. FINISHED GRADE WITHIN 3' OF OPOSED INTERCEPT ;WALE 48 4/ W/6-PERFORA PIPE LP FOUNDATION RIM- 10.1± RIM-10.4± TC X18.4, NV 6" PERFI INV 6" PERF-I BC 15. 0 ' --------1 12" 00 .15.2' 12" 12" GRADING LEGEND : _411 4-27-04 CONS COM A REVIEW R= .29 S 13, A)=2.84(30") 301 le - - - - - - - - PROPERTY LINE TS TOP OF STAIRS ELEVATION _7 I (B)=2.89(30") No. Description x14 X15.8, LIMIT OF WORK BS BOTTOM OF STAIRS ELEVATION 18 100' BVW BUFFER ZONE BOUNDARY TR TOP OF RAMP ELEVATION 20.37 2o..36 2 1 19 1Z 0.4 .155 WOODED AREA B EEN FENCES TAKEN 10 o CATCH BASIN/ DRAIN INLET BR BOTTOM OF RAMP ELEVATION 20 I's FROM VHEI EXI�NGEICIONDITIONS PLAN x1 .2' S 2o.0 X .0 9.88 4 7,9,9,3 10' TW TOP OF WALL ELEVATION EXISTING CONTOUR 9 �'s 19,64 % 19.Sq 0 10' 0" x. PROPOSED CONTOUR Rip VI xj4.7' 0" BOTTOM OF WALL ELEVATION BW 783 1 .39 24' �;19 29 TC TOP OF CURB ELEVATION FFE FINISHED FLOOR ELEVATION R=19 19 SO, L�18 SCALE. 1 17.416"CLAY) 1'=40' _-:l2o BOTTOM OF CURB ELEVATION + 11.50 PROPOSED ELEVA11ON 2 40 20 0 20 40 BIC 13 -15.58 12 CLAY) '9-226C+1 x121 GRADING NOTES- MSCBA #330-02SAL MATERIALS LEGEND ' Salem State College Residence Hall 2 1 . Contractor shall verify all existing grades in the field and report any Loring Avenue - - - - - - - - I PROPERTY LINE LLij=Qz�j CONCRETE PAVEMENT, TYPE 1 17) discrepancies in the site survey prior to starting work. PROPOSED FENCE- Salem, MA PROPERTY UNE-,,, VARIES ZOO MIN 1.0, LIMIT OF WORK E:= CONCRETE PAVEMENT, TYPE 2 2. Contractor shall blend new earthwork smoothly into existing, providing 4� MIN - vertical curves or roundings at all top and bottom of slopes. 3. Any area outside the limit of work that is disturbed shall be restored OPO 0 AMENDED CONDITIONS BIT. CONIC. ROADWAY PAVEMENT _17 CUR= to its original condition at no cost to the Owner. ROPOSED SITE PLAN 6" GRANITE CURB, TYPICAL -17) SIGN -617 ASPHALT PARKING 4. Pitch evenly between spot grades. All paved areas must pitch to 6" PRECAST CONCRETE CURB,TYP. drain at a minimum slope of one-eighth inch (1 /8") per foot. Any LOOSED PLACED Job No. M2243.00 -17) - WOOD FENCE disperepancies not allowing this to occur shall be reported to the TO 6"0 q MODIFIED ROCK 0 TRASH RECEPTACLE Architect prior to continuing work. All walks shall have a maximum I- FILL BENCH -1 e-1 8 longitudinal slope of 5% and a maximum cross slope of 2%. GEOl SEE C-2 FOR INVERT EL FABRIC W! 00 12* OVERLAP /2- WASHED CATCH BASIN - SEE DWG C-1 BIKE RACK eeI STONE 5. All proposed top of new vertical curb elevations are six inches (61 (CRUSHED-1 1 M2.01.0 - above bottom of curb unless shown otherwise. SITE 2 1 EXISTING POLE LIGHT TO REMAIN -I RELOCATED POLE LIGHT- SINGLE 6 1 1--4 I D ILE 3 7 111 135 - ` 4' 4�, 4� ,41_il I J 6. Where new paving meets existing paving, meet line and grade of RELOCATED POLE LIGHT- DOUBLE STONE DRAINAGE SWALE, SEE C SERIES DWGS existing with new. Sheet of PERIMETER INTERCEPTOR SWALE-SECTION 7. Backfill both sides of walls evenly up to subgrade. NITS 5 Q O O N Q N n 44 a tf9 SS 9Pti GS, FTT S S 1z*3 �� ; 110 r s.s SrS� � 1 LL - LL_y �L� ,LL 12x1 LL LL GRASS ICVO 13.1 11. 1 .2 1214 TO 12 LLLL t2ic3 LL LL x12.6 LL LL LL LL - 13 - II :� ' tk3 I * - $�- -¢• 3� ¢ Q ¢ 11iQ t2 12."7 SRA ON 12*3 10.4 1x37 R=1098 11x11 C O N C R E T E 11x58 S I D E W A L KICV11x33 11x17 11.4 11.4 CONCRETE PA t2 I I na TIDAL NOTES 11.29. 11x3 t2 _ 11x46 nxaz 11158 ;� G R A S S I SALT MARSH 1=7.2(12"PVC) R=11.42 R=11.30 R=10.98 STONE AOC IA=5.9(12"PVC) IA=6.4(12"PVC) ADOC 1=7.5(12 PVC GRASS / .4 a 5.8 ICV D 18=5.4(12'PVC) 18=6.5(12"Pvc) I � 1.) WETLAND RESOURCE AREAS (SALT MARSH, BORDERING VEGETATED WETLAND) WERE FIELD O IC=5.9(12'PVC) IC=6.7(8"PVC) / ID=6.5(12'PVC) ID=6.5(8-PVC)) A DS G R A s s DELINEATED BY EPSILON ASSOCIATES, INC. ON NOVEMBER 18, 2005. �- 12 -- 6__-F1 2T__ - - J t2.t \ 11)0 cstl.a Vs G 4 STORY * o s I R=11.75 BRICK BUILDING2.) FLOOD ZONE DATA IS REFERENCED FROM FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL IB=7.4(6'PVC) 11x2 J A■ GRASS ' I 1019 \ 11'2 1m / *10.1 NUMBER 250102 0005B, SHOWING SALEM, MASSACHUSETTS, ESSEX COUNTY, AND BEING PANEL 5 OF 5, R=16.61 1c=7.3(8"PVC) 1=zs(8"Pvc) 11'2 LAST REVISED AUGUST 5, 1985. THE 100-YEAR TIDAL ELEVATION FOR MASSACHUSETTS BAY, SALEM ' HARBOR AND BEVERLY HARBOR, BASED ON HISTORIC TIDAL RECORDS IS GIVEN IN THE STUDY AREA AS O I� \ / In et 9.6-FEET NGVD29. ICVO \�_G11 STONE 11*3 1 \moi � � �� / (/j 6 \ / /`V' J 5 3.) TIDAL ELEVATIONS ARE ESTIMATED AND ARE TAKEN FROM THE U.S. DEPARTMENT OF COMMERCE �bs0 NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) NATIONAL OCEAN SERVICE WEBSITE. a3 2x4 122 zx1 GRASS r67 ti 40 / ELEVATIONS OF TIDAL DATUM IN SALEM HARBOR, SALEM, MASSACHUSETTS, NOAA CHART 13276 ARE 12 _ ?0 IT BASED ON A SERIES OF OBSERVATIONS LASTING ONE MONTH (SEPTEMBER 1992) TIDAL EPOCH -TCVO \ 12 11.2 I Z 40o A21 1983-2001, CONTROL TIDE STATION 8443970 BOSTON, BOSTON HARBOR. THE APPROXIMATE MEAN 11',010.'7 10.'7 HIGH WATER ELEVATION IS 4.4 FEET NGVD29. THE APPROXIMATE HIGH TIDE ELEVATION IS 5.5 FEET \ \ i 11.29 11129 1 190 NGVD29. N TC 77.40 - CONCRETE t(b7 / / 4.8 4.) HORIZONTAL ORIENTATION REFER TO MASSACHUSETTS STATE PLANE SYSTEM, NAD 83. ICV R=11.05 n PAD CONCRETE Q m I :.7 \ =7.5(12"PVC) ^ 1139 TC WALL � ° • 5.) THE PURPOSE OF THIS PLAN IS TO SHOW EXISTING CONDITIONS AS THE RESULT OF AN ON-THE-GROUND 1 =10.:: 11ro1 G R A S S 10� N / INSTRUMENT SURVEY THAT OCCURRED BETWEEN 11/11/05 - 05/06/08. CONCRETE SIDEWALK OVERHANG 11.50 o OVERHANG 6.) THIS DOCUMENT IS ISSUED TO MASSACHUSETTS STATE COLLEGE BUILDING AUTHORITY FOR PURPOSES RELATED CONCRETE / / Ago °s7 \ �.7 4.6 DIRECTLY AND SOLELY FOR A CERTIFICATE OF COMPLIANCE PERMIT (DEP #64-346) FOR THE STUDENT RESIDENCE 11Ra3 'B 1t 61 0 11x57 C3 1t 24 A/� WALL *11\ * HALL AND OUTFALL PROJECT . ANY USE OR REUSE OF THIS DOCUMENT FOR ANY REASON BY ANY PARTY FOR �(� R=10 7a 1o.s I y 3* / PURPOSES UNRELATED DIRECTLY AND SOLELY TO SAID PROJECT SHALL BE AT THE USER'S SOLE AND EXCLUSIVE 12"W(HDPE) , 12"W(Hi , ' � co B IA=6.5(8"PVC) G R A S S� 77 °�40 RISK AND LIABILITY, INCLUDING LIABILITY FOR VIOLATION OF COPYRIGHT LAWS, UNLESS WRITTEN AUTHORIZATION IS A- - . GIVEN THEREFOR BY NITSCH ENGINEERING. lt- j ICV, IB=6.6(6"Pvc) R=10.70 _ C=6.5(8°PVC) �70 -4"G = IA=7 (t3' ' 4"G 11x3 4 STORY 11.4 � i - 10 � o, 1 AD® 18=71 :'PVC ICv t. N / 7.) THE INFORMATION CONTAINED ON THE DISK OR ELECTRONIC DRAWING FILE ACCOMPANYING THIS PLAN MUST BE 7j I 4( ) _ �� 0t BRICK BUILDING oHH v IC= .0(12"PVC) CO° N p lore m A19 COMPARED TO THE SEALED AND SIGNED HARD COPY OF THE PLAN TO ENSURE THE ACCURACY OF ALL B I toB GRASS c R f o I LSCSF / 4.8 INFORMATION AND TO ENSURE NO CHANGES, ALTERATIONS, OR MODIFICATIONS HAVE BEEN MADE. RELIANCE SHALL HHo q OC R=.2(8* Tf rC p 11.4 NOT BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER ELECTRONIC MEANS UNLESS FIRST »�37 0 toy 1=z2(8'PVC) ��. �a"D E W I COMPARED TO THE ORIGINAL SEALED DOCUMENT ISSUED AT THE TIME OF THE SURVEY. DUE TO THE CRITICAL ° N c RIE T E 1j.0q -1. 11 R=11.16' 2 A® MP �� ® w q K"'2s e,>vMiAto CONCRETE I G R A S S 8.5 � NATURE OF SURVEYING, DATA ACQUISITION, AND AUTOCAD PLAN DEVELOPMENT, IF CRITICAL DIMENSIONAL _ _ IA=6.1(8"Pvc) �s C 0- INFORMATION IS NEEDED AND IS NOT SPECIFICALLY SHOWN ON THE ELECTRONIC DRAWING FILE, PLEASE CONTACT G R A S S�� 77.00 IB=ss(12'Pvc) OP \? 4`c \ �CRE� DO, I 9 2* a NITSCH ENGINEERING. f 10x7 \ � �5.9(12'PVC) . 11 \ �OEWA \ 71x?q A 10.8 MID 'N U 11 �� "3 MP y / I *7 `° , CL 10.49 70 s i v c O UNDERGROUND �� '? c APPROXIMATE 100 AQ '' f W q B '��..I .MP CHAMBER 4 c 9 I G Mei '� m WETLAND BUTTER - B t t!d K S. G - 11 o. c 7 ,� �, 7. 9 77.7 VORTECHS 11000 R 4 4s LEGEND 1o.os = o'. a = " (REC) to - t1_ -: ZONE Ff301 BVW DS 10'.W G R A S S 0 10.S�S p�3 84 7 '9 0. C 3 0 36 PVC - ,4 10. R 10.71 11d 11.19 X11 st G 85�o�R-0.37 7.0 7 s ( ) �`� � -� G A S s AN'D S LT MARSH u 4 ICV 11x4 _ 7. 4$ 70. _ _ ICV ;� 10 lb 6'W IA-3.0 36"PVC d 10.25 � �I `� IB-3.0(36"PVC)I 10� _ �"� J n o _ • 5 I i ®a ® CATCH BASIN R=16.66 IA=3.3(36"PVC) WG to.sa TH=77 o a ) \ -. A � B * APPROXIMATE TOP OF COASTAL O DRAIN MANHOLE n T}1=7.4 A A , R=9.12 8.9 IB=3.3(36"PVC) D E D C R' A S S A I=2.6 °x2s y A °4' Ra 8'7 BANK ELEV = 7.0 (NGVD 29) OE ELECTRIC MANHOLE R=1o.is IC=3.0(18"PVC) c c` a OR=10.4210.43 c i o. �Mip011$ �sr9 B 1=2.4 �I� ` OM MISCELLANEOUS MANHOLE �=' 11.04 11.06 10.90 10.80 R=10.23 1-4 D D 19d� 1 F 0 W. �L IA=3.3(36"PVC) 10.55 10.97 11.54 11.57 11.39 1128 IA=4.9(12"PVC) O U - \ 03 7 46* . iO 3.9 Q SEWER MANHOLE IB=3.3(36"PVC) 11.01 11.53 1B=6.2(12"PVC) f R=10.17 9.85 0 \ rn ?q 0( S• S . R=10.12 IA=2.7(36" \ o ro ay .s R=811 OT TELEPHONE MANHOLE IC=NPV 03 46 1C=3.1(36"PV h.,13 10 10.32. 18=2.7(36"; �R=9.7 J +3" LSCSF \ GG O GAS GATE 10.51 10.94I �� ID=3.1 18'P C 7 ( �� r -��_ FOW 11.71 11.72 ( ) 1j0 C=2.718") TH �.9 70.36 \ SUMP=1.8 WG O WATER GATE L 5 11.08 S C IE=3.1(36" C) 9' 10 9'7 m Al DS - -1% R=10.94 . 11.1 A s 706 R o�a 0 3" _ A18 42"RCP �' FIRE HYDRANT R=10.58 , IA=3.0(36"PVC) 0 (D 11.56 7 4 7004, TFF-67 �cRE7t 1 10 - \1 1-1.97 DS o DOWN SPOUT 6"S S PUMP CHAMBER -- 1B=3.0(36"PVC) C �B ;. 6, ,� 59 �O.g7 � / t0 A3 ;' FLARED END UP CCL UTILITY POLE FOW / -. IC 10(12"PVC) S R-101.07 17.08 _ 71.09 \ 11.34 ' D B w 9.59 - \ 3° * q LIGHT POLE S o<s7 x w-(REc) \ : A 1 K ° - s s.z ° A f LLQ LANDSCAPE LIGHT _ �� 3.8 36'"RCP HAND HOLE - 10. o MAINTEF\IANCE HN o • IB-4.1 18"PVC 11x40 10.97 3 LCIi �,. R-9.16 8.0 FLARE S - 1068 7 • JO TH-71 S ACCE S S FLARED END TC O TRASH CAN BITUMINOUS_ • S IA=4.2(18"PVC) 1.96 11 6 \ S FACE o FIRE ALARM CALL BOX C- PVC) R=10.15 A=5.2(18"CPP) 950 MP METAL POST N C0N CRETE B=5.2 -- \ - • 3" �0 el g"5 G*g 4 S . SIGN POST Q - 12 - - \ o-NPv - - \ tt �- 3 CH 0, 10 s s 12" `a DECIDUOUS TREE WITH TRUNK DIAMETER CONCRETE LOADING DOCK Ds " - - -- �- -t - - \ - o S d Row 63 A16 12'* CONIFEROUS TREE WITH TRUNK DIAMETER W/ ROOF I m ,� �At6 .. J � 11x75/ 12"45 / 0 3" \ \ �. HANDICAP PARKING S 11'.k1 _ S ,ORPtN 12246 BITUMINOUS m 10.46 9 Q ®A __ 11 X11.00 < - \ 601*43 SPOT ELEVATION �^ n • _ �PgP \C 0 N C R E T E �� \ VGC VERTICAL GRANITE CURB \;o co * GRASS * \ 5 A 5 5.1 CLF CHAIN LINK FENCE / 9• DS 7x16 /o I / X13 \ 11).66 - 11 o PHONE 11'2 \ \\'o♦ < TIDAL WCR WHEELCHAIR RAMP � 7? - �N \ kP_ \ 7.6 SALT MARSH R= RIM ELEVATION EQUALS 3' i� \ 111,0 8' = INVERT ELEVATION EQUALS N � - � a \ _ B I T U M I O U S S �y� TH= TOP OF HOOD ELEVATION EQUALS S 12263 %j/ m C 0 N C R E T E \ 11„80 N . \2rt� \\ \\ A14 7*4 '�►tW a '�y� TOW= TOPNPV NO PIPES OF WATER LE _9 I / 1 x4s 1 ABANDONED) \ t 1.75 S i 10"6 TW TOP OF WALL ELEVATION .. 12108 / a _ ._ ■ �. \ CLAIM # A. a UNDERGROUND DRAIN LINE DONIGIN UNDERGROUND ELECTRIC LINE z - UNDERGROUND GAS LINE Y s UNDERGROUND SEWER LINE f 1A1� i UNDERGROUND TELEPHONE LINE UNDERGROUND WATER LINE OVERHEAD WIRES BENCH MARK GRAPHIC SCALE P A-1 WETLAND FLAG LSCSF LAND SUBJECT TO SUBJECT 30 15 0 30 60 90 TO COSTAL STORM FLOWAGE a BVW BORDERING VEGETATED WETLAND 01 SCALE: 1"=30' 0 v www.nitscheng.com Civil Enginee ► ring PROJECT # 6953 AS-BUILT PLAN OF STUDENT RESIDENCE HALL & OUTFALL PIPE PROJECT SHEET: FILE: 6953-EPSILON-COC.dwg SALEM STATE COLLEGE 186 Lincoln Street, Suite 200 ► Land Surveying SCALE: 1"=30' 71 LORING AVENUE, SALEM, MASSACHUSETTS Boston, MA 02111 -2403 ► Transportation Engineering DATE: 07/20/08 PROJECT MANAGER: CRD PREPARED FOR T: (617) 338-0063 ► Planning FIELD BOOK: 431 A� l MASSACHUSETTS STATE COLLEGE BUILDING AUTHORITY Nitsch Engineering F: (617) 338-6472 ► GIS Services DRAFTED BY: FLS REV. COMMENTS DATE CHECKED BY: CRD / FLS REVISIONS 136 LINCOLN STREET, BOSTON, MASSACHUSETTS 02111 REV.