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64-202 - 70-80 COLBY STREET - CONSERVATION COMMISSION (002) DEP 64- 2dZ Plans COO es qc 1 •• ' ' •\ \ 88x6 89x7 • • \\R= 111 . 13 0 a7xl 92xo /�. ' • �x9 L- 95.05 0ps�\ Oq • 80 X9 \ \\- ob 74x4 0 / / / -\ �\ �� • • \ � STREET � 87xD ALMEDA F / ( •• t•' \ vE T \8° 2g 43 �s \ •� /3°� • ( .� MEN / 4. D: _� / �� . LOCATED \ •\.\ / g6O 76x5 EDGE (90 •• °F ``''•� R = 319.21 L_ 103 p4' /' �/' ���� -- - - ON \ ' • •� 682 8°�\ '-- 59.93 \-� / EXISTING SUMP TO BE BACKFILLED IN 8" LIFTS N 44 I 30il W ' • ° PROP DMH # 8 WITH CLEAN GRAVEL BORROW AND COMPACTED 1 -- - \ TO 95 � OF MAXIMUM DRY DENSITY AND PAVED I s -� RIM = 80.2 / / --- - • . \.__ / / / WATER ELEVATION (OUTLET PIPE BLOCKED) --- \ \ WITH 3" OF BITUMINOUS CONCRETE V.= 75.3 / / / TAKEN 12/19/91 , ELEV.= 79.8 BY SCHOFIELD BROTHERS , INC. ` '• 85 x 4 79x1 � � / / / TAKEN 9/4/90 , ELEV.= 78.5 BY ATLANTIC ENGINEERING AND SURVEY CONSULTANTS -_-- -- � \ • �� PROP. DMH 4 (WITH BEEHIVE • / ---_ • INLET GRATE . PROPOSED CHAIN / RIM = 72.2 LINK FENCE A5 INV.= 69.71 (12 ) \ . zo A6 ...... .........v / HEADWALL TO BE REMOVED INV. = 69.46 (15 ) --� o _ a......•• ............. " ¢ / J 1 �\ �\ . • % BENCHMARK : = o CHISELED SQUARE ON TOP �` DELINEATION, / \�`�\\`�\ ` \•\ \ / OF CONCRETE HEADWALL . n;: ti D / r'! .. PROPOSED 862 BY W.D.I. IN . / I ELEVATION = 73 .74 ` \ ;•� OPEN 9/21/90 � � ` �� \ • \''•0) PLAY-YARD I EDGE OF SPREADING PHRAGMITES (GIANT REED) -___- ` • Lo:'' i I 1 AS OF 12/91 DUE TO ELEVATED POND LEVEL 2q„ # 5 o i I RESULTONG FROM BLOCKED POND OUTLET �i ��\`\ �\ 1 \ •• � (I� 78 x 9 a / - \ 6 /..,.,..o I yPROP. DMH # 7 lNV;6�RCp PROP. CB 4 / --- _ 6 IM = 72.4 H STOCKADE a A7 A8 ��A9 I/ RIM 79. 4.83 �� A22 1 2 RCP PROPOSED 6 F- C I 6" INV.= 7 --_---- INV.= 68.8 HIG ' I z � 8„ INV.- 7'4.67 ........_....__.._d......._............_....... �� 23 �---- � / A21 �..........• �� o. --- -��� \`. `� n/ \ FENCE ALONG - I 1 10" INV.= 74.50 / /tr /� �� A24---- PROPERTY LINE I I 12" INV.= 74.30 i /:' / """ "- " 'A 5 `\ �1 C0 86 x 8 in cc �o ?� AREA TO BE PAVED ` ) / / \� � m � � O SHED SHED 76x8 � 1 - I // /f120 80 x9 11 II II 74� STONE 1 WALL r - / / EXISTING 8 PIPE INLET o n» > NV -78 0 _ z_ z_ _z __ 1 \ o - - ° 15 RCP ��I 44° 37 25 W! 1. EXIST. 8" AC- TO BE REMOVED_ D - I /ice •�\ / / 6 ASH �\ • • D (2) b PVC AT 7.4% \ PROPOSED HEADWALL # 1 \ 20 PROPOSED a. m- 0 0 2 12" 103.98 • AT 4.4 /0 _ / EXIST/ INVERTS = 78.9 " z ? I 7ro _21PE END . PROP. DMH # 3 �'' 0 // LOCUST \ _ • Fwx I o 12"TWINMAP48a13 MAPLE TOREIMAI INV=75.82 • RIM = 80.4 \ ` -------- -�/ \\ r DRAIN EASEMENT ° ` ' , PROPOSED // 15 / 1 nano xoa ; INV.= 79.15 DALc 6 O ��` '� --- ---- - - ---A14 ' - A,(9 / - ,n cyoo � wwa D 80 .` � � � • :������ OF POND 15 \ \ HEADWALL # 2 / ............. LOC A \\ \� INV. 79.0 �nio �c q"pVC RD �� 4'�PVC - '4....... O ........ /lff3- Ahb� ---- - / •' = / x I I' TP*2 - _ / / \ 11 II II 5 FG- 80.6 A112 --�� A jQ /.•' NOTE: on » > o FG 60.6 •. TP#4 9/ FG=83.0 C84 �� ..,, /2i _ _� / \ l z z z ^ • �?' 0/ - - (3)9 CHEIRRY MULTI STEM APPROXIMATE WETLAND DISTRICT BUFFER ZONE J\ - • 9I ._ "`- / WILLOW AS SCALED FROM MAPS ENTITLED "WETLAND AREAS Ld ' -� /-� OF SALEM MASSACHUSETTS" # 14 PREPARED BY: / W _ o "' °° 7s 3� I � o / PROPOSED BUILDING • • •;� �° 82 RAMP �0 .,;:. I n_ W - - } • • • • �g °O 4 DR. JEROME LONG , DATED MARCH 15, 1977 . 0 - F N a 00 i I /lb O CONC. WALK 6 • �, 8 ( /wo STP#I ( 125 x 48 ) o o \ Ix .Z. ° F ' xo �p 1.7 ��` ,e� E GE OF CONC. ALK • `�` �� } Z 86 x 4 W CO CL SLAB ELEV. = 81 .0 ��o?� + F� 9 FRMS 6" CURB / a a � Q D PVA FG q�'' , � 22 �� • v a / / •0,�� • • 0 I \ I n W W cn TOP OF FOUNDATION WALL = 82.0 t V > A -�� / PAVEMENT PAINTED Q I o E 15 SPRUCE • • • p P L TYP. c� PROP. CB to 0 J�' F 6 n y • • �0 • • , � ao M O Z lO' / PROP. DMH # 10 TP#3 O°�� PROP. CB # 18 ; RIM = 82.8 p�TP# Q `� F - kqy J . • • . \ o n n O_ - RIM = 80.7 O!� 3' RIM = 80.5 • INV.= 79.8 U--��JJ Da 68 • • / \ • . • \ I a If If O� n / INV.= 79.4 4"PVC �l INV.= 7.5 8 PVC a • � J • • 07 > �� / 10 FG=80.6 �P 1 \O • /�9- AT 16 /° / 0 12"SPRUCE �� \\ • , � 1 a z ' FG=81.0 y I 0 / • ��Q' o �� �_ i�• - / • • J 78 8 80 �� �9, l0�' +� '• ph / • •• •• �h 6 CHERRY �.. .� �\ • ' • • i, + I /D" G0 �G PROP. BIT. COiNC. CURB' YR) •' ' ••• I (3) 6" HACKB.RRY • • �.47 ----- TO HIGHLAND - c I , .• • ' S 43° 33� 37� E•• • x • • z • • -- 150 F AVE. / D s3 4T + 20 EXISTING LIGHT LE T° 514.66 / , • 84 I 3 `��� � S 43\559 E \ 11 . 2� D D ..� BE REMOVED • , • FG;85.2 x T,p x �- FG BE FG=86.7 \ • ° 6' TRANSITION TO GRADE • • • • • • 10 R 1 10 R a--EXISTING CB#3 6" BIT. CURB L 80x7 EDGE I 84 B FG.=85.5 \ PROP. BUILDING SEWER RIM =78.3 EXISTING CURB TO BE 1 OF r 6' TRANSITION TO GRADE • / PROP.INV.=75.80 REMOVED \ 83xo \ PAVEMENT I •• 79x2 S 78x9 79x6 �COLBY 84x8 / 85x8 S / �,� 86x8 STREET S 88x4 - • 85x1 EXISTING 8" PVC STUB SLOPE = 1 .71 % S v S S • e aSMH RIM =79.7 I��� \NETLAND / F�� eN^VHIN)I^7680 2 • (TO BE REMOVED) INV.= 73.07 I EDGE I / OF gVF IN'V = PAVEMENT i �Q PROP. OIL / GRIT SEPARATOR # 2 LEGEND: RIM = 80.7 , INV.= 77.3 SEPARATOR #11 PROP• CBLE II#L2 GRATE) SYMBOLS AND ABBREVIATIONS SHOWN ON THIS PLAN . RIM = 83.2 RIM = 84.7 INV.= 79.56 INV.= 81 .5 -- -80 - -EXISTING CONTOUR 80PROPOSED CONTOUR SITE PLAN OF LAND IN LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE s EXISTING SEWER LINE APPROXIMATE AND ARE BASED ON FIELD LOCATION OF ALL ' S PROPOSED SEWER LINE SALEM MASS . VISIBLE STRUCTURES SUCH AS CATCH BASINS MANHOLES D EXISTING DRAIN LINE ' D PROPOSED DRAIN LINE WATER GATES , ETC. AND COMPILING INFORMATION FROM ,�•M or y, PLANS SUPPLIED BY VARIOUS UTILITY COMPANIES AND RD PROPOSED ROOF DRAIN LINE �� '� EXISTING PROPERTY LINE PREPARED FOR: SALEM HOSPITAL O� BRUCE L. JG GOVERNMENT AGENCIES. IN ACCORDANCE WITH CHAPTER 82, 83 x 0 EXISTING SPOT ELEVATION no iesse SECTION 40 INCLUDING AMENDMENTS ALL CONTRACTORS FG = 81.0 PROPOSED FINISH GRADE ELEVATION . +�""'L ° SCALE: 1 " = 20 ' DATE: MARCH 12 , 1992. CB ® CATCH BASIN '' SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND "�^_+hL SCHOFIELD BROTHERS , INC. GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION WORK OR sMH O SEWER MANHOLE if :; , d�.� PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS CALL DIG-SAFE AT 1 -800-322-4844. 32• LIGHT POLE / A Ago WETLAND FLAG WITH NUMBER , 1071 WORCESTER ROAD FRAMINGHAM , MASS. 01701 EXISTING TREE OR BRUSH LINE COPYRIGHT 1992 BY SCHOFIELD BROTHERS , INC. INV.= INVERT ELEVATION REVISED: 5/28/92 0 10 20 40 80 FEET • • • • • • • • • • • • SALEM WETLAND DISTRICT BOUNDARY SOIL TEST PIT LOCATION 100' WETLAND BUFFER ZONE 0 5 10 20 METERS SHEET I OF 3 R 0 7 I I BACKFILL & COMPACT AGAINST SEE RIP—RAP SPECIFICATIONS HAYBALE TO PREVENT "PIPING" BELOW BALING TWINE ON SIDE SIDEWALK A L HEADWALL HEADWALL ' FLOW OF BALE -� PIPE INLET 61tL OAM AND OR OUTLET 4" VERTICAL FACE CURB TRq SEED X PIPE IN X NSITION 10' MIN. 1 OR OUTLET 1I- H PIPE DIAMETER AT EMBEDDING DETAIL SIDEWALK O — HEADWALL TO 12" AT END 3 C �� OF RIP-RAP -6" URB TRANSITION10 _ ANGLE FIRST STAKE �j A � •c?DGpQ��-�, •: ` A pp. coQ sEE BELOW '�'•,•�pa „4,; STAINLESS STEEL 24” HEAVY DUTY (HS20-44 LOADING) CAST TOWARD PREVIOUSLY LAID /� �i � 6 -O•• ;;, . . . •. . . , ;•Q• • :.•:: :. . ....• • '• •• 9" CUTOFF SUPPORT STRAP VIRON FRAME AND VENTED COVER BALE -� � ' ' �' ,• SECTION A-A EDGE • TIGHT FIT BETWEEN \`� OF ROADWAY I - THREADED END CAPS (PVC) FLOW -� �� if ,� BALES WITH LOOSE ^ VARIABLE TO 8 ' FACE OF CU 18 SEE HEADWALL 6" MIN. COMPACTED DETaL BRICKS FOR REINFORCED CONCRETE SLAB TOP HAY STUFFED BETWEEN RB GRAVEL BED GRADE (HS20-44 LOADING) BALES. 120 SLOPE OR FLATTER ' -✓ ``_ ROADWAY ADJUSTMENT 2 RE-BARS, STEEL PICKETS, OR GSR RIP-RAP OUTFALL OR INLET DETAIL 8" SCH.40 PVC 3„' •' ' 6 to 8” SCH.40 PVC 2"x2" STAKES 1-1/2'TO 2' IN (NO SCALE) I PVC TEE FLOW ti G OUN SURFACE COURSE R D W L S.Y. RIP-RAP SPECIFICATIONS: FLOW 7F 12" ��--� FOUNDATION 4'—D" 3'-6" 5.2 INLET NOTES: 5'-0" 21-91, 6.3 9" 3# 4" ANCHORING DETAIL 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 6•-0" 2'-0" 7.2 X = 2 FOR HEADWALL # 2 6" MIN. RADIAL BLOCKS HAYBALE SEDIMENT BARRIER DETAIL 2. RAMP CROSS-SECTION TO BE SAME AS ADJACENT SIDEWALK: I.E. 7'-0" 1 '-3" 8.0 X = 1 .5 FOR HEADWALL # 1 • • 41 OR PRECAST CONCRETE DEPTH OF SURFACE AND FOUNDATION. 3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY 8'-0" 0'-0" 8.1 SECTION (NO SCALE) GROOMING IN A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP . 17 44" MIN. RIP-RAP SHALL CONSIST OF EVENLY GRADED 9" TO 12" WHEEL CHAIR RAMP DETAIL ANGULAR BROKEN STONE , WITH A THICKNESS "T" OF '• ' L:l ( FOR SIDEWALK UP TO 8 ' WIDE ) 18 INCHES . CONCRETE BASE CAST IN PLACE 6" CRUSHED, STONE 15 PERCENT OF THE STONE MAY BE SCATTERED SPALLS OR PIE PLATES WITH CENTER = BLOCK OR PRECAST (NO SCALE) AND STONES NOT LESS THAN 6" IN SIZE . FILLED OR PRECAST MONOLITHIC BASE _ CATCH BASIN NOTE: SIZE DESIGNATION REFERS TO MEAN SPHERICAL DIAMETER. OIL / GRIT SEPARATOR DETAIL ❑ ❑❑❑ (NO SCALE) SINGLE INLET USE LEBARON CAT.NO. LF 244 ❑ ❑ ❑❑ FILL SPACES BETWEEN DOUBLE INLET USE LEBARON CAT.NO. LV 2448-1 Q ❑� BALES WITH 1 1 2" OR APPROVED EQUAL ❑O❑� CRUSHED STONE HEAVY DUN (HS20-44) LOADING NOTE: CAST IRON FRAME & COVER PAVEMENT FRAME AND GRATE FOR DRAIN MANHOLE # 4 (MIN. WT. 465 LBS.) "DRAIN" STAKED HAYBALES CLEAN ORDINARY USE BEEHIVE INLET GRATE EARTH BORROW & FRAME , NEENAH R-256 1 OR APPROVED EQUAL PAVEMENT - _t �� CONCRETE 4" MIN. LOAM TOPSOIL-� 4 MIN. COLLAR 24 x 48 ADJUST TO GRADE CONCRETE WITH BRICK COURSES COLLAR " ' ,,.. ,, 0 °•"0 .0. pl � ,.. . .... •. : DOUBLE �• . ... PLAN VIEW FILTER FABRIC MIRIFl III ' '° ,o' : III Uj 24"SINGLE FLAT SLAB TOP (HS20-44 LOADING) BRICKS FOR 140 N OR APPROVED pl a ` a z ADJUSTMENT 24" 1 to EQUAL a 6" THREADED TAP AKED HAYBALES !;;p' �,- : a •, • PVC CAP PRECAST CONCRETE MONOLITHIC BASE 8" MIN. COURSES S S R IN 3 OR 4 y I 3/4" TO 1 1/2" ` ' ,,I � , w AND RISERS AS NECESSARY. WASHED STONE /y, N w "A" PVC SCH.40 12„ ALTERNATIVE- RADIAL CONCRETE T 16 BLOCKS FILL KEYWAYS WITH MORTAR. STEPS A ” 6" PERFORATED 0 = OUTLET PVC TEE 6" MIN. � SCH.40 PVC PIPE �_m 6' 4 DIA.FOR CB IA 8 CB IB DEPTH OF SUMP = 4' MIN. 2' NOTE: 5' DIA.FOR CB#2 AT CB # 2 JOINT • • HORIZONTALJOINTS WITH FULL AT 12" PVC TO • ' rf-6- BED OF MORTAR w INTERCEPTOR DRAIN DETAIL 12" RCP TO BE ,• • • , ENCASED IN PRECAST CONCRETE BASE 4' DIAM. (NO SCALE) CONCRETE OUTSIDE r, ALTERNATIVE: CAST IN PLACE CATCH BASIN HORIZONTAL JOINTS PITCH TABLE WITH FULL BED OF TO INV. 1/4"/Fr. CB # 1A AND IB A=8" STONE MORTAR MORTAR PIPE CB # 2 AND # 4 A = 12" CB ## 3 A = 10" RETROFIT TO EXISTING CATCH BASIN 6" MIN. RADIAL BLOCKS (FILL lac HEADERS CATCH BASIN DETAIL MOR AR) WITH H �srnercHEns- CATCH BASIN SEDIMENT TRAP DETAIL 1" CHAMFER 2" 9 _ 8 ' (NO SCALE) PRECAST CONC. . • EDGE (NO SCALE) 12 1 rr s" SECTIONS •• ; 3-#3 TIE BARS ,I 11 rr . • • • • • • • •• •• •• • • • • • • • • • • • • • 12 12 12 ACMELITE SEALANT OR APPROVED • GROUND ;I B 2 EQUAL , TO BE APPLIED PRECAST CONCRETE BASE OR L °° b 00% 6" CRUSHED LINE O If- 12 BETWEEN NESTABLE PIPE AND CONCRETE BASE CAST IN PLACE NVERTED ARCH _ z °°, ° 8 STONE 2- 3 TIE BARS 6" I2" --6" HEADWALL PRIOR TO BOLTING OR "PIE PLATE" WITH CENTER FILLEDLI I ° 3-#3 TIE I CK S AND MORTAR VERTICAL BACK OPTION ATR2nCAL BARS 3 7 2' -0" 1/2 SECTION OF 30" CMP RIP-RAP INLET CHANNEL ORI CLASS "A"A" CON RETE R=2' 18# 1 1/2' CLEAR ORHEELING NESTABLE APPROVED EQUAL) PIPE (SEE DETAIL) DRAIN MANHOLE DETAIL & 2CLASS "A" CONCRETE BOLTED TO HEADWALL MEDIUM DUN C.I. HALF 611 10' ROUND GRATE (NO SCALE) 1 44075 END ELEVATION FRONT ELEVATION IBJ (NEENAH R-4976-2 TYPE A) �I �I OR APPROVED EQUAL (2) 10" DIA. I2 LOCKED TO 1/2 SECTION CMP �� 1" PORTLAND CEMENT CONCRETE OR FIELDSTONE 6"PVC 6" � PVC PIPES 9 id MORTAR CAP CONCRETE HEADWALL 12" COMBINATION ENDS FOR (FOR REBAR INFORMATION 1.5 1.5 HEADWALL # 1 SEE DETAIL FOR 1 O T (2) 10" DIA. PVC CURB — BITUMINOUS MIX 12„ HEADWALL # 2) �J 6" 1 cr TYPE I- 1 DENSE / GROUND I 1 3" CLASS 1 , TYPE 1- 1 NE I BITUMINOUS CONCRETE FINISH GRADE HEADWALL # 2 DETAIL I SITE PLAN OF LAND IN rr = 6" 1 " TOP COURSE18� (NO SCALE) - MIN . SALEM , MASS . H3O .. 18 FIELDSTONE 2" ,BINDER MoBaDED IN eaucE 12' GRAVEL BASE No ty"566PREPARED FOR: SALEM HOSPITAL COMPACETD TO END ELEVATION HEADWALL # 1 POND OUTLET DETAILCiYTL � SCALE: AS NOTED DATE: MARCH 12 , 1992. OPTIMUM DENSITY HAL FIELD FIELD STONE ( NO SCALE) ;., ;- SCHOFIELD BROTHERS , INC. PROPOSED PAVEMENT SECTION MASONRY ENDS PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS AND BITUMINOUS BERM DETAIL REV. 5/28/92 1 COPYRIGHT 1WORCESTER ,ROBY SCHOFIE D BROTHERS ,O1701 INC. (NO SCALE) SHEET 2 OF 3 D. THE POND LEVEL SHALL THEN BE TEMPORARILY LOWERED TO NOTE: APPROXIMATELY ELEVATION 77 BY PUMPING . MAINTAIN THE POND DRAWDOWN UNDER ITEMS C AND D SHALL BE DONE cbm POND AT THIS ELEVATION UNTIL INSTALLATION IS COMPLETE. SLOWLY TO PREVENT DOWNSTREAM FLOODING . MAXIMUM E. A SILT FENCE BARRIER SHALL BE INSTALLED AROUND THE & OUTFLOW RATE SHALL NOT EXCEED 0.5 CFS DURING DRAWDOWN. 6 •9c LOCATIONS OF HEADWALL 11 AS SHOWN ON THE PLAN . THE INSTALLATION OF HEADWALL # 1 AND ASSOCIATED PIPES � \ cFA SILT FENCE SHALL BE "ENVIROFENCE" OR APPROVED EQUAL . &1 �q INSTALL BY THE MANUFACTURERS RECOMMENDED 'TOE-IN- AND RIP-RAP SHALL BE PERFORMED AS QUICKLY AS POSSIBLE • . s9 x 7 C� TRENCH" METHOD. TO MINIMIZE THE TIME NECESSARY TO MAINTAIN THE 88 x 6/ • • • • • . 'L [� / •� •� \ . F. REMOVE THE EXISTING 8 INCH AC PIPE AND INSTALL THE PROPOSED LOWERED POND ELEVATION A PIPES , HEADWALL , RIP-RAP AND STABILIZATION . / , • \ ' • \ \ \ �2F G. ALLOW THE POND TO REFILL, BUT MAINTAIN / / / q� F=:=l SILT FENCE IN PLACE UNTIL DISTURBED AREA IS STABILIZED. , • , �� / • \\R= 111 . 13 -� 49 4 -- ° 92 xo �� __,-• . ,� 95.05 00'OS \ e7 x 1 F`o9 80 x 9 • • /,9 F / • / � V� - 80x9 � • � FT / 46 \ \ • �� / � X62° _ off,- - - - - - -- _ , F \ �•\ � � • \ 4 x 5 • •\ 74x � � � • B ALMEDA STREET :�� •. 5? , • • , � „�,� = - \ - � • . . � \ 87xD I A . :• \ I•�••• PAVEMENT _� // •••/ �`a� �9 4 • / LOCATED 76 x 5 EDGE �° ,• OF �`''•� R = 319-21 3 04' ,' �' . \ °N \ . • • 6 8,, \ I --; 59.93 •• -°'s/ • \ EXISTING SUMP TO BE BACKFILLED IN 8" LIFTS I N 44° I 130 W • • • ' •� ' / '�/ ' - - _ • WITH CLEAN GRAVEL BORROW AND COMPACTED I _ P,ROP. DMH # 8 / / / - • \ TO 95 OF MAXIMUM DRY DENSITY AND PAVED I \RIM = 80.2 / WATER ELEVATION (OUTLET PIPE BLOCKED) _ • • • WITH 3 OF BITUMINOUS CONCRETE . , 1 INV.= 75.3 / / TAKEN 12/19/91 , ELEV.= 79.8 BY SCHOFIELD BROTHERS , INC. _ ,\ •� • 79x1 _� / / i TAKEN 9/4/90 ELEV.= 78.5 BY ATLANTIC ENGINEERING AND SURVEY CONSULTANTS \85 x 4 PROP. DMH # 4 (WITH BEEHIVE INLET GRATE) : PROPOSED CHAIN i / \ � � \ • \ \� RIM = 72.2 \ LINK FENCE 1 A5 / • �- INV.= 69.71 (I2' ) o \ 1 • ...... / / \ • \ 1 HEADWALL TO BE REMOVED INV. = 69.4605°) c � _ P6....... ¢ / �l 3.J �\� J `� \ BENCHMARK : - CHISELED SQUARE ON TOP • �- 1' WETLAND / I OF CONCRETE HEADWALL . D DELINEATION `�\\��\\ ` \• „ • \ \ / TE PORARY YB S ti PROPOSED INC. ARO ND IN e 2 y W.D-I. I \\ • ELEVATION = 73 .74' �� � OPEN � g/21/90 �� � � �`.\ ��\ \\• DUR G CO � 01,,, PLAY-YARD I: EDGE OF SPREADING PHRAGMITES (GIANT REED) SEE E I I'; I I AS OF 12/Sl DUE TO ELEVATED POND LEVEL `� `� •• T`� � t 1 RESULTING FROM BLOCKED POND OUTLET z4" # 5 I PROP. DMH # 7 /i' -- - \ �\ 11 �• �6 f 78x9 \ \ 1 /NV;6,1 6 D r. PROP. CB # 4 "'...° - - \ RCp w 1 ' RIM = 79.s \` \ \ RIM = LAWN 8i SAND Q • '' A8 p I A9 6" INV. = 74.83 ' A22 2'R INV.= 6�oAP LY G PROPOSED 6' I I s" INV.= 74.67 PROPOSED TEMPORARY SILT ,� o......_....- \ .. A 2.3 HIGH STOCKADE •I Z a' ' io" INV.= 74.5o FENCE AROUND HEADWALL a21 ' .- ' ` ----� � NCE ALONG `� '\ -- - - -A24_ _ _- - ` . \� CV. \ e WITH ERVATION PERTY LINE =co , I I / 12 INV.= 74.30 ��� o_.._._ CO AREA TIAP I D I 1 AND ASSOCIATED , /. A�5 1 ,r 00 00 � GRASS EED. SHED 1 _ / / ........_... --- \I I as x8 40 to O SHED 7 x e _ I. / / RIP-RAP 2ocC / �� 1 M� II II tl 74� _ s STONE WALL6 , - / i EXISTING 8" PIPE INLET 80 x9 \ % 1 • I 30" ^Z z z o :, .. II,, .,. . • D WILLOW I / INV. 78.0 moi- / '/ \ 026 /� •J / / /❑ 6" ASH ` 1 u - - - 5' RCP r -�I 44° 37 ' 25'' W _ ExlsT 6 AC TO BE REMOVED y� , / o' �N oo v w r D- -- - - - PROPOSES HEADWALL 1 -- I n.. ��_� w o 4A� ❑ 12 >0 98 Exls D ° (2) to PVC AT 7.4% # , 20 PROPOSED / 4�ea �-RCP--fir aT 4.4 /o INVERTS = 78.9 . DRAIN EASEMENT i z z I _ 76 ROP. DMH m'- 0 5 LOCUST i wx I o 12'TPlINMAPLE813"MAPLE TOREMAI - P 5.82 • RIM = 80.4 # 3 ` - - - - - -� i" � PROPOSED // / / / (D ` - *INV.= 79.15 DAL �0 , - -- _ _ �' HEADWALL 2 ' AA9 r nano �� a I ROFOSEIS LWN AND LANT GS 80 ° 6 ` ` `- POND - -A14 A15 INV.= 7s .o# �' STAKED .HAYBALE AND SEDIMENT BARRIER -ttof oo eo In N co tDD40 �- - - _ ��, \AU G� LO�CATELP q'PVC_--RD • 4"PVC in �n to QO 1 Y..... . 0 �A13 - .° AI'b� 5 PROPOSE LAWN so -�,� - / sa II II II / it TP# 2 � Al2 ♦ AJC / - NOTE: . v r•> > > o ^G=60.6 I •, TP#4 AND PLATINGS ! /z� _ / _ ♦I�83.0 x 84 \ a"'' zzz ti I ( • , I u' q ` ���_ ♦ O/gl / (3)9"CHERRY MULTI STEN. APPROXIMATE WETLAND DISTRICT BUFFER ZONE T a It - - - 76 _ • o �o = -._ �!� �_ Jt r � .�'� ♦t WILLOW �\ AS SCALED FROM MAPS ENTITLED "WETLAND AREAS \ f� ce _ oin00 W� I � • • ' . ,;� ' 82 � RAMP �© �/ /- ♦ -� I MASSACHUSETTS" Zcr � � o O / PROPOSED BUILDING ' ' • • GJ _ ���umm�� � �� °° 4/ \ ( �� DR. JEROME LONG DATED MARCHPSEPA97D BY: ° r O z/j CV Q 00 i O CONC. WALK 6 • 0 ___ F- 4 - -- x I J i CO d O 1~ TP441 ( 125 x 48 ) N -w v �' S`xQQ�� /qO ��-E GE OF CONC. ALK ' Z �' a 1 F 'P5-8 1 �� v ° > O • m r \ 86 x 4 Lul Cc D SLAB ELEV = 81 .0 eoa�`'S + ,� Fo 409 F RMS 6" CURB =a w W cn = TOP OF FOUNDATION WALL = 82.0 2PC�p� / E ����, Ty--p eco • OP. CB PAVEMENT PAINTEDQ,oQ N N �R M a F 1\ 15 SPRUCE / / . • • e • \ . , • ' • , o O PROP. CB 1B ✓• TP# Q y `-t � r�i O IO TP# F / # . RIM = 82.8 4Y 1 _ Q PROPOSED LAWN AND PLANTINGS 0� RIM = 80.5 INV = 79.8 8,1 Pv-��> Da Ba 1 , • • • , \\ • . ' • ao II Q / pVCl , INV.- 7.5 0 - a 12 SPRUCE > a / 6 x RD l�P �L ; /�9'AT 1.6 /0 / r 1 • j \ U 10 FG= ❑ o.� Z 78 " 78 80 FG= 81.0 5 0 . ��Q A 00 `� !-- - /. i- \ PROP. DMH # 10-1 9 �a`' +Fv' •• Ix`� /'/ • s• •• �h � 1 ° °6 CHERRY -• . • �� \ _ - -� • • • . l 1 RIM = 80.7 �' • - • (3) 6" HACKBE BERRY . --- - I /O p ~ INV.= 79.4 FV PROP. BIT. CONC. CURB • YP.) • e• • •� 13 1 ' - --- 5 .47 _�S q 20' EXISTING LIGHT oLE 514.66 ---84 r • • • S 43° 55 �9 F 3�o T I _ -.WOO BE REMOVED G= 85.2 x• • • S 43° 33 37 E• • • • ' I e • 4i . �. • --- •• 3' x xl ��...�.,->- ��-lam u�` �-�.�r..u _�:< 'c.a�,i �s -- D ° I PROPOS WIC'ANB PJ,QNTII�C�S` x - FG=86.4 I FSG= 710'R6' TRANSI N TO GRADE 10R 807 84 ;:::�K FIG.= -- a 6" BIT. CURB � EXISTING CB#3 Q EDGE PROP. BUILDING SEWER RIM =78.3 EXISTING CURB TO BE \ PAVEMENT 1 • OF 6� TRANSITION TO GRADE I REMOVED � INV.=75.8 83x0 \ s 85 x I 79 x 2 5 9 79x6 C O� L BY � 84 x 8 � 85 x B S / 86 x 8 STREET S � g �----------__ .-___--- 78 x / EXISTING 8" PVC STUB - � SLOPE = 1 .71 % S ---�"t�7/ S S -- - - /l SMH RIM =8662 88x4 TO BE REMOVED e SMH RIM =79 7 I INV.(IINI =76 70 1 • -- - t ( ) INV:= 73.07 EDGE OF INV = PAVEMENT f Q Qov �p Qov I(DOUBLE PROP. OIL / GRIT SEPARATOR #2LEGEND: RIM = ao.7 , INV.= 77.3 SPARATOR # 1 INLET GRATE) # PROP. CB # 2 SYMBOLS AND ABBREVIATIONS SHOWN ON THIS PLAN RIM = 83.2 RIM = 84.7 INV.= 79.56 INV.= 81 .5 EROSION & SEDIMENTATION CONTROL -80 - -EXISTING CONTOUR GENERAL EROSION CONTROL NOTES: 5. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED OR WHERE 80 PROPOSED CONTOUR SPECIAL STABILIZATION MEASURES ARE NOT SPECIFIED SHALL - LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE S THE FOLLOWING ARE GENERAL EROSION CONTROL SPECIFICATIONS TO BE LOAMED AND SEEDED . DEPTH OF LOAM TOPSOIL SHALL SITE PLAN OF LAND IN EXISTING SEWER LINE BE EMPLOYED WHEN WORK IS TO TAKE PLACE NEAR WETLAND AREAS BE A MINIMUM OF 4 INCHES . APPROXIMATE AND ARE BASED ON FIELD LOCATION OF ALL S PROPOSED SEWER LINE TO PROTECT THOSE AREAS FROM ALTERATION: 6. ALL AREAS OUTSIDE THE LIMIT OF WORK ARE TO BE LEFT �- g y y VISIBLE STRUCTURES SUCH AS CATCH BASINS , MANHOLES D EXISTING DRAIN LINE UNDISTURBED THE CONTRACTOR SHALL STAY OUT OF THESE [ /rj `�,, `tea D PROPOSED DRAIN LINE 1. PRIOR TO ANY DISTURBANCE OR ALTERATIONS OF ANY AREA ON AREAS AND PRESERVE THEIR EXISTING VEGETATION . SALEM 5 1 AS IS • WATER GATES , ETC. AND COMPILING INFORMATION FROM THE SITE WHICH IS UPGRADIENT OF A WETLAND AS SHOWN ON 7. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED FOR THE PLANS SUPPLIED BY VARIOUS UTILITY COMPANIES AND RJ PROPOSED ROOF DRAIN LINE THE PLAN , A STAKED HAYBALE SEDIMENT BARRIER SHALL BE INSTALLATION OF PROPOSED HEADWALL # 1 AND PREPARED FOR: SALEM HOSPITAL EXISTING PROPERTY LINE INSTALLED IN THE LOCATION SHOWN TO PROTECT THAT WETLAND ASSOCIATED RIP-RAP. GOVERNMENT AGENCIES. IN ACCORDANCE WITH CHAPTER 82, ��, 83 x 0 EXISTING SPOT ELEVATION AREA • (SEE DETAIL-SHEET) A. DRAIN MANHOLES 1'I 4 , 5 AND 6 SECTION 40 INCLUDING AMENDMENTS ALL CONTRACTORS s' FG= 81.0 PROPOSED FINISH GRADE ELEVATION 2. ONCE INSTALLED THE STAKED HAYBALE SEDIMENT BARRIER SHALL BE INSTALLED WITH THE INTER-CONNECTING 15" AND 18° SCALE: 1 " = 20 ' DATE: MARCH 12 , 1992. ci 9Nt�(£ ►. PROTECTING A PARTICULAR SECTION OF WETLAND SHALL BE RCP DRAINS. SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND "' er CB ® CATCH BASIN MAINTAINED IN PLACE UNTIL ALL AREAS UPGRADIENT FROM THAT B. THE 12 INCH RCP DRAIN FROM DRAIN MANHOLE 1� 4 SHALL BE SCHOFIELD BROTHERS INC. ( Na:x576 SMH O SEWER MANHOLE SECTION OF WETLAND HAVE BEEN STABILIZED AS SPECIFIED INSTALLED TO THE LOCATION OF THE OUTLET END OF THE EXISTING + GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION WORK OR 1 �: ° 4p HEREIN . 8 INCH AC PIPE. PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS ••� •� i LIGHT POLE 3. THE STAKED HAYBALE BARRIER IS ALSO INTENDED TO ACT AS A C. A TEMPORARY CONNECTION SHALL BE MADE BETWEEN THE 8 INCH CALL DIG-SAFE AT 1 -800-322-4844. %• • =,QST`''-•, . ' '� ' :r;' •: " o A 20 WETLAND FLAG WITH NUMBER 1071 WORCESTER ROAD FRAMINGHAM MASS. 01701 LIMIT OF DISTURBANCE. ANY LAND DOWNGRADIENT OF THE AND THE 12 INCH PIPE AND THE BLOCKAGE OF THE INLET END ' ' EXISTING TREE OR BRUSH LINE BARRIER ACCIDENTLY DISTURBED SHALL BE IMMEDIATELY OF THE 8 INCH PIPE AT THE POND SHALL BE REMOVED TO COPYRIGHT 1992 , BY SCHOFIELD BROTHERS , INC. INV.= • • • • • • • • INVERT ELEVATION REPAIRED AND RESTORED TO ORIGINAL CONDITION . ALLOW THE POND TO DRAIN TO ITS NORMAL LEVEL. (ELEV=78.0) ; REV. 5/28/92 SALEM WETLAND DISTRICT BOUNDARY 4. A PROPERLY INSTALLED SILT FENCE MAY BE SUBSTITUTED FOR 0 10 20 40 80 FEET ® SOIL TEST PIT LOCATION THE HAYBALE SEDIMENT BARRIER WITH PRIOR APPROVAL OF THE ( CONTINUED ABOVE) SALEM CONSERVATION COMMISSION. .. ..5 10 20 METERS SHEET 3 OF 3 t n T l" '� • ot IN kA`E; naF. WATF_tLiHG'J rlpp[,7 r0 pS - `fIL Nv 69.7t 12 ? FEhJI F �- - N � 1D � TrO f=fLor`1 f7S - � o1Ilov ) PTF RrtrgYi � 9ESE Rrv"qFL :NV - 69.46 I t5','",rJ � ` �� /' , � C\.4. 1-'J`SE�? ti, Jv lI '� "• 1. H to f LAY-'i f. Q — EDGE OF SPREADIN PNRA :M1'E` `i r L D -F F r , _ i TO ELEVATFt) t. rxL' _ ✓' - Lir `l Y 4 RESULT IN', FRO bin KEC P,-,N' ' .i TLE _ �2� T1 � Y� a Q PkGr. CB i! d PROP. CMH NIV.-- 68 8 PROPOSED GHSTOGKADE • z'<: '.• *A� RIM =-i0!9 a �.8 ro T FENCE ALONG { 8" INV.= 74.83�4�r -7 6 t Ext STI Nf• PE p E a / I h • AREA TO BE PAVED PROPERTY LINE •I ' a 7y 67 t d i�" INv.= J�JO ro �r.�T ,N Pt raCE- ate ' SHED h / 12" INV.= 74.30 r` SHED 76x8 I I C \ NF- wt µ1E.�'► Q�MW 4 �- ,r (T,.. STONE �2 Ccf '>Cra` `' D wig w - - WALL �' EXISTING 8" PIPE WHET ° — -- - • - - ' INV = 78 0 4Q� � � ) f •. �. OW, iA10 ° _ : a - - . AT � .,.r.----- PROPO:ED HfACWALI cf z. I l _ 'h RO a �, � INVERT = -r#� 76, EX11T,/✓ 0 2' WIN MAPI;F - 4%16 \ qq xL&j o `` _ W A-r Elts N rg ps- S J. 79. Z �.,• I FG=806 •� '- #q •_F ' ` t E , �Ja ! // r ` r T w uI IPI N(T I S • . / f'� �;,.. � 3 I `� \IV47Z %k51+�0 !' PROPOSED B!_;ILDING • � • ' • • . . . .. \�\ 00 CK N 1 1 • e�i • 1` a r�i-a._r��'! _/"'L rr• k AM J� 11 ( 125 ' x 48 ' ) C ,:c%C *A,R I SLAG ELEV = 81 0 �'�� . tiQh a' FRMS 6 CURS -' _"'_� � Yi OG m __� E r, E OF CONC. ALK S h� „ LL; W I Cn I �e Q 1 y, 1 • ! ' ' oA i TOP OF FOUNDATION WAI__l_ - R? ' �o-c� 22 Z �Qv J �, T 1YCl— . IGML_ P[ l( 14 ri y n r a 2 10 I PROP. DMH # 1 0 TP# 3 0° PROP. CB k Q I r- RIM = 80.7 v 3' \4--,RIM = 80.5 n� ? _ �C cr / INV.= 79.4 vi p1 i � INV.117.5 r Y 178 _.. 80 F� ' -7 9 IN IS ` V' ! SPR )P �Brr �LCONC lrl IR[� i� '� ~ •� •• v • ' C 77 Cb# .'� ti - {� EOx7 '--' \ ` �� f �•ra ! �• �:-. / v PROP. BUILDING SEWER RIM =78 3 �1, EXISTIN'; URB TO BE K' / \ Are-IZ'T � I:O REMOVED` 79x2 rs 19IX - G 3 ---_ _3 C U L B Y , ---- ry x6 / - — G -- { EXISTING 8" PVC STUB --� y Su -= J - _._.. ---- - - - - S S 7S rZ TO BE NIV RIM '797 I IOO ' WETLANC' Cb,NNF k Ir IP 1�1 'ROP. OIL ;/ GRIT SEPARATOR tt)( I 1 LEGEND: RIM = 80.7 , INV-= 77.3 �LF SYMBOLS AND ABBRE�1ATIONS SHOWN ON THIS PLAN RIM —.EXISTING CONTC!JR e — PROPOSED CONT :• IR - - DENT=S wgT�ItSHr_ � !3�� NrRh n� =-OHTh:: N CF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE: y - - EXISTING SEWER !INE APPRC'XiMATE AND ARE BASED ON FIELD LC C:w.Ts�'-iJ OF ALS - — - PROPOSED SEWER LINE IBLE STRUCTURES SUCH AS CATCH BASINS MANHCt.E - __. EXISTING DRAIN ! " NA r 1 C'ATES , ETC AND COMPILING !NFORM,4TI )N E :_ /�+ D - PROPOSED DRA P 7NiS SUPPLIED BY' VA.R[OUS U?'!: )T 'OMP ,N LS N", k , _ _ - PROPOSED OC }, ^7• R ,AIMENT AGENCIES, _;, !N AnCC �! P. ,' i. IT: . -Ea.I IY1tJG PROP' 0 P O �,Q (� N S „ - AGENI ( C t ) 4 a � n + X! Jf!NG ` F 4.7 :NCILt.DINT Y �'i�•�!E NIDMEN-1[ N.; - - J . 1 q - z3 - S � oR t_tr„ 7 S o c wJ4T 1-CSWc03 `f qNU 3- SEr_ Ex� tr,If C1z,IV T . -� t/S vvAT•r=_tZSIfF,�) r17ge Go.Nr/41vF' J tN rr{� 2i-voL' 714T/?^� M,4 A-( s:1GE �.__-J-�--". •• - 'S! IC' s// '/` - - - _ Ni NAT?F, AT ET PIPE BLC 'KED ` ON 7AKkN 12 a, FLrV79.8 BY .:;HCciELC hR. T!1 E!2 AKFN 6,' gC cV. , 9.5 BY 4'LANNC Eh, 'vLEPIN> A:J- _':RVC'1 _ rA".- _� T 4 ' S Irl 1, � ^,.i . -. �.- k 0 r `C CHAI'Y j • A6 / I °O VRFL v _GFvr J HFALWAL .E N. .' I_ ! -- hiGii ( • / GOMPVI C,, JpF-nF MNT S . W: '-KND1 ;is "'. .-'.r:. ' h� ` _ - _ • ' _33_ 33 .. - - AND / PRoTL Giron/ Wc.T RgG_% . 3/Q GMIZ N - j t•Fi Ci ,k^ ^..`i, ' ( l pEI Tt INE _ /:. /o. S7 �1��Q13. WI7- i E%12 Ti iylr wND o,TL.Er GY W C' FvNcTioNIN(r AiSvr•"jEQ. t_! .' l' .. 3 j l i DPF., 9/21/9'; / r o PI ny Hi; i _. _ —EDGE OF SPREADING PHRAGMITES (;AANT REEi -- I r -� - AS OF' 12/91 DUE TO ELEVATED POND LEVEL i # 5 RE-ULTING FROM BLOCKED PONC r'.ITLET j-rN 4C I �/ PRCP. CB 4 ' : RIM = 72.4 i i I 1 a A3 3 w / A22' 12."'RCP ' �/ PROPOSED 6' ( / INV.= 68.8 I ( / HIGH STOCKADE ' 7 - /�T e K. >11 k: '� - _ L� FENCE ALONG PROPC)SED HEADWALL i 3 / A21 D I I INV.= 76.0 ,i ;0000, m v PROPERTY LINE -"-----•- _ - -- c eo M + v, i AREA TC BE PAVED SHED 1� I 6� - -- =o ° � � 7�`` I ' °' iJro ' I SHED xk e ! �- - - -- I �A20j / 80 x9 o A . W > , STONE wnLl , - ���..� 39 % EXISTING 8 ' PIPE INLET z > - ? C:- • 12" RGP L ' -- - . AT AC -`- 16 APPROXIMATE LOCATION / //,i / . . I. N z z ! N 44° z 7 3333.. - __..!_.. -__ D EXISTING \I - 6 5'+ 8 4t INV 7 / f (00, 6 ASH _ �5 — ✓ oox m -- -- Iib 5 RCP _7 ��: Ea:STING PIPE END (TO BE REMO ED) ILL A10 ^ PROPOSED HEADWALL t / a_ m w n o 87°T - - ._ � !l) .�-..--�'?' y ROP. CMN 3 \ INVERTS = 76.0 DR ° DR PROPOSED SED / z z I 'f • IM = 80.4 , 5 LOCUS 13 MAPLE IxS _ _ AIN EASEMENT i N ! 12'TWIN MAPL h F�4� NV.= 77.8 - - - - - - - - . PROPOSED I " " PVC ^ A14 HEADWALL # 2 / A(9 w w o- EJ&E a 67,8 ,. ' - ° V\ ---- - - A 15 - INV.= 80.0 / j y • AT 5 /° OF PONS `0 / No GR�uwpwq rgK oN 12-'1,0'9! CnT. � .. i - 4•PVC RD • 4'" PVC -RD FG= II ` °\° OG C / TP 2 -5 80 7 p� �. 13 _-__�•� �. AIb \ I A L$ Q i FV=8n6 • E TP#4 C� - � -Q /91 _ _=� (3)9" � � \11y ate ? CO �UIL�,rtV / S —__ 1 '�/ ._ 3333-- o F• PROPOSED BUILDING 'A/1' � i j Q _ – qj ° R \ • • •!• • i s • •I a O� �� AT1T� `RAMP y / uJ�O �K � 4 /\. - N I CO P/4 RT Ulr l /iQ CONC WALK6 • r I ° �� �r._.�_�R " sem' 'r��\^ oz O TP# I ( 125 x 48 ) o o N _ - -- f: cv w ° ire � � - -- � 0�0 W AT I _1?} H { ) �'S P�� O r' ` . % � -E GE OF CONC. ALK - • j a \ I I - a - w C I co �` SLAB ELEV = 81 C �p c + �P F RMS 6" CURB. w Q I P G /O F6' c °\n/ 22 -�-{ NTED ¢ ° F ww ------f'>�P OF FOUNDATION WALL = E32 C c �, / ,o - F --- EMENT PA' LL crpGE � 7-f.2 / PPP Q�1i _ TY P T LL N �� (9 M �' no 4Rw :JwNrS t / TO# 3 / / mcrPROPCB # • wA l — R 1' 4 T ov .a/ao� 9r G6vGRa76.ty / aF 3 RIM 80.5 \ • LHDo� .JBur� p< / r_ { �Y. 6-� 5 INV.- 7.5 j �S T` 1.$ 0- Q / �. , FG-80.6 No sao ,NUwf1*i!R on i 2 / / yip O oN z/zo�y/ •L r a-4" PVC FG= 9LO �� / 0� // --*-.._�._--... 0. . r ' S^ 7p 7R DRA_N �T' PVC4 EASEMENT �U � I - j BIT. —GONG1-CURb•w <'.' ! _- �11 -/ _ -..��j ••• i • •' 3) E ' E / S D ° • —i—r — • • LE TO ' • 1 .• �wx - -- �! ^ 2C 6E WOVED,T �I4 .b� • • Y rrr •x _ ..r c. 1•itl . s. FGT=fi 10' \ � D�\C. _� 6 TRANS1710N TO GRADE /� �• �� �. +� �� rr ----=__---_-T_- a-EXISTING CB# 3 _ 80x7 a_•�r. �. `�-�- e .......--. _. . y EDGE PROP. BUiLJIN% ;EWER RIM =78 3 " - `� EXISTING CURB TO BE \ 6 REMOVED INV=76.9 �j /ll� r 11 S f-}� I� 83x0 — - - - - - - 7x9 COL__ BY /W�T �" I! sl+.� ;�-``" 86x8 EXISTING 8 F'. 0 3TUB -�.� -1 71 s- ,DMH RIM - ,97 ---- --- - - S - - -� --- - ' 7 SMri RIM =86 GC NV.iIN) = 76 70 (TO BE REM VFUj - i -� \ r 3 M,„ r IN'J = 73.07 -.l:,E � N ----- ----- - -- PROP. DMH I - PROP. DMH # 2 PROP. OIL / GRiT SEPARATOR RIM = 79.5 RIM = 81 .4 LEGEND: RIM = 80.7 INV.= 7' 3 i0' INV._ 7.374 '0"INV = 76.44 __YMBOLS AND ABBREVIATIONS SHOWN %'N Teti:: F -At : . 4"'NV.= 7"?.3'"` 4"INV.= 76.95 - -- BC -- —EXISTING Cr)NTOUR "n�` � DgN°T T_ s w4T1°14,14r 80 --- PROPOSED CONTO.IR LOCATION CF ALL UNDERGROUND UTILITIES SHOWN HERECN ARE - -- s ----- EXISTING SEWER UNE APPRCXIMATE AND ARE BASED ON FIELD LOCATION C'F ALL - - -- S - --- PROPOSED SEWER '-INE �� r� N ' VISIBLE STRUCTURES SUCH AS CATCH BASINS , MANHOLES ----- EXISTING, DRAIN UNE T WATER GATES , ETC. AND COMPILING INFORMATION FR^M - D --- -- PROPOSED DRAIN LINE PLANS Si�PPL1ED BY VARIOUS UTILITY COMPANIES AND ---R� -. -- PROPOSED ROOF DRAT". LINE '� '� Q - I, �� N II ( "�_ u S --- -- EXISTING PROPERTY LINE GOVERNMENT AGENCIES. IN ACCCRDANCE WITH CHAPTER 82, E z C. EXISTING SPOT ELEVATION SECTION 40 INCLUDING AMENDMENTS ALL CONTRACTORS F3 = A1.0 PROPOSED FINISH 'GRADE ELEVATION 1 . //1 Ta SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND Ca 9 CATCH BASIN GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION WORK OR sMFi O SEWER MANHOLE CALL DIG—SAFE AT 1 -800-322-4844. LIGHT POLE r a Azo WETLAND FLAG WITH NUMBER No i>_ : F'o IL � I n r I � S - � wis -� - EXISTING TREE OR BRUSH LINE 2 z 4- ° d S-'- I.V . • • • • • � • • • INVERT ELEVATION WET!AND DISTRICT BUFFER ZONE CSN �) r >r.s w'4T r_ res�r—. wii4+' SOIL_ TEST PIT LOCATION ..._...,.-r.w. .oa+ -n...,.�.r�...�-......+.. .-c.;_..-.,.....+..,�......,...va,....-.. _. e«-. �..�,.�...-..,•w,-•. . e . .. .. -may . ..--...� -.rv^ - - _—_ _ -__ _- � ...._._-. . n .,•T' '•'P"T^ on.._..r. ..•-a+... ._. -.„,..- ww.•. . ...wv...r..w•F ry.n�.x.�.,ow7._.�..�.'Tq m.y�...... ,.v/ n... .... ..v. ..-. �..re-_r r n,y d 0 c Ll 41 cl $ CONT. RIDGE VENT (TYP) FIMR6,LAS5 6-IINC-lLF6 6 APDOARPS 12 uio I, 12 .4" To wEATrfaz %tjl�l 1F�I7ROlZ 117-1 1/8„ s 5111 RO EL 112'-0 3/A" - - — — -- - ,t1ERp RD EL i07-2 /S" WO PLYWOOD AGGENT >3AND 71 SILL RO EL 102-2 1/�# j fill _ Y •t ----- -- -- - - ---- --- ---- -- ---- ------ ----- - ------ -- ------ --- -- -- - ---- ---- -- ----- -- - --- ------ --- -- - - -- -- - - -- ----�� ' - --- -- --- - - - - - - --- - - - - - -- -- ------- -- - --- -- ---- - - -- -- - -- ---- ----- --- -- - --- ---- - J FRONT ELF-VATIOt� RIDGE EL 1 FIl3ER61�4S5 .SMINOL S to 2 TA LrIv-Lr TO R- EL 7 a TIT, 4_- FIDER6LAS5 SHIN6l�5 � 7, (x8 FAGIA r T7 -_ �' rLij :UJ TO PL F1 1x6 PINE TRI'vl TO �A�ATIIER (TYP) -- GED —_ AR GLAOARDS I ly L---- - ---- -- -- - --- -- --- -- - - - - - --- - - - - -- - - ---- -J, t- - --•---- ---------- --- -rrr_ - -_ _r- ----- ------- -- --J � - -- - ----------- ------------- - _-^-- - - _- _-r _•- -- 7 LEFT ELEVATION u�aA o CONI TINUar- RIDGE VENT R10HT ElEVAT I ON CL U Vi t LJ t Q ri FIM6LA5S SHINGLES 6MAR U-4Pl)OARDS A„ TO WEATHER ' TOP OF PLATE M— 11d-d' HF�D fz0 o- 107-2 S" WO PLYWOOD AGGENT SAND Q SILL B- OZ' 2 — M:�— u --- - - - -- -- I - ' L ---------------------- =------------------ ------- --- ------ ------ --- ---------- ----- --- -------- ----- -- - ------ - ----- t -- -- --- - ----- --- - - --- -- - ---- -- - - -- - --- ---------- ------------ -- , LINE Of- FOUNDATIGN . r REAR ELEVATION (� sHr SH) AZ-} , , s. r a i 1 . k, .,. _ .. _ - . ... wir vn'.• Taw*a..a A ' L w C w M � CAY ld bgz:{{ii OPEN_ TO ta-aJ �r J 1 . 1 SAVE STOR. Or�1OE L.aMIE om-6E kart ROOM i EAVE S 6F GOND F=LOOR PLAN ^ �— Li 42'-21/2" 12'-5' 15'-91 11'-5' 15'-6' I— -- _ 1 4T-6' p n � r w P z w z 5'-0' 19'-0 25'-0' 13'-0' 14'-0' A' 0' 17-0' T-0' w w w z u u �. i 42'-21L2' 27-B' 22'-5' 21'-5' ao 11'•31 2' to i. — MFLtt -- A � 0 b PRE-SGHOOL TODDLERS TODDLERS o TODDIFS L---— (Q__— C�—_—_ ] MF�IGE - / m Z z ENTRY CL ' 11111111 coRrouz w Li CL i PRE_Gqw _ KITOt'F-N M6,6P KEN HC_AP_Y OM INFANTS WANTS � C_I--- Qr- Q �- m Qom- . 42'-21/2' B'-B" 9'-612' 9'-6' 27-5' 27-6' z -- --- — o Q N N w 10 � 23'-6' 125'-0' --- -- -- — — ---- — F1RST PLOOR PLAN I Al-i - is RESEARCH BY: RJF DRAFTED BY: JRA N/F SULLIVAN R/CyN/F ��,c� FIELD CHIEF: RJF/PAL CHECKED BY: RJF COMPUTED BY: RJF APPROVED BY: RJF v �gMgs� q• ,�Tq�� /46 G Nj 9ti 40' WIDE ) ` G � ON PLS Y N/F R 1� � ,o S'�'FF.� - - - - 4900'0 � N�/� � VINCENT PARZIALE R _ 111. 13' S cq�° ��NF - 95. 04' 04F til w \'°0 a), z dd ( 1952 ACCEPTANCE ) PUBLIC 40' WIDE a X12.0 Li ,- q6 f MgSS , Q = 18'29 43" ALMYE' DA ST " h E o R = 31 g.21 �. N o _ 103.04, LLI L z 6 6 b8 . . 14.10' 33 p� , \kp 59.93' N 44 16 30 W n�= 04°19'10"� � L - 24.06' DMH RIM = 60.a 79.7 TOP OF VERTICAL e PVC = 79.9 X CB RIM = 72.5 �7_7 N/F 0 �/-� n DIVIRGILIO N o I W L0 L- V) 3 Tu 4 77 1 V) Nt i K g r I X T 79.6 Y z UFri b J ` - cB S 9387'40'5 " mRv. RIM 72.4 x z 67..8 12INV.- se.s 5. r . V SHEDS I} I . D 0)Q II WOODEN LANDSCAPiNc rMeERs� �S 07' 18'59" _ '- ,Y '> '- 4.22' W _ INv.= 68.3 INV.- 68.6 STONE 2„ _. � , n 80.3 `- C �= 79.1 1^ _ - r S 52' 19'02" W / O u- W DMH RRA 80-1 j u u = 21 .31 ' [: 103.98' \ MN.o 68.1 - _ R(:F D 6' PICKET FENCE 1Y RCP'- \i 8" PVC INV= BOP OF HEADWALL 80.1 I .. \ r _ �. DMH RIM a 74.8 D .r 755 �.. •... `i. �t Q /I,/ .- w a t ~ N 44'37 25 NY.= 78., D -- -- - __ \ MFS, ;L:PrLN l CB RIM a 72.7 _ aQ- -i LOT 2A / G7 a 14 'D� INY = 695 ___._ y, -X WOOD FRAME � � 43'2 " E s - Q � z I Ow RAIN JINK NJs 75.7 ,�. S48!43'21 55. 1 28SS'2s" AREA - 65 , 439 ± S . F. -x X 4' C FENCE I �� 48' 00' - Q - sfu D�,,. SHED O �O,, � ' • J o ` ----- - ----- \, `..__ 38 e OR 1 . 502 ± ACRES 79.9 a i 6 *� I 80.9 �\�/�/ (c) / rCL Ln � i�' � `�-e X --- � --- .- -� � S 43'03' 12" E. - _ X CHAIN -- �-- - - -- - - 160.25' - a GN \� aa.s -�► �4�CHAIN LINK FENCE 2 8 82.7 a3 2 - --- 4' CHAIN I INK FFNCE ti 1 STORY WOOD FRAME BUILDING h 804 ----SIDFWAE_K- -- ... I - ;H;; = v : -- - X = 854 Z 0 (0w{ 1 # 3 COLBY STREET I D 80.2 * EDGE OF PAVFMEN! - "821 ���5 5.32 - FPCI PAVEMENT Ra �- W 81.0 gp.t\ OIL k GRIT SEPARAfOk •QOM' 6' CHAIN Q� I• ( \ c➢, �H RIM �- 79.9 - 9, LOT # 1 �6• L-INK FENCE � �' WOOD N a h 1 D ;� �`�� I C3 Rrt,� _ Z of '� i 802 �� 3 CO AREA - 41 , 624 ± S . F. F 85.5 Q 06 N, - CB RIM = i9.H �; a Q3.o __ 85.4 x 85-6 CV I I U I oF80.0 80.0 INV.= 77.3 �`' " (O , . . a0 3 80.2 84.6 \ '� - 100.00'- DMH 00.00 - O I: �\ } DSII Y NMN R734 78.5 ; SIDEWALK 80.6 OR 0 ° 956 ± ACRES DMH RIM = 85.1 Ln INV.- 81.1 86.1 Ow -� I LA0 9 - t 2 ec.s I I S 43°33'37" E I: � � °MN=�4.6 7s.9 eo.9 EDGE OF PAVEMENT 471 . 13 EDGE OF PAVEMENT i _ _- _ I I I S 43°55'39" E sta.a 43.53 - - _ �- 81 5 --------------- v 81.9---------------------------- - _-- ----Y - 86.5 - _ 7' Y C - _- - -- --- -- 7. .._...✓ 86.4 x- -- -------------_.-.._�_-- ----- Nv- 75.1 12" RCP SIDEWALK 2" 12" PCP RAIL FENCE �__ DEWALK she --- EJ'4Lk -- - --- DEWA -K iT RCF -- --- SIDEWALK--- - _--- SID _- .. slcN SIDEWALK D - M D 2" 2" 2" .\ - --- �T -- 2„__/� Y \\ --- --- --- -= r C'URBIN� CURBING CURBING CURBING ----_ cB RIM = 76.2 - CURBING CURBING \ NV = 75.7 (1N & OUT) 514.66 S 43033'37" E C6 RIM - 84.5 Ss ( 40' WIDE ) INV.= 81.5 ----- \ . SMH RIM = 799 D 1 SMH RIM 86.6 C3 RIM s 78.6 LEGEND: F SYMBOLS AND ABBREVIATIONS SHOWN ON THIS PLAN. 0 10 20 40 ao FEET OW OVERHEAD WIRES - -- D DRAIN LINE 0 5 10 20 METERS S SEWER LINE 86.6 x SPOT ELEVATION AS - BUILT DMH 0 DRAIN MANHOLE - SMH O SEWER MANHOLE PLAN OF LAND IN CB ® CATCH BASIN LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE WATER GATE �/� �/� A APPROXIMATE AND ARE BASED ON FIELD LOCATION OF ALL GAS RANTE S A L � M ' M �1 S S • VISIBLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER GATES, ETC. AND COMPILING PLANS SUPPLIED BYVARIOUSUTILITY COMPANIIES AND M LIGHT POLE ��`�M of I�6�96 GOVERNMENT AGENCIES. IN ACCORDANCE WITH CHAPTER 82, C3 UTILITY POLE _ A PREPARED FOR: SALEM HOSPITAL SECTION 40 INCLUDING AMENDMENTS ALL CONTRACTORS SIGN �►+ TRAVERSE POINT aSCALE: 1" = 20' DATE: APRIL 26, 1996. " 2ass SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND TREE �r pf`STt GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION WORK PVC POLY VINYL CHLORIDE gym„ °'J SCHOFIELD BROTHERS OF NEW ENGLAND, INC. o OR CALL DIG-SAFE AT 1 -800-322-4844. RCP REINFORCED CONCRETE PIPE PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS o INV.= INVERT ELEVATION c0 N/F NOW OR FORMERLY 1071 WORCESTER ROAD, FRAMINGHAM, MASS. 01701 COPYRIGHT 1996, BY SCHOFIELD BROTHERS OF NEW ENGLAND, INC. 7 0