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CLARK AVENUE EXTENSION - ZONING _ � - foKm���unS r''� r3 CIa�.K etre ex�na�cM JEP � � - • C E AE R- 1 ZONING DISTRICT CaL.Aw .. DEFINITIV SUBDIVISION y'Gy MINIMUM LOT AREA 15,000 SF a MINIMUM LOT WIDTH 100.00' MAXIMUM LOT COVERAGE 30% �Z� CLARK AV NUE EXTENSION MINIMUM FRONT YARD 15.00' MINIMUM SIDE YARD 10.00 ` i. MINIMUM REAR YARD 30.00' J CERTIFY THAT THIS PLAN WAS LOCUS PREPARED IN COMPLIANCE WITH THE I NO SCALE RULES AND REGULATIONS OF T E WAIVER REQUESTED REGISTERS OF DEEDS. -.0 �o \F0. _ LENGTH OF DEAD END STREET OVER 500' 96�ti `fly 61 k-416 p5 0 e��a LOT 2 +144 Lv 15,000 sq.ft. ,p 2 0.34 acres LOT 1TTl k6 �\ N/F V C.) 15,000 sq.ft. p ,� �� BARBARA DRISCOLL 0.34 acres PREVIOUS PROPERTY SALEM PLANING BOARD LINES TO BE S 33.29"00" E � �° APPROVED: �- J _ --- - - 100.00' �aN DATE: i i o x "a. TO BE DONATED TO 10 gg LOT 3 • is THE CITY OF SALEM TO CLARK STREET io 552 S F. i 247.01 01' _ ►,� 28,324 sq.ft. <___-- i S 33'29'00" E 100.00' �'j 47. 0.65 acres _ 100.00 � Lnkn . LOT 4 Ln w tii� 15,000 sq.ft. LOT 5 0.34 acres � 7- 15,000 sq.ft. c., L01 6 9) 0.34 acres m- °: P NIF „•, 15,421 sq.ft. w o \ " KENNETH STEADM0.35 acresAN o` ` .0k g� 13.51' S 66' 118.29' 70. 14' INDEX TO DRAWINGS ,0 .05' s 919'58~ E 201.95' — µ1NOF,�,� 205.16 J RALE 101,11' CITY' OF �j aLEroM SHEET 1 DEFINITIVE S U B D I VI S II O N PLAN , 59'27" E SALEM " 9No.264220 S cisTE�`� suRV SHEET 2 GRADING PLAN N F PATRICIA ARMQUIST SHEET 3 CONSTRUCTION PLAIN GRAPHIC SCALE 40 0 20 +o so 1150 SHEET 4 CONSTRUCTION DETAILS - WATER pt�,.' SHEET 5 CONSTRUCTION DETAILS - DRAINAGE SEWER 1 �h o SHEET 6 CONSTRUCTION DETAILS - EROSION CONTROL SALEM , MASSAC H U > ETTS CLARK AVENUE EXTENSION CLERK OF THE CITY OF SALEM, MASS. HEREBY CERTIFY THAT THE NOTICE OFAPPROVAL OF THIS PLAN BARTLETT & STEADMAN BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND RE— CORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING REID LAND SURVEYORS OF SAID NOTICE." R SHEET 1 OF 6 365 CHATHAM STREET L ' ---------------------------- R96-0301A LYNN, MASSACHUSETTS CITY CLERK R WR DATE: AUGUST 29, 1996 SCALE: 1 " = 40' 4 t PROP. STONE SWALE (SEE DETAIL PLAN NO. 6 ) _SOT r3s \ ' . 15,000 sq.ft. 0.34 acres - TRANSITION TO MATCH PROP. BIT. CONC. / - i \� I SILL EL.= i \ I ' .. ' SIDEWALK (TYP.) / 133 EXIST. BIT. SIDEWALK � 32 38' (BOTH SIDES) ,,• .,"...,...."",•,"" / PROP. STONE SWALE OT I 1 I // i✓' / 130 / (SEE DETAIL PLAN NO. 6) REMOVE AND REALIGN 15,000 sq.ft. EXIST. GRANITE (CURB / 0.34 acres ( 28 1 / CLARK AVENUE / ( _ GENERAL NOTES. .,..,, -" �,.. I , � I ` SIU. EL= - - � _. _.\ . CUT KEYWAY AND MATCHI ,� 127,50 I ____1 ... 1. HAYBALES AND SILTATION FENCE SHALL BE INSTALLED IN LOCATIONS SHOWN ON THE GRADE OF EXIST. BIT. CONC. PROP. GRANITE = • : I / CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF WORK. REFER TO THE EROSION ROADWAY CURB TYP. '" " I 08 \� \\ CONTROL PLAN FOR CONSTRUCTION SEQUENCE AND ERISION CONTROL MEASURES. ( ) L Q 2 E —_ PROP. BIT.. I — w j(Rrrr 2. STREET LIGHTING AND UNDERGROUND WIRING SHALL BE INSTALLED BY THE DEVELOPER �.. R.O.W. - L— ..;+� I \ IN ACCORDANCE WITH THE ELECTRIC CO. AND CITY OF SALEM REQUIREMENTS. %roe. 3. WETLANDS WERE DELINEATED BY RIMMER ENVIRONMENTAL CONSULTING. 8"W N 7 Q� �P N . � 8"* _ - � � 4. CONSTRUCTION OF ALL INFRASTRUCTURE SHALL BE PERFORMED IN ACCORDANCE S +b" SILL' ' .. WITH THE CITY OF SALEM REGULATIONS AND MASS. HIGHWAY DIPW "STANDARD ::: .... — ; 1 • �`' SPECIFICATIONS FOR THE CONSTRUCTION OF HIGHWAYS AND BRIDGES", 1988 EDITION. L7 . 7 .. R.O.W. _:., r----- -- s _ •-- ... �� 122.0"111 1� .r•- ,. * POP.-RST. ,: ,- .i •::.� s PROP. WETLA D F l J . .i` � �. l' ~--� '� AREA t 39 F y .� rr--:.r►� A-18 5. LOCATION AND SIZE OF PROPOSED RESIDENCES ARE SHOWN FOR DEMONSTRATIVE low-, � .� •• � _- , .:«.. ,, ,,.^; — ' PURPOSES ONLY.>r � -7 ———— w' _ _ F J. Y ""• Ii. I 1 _ _ - —=- 6• SHEET FOR MORE DETAILED INFORMATION w. LL __.,... - , - - -�^r, r 2 0' 1 AR (80 S.'O _.._ �,_ - - — RELATING TO PROPOSED UTILITIES. : 2 TP. , WETLANQ - --- 12'5 0 � 6 � ; r • ���� _ �' PR TIO ( 95 124 0 - _.,. , -- - �1 s �IL'C ; i �- , __ r A-ot ,J = PROP. ELECT., TELEPHONE LOT Z PROP. 8" GATE AND CABLE UTILITIES LOT 1 PROP. 12" PERF. VALVE (MJ) PROP. 8 C.L.D.I. P.E. PIPE, 104 L.F. LOT .3 WATER MAIN �CI-52) PROP. DMH s PROP WETLANDS STA. 3+10 5x EXIST. WATER FILL AREA PROP. CB MAIN CLARK AVENUE PROP. 15" RCP STA. 3+38 (L&R) 60 LF., S=0.02 r 6"W —u GRANIIE CI IRB -4 ' �`''' '`""''"� PROP. 8"X6" REDUCER MEET EXISTING o+oo 'i-,-;;r.�.- r•- ^• '"" •�`((�••�. wv BIT. CONC. -\--{- - 1- - I - —1— - --+- - :{ e" w PROP. 6 G.V. (MJ) �'• ,.-TT T�� �^�T••.� PROP. HYDRANT ROADWAY - ._ :. ::�•_: -`'�;:-J E �`t._.., . ;�a•:� GRANITE CURB 5' BIT SIDEWALK \ / . ... PROP STORMWATER PROP 12" RCP INFILTRATION BED REMOVE PROP 2-15" RCP �uW W (INSTALLED LEVEL) (104'X12') LIMIT OF EXISTING FLARED END SECTIONS INV. 120.50 INV.-120.0 W W 25 P.LF., S=0.01 PAVEMENT LOT 4 x' LOT 6 PROP. 15" RCP LOT Jr- 40 LF., S=0.01 PLAN SCALE: 1" = 40' 1 40,00 R,a,w, LOW POINT ELEV = 123.98 LOW POINT STA = 3+37.89 PVI STA = 2+50.39 PVI ELEV = 122.93 A.D. = 7.00 CL DOSTING K 35.00 S 3.0' -+---12' TRAVEL LANE 12' TRAVEL LANE 3.0' SMH SIDEWAILK GRASS GRASS SIDEWALK STRIP 6" VERTICLE 6" VERTICLE STRIP 245.00 VC GRANITE CURB GRANITE CURB-\ 112"IFT 491 FT 3/8„/F'T. co co 04 wm N M \6�0 cn w oz � g 0 > I o 000 ” m 6 LOAM & SEED m M M 12" SUITABLE GRADE Q o 00 2 1/2 BINDER COURSE TYPE I-11 LJ 5' MIN ~ o `� ,roi CV 8" GRAVEL 1 1/2" WEARING COURSE} N o cn 000 d- 2" BINDER COURSE 0 � N N N + N TYPE 1-2 _ CL OF PROP SMH 1" WEARING COURSE = NII M # O II ~ mIJj a — a' o00 v » > w W o. zZ a zzz 1.00% CONNECT TO EXIST.: MH 12' ABOVE ; INV. INSTALL I f ELBOW ON PROP 3" SCH 40 INV.=120.12 TYPICAL SECTION INLET; FORCE MAIN ` 12 PERF. P.E " NOT TO SCALE _0.01 INSTALL 3 GLOBE VALVE S=0.005 „ RCP AND THREADED CLEANOUT { '12 ACCESS CAP. PROP. 15" RCP r INV. IN=121.20 t' MIN •'' INV. OUT=120.0 i A OF f 1 10 io!' MICHAEL �'yG 6i" WATERTIGHT TV G M s t BCH 40 PVC $ O'NEILL SLEEVE No.27916 h ,�9�,• CIVIL DA771M ELEV Ila 00 Lo Lo 0 r,� cn �, � N � No N00 ,� � 0CN CONSTRUCTION PLAN Op U) 0 • Lo CA O CV f� In st ' M M ►� � � MCD CA N � N � N � N � N .- N •- 0+00 1+00 2+00 3+00 4+00 5+00 SALEM , MASSACHUSETTS PROFILE CLARK AVENUE EXTENSION SCALE: HORZ. 1" = 40' VERT. 1" = 4' BARTLETT & STEADMAN REID LAND SURVEYORS R�i SHEET 3 OF 6 365 CHATHAM STREET � J CLARKPRO LYNN, MASSACHUSETTS R WR DATE: AUGUST 29, 1996 SCALE AS NOTED THRUST BLOCK BEARING AREAS FOR WATER PIPE ROUND SURFACE FINISHED GROUND SURFACE G _ I TABLE OF BEARING AREAS IN SQ. FT. AGAINST UNDISTURBED MATERIAL FOR WATER MAIN 'FITTINGS* TEE ADJUSTABLE ° ° VALVE BOX WATER MAIN SIZE OF MAIN 90 45 (IN.) BEND TEES AND PLUGS BEND cy H ° ° 6 4 2.5 2 ° 45Q ° CONCRETE BACKING AGAINST °• .° • 45°' MAX. • ° N1, UNDISTURBED MATERIAL * ° ° o•, ° MAX. 8 6 4 3 O a °• ° ° 4', ° ° ° v GATE VALVE ° 2 MAX. 12 12 9 7 DISTRIBUTION VALVE ° •° ° ° ° . ° • °. 16 21 16 12 . ° _ — ° °- SEE TABLE ON THRUST BLOCK BEARING AREAS . . . a FOR THE AREA OF CONCRETE REQUIRED. * TYPE OF SOIL IS MEDIUM CLAYEY, 6 OR MORE BLOWS PER FOOT, OR LOOSE GRANULAR 9 OR MORE BLOWS PER FOOT. SOIL CONDITIONS OTHER THAN CONCRETE BACKING AGAINST THOSE GIVEN WILL REQUIRE LARGER BEARING AREAS. .� ' ° ' CONCRETE AGAINST (UNDISTURBED MATERIAL * ' _ TYPICAL WATER MAIN TEE NOTES: ; . • . . • . UNDISTURBED MATERIAL THRUST BLOCK DETAILS TYPICAL WATER MAIN PLUG 1. FOR FITTINGS WITH LESS THAN 450 DEFLECTION, USE BEARING AREAS FOR NOT TO SCALE 45 BEND. NOT TO SCALE WATER GATE DETAIL 2. BEARING AREAS BASED ON HORIZONTAL PASSIVE SOIL PRESSURE OF 2000 P.S;.F. AND INTERNAL WATER PRESSURE OF 150 P.S.I.G. JOINTS SHALL NOT BE NOT TO SCALE CONCRETE BACKING AGAINST ENCASED IN CONCRETE. BEARING AREAS MAY BE DIREGARDED FOR TRENCHES UNDISTURBED MATERIAL * � ' IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OIF CONCRETE BACKING AGAINST - 4 'o' " °, a •e A p THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE UNDISTURBED MATERIAL * ' ° .o ° '° ° 45• PIPE AND THE ROCK FACE. 45° ° °. ° MAX. HYDRANT MAX. 3. THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT, 1 ° WORKING DRAWINGS FOR EACH THRUST BLOCK TO THE ENGINEER FOR O . , H WATER MAIN r- - APPROVAL PRIOR .'TO INSTALLATION. °°, • ' TOGETHER.2 4. ALL VALVES AND FITTINGS SHALL BE RODDED TO FINISHED GRADE ° Ad '° MAX 0 .°i° ° o - * SEE TABLE ON THRUST BLOCK BEARING AREAS FOR THE AREA OF CONCRETE REQUIRED. CAST IRON VALVE TYPICAL WATER MAIN BEND Box AND COVER P UNDISTURBED TYPICAL WATER MAIN THRUST BLOCK THRUST BLOCK DETAILS SIDE of TRENCH WATER MAIN CONC. THRUST , ` SECTION DETAILS BLOCK NOT TO SCALE NOT TO SCALE 6" DI PIPE f a Q'DQ: MAIN .°v DQQ. -EXIST. WATER ' MAXIMUM SIZE 4• p 'p TAPPED CONNECTION * * WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE WA 2 TIE RODS (1 EA. SIDE TER ,MAIN MAXIMUM TA TABLE A BOSS SHALL BE PROVIDED OR THE TAP SHALL BE� MADE BY ` DIAMETER DIAMETER ♦ TO BE SAME DIAM. AS MEANS OF MUTIPLE CORP. STOPS AND BRANCH� FITTINGS, TAPPED TEE, M.J. BOLTS 4M 1/2" OR TAPPED SADDLE. " " 1 BY VALVE ANCHORING 6 3/4 NOTE: /2 C.Y. OF CRUSHED PROVIDE 12 SQ. 8" 3/4" WHERE NO PAVED SIDEWALK STONE 6" ABOVE DRAIN 4" THICK CONC. BASE TEE EXIST CURB STOPS &� VALVE 12" 1" ' MECHANICAL JOINT BOXES TO BE INSTALLED IN TAPPING SLEEVE STREET PROPOSED WATER MAIN HYDRANT DETAIL 2'—O" 0 MECHANICAL JOINT / PUSH—ON CURBING CURBING SIDEWALK JOINT TAPPING VALVE NOT TO SCALE GRADE VALVE BOX OR VALVE INDICATOR POST AS REQUIRED PLACE MASONRY BLOCK. FRAWE Nory STANDARD VALVE BOX UNDER ACCESS PIPE ON OOMIPACTED �o+� MICHAE COVER IN SIDEWALK �'i�, DO NOT REST ON VALVE PROPOSED WATER MAINa G.Z a4 O'NEILNo. 27919 CIVIL0 0 CURB STOP 0TYPE K COPPER�- SERVI ("o(CEFTO, BUILDING SERVICE SOCKET. CLAMPS AND TIE RODS ORP. STOP EXIST. WATER MAIN CONSTRUCTION DETAILS WATER MAIN WATER COPPER SERVICE CONNECTION TYPICAL TAPPING SLEEVE AND VALVE N"' 'S' NOT To SCALE } SALEM MASSACHUSETTS GENERAL NOTES CLARK AVENUE EXTENSION 1. IF SHEETING IS USED, IT SHALL BE CUT OFF NO MORE THAN 12" ABOVE TOP OF PIPE. 6. BACKFILL IS TO BE COMPACTED TO 90% MAXIMUM DRY .DENSITY BY AASHTO T-180 D. 2. ALL PIPES SHALL BE TESTED TO A PRESSURE OF 1.5 TIMES WORKING PRESSURE 7. ALL WATER PIPE SHALL BE LAID WITH A MINIMUM OF 5 FEET OF COVER OF APPROVED MATERIALS. BARTLETT & STEADMAN FOR A MINIMUM DURATION ©F ONE HOUR. 8. ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. • 9. (RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE DIRECTOR 3. WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE AND AFTER 24 HOURS IOF PUBLIC WORKS FOR APPROVAL PRIOR TO WATER BEING TURNED ON. TO 25 P.P.M. OR AS REQUIRED BY THE CITY OF HAVERHILL WATER SUPERINTENDENT/ENGINEER. 10. ALL GATES AND HYDRANTS SHALL OPEN "RIGHT". REI D LAND SURVEYORS R 4. WATER PIPE IS TO BE CEMENT LINED DUCTILE IRON "TYTON" OR EQUAL TYPE JOINT, 11. A.R.B. NEPTUNE OUTSIDE WATER METERS AND OUTSIDE BOXES SHALL BE PROVIDED BY THIS DEVELOPER. SHEET 4 OF 6 365 CHATHAM STREET 12. ,ALL WORK SHALL BE IN CONFORMANCE .WITH SALEM WATER DEPARTMENT STANDARDS. CONFORMING TO A.N.S.I./A.W.W.A. C150/A21.50, CLASS 52. H2ODET1 LYNN, MASSACHUSETTS 13. ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING MUST BE OBTAINED. R WR I 5. ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH A.W.W.A.° STANDARDS PRIOR 14. NO WATER WILL BE TURNED ...ON IN THE PROJECT WITHOUT WATER DEPARTMENT APPROVAL. TO PAVING IF PAVING ABOVE TRENCH IS' REQUIRED. - DATE: AUGUST 29, 1996 SCALE: NOT TO SCALE . iT SUBSURFACE INFILTRATION FACILITY A 1, FINISHED GRADE EL AI 11, 4'-0" MIN. COVER 2 " OF 1/8" TO 1/2" WASHED STONE ELEV. 2 12" PERFORATED P.E. (ADS) (INSTALL LEVEL) 3 �. r y..� e3 �:,..`,..�,.,f- 4 ,::{ .: ::.,q F....� j„ y':a• \ a , 2-1, y y .. 5 a :,., }.,., c11vE DEPTH ELEV 1 LENG 1 1/2- TO 2 1/2- WASHED STO ► 24" DIA. ELEV. 3 8" 8" FRAME & COVER GEOTEXTILE FABRIC (MARAFI 140N OR EQUIV.) TO BE PLACED FINISHED GRADE AROUND PERIMETER OF STONE ENVELOPE FULL BED OF MORTAR PROFILE W .. N.T.S. v •; _: — BRICK COURSES �r Z 0 c� 0 • 1 F � � 12" PERFORATED P.IE. (ADS) N 2 " OF 1/8" TO 1/2" WASHED STONE `V v v W 1 1/2- TO 2 1/2- WASHED STONE--,.,,. TSPS ..., ,...! j ,.,.,y �,_. ,r-'� - �...,t �...f •�...% , + %;...i; i_� , Of 0 LLJ ...i .. ( to �.. ,. ;.. 1. i, � ...,...rf i , r• j�(i' V !—[ PRECAST REINF CONC. BARREL WIDTH ; FLEXIBLE GASKET is �, p OR SLEEVE SECTION N 112 Am/FT. mN ---� • BRICK CHIP & MORTAR ,�►� •' .; r' ►• OR CEM. CONC. PAVED INVERT N.T.S. • a CRUSHED STONE cq LENGTH WIDTH ELEV. 1 ELEV.. 2 ELEV. 3 LEACHING OEDS *I 8 02 104' 87.5 87.5 85.5 BRICK CONCRETE MASONRY' INVERT MASONRY INVERT STA. 2+65 (RT. & LT.) —SEWER MIANHOLE —DRAIN MANHOLE DRAINZS;EWER MANHOLE. N.T.S. _114 OF i MICHAEL �G a G. $ VNEILI No*2791 .0 4 CIVIL :1 ��SrORAI CONSTRUCTION DETAILS DRAINAGE - SEWER a SALEM , MASSACHUSETTS CLARK AVENUE EXTENSION j. . BARTLETT- & STEADMAN REID LAND SURVEYORS R SHEET 5 OF 6 365 CHATHAM STREET LEACH LYNN, MASSACHUSETTS R WR DATE: AUGUST 29, 1996 SCALE: NOT TO SCALE *- VARIES DEPENDING ON HEIGHT OF SLOPE AND STEEPNESS OF CATCH BASIN POSTS RESULTING GRADES AT TOE OF SLOPE ��-- aEXIST. GROUND INTERSECTION. FLO.W IIIIIIII FLOW SECTION B SWALE SWALE TYPE "D" t 0 NOTE: TO BE USED AROUND CATCH BASINIS. ' VERTICAL FACE SUPPORT NE9 T .. i BALES TO BUTT v" to EMBEDDING DETAIL SECTION A TOP VIEW TOGETHER. t� I FLoWI tut 1 STAKED HAY BALES I 'o STAKED HAY BALES I * POST FILTER FABRIC B A F� two ////-HEADWALL OR TOE kl t� 1 ;� F SLOPE ANGLE FIRST STAKE TOWARD L` PREVIOUSLY LAID BALE FLOW cut_v�T WIRE OR NYLON COUPLER •••► BOUND BALES PLAN PLAN PLAN PLACED ON THE G�p� 8 '20� �" CONTOUR; TYPE "B" BACKFILL 'h EMBANKMENT NOTE: TO BE USED AROUND CULVERT INLETS / , ROADWAY SLOPE OR SLOPE ROADWAY SLOPE OR NATIVE SOIL EXISTING GROUND (2)2"X2"X3' EXISTING GROUND I STAKES EA. BALE ro 2 RE—BARS, STEEL PICKETS, OR ell. STAKED HAY BALES 2" X 2" STAKES 1 1/2- TO 2" t . ' l +, t. �� IN GROUND. OVERLAP BALE EXIST. GROUND --- OVERLAP BALES Y acSM',.� ANCHORING DETAIL .SFCTION -SECTION -SECTION L U TYPE "A" - TYPE "B" TYPE "C" NOTE: TO BE USED IN LOCATIONS NOTE: TO BE USED WHERE EXIST. NOTE: TO BE USED IN LOCATIONS t STAKED HAY GALE SILTATION FENCE WHERE EXIST. GROUND GROUND SLOPES AWAY FROM WHERE EXIST. GROUND BOTTOM OF FILL SLOPE NOT TO SCALE NOT TO SCALE SLOPES IN TOWARD THE THE TOE OF THE SLOPES IN TOWARD THE TOE OF THE EMBANKMENT. EMBANKMENT. TOE OF THE EMBANKMENT. TYPE "E" OR IN NARROW DITCHES. OR IN WIDE DITCHES. NOTE: TO BE USED AT BOTTOM OF FILL SLOPE CONSTRUCTION NOTES: WHERE HEAVY FLOW MAY BE AN77CIPATED CONSTRUCTION NOTES: 1) WOVEN WIRE FENCE TO BE FASTENED SECURELY 'TO 1) BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY FENCE POSTS WITH WIRE TIES OR STAPLES. ABUTTING THE ADJACENT BALES. 2) FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN 'd 2) EACH BALE SHALL BE EMBEDDED IN THE SOIL A WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP TEMPORARY EROSION CONTROL MINIMUM DEPTH L 4". 3) D MENMID TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 3) BALES SHALL BE SECURELY ANCHORED IN PLACE BY OTHER, THEY SHALL BE OVERLAPPED BY 6 INCHES AND FOLDED. NOT TO SCALE STAKES OR RE—BARS DRIVEN THROUGH THE BALES. 4) MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. RIP RAP STONE (2) 4) INSPECTION SHALL BE FREQUENT, AND REPAIR OR VARIES 1 REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. NOTES: 5) BALES,SHALL BE REMOVED WHEN THEY HAVE SERIVED THEIR 3' 31 1. DIMENSIONS VARY TO SUIT USEFULLNESS, SO AS NOT TO BLOCK OR IMPEDE STORM CAPACITY REQUIREMENTS. FLOW OR DRAINAGE. 2. 75% OF STONE SHALL BE 70 TO 100 LBS. AND SHALL BE O HAND CHINKED TO LEAVE A 3Do SMOOTH SURFACE ALONG THE Y TOP OF THE DIKE AND A Box CULVERT ROUGH SURFACE ALONG W D 10' DOWNSTREAM SURFACE AND TOE o OF THE DIKE. 6" OF 1.5" STONE---Z Ir 1.5' MIN. oQ12 `P RAP Wd s Do+ La TYP STONED SWALE DETAIL NOT TO SCALE ' La —� CONSTRUCTION SEQUENCE EROSION AND SEDIMENTATION CONTROL TO PREVENT EXCESSIVE EROSION AND SILTING, THE FOLLOWING CONSTRUCTION WIDELY ACCEPTED PRACTICES FOR REDUCING EROSION AND SEDIMENTATION SEQUENCE COUPLED WITH OTHER WIDELY ACCEPTED PRINCIPALS FOR WILL BE EMPLOYED IN THE DEVELOPMENT OF THIS SITE. RIP RAP APRON REDUCING EROSION AND SEDIMENTATION SHALL BE: IMPLEMENTED IN THE (EROSION CONTROL) CONSTRUCTION OF THE PROPOSED ROADWAYS. 1) THE DEVELOPMENT OF THE SITE HAAS'BEEN PLANNED TO ENHANCE THE EXISTING TOPOGRAPHY NOT TO sc� AND VEGETATIVE COVER. ALL NA iTURAL DRAINAGE PATTERNS OF THE SITE HAVE BEEN MAINTAINED. 1) CLEAR AND GRUB ALL RIGHTS—OF—WAY AND EASEMENTS. 2) STEEP SLOPES, WHERE POSSIBLE, (WILL NOT BE DISTURBED. 2) CONSTRUCT CHECK DAMS (HAY BALE BARRIERS) AT THE 3) NATURAL WATERWAYS WILL BE PRESERVED AND PROTECTED, AND EXISTING BEGINNING OF PROPOSED AND EXISTING CULVERTS AND IN VEGETATION WILL BE RETAINED ANID PROTECTED. ALL DRAINAGE DITCHES AND SWALES. HAY BALE BARRIERS AND 4 THE ROADWAY DESIGN CONFORMS TO EXISTING LAND CONTOURS SILT FENCES SHALL BE CONSTRUCTED TO CONTROL SEDIMENT ) AND EROSION AT ALL DISTURBED AREAS. WHERE PRACTICAL. tN o� aot MICHAELG. °yam 3) PLACE SILTATION FENCE AT LOCATIONS INDICATED ON THE CONSTRUCTION DRAWINGS. 5) THE SMALLEST POSSIBLE AREA OFF LAND TO BE DISTURBED SHALL BE EXPOSED 3 O'NEILL N� 4) EXCAVATE TOPSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE. AT ONE TIME. No.27916 094 CONSIDERATION SHOULD BE GIVEN TO LOCATING STOCKPILES ON THE UPHILL 6. SEDIMENT CONTROL MEASURES WALL BE APPLIED TO CONTROL ANY °`f��'S CIVIL k �- f SIDE OF DISTURBED AREAS, WHERE POSSIBLE, TO ACT AS TEMPORARY s�aMAL Ery \ DIVERSIONS. 1 SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES. EROSION AND DEPOSITION OF SEDIMENT WILL BE CLOSELY MONITORED DURING CONSTRUCTION. 5) INSTALL DRAINAGE SYSTEM AND STABILIZE AS NEEDED (SEE DETAIL). 7) TEMPORARY EROSION CONTROL MEASURES WILL INCLUDE HAY BALE .CHECK DAMS, FILTER DRAINAGE SYSTEM DESIGN HAS PROVIDED FOR TYRE SAFE PASSAGE FABRIC SILT FENCES, SEEDING AND MULCHING, AND SEEDED FILTER STRIPS. OF STORMWATER BENEATH ROADWAYS AND DRIVEWAYS USING VELOCITIES TO ENHANCE SELF—CLEANING OF THE CULVERT PIIPES. THE GRASSED 8) TOPSOIL STRIPPED FROM CUT AND FILL AREAS WILL BE STOCKPILED FOR LOAMING CONSTRUCTION DETAILS SWALES SHALL BE CONSTRUCTED TO MAINTAIN VELOCITY OF ONE FOOT AND SEEDING AT LATER C0NSTRU1CT10N STAGES. THE PER SECOND THROUGH THE AREA. SO AS TO ACT AS TEMPORARY DIVERSIONS, GENERALLY ON STOCKPILES THE UPHILL SLOPE.BE CATED EROSION CONTROL 6) CONSTRUCT CUT AND FILL AREAS, INSTALLING CHIECK DAMS AT TOES OF ALL 3:1 OR GREATER SLOPES, AND AT LENDS OF ALL 9) ALL CUT AREAS LOCATED AT TOES OF SLOPES AND DITCHES THAT HAVE GRADES CUT AREAS. ALL FILL WILL BE INSTALLED USING 12" MAXIMUM COMPACTION EXCEEDING 5% SHALL BE STABILIZED WITH RIP—RAP. THE RIP—RAP SHALL CONSIST LIFTS. PLACE ALL SLOPE PROTECTION WHERE INDICATED ON THE PLAN. OF 50% STONES GREATER THAN (6" IN SIZE. SWALES SHALL BE 6" IN DEPTH AND APPROXIMATELY 7) GRADE ROADWAY TO SUBGRADE ELEVATION AND (ROUGH IN SLOPES. 5' IN WIDTH. ALL SLOPES WILL EBE BLENDED INTO THE EXISTING TOPOGRAPHY TO SALEM , MASSACHUSETTS 8) PLACE GRAVEL AS PER TOWN SPECIFICATIONS AND ROADWAY SECTION. MINIMIZE IMPACT. 9) PLACE THE BITUMINOUS CONCRETE BINDER COURSE ON ROADWAYS AND DRIVEWAYS. 10) LOT AND BUILDING DEVELOPMENT- WILL NOT COMMENCE UNTIL ALL TEMPORARY EROSION CONTROL CLARK. AVENUE EXTENSION MEASURES ARE IN PLACE. THESE MEASURES SHALL BE EMPLOYED UNTIL FINAL PAVING AND ADEQUATE 10) GRADE DITCHES AND SLOPES AND STABILIZE CUT- AREAS AT TOES. VEGETATION HAS BEEN ESTABLISFHED. 11) BLEND ALL SLOPES INTO EXISTING TOPOGRAPHY jAND LOAM AND SEED ALL BARTLETT DISTURBED AREAS. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH. & STEADMAN 12) COMMENCE LOT AND BUILDING DEVELOPMENT ONCE ALL EROSION CONTROL " MEASURES IN PLACE. LAND A 13) PLACE THE FINAL WEARING COURSE OF PAVEMENIT. REID LAND SURVEYORS R 14) COMPLETE FINE GRADING OF SHOULDERS AND PLAACE PAVEMENT IN MISCELLANEOUS SHEET 6 OF 6 365 CHATHAM STREET L S AREAS (DRIVEWAY APRONS, PAVED SWALES, ETC.') EROSION LYNN, MASSACHUSETTS 15) REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ADEQUATE GROWTH IS ESTABLISHED. RWR DATE: AUGUST 29, 1996 SCALE: NOT TO SCALE BEING A SUBDIVISION OF LOTS 14P. 143 SHOWN:�N LAND COURT PLAN 71598 (SHEET 4) FILED WITH CERTIFICATE OF TITLE 3862. b' 2 8 9 97 SET MONUMENTS ADDED RWR a�� ,»< / / 1 7/25/97 LAND COURT COMMENTS RMT) ti N0. DATE DESCP,IPPON -vUINITIVE BY 9GT" NUE E !Xr FCLARK ' ' AVE' i CLOSURE I:N:S 10 N ERROR NORTH 0.0547 ERROR EAST —0.0091 ABSOLUTE ERROR 0.0653 ERROR DIRECTION N 08-01-54 W LOCUS PERIMETER 1825.3519 PRECISION 1 IN 27949.6327 NO SCALE NUMBER OF SIDES 6 !I CONCRETE BOUND set 8/8/97) ( . ALL DISTANCES WERE TAKEN WITH E.D.M. UNLESS NOTED. ' 1 900 E.D.M. ACCURACY ±(5+5ppm X. D) R- 1 ZONING DISTRICT "I CERTIFY THAT THIS ACTUAL SURVEY WAS MINIMUM LOT AREA 15,000 SF P` . x MADE ON THE GROUND IN , ACCORDANCE ; WITH MINIMUM LOT WIDTH 100.00 ,30 v MAXIMUM LOT COVERAGE 30% a� �05 THE LAND . COURT INSTRUCTIONS OF 1989 �e 6 BETWEEN JULY 8, AND JULY 12, 1996: 1996: MINIMUM FRONT YARD 15.00 MINIMUM SIDE YARD 10.00' �` 9$'� LOT2 DATE: JULY 12, 1996 MINIMUM REAR YARD 30.00' 15,000 sq.ft. ,o j 0.34 acres N� it • g O• � _ —'�Lo-�G w �.�—�'.fd_-- : RALPH W. REID P.L.S. WAIVER REQUESTED LENGTH OF DEAD END STREET OVER 500 A�� LOT 1 m 6 � NIF "I CERTIFY THAT THE CONDITIONS ON v 15,000 s ft. �, o. THE GROUND ARE THE SAME NOW AS q 0• BARBARA DRISCOLL THE TIME OF THE ORIGINAL srAxE ,ro o SURVEY." (found) 0.34 (acres CONCRETE BOUND - DN o u` LOT ;7 �- �. -� SE SN� 0� ,� J / �''rt—"---- I e,(aet) DRILL HOLE (tet a/e/s7) 16,554 sq.ft. r DATE: AUGUST 8, 1997 N D / ( /8/97) O� Mst� aN tAN ROUND 0.38 acres sat S TMf �SLOE)stlow •599 � t� w � S(to be set) gc�� LOT Rt PLAN f. w } o . S'tONf BOUND --- -- — — — ou ,3 0 c .O� •`�� (to be set) S 33.29'00" RALPH W. REID P.L.S. o , y R !`cb 100.00' •�' ,5p , ,06 ��� °i io X5.05 _�5.5g I CLARK AVENUE ,o N 40 \ �, S,s2 22' 1 �✓ 3g0• 9g LOT 3 \N = $roN i 47.01' _ 115- 2.8,324. sq.ft. T � CLARK STREET ,o 2 4 65 acres " tr 7.01' ' ----- i 33'29'00 E � 100.00' i o STONE`. BOUND 0. c� 186.74 100 4A 'PK' NAIL �• � � . (to be aet) (found) �' 100.00' � STONE 80UND . ''� ---- 133.16 — --- -----100_15---- .:.�_.._—_...—.----`—.._ — —._ __�-- . —.�•1s to be set) BOUND \ — --- . NEW TRAVEr?SE 409.82',Eo.M. ` ( CON�Rt \ SALEM PLANNING BOARD _ N 30 19 58 W N N set 8/8/97} / //���•- I 409.79 TAPE ` 5'(1"� ( N LOT! 4 N \ � N w 15,000 sq.ft. ', `�' �� APPROVED: �1 T• DRILL HOLE U7 DRILL HOLE , LOT 5 �,, 0.34 acres IN IN LOT 357 ` , rn� 15,000 sq.ft. w ti �; ,� cs\ LOT 356 � cn N � .. STONE BOUND w c;, rn STONE BOUND LC 7159W LOT~ (rn 0.34 acres - , ; \ DATE. ;�' �oFMy (found) O LC 7159W (found) IIco w a, 031 15,421 s •.ft. w q . o ``� �V \ , �N F o 0.35 acresKENNETH STE4DMAN cUa u `!' � ` 118.29 >. 70. 14' Z \ 2 1 S820INDEX TO DRAWINGS 1p4 S29 1.�95,� 5.16 � \ �, ------ --- � .I. s - SHEET 1 DEFINITIVE SUBDIVISION PLAN ` 10� ,27n E CITY OF 1 l t S 9 •SALEtiI \\ �l Q J e r 17.23 lk bH NIF (found) � \ SW) SHEET 2 GRADING- PLAN �, ` �, \ PATRICIA ARMQUISr \ I ►`�, SHEET 3 CONSTRUCTION PLAN00 �' \ t GRAPHIC SCALE SHEET 4 CONSTRUCTION DETAILS - WATER t �,\�� ��� I,i• 20 I •; 1 \s �/ \ ; .w. �.a. a< jO �Ls.p'j7 x•Sh.: iia '-. M`. `+J Ito IN Fm SHEET 5 CONSTRUCTION DETAILS DRAINAGE/SEWER \� 6 6• i : ch ¢ 46 . Ile i SHEET 6 CONSTRUCTION DETAILS EROSION CONTROL \ t (tet) ALEM , MA oti \ S SAC H S ETT CLARK AVON XT ' UE E ENSC�bN I (found) �' ,� � * � "�'K NAIL (tet) � ,v� .' .�6�•0�2g SURVEYOR b E FI N ITIVE S U B DIV ISI0 CLERKOF THE CITY OF SALEM, MASS. �Tk RALPH V . REID - N PREPARED FOR: 365 CHATHAM ST. K HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN � ' '59 % 03 �� LYNN, MA 0190ENN ETHG, STEADMAN BY THE SALEM PLANNING BOARD HAS BEEN RECEIVED AND RE- ' CORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING ;a'S �� �' • 617-592-2660 THE NEXT TWENTY DAYS AFTER SUCH RECEIPT AND RECORDING ,rlryih�^� r �E ID LAIb fSUVEYORS � OF SAID NOTICE. � �i � SHEET 1 OF 6STRE�'f' --- ------------------------ 365 CHATHAM . Ll;<s CITY CLERK #PK~ L , R96 030M LYNN, MASSACHUSETTS �i R WR - DATE: AUGUST 29, 1996 SCALE, 1 - 40 : { �Oqt y 1 i 11 '` {S CPO- �� LOCUS MAP 3A ° 4AZN 1 / 141485S.F �2,634 al S.F. _. V J° 1 •° 46 c .P �3 k 12,405S.F. 15 ,203S.F 171091S.F. ���/ 3B 41587S. We le 2B �s Z •4 d-C/ Z,e die 301 S.F. d 6- _ `+`i7,� ))• •CC 'Do.Oe )•• � C. /l� I G / � 3f/ o7Aq� -� �/2� � Y� Co-~b/.��C � ��-►� .9z 5,$ -3Z'3S"0 �?6•�g ju•4S 3 /T� � f � o?�P � 6Q Co-•sb/�C� 7� ��`•►s CLARK � STREET - �� �.�� �a�f l� �� G 0 i day "'Y" A 1 �jf //a%% ✓f l i DEFINITIVE SUBDIVISION PLAN CLARK STREET EXTENSION SALEM MASS . OWNER: EDWARD J . CONNICK PARSONS AND FAIA INC. / l j SCALE: I" = 40 1 480 LINCOLN AVE. d�'�/� DATE: JUNE 2 1987 SAUGUS MASS. J� BENCH MARK USED: CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS SALEM PLANNING BOARD OF THE REGISTERS OF DEEDS , APPLICATION FILED FINAL PLAN FILED HEARING DATE r 0 40 80 120 160 200 PLAN APPROVED , 9 II o 0 113 CP82 r t s f � a l � 2A & 3A-&-315 4A & AB c • 7,391 S.F. 19,072S.F. 15103 S. 4l/ �•, 5, 2 0;5,,S.IF/ / WC ti .3_ zo o.if 11S f0c • v`r�o°c •,o„ ,.°„ 3'�- �,,Z)., 11,,0„ I "Ll I ex � ��O•o� l� °° / i v71e✓ �o / / �1" G �� ',del bare N /S��? o�D�p/-oded o p�� o'd�Qd ,i • /1 /�o°l aJn ce Fp- 0// JlZe 130•ou o e� C2n J 1,� jiro. a - 130.00 � • - - TYPICAL ROAD SECTION X10/1 Q Me � NOT TO SCALE d D G f1.O•00 2 !o 'Z,O.oe ,i, r.. 'n < ,J'A,rs"�w.. ; / ��� i '�' ` J� \ e All 1f�\C r rf ; DEFINITIVE SUBDIVISION PLAN p � -- CLARK STREET EXTENSION SALEM , MASS. 5 0 �' \, OWNER* I EDWARD J. CONNICK PARSONS AND FAIA INC. v N SCALE: I =40 480 LINCOLN AVE. a \ \t a o 0 e o DATE: JUNE 2, 1987 SAUGUS , MASS. BENCH MARK USED: I CERTIFY THAT THIS PLAN WAS PREPARED IN j ACCORDANCE WITH THE RULES AND REGULATIONS SALEM PLANK ING BOARD APPLICATION FILED OF THE REGISTERS OF DEEDS . CLARK STREET i� SCALE : I "=40! HORZ. & I °= 4 ' VERT. FINAL PLAN FILED HEARING DATE 0 40 80 120 160 200 PLAN APPROVED j - _ II II I , 50 00 Co. tn�. wttt - — Const�ctj0n 1 1 Nec N/F 57.89 � 5 P i � I � OCUS � 27 itk• T=�i': A5 No Scale N 82• 123. -���_ui_ A 3• ,,,ter P• Abroborr N1F W 33 �� Fronk 0cm°t° 138'A � 121� dgJ N/F 124.50k 3 d3 5 Z 39 132 Rp5 X88 S p G Newco°n - - vin ` 90 N/F Er 138 13 132 13u I?3 ,, N 13 ' 6 (56? 13R� g ►', N 139 A p �i N SAL EM PL ANNING 8OARD DA TE: ,36 15006 .t S.F. Aga /5,072 .t S.F.$ 375 /5 O56 2' S.F. 14800 .t S.F. 06 13 13q? ►385 1'5 1 t^ \ 3 � 1dB� - 1A2 0 IA2 8 066 IA� `k /y 40 9 \ I 13�y:�i3 13T 0 /44 gay �A /46 . A3� y � W � � q3 /4B 132 :a a o A Ile > gq' le x UFFE _ � \ 1150100 � \ � B G3 4�I�T 5 a � �6\ 132 �0 �T• � 3 13aJ \ �a� a co LEGEND 150 t q 5 PROP. HYD. �L W/GA TE \ (l46) 1A5? 10 PROPOSED TREE -.� � r/ \3q1 �I44) ILe,5 13�J 122 S SANITARY SEWER EXIST. HYD.••• -00 - — /00.00 - - - W WA TER LINE _ /00.00 - - PROP `AO m sir. SIDEWALK ti0 M� WA TER GA TE ` w.G. . PROP • • • • GRASS �• w• . srnp � • • � op. c � -+A- UTILITY POLE W m \ \A2 Ab' \ Prop. C"CLAI 39 / ryo y� \ s. «� HYDRANT Z f/e/nfo ex/s/. C" Prop. C"CLOV A�. ) CLARK ti A VE. 1 -S --Prop. 8"P.V.C, q/ ` o O c,\ PROPOSED PA VEMENT ro . 8" PVC s O `, —�� S O Q �q o PROP. SVH ,S PROPOSED In 10 exlsJ. 8" ` O s o O PROP. S.M.H. O`- O 1A 3 T ' / 1�Z 6 R/A0 14024 GUARD RAC W O �� R/M_140.56 y 41,Nr3.7 FA1RlM1 6.45 /NV.=131.7 /3 11112654 �' TE POR,dRY 132A � • / , TURIN AROUND DASHED LINES IN/D/CA T£EXISTING CON TOS UR STA 8.40 E'AEMENT SOLID LINES INDIICA TE PROPOSED CONTOURS X40 �— \ ' PROPOSED SPOT EL EVA T/ONS ARE IN PARENTHESES 132G ��' �A• y0 13? �"N. : R=25 5 A ELEVA T/ONS ARE ON THE SALEM CITY 8ASE. X38 136 X39 �1� X20 ,�\�� ' ' • . . , WETLANDS MARKED 8Y GULF OF MAINE hryq 8 • • • • . . , • RESEARCH CENTER, INC �� p �9 3AB Aq6 , • • • . SALEAfMASS 136 13 3 s � 3 �q • a� �3 3 1324• 9• �� . • • . �9• \ a ` 13 ` • , 1 . I*, . �3 3 134 1261 - �33� 'r=r! W . IZgJ 1269 �6 \3p , •' 132 12 • �3 •' 2 •• 0F w 3p. 126 • 150 ,28$ ,•o�E FRA /M/NAR Y PL Al V OF • ' ' • • • • • • CL ARK A VE. EXTEIVS/ON IN l SALEM, MASS, SCAL E /''20 ' APRIL /988 L P. C R SrGNN'Ahl1S OWNER t,h� . SURVEYOR a DA VID 8 PAULA COLPITTS LANDMARK ENGINEERING 8 '-T /7 MANNING RD. SURVEYING, INC. CERT/FY THA T TH/S PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. LYNN, MASS. 583 CHESTNUT ST. L YNN, MASS. 0 /0 20 40 60 80 I /50 IST LEFT- EXJ \ • EXIST- -\ \ • �- . PROP, o lol , 1401. 140 PROP. TEE • � . 51STUB• EX/ST PA I/E. d.4 / � PL UGGED PROPOSED • ��•• GUARD RAIL • ��. EX/STS.. TO TIE PROP, s ct.oi 6"GA TE• • \ ••• •�� • - VALI/E•..• EX/ST, 6" WA TER _ PROP. 6.• PROP 8"' P.V.C. S= 0.0/0 \ 6" TEE, GATE 8-•" /30 HYDRANT PVC - •• SL OPE B.. PROP. • 2 /o / or FLA TIER EX/ST. 8" P.V.C. S= O.O/8 QW Q� /20 h to to a n Z h •` h 1C M ` ` a ` �. Bt 00 f 50 9100 05 f 83 . 30 . 30 .75 .I. 0 /O 00 *50 //f00 ,50 /2 0 00' 050 /3 0 00 050 /4 0 00 i EX/ST/NG CENTERL/NE EX/Sr/NG LEFT SIM INE • — EX/ST/NG RIGHT SIDELINE PROPOSED CEN MRL INE Ac EL EVATIONS ARE ON THE SALEM C/TY BASE. .SALEM PLANNING BOARD DA TF: 5• /"WEAR/NG T. / 112• WEAR/NG COURSE WOOD FORM COURSE ire-/F 2 112" B/NDER COIURSE I it g2"B/NDER 6"LOAM — //8" /FT. //8" / FT. 6" %p o COURSE _ lll vee, M/N. 8"ORA VEL •p o \ PROF/L E 8 CROSS-SEC TION 0�/2"COMPACTS GRAVEL BASE COURSE _ oho e�%a.. •Gtr ._ � OF V.B. EDGING l/l• /l/ /113/ I= L .�/�_° l� / CL ARK A VE EXTENSION CEMENT CONCRETE 5'MIN 6'MIN SUBGRADE /N 7'MIN SAL E-1 MASS. 6,, WATER `�i HOP SCALE/"=20' VERT. SCALE 1'-4' APRIL /988 tN OF p 01 OF 8"SEWER `oTON ; A ,us 1 OVI NER SURVEYOR TYPICAL ROAD CROSS-SECT✓ON � " 25104 ` 9�3� K NOT TO SCALE DA V/D 8 PAULA COLP/TTS LANDMARK ENG/NEER/NG 8 /CERT/FY THA T THIS PLAN CONFORMS TO THE /7 MANN/NG RD. SURVEY/NG, INC RULES AND REGULAT/ONS OF THE REG/sTRY OF DEEDS L YNN, MASS. 583 CHESTNUT ST. L YNN, MASS. 0 /0 20 40 60 80