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CLARK AVE EXT - PLANNING Clark Ave Ext. Form a s t a F } a . { y Fin. C' - C(ar/l�Iser�rc� ��isror-� - �;�.-��nr�-� •. �� �,� /, -- Tity of 'Salem, 'Mttssur4use##s Pamir% .pub Cag daft N velem, �faesae[ptsetts a1870 o NOTICE TO BE ATTACHED TO FORM "C" APPLICATIONS PP See Form "C" applications for >..` Ncomplete instructions for filing. All insertions shall be typewritten or printed neatly in ink. Date: City Clerk Salem, Massachusetts, 01970 Dear Sir: I hand you herewith two copies of Form C, an application submitted this day to the Planning Board of the City of Salem requesting an approval, by the Planning Board, of a definitive plan filed with this application. The subdivision shown on the plan is called and is located on streets now and/or tentatively known as CIA- (insert streets and street or lot numbers) in Ward -------.--3—_—. Signature of Own -- — — -- — -- —-- — — — — ---- Street Address __- z[pi,< 1 _—___.___— City/Town and State---� Telephone Number ..--. .._ , —�'3 \�3 7 J—� . uc 15 ►l 2 i '5b TY if ",Al.i') • ,"�� I ' P Dil �, ELIMIMAa7) Y SU07�' DIVIS ,10N CLARK AVE 'N�11.-..JE EXTENSION µ1 R- 1 ZONING DISTRICT �0- MINIMUM LOT AREA 15,000 SF MINIMUM LOT WIDTH 100.00' MAXIMUM LOT COVERAGE 30% MINIMUM FRONT YARD 15.00' x MINIMUM SIDE YARD 10.00' ., 550 LOT 2 v .� ?AFAR Y/�'D . 30.00' �0 MINIMUM . . .: o�eal � _ 15,000r sq.ft. e • � I Qt �a 0.34 acres I,✓,✓,,.I✓,✓✓✓rrr,✓ i•D cp 'L ,= = ✓✓✓,,,I✓,,,,,,,,,J of �O � � - ''^ Z f ✓,✓,,,fir„r✓r,✓✓,� ^ t 1 Q` .o° • r{ LOT 1 w N ”. 15,000 sq.ft. 0.34 acres NIF' v BARBARA DIRISCOLL ` G777,i�liiriiiiiii�il ��00• �pS ��� \ �,/✓,,,�✓, ,,,,,,,rl O j PREVIOUS PROPERTY { LINES TO BE D ETED ��Za _•._:. . _.. 5 err? S 333'29'00 E ---- - - 1100.00' 1 �r„r,✓3 ,ra TO BE DONATED TO �a THE CITY OF SALEM 1 247,01' I,'S2WAIVERS REQUESTED TD CLARK STREET 552 S.F. S33 2900010 E . _ 100.00' -I 47.01 - ' 100.00' WIDTH OF STREET RIGHT OF WAY 40.00' REQUESTED_ _-. S .1 ����np O, R n'W _.._ --_ ., �✓,,,✓,,,✓,v✓,,,„� �3T �MEh}'� 24. REQUESTED MINIMUM REQUIRED �i////,////� 1,/,//,/„/ „! //r/ 1 �r,/r✓,,,✓,x,,,r,r� ''. SET BACK LINE (TYP.� � ��' OF U•E�N.(��R�)U 1 b Rt\Q � V/////rr/✓�/////,A ////✓///// f//////J „/,/„✓//1 y/✓/,,,/✓/,',/,,,,.I Ir,r,✓,✓,rr�,.. .--- LENGTH 0 DEAD END STREET OVER 500' Y//,,,,,,,�,,,✓,,� -_- LOT 3 N ////// ///,rr,/// /,✓// A ►...___-r1�1J � L___ � �� 28,324 sq.ft. , Jo- 0.65 acres ` lto s LOT 4 : N v Ln ; i, w;1; N 0 15,000 sq.ft. rn • cn : LO/ 5 0.34 acres 15,000 sq.ft. N/F LOT 6 KENNETH STEADMAN o, o ' .� > 0.34 acres `O o 15,421 sq.ft. k Nil • 0.35 acres : .: ----' _ �•0 _ 118.29' 70.14' - - 104.05' 16, S 29'19'58” E 201.95' ... 205• ASH OF y\ ►► H p qs' L tic 1 CITY OF o` r�Irl�a�L 1 E SALEM / /� G fw T J/s�z RAL �N S ,41.59 27 v L 14FILL ,�lo WILLIAM r� REID ► 141). 279113 `� No.29422 .o 'P CN119FG� PCO � STE FSS c,• ��S NIF NAL PATRICIA ARMQUIST GRAPHIC SCALE 40 0 20 40 80 60 J. `•a;.;.;it'. ...;c,.3;: w.w.n sii.{`...tt. ..>8NA— IN :i. . ( FEET ) 1 inch = 40 ft 77 38 x28' HOUSE t :::::i W/24 x24' GARAGE ,✓„✓✓ r✓✓✓✓,✓✓✓✓� i SALEM , MASSAC H USETTS � •r r rrrTTT✓l ' PRELIMINARY SUBDIVISION PREPARED FOR: 38 x28' HOUSE W/DRIVE UNDER GARAGE KENNETH G. STEADMAN REID LAND SURVEYORS ' n � R 365 CHATHAM STREET �p LYNN, MASSACHUSETTS SHEET 1 OF 3 R96-030M / fDATE: MARCH 28, 1996 SCALE: 1 ” = 40' T/YY'77777 7 r r n LOT p UNDERGROUND LOT 2 DETENTION SYSTEM CLARK AVENUE 4 LOT 3 C??i.—.�'i:::/ilii� � CBCT 6k MEET EXISTING CONN. TO EXIST. D'I' P DMHr , . F� P 5' 131T 51DEWALKti ,gr/////; r 0+00 1+00 2+00 3" F.M. SE GRANITE CURB 3+00 CBCI SMH DMH —— — — GRANITE CURB , CBCI 5 SIT SIDEWALK ` 2" F.M. (L P \ / ? `` `--" L PROP. 8" D.I.C.L. WATER PIPE P I W _...�� _ p77777TTTT �� N �'� N r---"----- _____ // / //V V// ////////// ( � P YI � ol1'e //////� LOT 6 v�J1111111Y.LL� 1 LOT 5 LOT 4 40.00' R.O.W. PVI STA = 0+67.49 1500 GAL. SEPTIC TANK PVI ELEV = 133.90 PUMP CHAMBER (TYP.) A.D. = 2.63 W/ HIGH WATER ALARM K = 28.54 � ` PLAN 75.00 VC SCALE: 1" = 40' 5' 2.5 --*---12' TRAVEL LANE 12' TRAVEL LANE 2.5' 5' SIDEWALK GRASS GRASS SIDEWALK }Si STRIP 5, 6" VERTICLE 6" VERTICLE STRIP tn 3 GRANITE CURB GRANITE CURB N /8„SFT. 1/2" AF y' i LOW POINT ELEV = 123.71 rn LOW POINT STA = 4+28.67 m 00 0 M PVI STA = 3+95.91 � PVI ELEV = 122.83 \6048 'nw A.D. = 4.87 6" LOAM & SEED v > EXISTING CENTER K = 35.00 12" SUITABLE GRADE LINE GRADE I I 2 1/2" BINDER COURSE TYPE I-1 170.52' VC 8" GRAVEL 1 1/2" WEARING COURSE} 2" BINDER COURSE 1" WEARING COURSE} TYPE I-2 to O co 0 ori + N � r 04 + m m > PROPOSED CENTER w LINE GRADE W TYPICAL SECTION s 1.50 NOT TO SCALE 4 \ ►bAAAA<<< OF PAgss9c�a ��ZN OF M , RALPH lz WILL IAM o+ MICHAEL °y �1p REID �� G. v No.2?a?. � v 0 NEILL 9F No.27916 !y GEST .e A CIVIL p DATUM ELEV tia vE'�i 110.00 S�oN L E� O� . 0 M � n � N� N ^ N0 O ( r- to � � co 00 c\ Lo L6 Lo CV U) e- st C� O h O CO N 4 ►'7 M to wi tt ' MPr� 17n P7 � MP7 M N NN NN NN NN NN N 0+00 1+00 2+00 3+00 4+00 5+00 SALEM , MASSACHUSETTS PROFILE. PLAN AND PROFILE SHEET SCALE: 'HORZ. 1" = 401' VERT. 1" = 4' KENNETH G.. STEAD M AN REID LAND SURVEYORS ' SHEET 3 OF 3 365 CHATHAM STREET L R S R96-030P LYNN, MASSACHUSETTS DATE: MARCH 28, 1996 SCALE: AS NOTED R- 1 ZONING DISTRICT CLAW AVF)K1E �R S SUBDI, VISION MINIMUM LOT AREA 15,000 SF �y MINIMUM LOT WIDTH 100.00' ° MAXIMUM LOT COVERAGE 30% ' G MINIMUM FRONT YARD 15.00' XTE NSION F MINIMUM SIDE YARD 10.00ClAR K AVE ' MINIMUM REAR YARD 30.00' CERTIFY THAT THIS PLAN WAS LOCUS PREPARED IN COMPLIANCE WITH THE RULES AND REGULATIONS OF T E NO SCALE WAIVER REQUESTED REGISTERS OF DEEDS. 1%0 0. LENGTH OF DEAD END STREET OVER 500' l � N 2'L a� V �ed1 ti o5 `0 9�'I� LOT .2 444 , 15,000 v%ft. ,O Z / 0.34 acres •� �� ."� "v ,L LOT 1 �; N/F V 15,000 sq.ft. BARBARA DR/SCOLL 0.34 acres SALEM PLANNING BOARD PREVIOUS PROPERTY v LINES TO BE D LETED �L, g�` • `sa S 332900 L�3��0 --f -'• _ t P P R OV E D: g 100.00 o TO BE DONATED TO _ 99 LOT 3 "0 THE�� 552 SIF OF SALEM i 247.01' .O1' ��2 20.654 sq.ft. TO CLARK STREET o - 47 acres ----- i Si. 29'00" E 100.00' �I 100.00' r r LOT 4 N� 15,000 sq.ft. LOT 5 -�� c,, � 0.34 acres con) sq.ft. w t i o tv LOT 6 � 0.34 acres cn� 1 NIF rn „•, 15,421 sq.ft. w o lk -• � KENNETH STEADMAN 0.35 acres o ZE: 1� �. 118.29' 70. 14' 05 •16, ~ S 29'19'58" E 201.95 � �OF�1���' INDEX TO DRAWINGS 1°�� ' s 205 ` WILRAL G� SHEET 1 DEFINITIVE SIU DIVIS 0 101.11 °r, 0��" E CRED SALEM 9 .M o yITY OFes �.��z N B I N PLAN 5 4159 �, C/STE�� SURvt SHEET 2 GRADING PLAN N/F PATRICIA ARMQUIST SH EET 3 CONSTRUCTION PLAN GRAPHIC SCALE 40 0 20 40 so leo SHEET 4 CONSTRUCTION DETAILS — WATER ( INS ;) SHEET 5 CONSTRUCTION DETAILS — DRAINAGE/SEWER 1 inch = 40 SHEET 6 CONSTRUCTION DETAILS — EROSION CONTROL . ' SALEM , MASSACHUSETTS CLARK AVENUE EXTENSION P r CLERK THE CITY OF SALEM 'HEREBY CERTIFY THAT THE NOTICE OF OF APPROVAL OF THIS, PLAN BAR TLE TT & S TE A D M A N 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." SHEET 1 OF 6 365 CHATHAM STREET L R S ---------------------------- R96-030M LYNN, MASSACHUSETTS CITY CLERK R WR DATE: AUGUST 29, 1996 SCALE: 1 " = 40' C Ii PROP. STONE SWALE (SEE DETAIL PLAN NO. 6 ) X36 - 15,000 sq.ft.. . I 0.34a rc es -3 �< PROP. BIT. CONC. SILL 3 50 TRANSITION TO MATCH -. I\ I 3LL E SIDEWALK (TYP.) I EXIST. BIT. SIDEWALK - `32 38• (BOTH SIDES) OT 1 r PROP. STONE SWALE REMOVE AND REALIGN i �- 15,000 sq.ft. I ' 130 J / \ (SEE DETAIL PLAN NO. 6 I \. EXIST. GRANITE CURB ,.� � ,:-- / 0.34 acres 128 ` \ GENERAL NOTES: CLARK AVEN U E , ' SIU. EL= I _ -- ` 127 50' 1. HAYBALES AND SILTA11ON FENCE SHALL BE INSTALLED IN LOCATIONS SHOWN ON THE CUT KEYWAY AND MATCH GRADE OF EXIST. BIT. CONC. PROP. GRANITE I / --- ' I CURB TYP. MEASURES. _ \\ CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF WORK. REFER TO THE EROSION ROADWAY ( ) w � 12 _ �• , bk OL PLAN FOR CONSTRUCTION ON ENCE AND 0 CONTROL RE PROP. BIT. -!1 PR RET 2. STREET LIGHTING AND UNDERGROUND WIRING SHALL BE INSTALLED BY THE DEVELOPER izqc-:_ (T1rP.) IN ACCORDANCE WITH THE ELECTRIC CO. AND CITY OF SALEM REQUIREMENTS. R.O.W. L _:+,. - U .,• : ——— 3. WETLANDS WERE DELINEATED BY RIMMER ENVIRONMENTAL CONSULTING. TION OF ALL LL BE D IN ACCORDANCE 1 i - :.: .. 1-- -------- _ 1 ;. g S -'f _ WITH THE CCITY OF SALEM REGULATIONS EA NDAMASS. H GHW/AYEDPW STANDARD - 'SILL EL `\ ONS FOR THE CONSTRUCTION OF HIGHWAYS ANiD BRIDGES 1988 EDITION. J SPECIFICATION ......... . : _ ,- POP. RET .. ...... .. �..�•R.O.W. ..,::_. r----- --+ r :.... PROP. WETI�A D FI A IA / y ,$ 5. 1 c.C,', '�N AND SIZE OF PROPOSED RESIDENCES ARE SHG WN FOR DEMONSTRATIVE AREA (1,390 i -- - � �� ._.._-�� A-�� -- - �'"' PURPOSES ONLY - Au i ! •� i I N.. A-16 ...... .. ..... S I E INFORMATION ,gyp ••. . - •-.-..-, - _... --- • .-• " i �' • i I �• ••" /M TYr I'• ILL E - `y �O PROP. wET11-� � 6. SEE ROADWAY PLAN AND PROFILE SHEET FOR MORE DETfA L D 6 4 r i I 6 J (180 1 _ �•: 125. - s _ -� RELATING TO PROPOSED UTILITIES. -• AR r - --- R CATION 95 P. wurLAA 11 S.F.0' �' ��► 0 i• � 1�24�. _ - -- ,. - , 24 ' - .• ". - ,�t/::/ r;, X20. IIII __ •... -12 -11 1• `� —A ... A-01 eoQND FILL REA (s3o F.)PROP HAYBALES AND A-os _ 1 L— OI T_—3SILTATION FENCE (TYP.) A a7 A 28,3214 sq.f—,t. 0.65 acres A of L01 /PROP. WITLA D uw) — 0T 4 REPLICATION R _ 15,421 sq.ft. , 0sq�t 0 35 acres J LOT 5 0.34 acres 15,000 sq.f.. , `\11 0PROP 3" SEWER \ \ , - -Jiacres - _ - - A-1 FORCE MAINA 22 fI It♦ — '..— s A -18 i `q OF r �A-23 A-19 MICHAELG. cy� f A-24 4� 8'NEILL R No.27916 j .e 4�,GrCIVIL . .4 / f1AL Oo A-25 LEGEND GRAPHIC SCA' E 40 0 20 40 so 160 EXISTING PROPOSED I -----55----- 1001-- CONTOUR ELEVATION IN FFET X 100.2 X 10x.00 SPOT GRADE i inch - 40 fL ® © SEWER MANHOLE (SMH) 00 DRAIN MANHOLE (DASH) ° CATCH BASIN (CB) GRADING PLAN ¢- �- HYDRANT (HYD) Q UTILITY POLE (UP) > >¢c LIGHT pQ ►r WATER GATE (WG) ® WATER SERVICE (WS) SALEM , MASSACHUSETTS -o- -,r SIGN EP EP EDGE OF PAVEMENT (NO CURB) STONE WALL Cl-ARK AVENUE EXTENSION •------- HAYBALES do SILTATION FENCE A-25 0 WETLAND FLAG WETLAND LINE BARTLETT & STEADMAN Q5 TP TEST PIT AND/OR PERC TEST LOCATION ( EXISTING TREE y GROUND WATER R E I D LAND SURVEYORS R (SHOWN IN SOIL LOGS) SHEET 2 OF 6 365 CHATHAM STREET L J 96155TOP LYNN, MASSACHUSETTS RWR DATE: AUGUST 29, 1996 SCALE: 1 " = 40' 1 _f PROP. ELECT., TELEPHONE LOT Z PROP. 8" GATE AND CABLE UTILITIES LOT ' F. VALVE (MJ) PROP. 8" C.L.D.I. P E. PIPE, 04R L.F. LOT J WATER MAIN �CI-52) PROP. DMH PROP WETLANDS STA.. 3+10 yx EXIST. WATER FILL AREA PROP. CB MAIN IF CLARK AVENUE PROP. 15" RCP STA. 3+38 (L&R) / 60 L.F., S=0.02 6"W "Yr„,,:: .�:^•:.::' :�*' :''`""' PROP. 8"X6" REDUCER MEET EXISTING o+oo :;.{�,..� r•--�:•:.;_` , wv „ BIT. CONC. ��-��- - I- -I - -�— - �- - ;{•; e W PROP. 6 G.V. (MJ) 0• 7.-r•�7 T.,,-(�....-.T•T .,..- 1.,-1 .PROP. HYDRANT ROADWAY --- t r �, _.:_��� GRANITE CURB C 5' BIT SIDEWALK `• PROP. STORMWATER r f'• •••' PROP 12" RCP INFILTRATION BED W W W REMOVE PROP 2-15" RCP � (INSTALLED LEVEL) (104'X12') W W W FLARED END SECTIONS INV. 120.50 LIMIT OF EXISTING INV.=120.0 ' '� �' PROP. 15" RCP PAVEMENT 25 L.F., S=0.01 LOT 4 - LOT E PROP'. 15" RCP 'A 40 L-F., S=0.01 LOT PLAN SCALE: 1" 40' 1 LOW POINT ELEV = 123.98 40,00 R,a,w, LOW POINT STA = 3+37.89 PVI STA = 2+50.39 PVI ELEV = 122.93 A.D. = 7.00 CL EXISTING K = 35.00 ! S 3.0' �-12' TRAVEL LANE 12' TRAVEL LANE —► 3.0' S SMH SIDEWALK GRASS GRASS SIDEWALK 245.00' VC I STRIP 6" VERTICLE 6" VER11CLE STRIP f GRANITE CURB GRANITE CURB 3/8"/FT• I 00 w T. r; m N � • LtJ 0 - 0 L) 6 009, U U o00 > + 00 6" LOAM & SEED t� m ` -}' co s s M 04 C-4 04 rn 12" SUITABLE GRADE d a 00 U-j 2 1/2- BINDER COURSE 5 MIN l H ¢ mOO •— N O N coto In j .� 8" GRAVEL 1 1/2" WEARING COURSE TYPE 1-1 o N N N N -}- N 2" 1 BINDER COURSE TYPE 1-2 N II it it II M CL OF PROP SMH 1 1WEARING COURSE (I U ►— I— ►— Lv Z01 > > > (n U a — x000 > 1 C) ». 0 » > > w a zz: a zzz w CONNECT TO 1.00% EXIST. MH 12' ABOVE INV. INSTALL # 00 ELBOW ON PROP 3" SCH 40 I INV.=120.12 TYPICAL SECTION INLET; FORCE MAIN 12 PERF, P.E; „ -10.01 INSTALL 3 GLOBE VALVE f S=0.005 AND THREADED CLEANOUT NOT TO SCALE 12 IRCP ACCESS CAP. PROP. 15" RCP ' INV. IN=121.20 V MIN ; INV. OUT=120.0 1 O '��,•SM Oi y�c 6" WATERTIGHT TYP ao MICHAEL yG SCH 40 PVC 4ti t SLEEVE $ O'NEILL No.27916 ,$ CIVIL O F { DATUM ESV 110.00 N 0 N CONSTRUCTION PLAN Op) I . 0) M0 I. p Nip N N 7 Op t` d rn 00 00 11) U) I17 s} of O cV M In et M � M � re) M � MCC• N � 04 N � N4 N4 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 - SHEET 3 OF 6 365 CHATHAM STREET J CLARKPRO LYNN, MASSACHUSETTS RWR DATE: AUGUST 29, 1996 SCALE AS NOTED THRUST BLOCK BEARING AREAS FOR WATER PIPE GROUND SURFACE I � FINISHED GROUND SURFACE TABLE OF BEARING AREAS IN SQ. FT. AGAINST 7AD UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS* JUSTABLE TEE uj o 45° � LVE BOX t WATER MAIN SIZE OF MAIN 90 Z (IN.) BEND TEES AND PLUGS BEND � � I I H m ° 6 4 2.5 2 a 45° ° CONCRETE BACKING AGAINST °. ° ° 4540 8 6 4 3 p MAX. ° UNDISTURBED MATERIAL * . ° ° MA►X. v GATE VALVE a ° ° ° ° ° DISTRIBUTION VALVE °. ° ° . 2• MAX. 12 12 9 7 4 ° . ° °. 16 21 16 12 ° ° . °' * SEE TABLE ON THRUST BLOCK BEARING AREAS * FOR THE AREA OF CONCRETE REQUIRED. TYPE OF SOIL IS MEDIUM CLAYEY, 6 OR MORE BLOWS PER FOOT, OR LOOSE a • a • CONCRETE BACKING . AGAINST GRANULAR, 9 OR MORE BLOWS PER FOOT. SOIL CONDITIONS OTHER THAN CONCRETE AGAINST THOSE GIVEN WILL REQUIRE LARGER BEARING AREAS. a • UNDISTURBED MATERIAL * a a a a ' a UNDISTURBED MATERIAL TYPICAL WATER MAIN TEE NOTES: THRUST BLOCK DETAILS TYPICAL WATER MAIN PLUG 1. FOR FITTINGS WITH LESS THAN 450 DEFLECTION, USE BEARING AREAS FOR - - NOT TO SCALE . � 45° BEND. WATER GATE DETAIL NOT TO SCALE 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 UNDISTURBED MATERIAL * � � ENCASED IN CONCRETE. BEARING AREAS MAY BE DIREGARDED FOR TRENCHES IN ROCK WHERE THE TOP OF THE ROCK FACE IS AT OR ABOVE THE CROWN OIF CONCRETE BACKING AGAINST ° ° ° ° a a THE PIPE. HOWEVER, CONCRETE BACKING SHALL BE PLACED BETWEEN THE UNDISTURBED MATERIAL * ° • , Q. •Q ° ° MAX. PIPE AND THE ROCK FACE. HYDRANT ["��A7v_ MAX.0 3. THE CONTRACTOR SHALL SUBMIT 2 WEEKS IN ADVANCE OF PLACEMENT, a -, ° WORKING DRAWINGS FOR EACH THRUST BLOCK TO THE ENGINEER FOR 0 H WATER MAIN -----11 APPROVAL PRIOR TO INSTALLATION. ° . 2 4. ALL VALVES AND FITTINGS SHALL BE RODDED TOGETHER. I FINISHED GRADE e MAX. * SEE TABLE ON THRUST BLOCK BEARING AREAS ° ° ' e FOR THE AREA OF CONCRETE REQUIRED. CAST IRON VALVE BOX AND COVER TYPICAL WATER MAIN BEND UNDISTURBED TYPICAL WATER MAIN THRUST BLOCK THRUST BLOCK DETAILS SIDE of TRENCH WATER NIS,'!'! -++ CONC. THRUST SECTION DETAILS NOT TO SCALE BLOCK NOT TO SCALE 6" DI PIPE t . 4 Q' EXIST. WATER MAIN -47* �°o• MAXIMUM SIZE TAPPED CONNECTION * * WHERE THE SIZE OF THE CONNECTION EXCEEDS THAT GIVEN IN THE WATER MAIN MAXIMUM TA TABLE A BOSS :SHALL BE PROVIDED OR THE TAP SHALL BE MADE BY 2 TIE RODS (1 EA. SIDE DIAMETER DIAMETER MEANS OF MUTI[PLE CORP. STOPS AND BRANCH FITTINGS, TAPPED TEE, i M.J. BOLTS MBE SAME DIAM. AS 4" 1/2" OR TAPPED SADDLE. M. 6" 3/4" NOTE: 1/2 C.Y. OF CRUSHED PROVIDE 12" SQ. BY VALVE ANCHORING 8" 3/4" WHERE NO PAVED SIDEWALK STONE 6" ABOVE DRAIN 4" THICK CONC. BASE TEE 12" 1" EXIST CURB STOPS & VALVE BOXES TO BE INSTALLED IN MECHANICAL JOINT STREET TAPPING SLEEVE PROPOSED WATER MAIN HYDRANT DETAIL 2'—O" FOM MECHANICAL JOINT / PUSH—ON CURBING CURBING SIDEWALK JOINT TAPPING VALVE NOT TO SCALE GRADE VALVE BOX OR VALVE INDICATOR POST AS REQUIRED It OFV STANDARD VALVE BOX PLACE MASONRY BLOCK FRANME UNDER ACCESS PIPE ON CODMPACTED ,ao+ MI�G�� & COVER IN SIDEWALK FILL. DO NOT REST ON VALWE PROPOSED WATER MAIN 3 o•NEILL CIS Z No.2"1916 ' .a 'A CIVILLd p 00 CURB STOP TYPE K COPPER SERVICE TO BUILDING SERVICE SOCKET CLAMPS AND TIE RODS CONSTRUCTION DETAILS CORP. STOP EXIST. WATER MAIN WATER MAIN--// WATER COPPER SERVICE CONNECTION TYPICAL TAPPING SLEEVE AND VALVE N.T.S. NOT TO SCALE SALEM , MASSACHUSETTS GENERAL NOTES CLARK AVENUE EXTENSION t 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 OF ONE HOUR. 8. ALL HYDRANT LOCATIONS ARE TO BE APPROVED BY FIRE DEPARTMENT. 3. WATER SYSTEM IS TO BE DISINFECTED TO 50 P.P.M. AVAILABLE CHLORINE AND AFTER 24 HOURS 9• RESULTS FROM PRESSURE TESTING AND DISINFECTION SHALL BE FURNISHED TO THE DIRECTOR TO 25 P.P.M. OR AS REQUIRED BY THE CITY OF HAVERHILL WATER SUPERINTENDENT/ENGINEER. OF PUBLIC WORKS FOR APPROVAL PRIOR TO WATER BEING TURNED ON. 10. ALL GATES AND HYDRANTS SHALL OPEN "RIGHT". REID LAND SURVEYORS R ON "TYTON" E TYPE JOINT 11. A.R.B. NEPTUNE OUTSIDE WATER METERS AND OUTSIDE BOXES SHALL BE PROVIDED BY THE DEVELOPER. SHEET 4 OF 6 365 CHATHAM STREET L J 4. WATER PIPE IS TO BE CEMENT LINED DUCTILE IR 0 R EQUAL 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. 13. ALL PERMITS REQUIRED FOR STREET OPENINGS AND WATER MAIN TAPPING MUST BE OBTAINED. H2ODET1 LYNN, MASSACHUSETTS 14NO WATER WILL BE TURNED ON IN THE PROJECT WITHOUT WATER DEPARTMENT APPROVAL. DATE: . 5. ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH A.W.W.A. STANDARDS PRIOR DATE: AUGUST 29, 1996 SCALE: NOT TO SCALE TO PAVING IF PAVING ABOVE TRENCH IS REQUIRED. SUBSURFACE INFILTRATION FACILITY Ir FINISHED GRADE EL 4'-0m MIN. COVER 2 OF 1/8- TO 1/2- WASHED STONE ELEV. 2 ........................................................................................ ........ .......................................................................... ............... ----------- 12* PERFORATED P.E. (ADS) (INSTALL LEVEL) ...... ..... ......... 2' EFFECTIVE DEP)TH . ........ 2 ELEV. 'D 1 ... ...I LENGTH 24" DIA. 1 1/2- TO 2 1/2- WASHED STONE/ ELEV. 3 FRAME & COVER FINISHED GRADE GEOTEXTILE FABRIC (MARAFI 140N OR EQUIIV.) TO BE PLACED AROUND PERIMETER OF STONE ENVELOPE FULL BED OF MORTAR o •PROFILE d BRICK COURSES N.T.S. OZ 10 0 Zw 12" PERFORATED P.E. (ADS) 2 OF 1/8- TO 1/2- WASHED STONE w V) 0 4 1 1/2- TO 2 1/2- WASHED STONE z 0 STEPS 5ss V) 4 PRECASI, REINF. 'REL CONC. Bkl WIDTH FLEXIBLE GASKET ui o z 101� OR SLEEVE co 1/2#'/FT. SECTION C14 0Li 4 BRICK CHIP & MORTAR OR CEM. CONC. PAVED INVERT N.T.S. • C, c' CRUSHED STONE LENGTH WIDTH ELEV. 1 ELEV. 2 ELEV. 3 104 m LEACHING 03EDS #I & 02 104' 12' 87.5 87.5 85.5 BRICK CONCRETE MASOINRY INVERT MASONRY INVERT STA. 2+65 (RT. & LT.) —SEWER MANHOLE —DRAIN MANHOLE DRAIN SEWER MANHOLE. N.T.S. 1A OF MICR L ag G 0'N ILL 7�4 No.27916 Civil- CONSTRUCTION DETAILS DRAINAGE SEWER SALEM , MASSACHUSETTS CLARK AVENUE OEXTENSION BARTLETT & STEADM AN REID LAND SURVEYORS R SHEET 5 OF 6 365 CHATHAM STREET L LEACH LYNN, MASSACHUSETTS RWR 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 I- ' EXIST. GROUND INTERSECTION. �ovr ; III II OC SECTION B FLOW —� SWALE SWALE TYPE "D" t NOTE: TO BE USED AROUND CATCH BASINS. ' VERTICAL FACE SUPPORT NET SECTION A �.. + BALES TO BUT17 °; 6 �a ^ ' EMBEDDING DETAIL TOP VIEW TOGETHER. i0 iJ STAKED HAY BALES I ~ ju- STAKED HAY BALES i FILTER FABRIC A ' I * POST * �� EADWALL OR2 TOE B s0 ' ' ~' OF SLOPE ANGLE FIRST STAKE TOWARD � cz] PREVIOUSLY LAID BALE COUPLER FLOW CULVRT WIRE OR NYLON - BOUND BALES G PLAN PLAN PLAN PLACED ON THE ,G F�0 CONTOUR TYPE "B" BACKFILL 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 . lb 2 RE–BARS, STEEL PICKETS, OR STAKED HAY BALES 2" X 2" STAKES 1 1/2" TO 2" I IN GROUND. " ' ---EXIST. GROUND OVERLAP BALES' OVERLAP BALES r ■ r' . ■:;"1.0 w »: ANCHORING DETAIL SECTION SECTION SECTION 0 01 TYPE "A" _ TYPE "B" TYPE "C" i� STAKED HAY BALE SILTATION FENCE NOTE: TO BE USED IN LOCATIONS MOTE: TO BE USED WHERE EXIST. NOTE: TO BE USED IN LOCATIONS Balm WHERE EXIST. GROUND GROUND SLOPES AWAY FROM WHERE EXIST. GROUND BOTTOM OF FILLL 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 ANTICIPATED CONSTRUCTION NOTES: 1) WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 1) BALES SHALL BE PLACED IN A ROW WITH ENLDS TIGHTLY FENCE POSTS WITH WIRE TIES OR STAPLES. ABUTTING THE ADJACENT BALES. 2) FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN 2) EACH BALE SHALL BE EMBEDDED IN THE SOIL A WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP /� �+! CONTROL MINIMUM DEPTH OF 4". AND MID SECTION. TEMPORARY EROSION CON IDOL 3) BALES SHALL BE SECURELY ANCHORED IN PLACE BY 3) WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH STAKES OR RE—BARS DRIVEN THROUGH THE BALLES. OTHER, THEY SHALL BE OVERLAPPED BY 6 INCHES AND FOLDED. NOT TO SCALE THE FIRST STAKE IN EACH BALE SHALL BE ANGLLED TOWARD 4) MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PREVIOUSLY LAID BALE TO FORCE BALES TOGETRiER. REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. �— RIP RAP STONE (2) 4) INSPECTION SHALL BE FREQUENT, AND REPAkIR OR VARIES 1 REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. NOTES: 5) BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 3' 3' 1. DIMENSIONS VARY TO SUIT CAPACITY REQUIREMENTS. USEFULLNESS, SO AS NOT TO BLOCK OR IMPEDE: STORM O 1 �1� it 2. FLOW OR DRAINAGE. � 75x OF STONE SHALL BE 70 _TO 100 LBS. AND SHALL BE HAND CHINKED TO LEAVE A 313 V ' SMOOTH SURFACE ALONG THE YOP OF THE DIKE ANDA BOX :7UGH SURFACE ALONGCULVERT �- DOWNSTREAM SURFACE AND TOE OF THE DIKE. 1.5' MIN. 6" OF 1.5" STONE 08 RIP RAP (TYP) Wd= Do+ La 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 FORK 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) TR L) CONSTRUCTION OF THE PROPOSED ROADWAYS. 1) THE DEVELOPMENT OF THE SPITE HAS BEEN PLANNED TO ENHANCE THE EXISTING TOPOGRAPHY NOT TO SCAE AND VE=GETATIVE COVER. ALLL NATURAL DRAINAGE PATTERNS OF THE SITE: HAVE BEEN MAINTAINED. 1) CLEAR AND GRUB ALL RIGHTS—OF—WAY AND EASEMENTS. 2) STEEP SLOPES, WHERE POSSIEBLE, WILL NOT BE DISTURBED. 2) CONSTRUCT CHECK DAMS (HAY BALE BARRIERS) AT THE 3) NATURAL WATERWAYS WILL BEE PRESERVED AND PROTECTED, AND EXISTING BEGINNING OF PROPOSED AND EXISTING CULVERTS AND IN VEGETATION WILL BE RETAINED AND 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 COINTROL SEDIMENT ++��t9 OF y��c AND EROSION AT ALL DISTURBED AREAS. WHERE PRACTICAL. ,o MICHAEL a G. 3) PLACE SILTATION FENCE AT LOCATIONS INDICATED ON THE CONSTRUCTION DRAWINGS. 5) THE SMALLEST POSSIBLE AREA OF LAND TO BE DISTURBED SHALL BE EXPOSED 3 O'NEILL -° 4) EXCAVATE TOPSOIL FROM CUT AND FILL AREAS AND STOCKPILE ON SITE. AT ONE TIME. i No.27916 CONSIDERATION SHOULD BE GIVEN TO LOCATIRJG STOCKPILES ON THE UPHILL ,CIVILSTC ��° w� SIDE OF DISTURBED AREAS, WHERE POSSIBLE„ TO ACT AS TEMPORARY 6. SEDIMENT CONTROL MEASURES WILL BE APPUED TO CONTROL ANY �f�s�O14AL DIVERSIONS. SEDIMENTS THAT MAY BE PRODUCED AS A RESULT OF SITE CONSTRUCTION ACTIVITIES. - J 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 OF STORMWATER BENEATH ROADWAYS AND DRIVEWAYS USING VELOCITIES FABRIC SILT FENCES, SEEDIN(G AND MULCHING, AND SEEDED FILTER STRIPS. TO ENHANCE SELF—CLEANING OF THE CULVERT PIPES. THE GRASSED 8) TOPSOIL STRIPPED FROM CUTT AND FILL AREAS WILL BE STOCKPILED FOR LOAMING CONSTRUCTION DETAILS SWALES SHALL BE CONSTRUCTED TO MAINTAIIN VELOCITY OF ONE FOOT AND SEEDING AT LATER CONSTRUCTION STAGES. THE PER SECOND THROUGH THE AREA. SO AS TO ACT AS TEMPORARY DIVERSIONS, GENERALLY ON STOCKPILES THE UPHILL SLOPE. EROSION 6) CONSTRUCT CUT AND FILL AREAS, INSTALLING CHECK DAMS AT EROSION C TOES OF ALL 3:1 OR GREATER SLOPES, AND AT ENDS 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 STABIUZED WITH RIP—RAP. THE RIP—RAP SHALL CONSIST UFTS. 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 BE BLENDED INTO THE EXISTING TOPOGRAPHY TO SALEM , MASSACHUSETTS MINIMIZE IMPACT. 8) .PLACE GRAVEL AS PER TOWN SPECIFICATIONS AND ROADWAY SECTION. 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 ESTABLISHED. 1 11) BLEND ALL SLOPES INTO EXISTING TOPOGRAPHY AND LOAM AND SEED ALL DISTURBED AREAS. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH JUTE MESH. BARTLETT & STEADMAN 12) COMMENCE LOT AND BUILDING DEVELOPMENT ONCE ALL EROSION CONTROL MEASURES IN PLACE. 13) PLACE THE FINAL WEARING COURSE OF PAVEMENT. REID LAND SURVEYORS R 14) COMPLETE FINE GRADING OF SHOULDERS AND PLACE PAVEMENT IN MISCELLANEOUS SHEET 6 OF 6 365 CHATHAM . STREET L ' AREAS (DRIVEWAY APRONS,. PAVED SWALES, ETC.) EROSION LYNN, MASSACHUSETTS 15) 'REMOVE TEMPORARY EROSION CONTROL DEVICES ONCE ADEQUATE GROWTH IS ESTABUSHED. R WR DATE: AUGUST 29, 1996 SCALE: NOT TO SCALE i r� ' Ar LO T 2 15,000 sq.ft. 0.34 acres 71LOT 1 :•' 15,000 sq.ft. 0.34 acres CLARK AVENUEool 11:1 .......... 0+00 1+00 2+00 3+00 i S ` _ _y� rrr 7 7 //rrr// -�""-` I�. ,///,•rriiir� '��" � rr�r,y-ir/rr '�r///r,r/rYirir r�� - ii/z. l o - i I - _ J LOT 6 I LOT-- 4 / 2E,32.4 sq.ft. } / I 15,421 sq.ft. / 15,000 sq.� acres : 0.65 0.34 acres \ 0.35 acres LOT' 5 15,000 sq.ft. J' 0.34 acres F fr 1 :►�PZY10F MA OF S��i .���I�tN M� RALPH �c MICHAEL �yG� j WILLIAM m�► 1 G. f o REID ! i► O'NEILL No 29x22 �;� -- No. 27916G/sl i 9F CIVIL O40. •► H SFSS/ONAI. `r1�`\a GRAPHIC SCAL 40 0 20 40 80 ,80 ( W FEET ) 1 inch = 40 ft. SALEM , MASSACHUSETTS TOPOGRAPW1 PLAN KENNETH G. STEADMAN REID LAND SURVEYORS0?1 SHEET 2 OF 3 365 CHATHAM STREET R96-03OF LYNN, MASSACHUSETTS DATE: MARCH 28, 1996 SCALE: 1 " = 40' 50 00 struction Co �w1 �t t Con a-4AW AW.. 9 L OCUS 8 � No Scole ��/iir 38 6 ;u, 0 �!isu�3ie�ll aha �6'+�,� m alter F. Abr A \ �Z. ►� W � N/F pomata gA 1333 �1� � \ 11g1 N;F Fra 3 12a 50 �k3 X35 13�5 leg's 9 132 - etymon 0 - - 1 Nin N 09 \3g 1328 1233 N N 19, 0 \ \ y .r 0 s N 6 .006 .t S.F. 13gg /5. 072 tS.F.h 13 /5, 056t S.F \ /4.800 f S.F. 6 SALEM PLANNING BOARD DA TE. Z 41C \3g 1391 1385 WF L e 910n t ///F Co/pill �' N/ /piiJs Co THISPLAN/S SUB✓ECT TO A COVENANT DA TED ��o /N ACCORDANCE CHAP. 41, SEC 7-10N 8/U OF M,.G.L. \39 a, IAI� IA2' 0 \A i u e a , ` A3) �2 Ib0 9 „► 3 ___ �` 19; 13 . \ 1310 \3 � 3 �iq\Q6• „y_ yid _ \ �Ah \ 146 O Q \ VVV m 3 /4B \A9• \g ,.-' �� 135 � -�✓SO ` \ 6.1 I43.2Ik 0 `31 � 1 00• \A\ F �� I Z 5 Q1 A 4°q1 \A \ \A X \\ \y / 03 1 y 13g� � �__ Ilei c>✓�' � 1 1 \A9• I PROP. HYLEGENDD. - I - \A5- B GATE �146) \ \ -- PROP39.74 • PROPOSED TREE RIMINV /35.25 �1 �/44� / 00 !I 13 \ IZ SAN/TARY SEWER �, EXiST. HYD. I /00.00 - _ _ - / O - 00. - - 90.00 W WA TER ;/NE PLO,1 0 ' 9/T /' S/Ot'WALK JJ �i -- - I n0 \A o _ - - ---- - - - - - -t W.G. • URow--- - --� • GRASS a • • . srRp 'r — • I w it V'✓A/E/� G.�f Tr ►� — -- w – = -e- UTIurY POLE �,/ Prop. B"C.L.D.l. =/36.94 m \ \AZ A V . -1 \3g � ' o y j /RW HYDRANT PROP GA TE Tie info exls/. 6•' 1 A / �- Q I 3�. CL ARK Prop, 8•'P.V.C. - A / s -- yn -s /- ----� w \ I ti .� q \� O s s s h s s O A A PROP. S.MH PROPOSE6 PROPOSED PA VEMENT W )PRO /3 M O O \ ` /QfAl NV=(130.40 4154 \Ay / 1�9 fi `}(�rte/ GUARV RAIL EX/S T. SM.H. p INV.=129.40 PROP. C.B. 5 / Tc�POR IRly I T 12 RIM- /d9.74 S y .Q, jl RIM=/36.45 W � /NV=/35.00 PROP. \A GRAN. 1--_-.-__ _ CURB - -- "`�- .-, —�- � -- — - - /S• A � �5 10 /NV.=/26.54 � srR� STA 9+40 PROP. F/RE ALARM/ • P GRASS - ----f - -�. ��,r 7 URIL N AROUND �3 J _ DASHED L/NES/ND/CA TE EX/ST/NG CONTOURS BOX ON EX/S T. \41 B/T SIDE K / _„� _ POLE PROP. 061 EA EMENT �— SOLID LINES /ND/CA TE PROPOSED CONTOURS h 3 _ \3A \3A ✓4p �` ti RC PROPOSED SPOT EL EVA TIONS ARE/N PARENTHESES LOT 135 3h1 LOT/36 \3p� 0 q LOT/39�'-- LOT!4O / /� O /41 \ � R= 25' -- I 134 /C!!y of So%m \' \3 '-` / Z . ' • • . „ WETLANDS MARKED BY GULF OF MA/NE - � 13 f I / / . • • RESEARCH CENTER, INC, Co/ ills � Co/pills 13 \ 9 N/F o X36' N/F Co/pills �A� � \�a' iso , • • ' • • . • SALEA+j MASS Q 0• 136 W \3 - i / ��► y • . \Q93 14` 1,9 J 134 126 ' L IO a 1211 `Z09 \ \6 13-9 o r INV.= 1270 Q, jobQ, 130 - g� DEF/N/TI VF PLAN OF CL ARK A VF. EXTFNS/ON /N SAL FM MASS. � 7 SCALE /"-20 ' L/UNF /988 �` ; �• �'� `,�,:; REV/SED ✓UL Y 1988 � R SURVEYOR DA V/D 8 PAULA COL P/TTS LANDMARK ENG/NEER/NG 8 /7 MANN/NG RD. SURVEY/NG, INC L YNN, MASS. 583 CHES TNUT S T. Z c ULA T/OA,. 4F Th :c-GISTR✓ "�DEEDS. L YNN, MASS. O /O 20 40 60 80 I /50 EX15 L • ' EXIST i Q PROP. W + /.4016 -140 PROP. PIG PA VE .4% EXIST / EX/S T. � .1 � . \ - • PROPOSED GUARD RAIL � --- -- —PROP. C.L.D./. �. PROP. EX/ST 6 CROP. B cLol B„ GA FE_- 5' STUB PLUGGED 1' PROP. B ' TEE, PROP. 6"' GA 7E_ - A EXPANSION 101N GA TE.8 HYD. . .. 0.005 SL OPE /30s = 0.005 PROP, B" P v.c. 2 to / or FLATTER S= 0.0/B EXIST B" PVC' W NOTE: 8"' WA TER BY REQUEST OF SALEM \ \ WC/TY ENG/NEER. LQ kz /20 � a V, \ lz�1 '�• 1 j j1j 1j Qi ....._•..,c- ate+--. . 0i III r h a a 8.00 -50 9+00 +50 - 83 /0 +00 +50 76 //+00 *50 12 + 00 *50 1,3 '. 00 +50 r 75 ' 95 14 + 00 -- -- EX/ST/NG CEN TERL/NE -- EX/S TING L EFT SIDE L/NE -- EX/ST/NG RIGHT S/DEL/NE PROPOSED CENTERLINE EL E✓A TIONS ARE Oh' T,HE AL EM Cl T)'BASE. SAL.EM PL ANN/NG BOARD UA TE: 5' 3' /2' /2' WEAR/NG " WEAR/NG COURSE rr2-/FT, �.! , WOOD FORM / /i2" WEARING COURSE 2/12" BINDER COURSE couRSE r r -WOOD FORM' n� s 6"L CAM //8" /FT. /"5 / FT- 2 BINDER 6"' 61, LOAM 2"BINDER o PROF/L E CROSS SEC TON COURSE COURSE "o r!I M/N. B"GRAVEL M/N. B" GRAVEL 'moo •. • b �'0 /2" COMPACTS GRA VEL BASE COURSE OF _ 8 •�� CL ARK A VE EXT�NS/ON _ 1/131 /= ':oQeoo . 6' GRAN. CURB ��=�ip�l/ GRAN, CURB 6' 5'M/N. 6'M/l1/. SUBGRADE IN 7'M/l1C SAL iEN, NA SS, 6"' WA TER HOR SCALE 1"--20' J _ VERT. SCALE/'• UN 4' E /988 B" SEWER '� N.of M � �F REVISED JUL Y 1988 e f2 p 4E. <-BLANCANUS ^I OWNER SURVEYOR TYPICAL ROAD CROSS-SECTION �\p�Na ?5104 '1 �1 o g�,34�Q r o SS�HAL Lf �N� stj NOT TO SCALE DA V/D 8 PAUL A COL P/T TS L AWMA RK ENG/NEER/NG 8 / CERTIFY THA T THIS PLAN CONFORMS TO THE /7 MANN/NG RD. SURVEY/NG, INC. RULES ANG REGULA TIONS OF THE REGISTRY OF DEEDS L YNN, MASS. 583 CHES TNUT ST. L YNN, MA SS. O /0 20 40 80 LAW M t 1 f t ti 1 i r i b r. A' 0 1 I ---------- - ------------ ditg of ,Salrra, f ttssar4use#ts @litg Abu �alem, ,9flassaeltusetts D197U c dA_ FORM C APPLICATION FOR APPROVAL OF DEFINITIVE PLAN c �= Z;" In accordance with the provisions of Section III-B - p .....cY.it .�y the applicant must file, by delivery or registered 4' c' mail, a Notice with the City Clerk stating the date of the submission for such determination. The no- tice shall be attached to two copies of the Form C H application. The notice and both copies of the ap- plication must be "date stamped" by the City Clerk and then one copy of this Form C, with the Plan, filed with the Planning Board by the applicant. All notices and applications shall be typewritten or neatly printed in ink. ZZ Salem,Mass.> -----_------- To the Planning Board: The Undersigned herewith submits the accompanying Definitive Plan of property located in the City of Salem for approval as a subdivision under the requirements of the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem. 1. Name of Subdivider ----------- ------------------ Address -- -�'� y_l�C ------- 2. Name of Engineer or Surveyor __-- :? t t 0 1_��c,�-_ 5U Address ------SS=--------------------------------------------- 3. Deed of property recorded in ------_FS __— V f-ly ----------- Registry, Book --------------------------- - Page ------------------------ 4. Location and Description of Property: -----_.--__—s1 --- ----------t -0-T---0------------ ---------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------ ----------------------------------------------------------------------------------—--------------------------------------------- 5. --- --- 5. All streets and abutting lot lines shall be shown on th P with the names and addresses of the abutting Owners. Signature of O er -` -------_-___-- ---- - -------------------- --- - ----------- Address__�o�_�/� — l�L —5� �------ Telephone Number __ }� �3 \- 3 75 ff A list of the names and addresses of the abutters of this subdivision is attached, which shall be attested to by the surveyor. Verification will be made by the Planning Board.