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CLARK STREET-CLARK AVENUE - PLANNING UNPAVED PAVED FRAME & COVER FINISHED GRADE FINISHED GRADEo FINISHED GRADE FRAME & GRATE MORTAR EXISTING GROUND MORTAR SURFACE BRICKS AND MORTAR - v - d 4, TO BE USED TO MAKE - - - SUPPLIER TO PROVIDE GRADE ADJUSTMENTS SUPPLIER TO PROVIDE 2 -2 TOP " f1" 6-INCH COVERS TO MIN BITUMINOUS CONC. TOP PAVING AND SUB-BASE MATERIAL 6 INCH FLAT 2 4 - COVERS TO SUPPORT AN SUPPORT AN H-20 LOAD DIA. OPENING - (MATCH EXISTING) SAWCUT EXISTING PAVEMENT, COMMON FILL MATERIAL � � yu fv H-20 LOAD APPLY TACK COAT COMMON FILL"MATERIALS k BIT. CONC. BINDER (MATCH EXISTING) EXISTING PAVEMENT ` OUTSIDE OF PIPE o OUTSIDE OF PIPE c y J4 +2 CLEARANCE +2" CLEARANCE r.. WARNING TAPE - GRAVEL BASE AS SPECIFIED 48" f1' (MATCH EXISTING) EXISTING BASE DIAMETER CATCH BASIN TRAP {O 1 0 0 0 6 MIN. ff ...... .', ......... -•.:•. $>, MIN 12" MINI bIUM SEE .�. . rr CLEARANCE NOTE 1 BELOW 12 MINIMUM 12 MINIMUM SCREENED GRAVEL o v IN SCREENED GRAVEL " '� SCREENED GRAVEL UNDISTURBED EARTH UNDISTURBED EARTH _ /1 �� I_ '` SCREENED GRAVEL,PLACED AGAINST VICINITY MAP SCALE: 1 = 200 EXISTING SUBGRADE TO REMAIN SEWER OR DRAIN UNDISTURBED SIDES AND BOTTOM OF (SOURCE: SALEM GIS) TRENCH. SEE NOTE 1 PAVEMENT MATCH 12" MIN SCREENED GRAVEL BEDDING y - 8" MIN SCREENED GRAVEL BEDDING PRECAST SHALLOW DRAIN MANHOLE PRECAST SHALLOW CATC H BAS I N BELOW OUTSIDE DIAMETER OF PIPE. I ,~ BELOW OUTSIDE DIAMETER OF PIPE. D ETA I L D ETA I L DETAIL LEDGE UNDISTURBED NGTES EARTH (NOT TO SCALE) ) (NOT TO SCALE) (NOT TO SCALE 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM MID-DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE - i 1 TRENCH DETAIL FOR { I APPROX. ( HOUSE #„ f GRAVITY PIPE APPROX. APPROXI APPROX(. (NOT.TO SCALE) x 123.61 HOUSE #3 I HOUSE #5 APPROX. HOUSE15 I / l I I # /\HOUSE #7 I _ I 1 19 / I X 12 23.05 I \ 12 1zo.as E)XIST SMH >� 120.69 X 1 0.89 722-32 122.34 - RIIM 115.77 QR 0.86 120.71300 120:69 I DRIVE I - �'� -- 122 _ ( _ t1 .37 I nRIVF X-1 8.39 E 10 y, L / \ _ X 119 78 73,85 - - _X-4-20.51_ - 121 19.8 G �( 118&2 - - _ "S�1 19.78 yE-121.44 171.49 1 _ / y��O - - - - - / _ _ 1 r9.ao - X--120-34 _ / - 120 ---- UP 4 /J I DRIVE \ 'kt8T2- -�c�s.ss 120.28 `�C 121.17 -4-•1 M75f - - - - �E 1-48.3$•' - -_E +i$a5 - - . 12o.at Q / F - ., NUF IMCMH - 78 P _ +48:8Y 12p / X 1 18,15 119.89 ` --X 1 H9.31&- - - - - 3f-1 t§1 r XIST SMH x 120.06 RIM=EXI1 S9.96 116.83 EP �`� 11 s4 R11 �..� x 118.19 x 119,4CLARK STREETW -�- W W W W W W INV-114.46 - X 120.30 W �-rs�asW PROP. 12 HDPE x 118.80 g 1 1 W � � W W 120.12 X 120.0 1 19.87 X 118.83 X 118.36 j � 8 -- __--` r1g 120 x ,16.76 10 SEWER FROM ELS PLAN APPROXIMATE 8 WATER � , -�- r1"s.z3 .ss 1�s1 UP/LP X 119.46 1�� (P - 5 `� x 1 B 2 4 PLAN LAN BOOK 6 ^`", .. -..�.-._ �ta:. tx......._ '}s..,;�''1} "; x pl yy G r.,. ..... ..Z.: ..... ., ... - ... .t:. ... .. J1't .1:. 8.9 17.63 UP /}P - ,. �. '-. ,. , ..,, ,,., - ::-' w - -A >, ,at'1 r•, �=� 1_ /. .: 19.68 ----� EP r .,, #�I P .l Q E - JAL 317 - - - - - . . SAWCUT_-8c PATCH PAVE T }. _fr p.ROP-,OSE[ .:, i L1.. ..... 1.:" W -_ - - --�c-tt•s-ts- x-t-,sus- - - - - - 1 - - EP �VI�I� . .:. {... .. - . ;.. ...,_:. ..... _ BIT. .95 EXIST SMH CCB _ sus- -�c EP r.- - - "� - - - - �' 119.77 is tt7a -�" - 3117.70 1?68- )E 11&-08- - _ _,- . 3a 17.80 %� 19.3 I 9.92 �'C 119.70 /' ' 9 17 I 4s t t s RIM-120.41 X18.1 11 d �} 120 1 i "�"">1 1,91 1 i'� . - i z;. y�.. -�F-'.. � 118, 19:13, t 1 6? d-': _,F t:Sr a ;_r;': I - _ 18 X .14 Nvo 1 DRIVE ' I 19 1 9°t$f 19.49 9,� �I 118.68 118 9 118. � 9 1 7.85 Wg GUY 17.6 r I 18.12 U F' 400 "I Q PROP. SHALLOW i 19.33 B WALK t 18.7a 1 / 120.54 UIP/LP 1 Jf A �1 9.35 DMH RIM=119.70 118.17 118.80 y( 118. 6 118.74 1 .34 77600 117.88 117.71 I 717.80 DRIVE 120.64 6ENCHMARK; :3382 � /� �. 12" HDPE INV=116.56 DRIVE 11875 DRIVE DRIVE ' SPINDLE OF HYDRANT t1s. s i �s i�j( t 9.31 PROP. 1191 2W I I � DBLGRAI E CB �; I I RIM=1 17.60 ELEV.-123.20 " 118.15 * 118. 3 1 " X20 ` ' J 12 HDPE INV=116.7 I 15 PVC INV OUT=114.25 z � PROP. SHALLOW W X 1166 * 11 B.47 � 11Es.s7 1 .47 CB RIM-1 '� 19' GARAGE FLOOR REPAIR BITUWINOUS SIDEWALK (DROP RIM TO 11 .5) -15 0- 12" 12" HDPE INV-117.0 L,1 PROP. 12 HDPE ELEVATION=1 18.80 & DRIVEWAY APRONS AS � * REPLACE SECTION OF BIT BERM I a NECESSARY INV=114.46 INTO CB � j � I 1 19.9 Y APPROX, T?Q 7 p x X 121 I . HOUSE #8 o 119.8cu 120.26 120.24 Z 1 Q D 120.5 QX7� 1 r I ` 118.63 119.45 APPR • 2. GF=1 19.6± HOUSE #6ca z co rn i 122.10 o m THRESHOLD GARAGE FLOOR ELEVATION=119.45 w ;a 122.5 N ELEVATION=118,153 Z I Q 1 0 Q 124 CD D 1 _ Z _ v I 125 125.47 125.40 125.4 _ I ,26 ~w l CD \� LEGEND OF SYMBOLS AND ABBREVIATIONS PLAN NOTES: D -, J x126.12 �� L� \� �w 1. VERTICAL DATUM 1S AS SHOWN ON A PLAN ENTITLED "DRAINAGE IMPROVEMENTS PLAN" LOCATED IN MONITORING WELL SALEM, MASS. DATED JANUARY 9, 2008 REVISED THROUGH FEBRUARY 13, 2008 BY EASTERN LAND I 1 PROPOSED DRAINAGE a FIRE HYDRANT SURVEY. 128.46 1 1 \\ CONDUCTED WILLIAMS 2. TlOPOGRAPH'IC FEATURES APE THE RESULT OF AN ACTUAL FIELD SURVEY DUC BY & J 9 '7�-• I Q WATER GATE O SPARAGES ON DECEMBER 15, 2015 AND SUPPLEMENTED WITH INFORMATION SHOWN ON THE EASTERN I M PROVEM ENT PLAN __-XX 129.76 N LAND SURVEY PLAN REFERENCED ABOVE. CATCH BASIN (DRAIN) ® UP 1?29557 3. THERE ARE NO WETLAND RESOURCE AREAS WITHIN 100' OF THE PROPOSED DRAINAGE IMPROVEMENTS 3812 ,��o � _ IN UTILITY POLE SHOWN ON THIS PLAN PER MASS GIS, AND, TO THE BEST OF OUR KNOWLEDGE. CD 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND. DETERMINING THE LOCATION, SIZE AND 4Y�- SALEM MA LIGHT POLE ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY 130.81 _. ' CONSTRUCTION.. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING 161. s DRAIN MANHOLE OD WITH THE PROlPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE r , Of 10' 20' 401 3 WORK. THE CC)NTRACTOR IS RESPONSIBLE FOR OBTAINING A DIGSAFE NUMBER (1-800-DIG-SAFE) PRIOR I ,, \ SCALE: 1° = 20' DATE: DECEMBER 16, 2015 -° SEWER MANHOLE S TO THE START OF CONSTRUCTION. . I ` 0 >( 1.67 CLARK STREET/CLARK AVENUE INTERSECTION TRENCHES ICUT INTO EXISTING PAVEMENT ARE TO BE HEAT PATCHED. 13,.65 N EXIST SMH 5. UTILITY POLE/LIGHT POLE UP/LP 3tss� X32 `�� RIM=131.983 EASTERN LAND SURVEY ELS 6. THE UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND RECORD PLANS AVAILABLE THROUGH THE ` CITY OF SALEW AND THE ESSEX REGISTRY OF DEEDS, SOUTHERN DISTRICT, ARE NOT INDICATIVE OF ALL \ \` °1 so Y EXISTING UNDERGROUND UTILITIES PRESENT, AND, ARE NOT WARRANTED TO BE CORRECT. 132.20 x 132 ,32.19 X 132.54 EXISTING CONTOUR / 132.27 / o PROPOSED CONTOUR ------ 104 ---- 7. THE PROPOESED DRAIN LINES SHALL BE 12" DIAMETER HIGH-DENSITY POLYETHYLENE PIPE (HDPE) '� a UNLESS OTHERWISE NOTED ON PLAN. 132.36 / �� Ssq� WILLIAMS i EDGE OF PAVEMENT EP \ tN�F MA - - - - - - - _ _ _ _ 8. MINIMUM SLOPE FOR ALL PROPOSED DRAIN LINES SHALL BE 1.0% � CCB vc 132.53 /N PETER M. yG�, 3 CAPE COD BERM _ 9. ABUTTING P'ROPERTY LINES HAVE BEEN COMPILED FROM VARIOUS RECORD PLANS AS WELL.AS THE BLAISDELL,JR. ~� w SPARAGES BRIT SALEM ASSESSOR'S INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE. C416 v BITUMINOUS BERM No.41613 E:NGINEEERS I PLANNERS I SURVEYORS A 9 o Q 189 AVORTH MAIN STREET 10. LOCATION OF CLARKE "AVENUE AND CLARK STREET ARE AS SHOWN ON LAND COURT PLAN 7159-B. `��/sTEAti\��`�. SUITE 101 R E jj Q PROPOSED HAY BALES ��9 < I ��G. MIDDLETON, MA 01949 PHONE: (978) 539-8088 `o PROPOSED SPOT ELEVATION 148.25 v FAX: (978) 539-82001-1[tots DEC 12?�5. J www.WSENGINEERs.COM DEPT. OF"PLANNING& C SURFACE FLOW DIRECTION COMMUNITY DEVELOPM T I o , . i w - _j - a. - it ! � ! I I i i i I . • . - � - - - _ - .. . 1 I 1�! UST OF WAIVERS REQUESTED R _ . LE KS C TIFICATI ON T PLAN . C ER ON HE s . 1.SECTION IV A.1.f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY - DATE: ` �� q� (230 FEET FOR CURVED STREETS AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS - -------------�---- �G \ ) � '�A J �P.� P��J� N °yo�,o� . .SHOWN ON PLANS. - 1, EM, DO CLERK OF THE CITY OF SAL mP�� Z Q �o { • .SECTION IV A 4. WHICH RE UIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 FEET IN HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY ��R �� o�oG 2 a . Q - , . . THE PLANNING BOARD HAS BEEN. RECEIVED AND RECORDED AT THIS �� K srRe�. G��Py LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY . '�2 ��' ON PLANS. DAYS NEXT AFTER SUCH RECEIPT AND . RECORDING OF SAID NOTICE. zo �� . ` s 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 9°4 T z F2�� : CALIPER, 30 FEET ON CENTER, ,AND, IN PLACE THEREOF ALLOW TWO (2) TREES PER LO __-, _________________________ ��. CITY CLERK _ NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. : • . wyx, qN o - : R��F �—LOCUS � �� I N . . ..'`gyp ; : - Z . . OF THE REGISTERS NOF RDEEDSTIION S • RE ING THIS PLAN � LOCUS • i �` _ � �i 1 —800 \\ / ;1EANETTE H � ,. TORION / ALFIRED & JOAN . / / ILLIAMS & SPARAGES L . . . �'\ LOSEPH P& / / LC FRA N / // OUISE ��PAU / - ... / / \. L, PAULETTE, 07 0008 / NCES LUCIA 0 / / 07-0007 GEORGE M • _ NOTES. / / / SLEISON / TT / � i _ _ GAIL L. FIALHO/ LORRAINE M. . /. JOHN & SCO f 0005 _ GAGNE TRUST / rn // � . 07B 004 / 07-0076 / ILHYSENESHIA LIAM M. -� r- 1 . VERTICAL DATUM UNKNOWN SEE NOTE 2 000 /� / 07 / / 07 3 / / ( ) .. / 07-0002 / ; � WIL ROE, JR. � ESAM Y. I i� % Mo-0086 ABDELGADIR w LEGEND OF SYMBOLS AND ABBREVIATIONS 2. EXISTING TOPOGRAPHY AND UTILITIES ARE AS. SHOWN ON THE PREVIOUSLY / � • –0001 APPROVED DEFINITIVE SUBDIVISION BY THE CITY OF SALEM (MARCH 3, 2008 / RICHARD L. O'DAY � U � 07 DECISION) ENTITLED "DEFINITIVE SUBDIVISION PLAN, CHAPEL HILL, SALEM, / 03-0137 v GAS GATE o ,i / �� - : • MASSACHUSETTS" DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, / `' - 2007 BY EASTERN LAND SURVEY. / MONITORING WELL pow / 3. WETLAND RESOURCE AREA BOUNDARIES WERE DELINEATED BY WILLIAMS & / � IRE HYD NT SPARAGES. / / �' 3 F RA f / 1 N P GA E 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND - E DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, / JEFFREY M. WATE ..SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO ANY CONSTRUCTION. • .. & ELLEN T. CATCH BASIN (DRAIN) ROGATO WQ� 5 THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND • - • INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE �, 02 0046 otos _ UTILITY POLE / REMEDIAL ACTION BEFORE PROCEEDING WITH THE WORK. j w� RO,gO - - • : - HT POLE LI 5. TRENCHES CUT INTO EXISTING PAVEMENT BE HEAT PATCHED. 13 • ..9L . . AIN MANHOLE ! - 6. .ALL WATER MAINS SHALL BE 8" DIAMETER CLASS 52 CEIv1ENT LINED - - ��c� 14 . � DR � ,. .. DUCTILE IRON C.L.D.I. 15 E E . . ANHOLE TO OE 12 �� SEWER MANHOLE . 7. ALL GRAVITY SEWER LINES SHALL BE 8 DIAMETER SDR 35 PVC PIPE. , . 1 9 6 10 1 1 . I � WATER AND SEWER SHALL BE CONSTRUCTED WITH A MINIMUM HORIZONTAL NC = NCRETE CO CO SEPARATION OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES �I 7 - ,. S NE BOUND DRILL LE / n E RATM 201 S SHALL BE MAINTAINED WHERE WATER AND SEWER LINES CROSS. / "�•-�` �y RAL TRU T / BDH STO H�0 . . . ;�: , • �t 06-0019 ND = D 9. ALL STORM DRAINS SHALL BE HIGH-DENSITY POLYETHYLENE PIPE: (HDPE) -' �� 1 H - _ , / F FOUN ,. -9L HCR HANDICAP RAMP UNLESS OTHERWISE NOTED ON PLAN. FZ �� = R F RM LY • . OW 0 0 ER � •��. Gtr �ADEUSZ 19 � N/F N 10: MINIMUM PITCH, FOR ALL DRAIN LINES SHALL BE 0.5� _ & JOANNA SALEM - i ' CES SHALL BE / . S, N AND CABLE T.V. SERV( / �� / BARCIKOWSKI 2 CONSERVATION �' �`- IR IRO ROD 11. ELECTRIC, GAS, TELEPHO E - COMMISSION 2 06 0017 Q - � INSTALLED UNDERGROUND IN ACCORDANCE WITH THE APPROPRIATE UTILITY - dot S �— R/Q�r _ 06-0011 TREE AGENCY HAVING JURISDICTION. '�, 02 �C G'/,� �F 26 f�� . . � . , (STING TOUR 04 � � 4 EX CON 1 ____ .-- . 12. STREET TREES SHALL BE PLANTED AT TWO (2) PER .LOT UNLESS \ 20 . 3 .OTHERWISE NOTED ON PLAN, SEE REQUESTED WAIVER. � .....-- . ROPOSED CONTOUR - - - - - - ,�_ -� �-- ..� / � � P 104 13. FIRE ALARM BOX INSTALLATION AND LOCATIONS) SHALL BE IN - � �. \. 22 � Rte-- - "' DGE OF PAVEMENT _ _ EP _ _ - - ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SALEM FIRE � 2� _ _ sc�LNECAjI i E DEPARTMENT. _ _ �..- - _ ,�� 0 ." ` VERTICAL GRANITE CURB VGC . � Z - • 14. TRANSITIONS FROM THE PROPOSED ROADWAYS INTO DRIVEWAYS SHALL BE • OSED SILT FENCE -.—.—. .— MADE USING RADIUS GRANITE CURBS. ROPOSED SPOT ATION P ELEV t aa.25 O 15. STREET LIGHT INSTALLATION (TO BE SHOWN ATA .LATER DATE) SHALL BE SURYA & • IN ACCORDANCE WITH THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS, ISABELLE WIRYO E F W DIRECTION � .-.. -0015 OR, OTHER APPROVING AUTHORITY. -' 06 • .. �, P OPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD 16. THE SUBJECT R ,. _ _ / .HAZARD AREAS SFHAs SUBJECT TO INUNDATION BY THE 1� ANNUAL I ( ) MA NUMBER � SEAL CHANCE FLOOD AS SHOWN ON FLOOD INSURANCE RATE P PEN SPA 2 7 CE • t� .. ��OF MAS 2500900531 G, MAP REVISED JULY 16, 2014. F ... :; gyp. s9� 0 - - � yGm ,. BLA ELMJR. � .. • .... . . i � CIVIL to • U � : No 41613 • I 9 / PCO ��Q .. A ��. .. N! �� . - :. . JAMES E CONNICK Q^ SAL : . 6-0005 : NII\v BOARD o PLAN m - - • / --�,. o LYNN SAND & REVISION DATE .. --- - ---- / NO. � • STON E ,;� - . . C/0 AGGREGATE N DEX IND T I 06U 00125 ------------------------ 1� n • LEM, I�VIASSACHUSE • - PLAN SET INDEX • SA ��----_ OWNER: 3 T - SHEET 1 . INDEX . PLAN . _ BARBARA DRISCOLL ET AL QEPI:-OF PhAIVNIN(�� : ------------------------ Mi;i�i lY Gw��tlrfR �, _ . 18 WALLACE ROAD .COM .. LYNN, MA. 01901 �. -� •� � SHEET 2 - 3. DEFINITIVE PLANS • : LC CERTS 36055,36056,36057 c: - - - --- - -- - - - WILLIAM SHEET 4- 5 . DEFINITIVE PLAN 8c PROFILES .. �VIj � � t�" ��4GES - STREET eNciNE P ------------- ERS � PLANNERS � SURVEYORS NSD REALTY TRUST HI PANS _ `� — � TO P O G RAP C L � ' .: - LYNNOA MAL 01905 �, . . . .SHEET 6 7 . .� :' . . 189 NORTH MAIN STREET 3 - - _ PROJECT LOCUS: IT 1 o _ L SHEET 8 — 10. DETAIL SHEETS ------------------------- o - CLARK AVENUE SALEM, MA _ ETON, MA SU E i : , ."�' .. .. .. ., FAX.N97897539-8200 88 SREF8R&9CE: �, - -- Qt _ E Y � __ - . . MA 0'6 P40' L 80' 160' o E - � �� . _ , . • N f . . CALE• 1 80 o H EET 1 O F 10 o . AUG UST 14, 2015 : J � I ---• Q .. � �. � .,... ___ - , .. _ i -_- - i. _ - II_. --i_ - _ _. i �, � ' II / � / / / � ;JEANETTE H. TORION - j 07-0008 ALFRED & JOAN � � GAILORL.E F AL 0 \� A NO JOSEPH & 7-0003 FR NCES LUCIA 0 07-0007 LOUISE P. SLEISON PAUL, PAULETTE, JOHN LORRAINE M: / / / \ � & OTT LEBLANC / -00 G T E N H ES rn 07 05 / SC / AGNE TRUS ILIR & ESMA HYS � I / - -0076 / 07-0002 ROE, JR. . / _ � \ 07 0004 WILLIAM N` MON \ 07-0086 _ � 07 _ / \ ESAM Y. ABDELGADIR / j h - - / �`•' \\sem 0001 HARD L. O DAY U i / 07 RIC '` �\A 885'__29 10"E 851.48 / 03-0137 ,,4, �•'� v � \ ,� �, S � �3 .. .. � .. .. . .. .. � .. � •��\ � - , / �'� \ - \ .. / , . \ - . / •5-E 1 76'OTO \ 14 09 S . DRAIN N79.24 \ E � / EASEMENT . \ 103.78 O�,s2 \ .31 _ : OPEN / - / 10 W S SPACE 1 , /� °' o J 66'S's �, ,� � Q 3 / � \ � o_ AREA= 1 .68 388 S.F. ,��. ,,� �P.�. ,_ �, \ �, LOT 2 � o � e a / ro. •. � o � � a � ;� �Q LOT 3 �, s . . �5 � � \ Q �� s 44 100E S.F. WETLANDS / \ I CE TIFY THAT HAV CONFORMED � � \.o � � 7,697 S.F. o .. ,�, - � � � WITHRTHE RULES ANDEREGULATIONS / � � � ak — — — — --� � �0�\� o Z 7,412 S.F. ,� DEED IN �° ,� -� J �� ,o -. OF THE REGISTERS OF S / \9 O .'� 49.42 � o \� �, a o J' F` o N \ Q., PREPARING THIS PLAN. . . • � G � - Q• \ \ . 623 ^� h S , J, �`\ � � .26 1 � '� 60. 2 � � o \ \ �, � � o \ �=75. Oo x_22 07'4 " LOT 4 - 42� / � � � �: < ,165. 63 8 7 �- sr �� \ R _ 5.65 R. 73 F / LOT 1 � \ < � L-6 1s 7 492 S.F. .� � ------------------- • / : 0 . . •' \ o 5.p5 ;� •50 WILLIAMS 8c SPARAGES LLC \ \ 5 SF - _ SS s�'�O/'� 7�8 ;��o�� \•� � R�65•p0�„ ��'8s r� oo r - ._ _ N / > 8s 6�(J �`L6�6 00 � ,74 X0'3 � ��. ._ // w I N86'40'01 E Q- �, - '_ A _ 50.24 7`�40 p- o0 61 's a ,5 LOT 5 s ,,�, i :278.7 _ _ -- -- 4 I,�, s 1'li 21 S. . R�.125•g2 O 3'F 7,4 F R8• f�`'� / o - � - _ / � - _. � o 31.7 �� ` 162 L`4 O �� 7000 civ Aj j �°� /,\•� O D�• 1 5.40 0 �, sr•, ^� _ 00 N86'40'01 E SS �� X10'!5 R=125 0 . . O 4 ,^� � � �o� �Oti' ._._ `t Z JEFFREY M.' & ti -- .s9 � - g2 4 , o � o / �. �- �• O 20'48' 866• <. 11• '� �o�v 9 , ELLEN T. ROGATO \ ,11 0 , 5' 3s" 40 � " y0 ,p.80 �6, � �. �P �s / . \ UTILITY �-�12�:5�5 �S SS�a S .3 •14 2S, �"� � Pp �, " / \\ -� 02-0046 o s /EASEMENT O FZ �5� � F � /Q 9�0 � _ � °� �' cS\/" O 00•`L� D 00.0 1 O,,[� O - - DRAIN \ 1� o� 5 0 '1 . . - , \ ��`''•ti'` �' � 9 O LOT 6 i ROADWAY o ,,� v, �, � ,�'1 � (�\ EMENT o°o° \°o. \ o° � •ti `� \ . LOT 13 N � 25 7,203 . S.F. \\��°. } EAS EASEMENT 11 '� � o � o I• �, <� S � . . -57 h6� � \ � D ��h�� 1..� •o,\ ss0 9,147 S.F. o a �, 'S0 a � e ss•16, °�\ o� G•- � % �.� �. \ o \ s ; Z LOT 14 �., 39 •2 0 � `ss .02 0� •s\ -�.. - o �° � \O, s \ s aR..3 30 22. 00 s �. �0. ,,,� s 3 F � CITY OF SALEM moo D�•�. oti \ � so• \�� 12,433 S.F. � •2'0°•00 oQ: o x'.30 �s, a\� � o lso4,, l03 \� PLANNING BOARD F 0 1O' �Dc \`S)9 `s�\F 8 35,� �\ �\�� . �2�, 90�� Oj,, 'Q� c�� n� O�P�1 \� �9 v ��1 \ �O � � `S 4� `3 g !�?S ,g � q`�O G �°O, 0�' � SS0,6�,\ �� s ,. 'Qo 0 � S •8S 00 � O � P S 42 1 \\ r'� : O S6, 6'\ '9p F \ '2 ,� � Q �35 6) 22. 0 0 0 .0 Q,, `� 66. 96 i� `7 6.7 : 1 � 0 / A � 0 O —+-� .� 6'S �^� 2j� \ '9lJ \ � ,� 13. 00 A3 0 000 16�4„ S85'38'41"E .191.54 �3g•q.2 E ------------------------ � a _ 5 1 • LOT 12 � _so•pp, „ � \ \ ,� LOT 15 �2, �•• \ F N7 �, \\ R 4 O.00pO po° �,S \ 27 S.F. o �' \ � - ,� 12,973 S.F. �9' 96 .�' 15.46 3.53 " � 11 1 E 78.55 0 .. :. - a N 7,2 S.F. � S85'3g'41"E S85_g'41 � L 12 �° �z�\ .^pry �� \ oh. �, ,�c, c, . /? � a 853841"E ' � °gyp'' �9.6�\ 0 E jh°�^/ <v �n' od` ,� � o �N S _�� ,; � 61 83 38,0 � ^ h`1, ,.. „� �,d` o � l� r',9, - 6'y 4p�. �°0= \ N3.45 S Nh� �� „�. � \ ;� n• 4o v��p � rn`V .�- o . r,i� p C1� DRAIN �` �-- -'� 64 p� Z � ,,w � °� 864 88.7 � try � 6''R O 9 Q� � Z �� o., � 42 53 ., / o z� os, � � �,oo R. 2s• LOT 8 D, o LQT 9 . o �, ,� SEMEN � „<v 3 ,. � - 3 �� 23 06, o� N �J Z Z ------------------------ '.. F` � ��50F = "'�� 0 � s., � o w 7994 F � ._w : o / Q• a o F ,<<, 0 0 39•. 6,370 S.F. �� .P� 6;798 S.F. � �Q � T LOT 11 _ r ° ---- 864\ � � o� `' off`" .� o �� ;� LOT 16 ��, a, °80: - , - /� �� LOT 10 � � S. . � �� - � 38'00 co �. : ,N �� j 2 o J o o vwi � Q�o° � N,o N83' "E 78.24 653 ryv� w •h°` o• � . �. 10,245 S.F. r�, 4� �3 � 0• `T' `�'� - � o�Q Q ry I I •� •>> F o2 .3�, Z 6,7 S.F. ��. w �,, ------------------------ 4 � r� ^.o0 0 � =cV � DRAIN 5642.4?� � ,': �)S;O,00 �`9�0 4�'• 0� •.. 82 r7 rn� � o : .�..-••---- � q Sg4� SEMENT OS3o, �� V,,- ��200 R=23 7 = 5'58'02" `. 5„ i� o o h 00 3.1 „ 0 .1 Z F _ } � �o, N o 305, � ,;�� 6�A /�� ,00 L= 0.00 L-75.24 p-91'30'1 I '�.CO d- I ^�oo,0 7.3`30" co°' �� '�� OT R� 4� 230 0 89.20 R=270. 4 �9' L=79.85 n o N co o `n ----------------------- EA � ,. n 4 F 4g• 0 00 2�' N - cp,,?o.o �cb DRAIN .. 8 233 S F. d ��Sg�O 492j„ L_ R,44 55]4" 4 _i ;?, R=50.00 z° �co o � i� ii ,� 5640 564�� ENT ' o : .. _ 9.79 . 2j0 p0 ,T36 ;23p•00 L=95.91 Il ^-u� w `1 � 00 11 4 R 2" � �- ,. 53 OS EASEM Mo, �•`o^ 2403 �� R-270.00 Rat ',5„ L,4 8S R=50.00 4�i �� p �`O F 62 Q 30" ry• /.Dh „� 28•, <�� 6: 4=25'25' C� `30.00 wr 4=10 � � ------------------------ 'O� v � 79 0 F h O °� �� Q ,• 16' 30.52 „r 9 54 22" �'•u i` / � c � � 00 S84' � °' u' •o � 0� �=11'43'12" �=25' C�3 i 0 75 82 9»E S -~ •A�o �s. '�1�0° R=270A0 R=23 5 16 R,23•38 ,26 5� � _ . S _"�- _ _ ' :�-�06" 8.91 » ------------------------ �- 84'21'59" D��,6�6 0.00 0.0 56 40 8 LOT �8 'y L 55.23 L_102.05 d�8'48.4 j R � r� •yo i ^�'• / 56405\ �, 74259E �-� l�� E=101.80 4; D�60 N85'09'45 E � Z Gs TRAN ��14 54830"' ,` �na� S84'21'59„E ' 8,516 S.F. 4\��A�� AR R=230.00 J1.1�' „ d � RU 9 F /^� 206.43 ;� � � D= R�2 24 4� �- REALTY T ST _ _ •� 25• � � —�. s o I� I � � .12 0 21' - 06-001 T & ��`" / N�/ = 00 " '�'�0 0 g ��p��0 9, C-5,32p0 ,Q 2�3; ------------------- ---- ^�o ,opo JOAN � 0,37•• o o�o of 48 5 e, �. s �3,, �� 9 ADEUSZ o��, ,� �, z = �,��oti R9. �o,,o .2a s00 v �� / � 143 33 861� BARC I KOWS K I �_1 0' r o t �� 0 ------------------------ G _ �� o LOT 19 R_5o.o0 100 59 E v�"�' o° � R °•�2 '�� - 6 7 D o ,. /�.^� a 1 27 a`�".o^� � d �03�00 -128'35'33 3,6 S.F. 9 ,. � •. � o p�, p_ i. SALEM 0 001 N°j^� •� 5 . • � - �� // : LOT 24 � _ 2 22 CONSERVATION DATE: _ ��a w ^ R 11 ------------------ - - _� / �� 1'2°�6 ��o'�°°� 12 636 S.F. � `� Resp g�� COMMISSION �` 3 5 a° ., .�o �ti o �, w o ^J c,74 po N� 06-0011 • / S84'2 53„E s' D'�10 Ott �' i� h 4 � 99 ��o, 9A ss.7 R,5�' �',�° � �� . LOT 25 0 `°0 85'553j” ;'�� 6 � � � � �. N �� ,�� 21.32/ ,��31 °•�o�o , . Z 7,904 S.F. _o °'� o �-' I 4� `25'65 �g �g 0 6 � Z . o� �j 78 44 • �' / J2, ,�6 Op . � Ss� 0 4 /p y y°� � _�� ,.�, �,`� �'� `233•, ��,ti°��:��•,� � �� ,��, LOT 26 'li < �/� s � /a � �' z _ F � o�� ^.^° �� s� ,06„ �� r oo �F ��° ..� ;X85 w - � � /"� _ O �� sr c� O�, •10 �`!• � �9p�26, ,�`1, � 582'49' „ o \ 3 SF � o ,2 J / � o F _.. J �, 81 ,.� 0 OS �� t5` A R 1$h0 0 v- 10E s rn 0 �� ,145. .. co - X65, z 09 S.F. , 51 S.F. �,o L0 �, LO h� 14,7T 2 "�'. a �, �'-25.46'04„ 8 2 T �. � p 23 _ . F 6 D ,o/ �b � 6 g Ji OrLO : g _ _ , . h � _ L_1 1 4 �'/ R 145.00 o � ^� / �-4'13'21" � o \ ,g � ; . 3 -63 2 5 � : 20.00 .-. o v< �'�p _.� / \ / moo- 53 LOT 22 � � / 7,630 S.F. TION LOT 21 — ss 40� /�-� o� LO �. D � _ . �, SCAL!E� I N F 2 30„ /�'o o � �;n u, 4 9 40 S F ZO�� LINE ��N 40530,231 O� °'��2 / 2 - __.-- — N O - DENOTES A GRANITE STONE BOUND 4 w ^� 4 _.rte 0 1451 S `' a�/ N83'46'S3"E 1 ' CLERKS CERTIFICATION ON THE PLAN / a 224 s3 IN83'46'53"E : 11 205.37 : io �•/ 9.97 Z WITH A DRILL HOLE TO BE SET 0°�. 2 1 :. N 6 • h 83 '53„E 27 1 1 3 _� � 2 .7 4 DATE: �, ------------------ N \ S •4 • m I CLERK OF THE CITY OF SALEM D0 ,� �,\ � � e . . N\ � HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY DRAIN _ THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS / , . ASEMENT �\ E � OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY ��\� SURYA & °' DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. - : ISABELLE WIRYO �o ,�\ � : � NO. REVISION DATE 06-0015 N� �1 �h� - �.' \ M - DEFI N ITIV LAN - N o CITY CLERK � �� N tt it N H SI N 5�� _ ai N : ' �� s�,. /� 11; � ALEM MA SACHUSETT � ,. � 482 2� i , \ E �,.� 1 0 . � 4 !.� o� � \•63 .. N6� � o 3 � - AL LOT 7 T o � \ � � 147,9922S.F. � BBRWARA�DR1 RCOOLDL ._ E ;r o z LYNN, MA 01901 o LC CERTS 36055,36056,36057 �� N � WILLIAI�IS i RESIDENTIAL RESIDENTIAL - � OPEN S PAC E Z : APPLICANT_ ;':�; � � A ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY — ��lL� - . P GES o - (R1) (I) (R1) CLUSTER '. — 1 .35 76DOAKVILLE ST EET ENeibEeRs �. PQANNERS � SURVEYORS .AREA , N (47,5001 S.F. WETLANDS) � � : YNN; MA 1905 � � �. . 189 NORTH MAIN STREET L 0 � MINIMUM LOT FRONTAGE. 100 FT 150 FT (NOINE) PROJECT LOCUS: o SEAL �,oFMgg SUITE 101 o MINIMUM LOT WIDTH. 100 FT 150 FT (NOf�E) OPEN P ALCULATIONS: � TOTAL PARCELEA EA=750,538 S.F. . . �� sgoy ON, MA -. MINIMUM LOT AREA. 15,000 S.F. 40,000 S.F. . (NorvE) .�. � ASSESSORSE REFERENCE: PHONE: (978) 539180 8 LOT COVERAGE BY BUILDING: 30% 45% 30% MIN. OPEN SPACE REQUIRED - 150,108 S.F. (20% OF TOTAL) a p�•R M. R, � � FAX: (978) 539-8200 > MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT (MIN. OPEN SPACE UPLAND REQUIRED = 75,054,' WHICH IS 50% OF OPEN ,SPACE REQUIRED) 0 81,A�SDEu-, J�• �, MAP 6 PARELS 7, 8 & 9 a _ � No.50t96 � � � � 303,458 S.F. 0 20 40 80 . - A9 aPv ©EFI N ITIVE SHEET 1 OF 2 o � MINIMUM FRONT YARD. 15 FT 30 FT 15 FT (OPENOSPACE PUPLAND PROVIDED, 21 1 ,858E S.F.) o��ss� , � MINIMUM SIDE YARD: 10 FT 30 .FT 10 FT , . _ yon • . . SCALE: 1"=40' : N .MINIMUM REAR YARD. 30 FT 30 FT 30 FT o EET O F 10 o - AUGUST I4 2015 ;. ,. w �' �.� , Q .. _ _ __ -- -• T-- --__ -- _----------r -- ---�—T-- i_...:_._ � �_.�,._..�._.�.___ _ r i R yU'p0�0p„ �'" ° � ,w� �\ o� ' 79., w� i 15.46 moi.:.» 30 ° \ 11,127 S.F. ,/ /�� 12,973 S.F. ,� S<85'38'41"E 78.55 0 L=47.12 �°o J'�'��\ ,^° = o� \ ,� ry rn 7,296 S.F. o S85'3- 8'�1 E --► S8 38'41"E °'- 5• v: .�O 61 o N83'380o E h� / � n h ��. . ,o M°` 4 '�'� A� ,^ °' cn o F �- --.'� 4� � S S N 6.S 0 d .-• 4� � 5 s ��, � s 8 � ^ A qo R\°� . = N LO v� o LOT 9 0 �' p � DRAIN 0 / � 4• 1 2 . . o., EASEMENT ��2S Spry � ,�° ��,.w oS3�„ �\ S�� \ 23S06. T 8 0� o N �� LOT 11 orno z z I _. �F � �s F � �� . o � ��, � Q 3 ,, i `� 9 S F -W o / �- � o � o F �, o0 00 9 6,370 S.F. �.� .� 6,798 S.F. }� r.Q r 4 � � ..� ss�� o� � �� ,� o �� %. LOT 16 �� a; '80 : -- �; I� �� LOT 10 °' o J 7 9 � o� �, '��°o o_ oo •38'00"E 78.24 4 oS3 „ � `� :o � �� . �� 10,2445 S.F. .•�, 4�`3j�0 R\2o. Z � 6,782 S.F. � rn Q ,�, � �„ i � <v, N83 6 0 .Z 3 . �o � Q "� �o �ryh n DRAIN S64p?42 � ".� �^ s��oo l�so,��` � �=22 _ �, . . � �� ^ o '>> F � S \ EASEMENT S' � N �� `'� � .j 00 L_2 R= •��17" ��1�•58'02 2 p_91'30'15„ n o I� _..------ � 11 rn ° 64 p� �30 F � 2 nj � 3' st Ra 00,0 230. 5.24 �^co w � ii ,,.No 00 3�S.3o., �� R� 449 3p 0� =89.20 IR=270.00 a�9 2�, � L=79.85 0 o No o N (/) � �: ^ 34 F �°' ��' LOT 17 �\ 2J •4g' ¢4. 14' 4,1• R=50.00 co i� L : U Ss S v 4 =7.3 � 0. 9 Q `°"� n DRAIN 8 233 S.F. . 9 0 �., L_ R= 5 4 R= 232., __ ^ � . . °^ 40S 64 EASEMENT ' 1� 4��2•'�.� 0 8_21 7g 7 00 6 5" l=28 00 �� , ^ 3 p� �rn ,� 40. �� _ 70.00 8=230 1 4.35 R=50.00 M 4�;� w' ? _ 2 z U / ` ' � ri 0 s2 30" � o`° ^� �8•• <�� a: a 25'25' � 00 4=109' J / o O F 00 F .. �N �o, �� :'� 16' C_30 S2 54 22 x'L'� \ -�� O Q � - 9�OA � '9500 S84' �� "'O� ,,�g� 0-11'43'12" 4=25'25' � Ca3s• 8 '^ E _'''.,. _ _ _ x,26 � I E -_._� 2 21 59 '��o s. ° 16' R 38 5 �°f 56 S LOT �8 ��Fz''`�h �6 L 552� R 1 p�.00 4=g 430.00 8,25�06' 8.91 � 75 8 • 2 S84'21 59 �.'�6• . . l OS 8,4jy 55 .40 84'21'59"E y° S64pS� _tv 74.21 \\ L=1p1.80 da D�6o Nx5'09'45'E � Z 1'59"E 8,516 S.F. r : ��2RA R=230.00 R�1.1 X24„ o G TY TRUS �� I EAL F l�� 2 `� 2016.43 �. 27 40 �+- TRAN 2014 s489 0• s84• 2? �, L=p.12 Or,S'�° �=25'21'39" _ 0• , . ,�- - TADEUSZ ��`� N�� ^�o° =230.00 „ . Roo ,kk$oo g C_s32po . R��•�3 W 0 DS �J1,o R 06 0019 / & o�-cv .0 4 �\ 2S � � � R ODLAN ::... ... �`� 01 J JOANNA � / `� 149.20'37., Ss�. � 8 �9 � 0 D _ o � �� 0 G D _ I A AVEREOU FOROMN D � s � 33 ?� r s R /� I CERTIFY THAT I LOT 19 = s _ r� goo �.; o0 o M R,23�2 WITH THE RULES ND LA �\ 0017 : .o OF THE REGISTERS OF DEEDS IN BARCIKOWSK / ,�, R 50 0 ossF o ^ a .13,627 S.F. � 9 ^ �^ � o�° o=12x'35`33" o SALEM °� 8 = PREPARING THIS PLAN. / � "o�°` R CONSERVATION �� ri w r° L_112 22 �o� � � �w R o COMMISSION N�� '4 0�'O° '' io 'S �co � �,� �•, � 120T6 24 • o . �:� � .. s ,63 o C_ •oo �Ntr� // X31'20p0 ,, ,�O �� f� w .� .. _7 � ryh S84.2 p5 � �.._, 4. 0 06-0011 � E ° ,�� LOT 25 ;. �Q a =ss• 9 . ,. � R � �� o N o 55 3j„ n � S PRGES C v,� 99.763„ L �.�°� � Q � � N WILLIAM & SAA LL / SQ �� • 21.3 ��3 0 7,904 S.F. °'� ^ ..�� , . . 8.44 R. 1,6 D•Deo p° Z � o 0 /� /�/ ti° o C'/ S'��. v 23 00 0° ,101 �o r 2 LOT 26 �� 1 233•• F � \ o � ^,^� �� o os�, 1. : 006' ,tip r�qo �s F �•.o ss2 7,853 S.F. 1 ,�. 49'10.,E �o � 0\�� r'��o 1 0o iq� g 6 � F /..h� O6,S� c9 p S� R�1 � J 81. 5 ��moo � 8.145.00 0 � � o �� LOT 20 ;�, 65 2, � LOT 23 s ,. . 14,709 S.F. `'N: x",25 46' 8,251 S.F. ssg� z . I D �,M � 0 , . �,�.• M �/�� R=145. rnryh // �O L 46.69 s� �o,`.ti° 9S 3''3S F . / o . . /,�M/� cL'` R=50.00 _ �- _ �F; - = 5 �o `scs. ��' ^�' �/ L 55 3 _ D 4 13 .. ? / �� . .. 3 2 �' 6 `LOT 22 ti . . . L `�� / ^ J �_ .. � 0 SF • . o � � R1 /�� LOT 21 � '' � S - - N Q S6 \,� Os.j .. //�'O D o �1 4 ED LOCAT f CAL i �, '223, F °`��'� `��/ 9,404 S.F. =J � _ _ . ZONE LINE w • / M S 1 � .."� m ' � � - • °�� OS 30 F 3 � "��w/ �� 3E . 4 7 �� '46'5 4 � N83 /� S�4 S �,, o� / 107.14 0 .. 20 1 . . 22 1 Q hM ,. N 3 E . . , �, 46'53--� 5 3 22.93�3pF IN83'46'53 7 �. n 21. 4 •. N 8 • 7 ry• . '. N ^ �� .. .. '. . . . EASEMENT D RAIN N_1\ �. • / . SURYA & ISABELLE WIRYO � r� �\'� _ �Mo • � 6 0 015 N - 0 �ti� �� I OF SALEM �,. � C TY h� PLANNING .BOARD z" � �. N ------------ � ��55 �� ,: i� S� . 7 /.� i � 4 . �� ,� � i X82 2 i w \3 f °�•�� 14 . 1 6. 6t� � 3 , . � � �i M �\ \ � �. � 0 147 922S.F. .. � z i 0 0 00 . O' N �. rn OPEN SPACE 2 - W . _ �, w --------- . 35,070 S.F. AREA 1 OOf S TLAND �. . (47,5 .F. WE S) z `� Z I . ,. U � Z U S . �.. 4 �------------------------ .. � N � �T S64 sg, M � _. -. . 20 w ; . 8��3 2 N .. . Z DA ,_ .. TE : M ICK JA ES E CONN - � _ ' 0 0005 6 : . ,. ❑ ND : : DENOTES A GRANITE STONE BOU . , : WITH A DRILL HOLE TO BE SET RESIDENTIAL RIESIDENTIAL ,:. - .. TR GINE-FAMI Y ONE-FAMILY INDUS IAL L ZONE: . : R 1 I R'Y CLUSTER s80•25.4� sao•26•p „ _ c ) c ) c ) / . . . . -�� 4 6 E 523.17 E 3 7.30 ,.. m MINIMUM LOT FRONTAGE: 100 FT 150 FT `; (NONE) a MINIMUM LOT WIDTH: 100 FT 150 FT NONE ( ) � � MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) � LYNN SAND & STONE � LOT COVERAGE BY BUILDING: ' 30% 45% N 30% C/0 AGGREGATE INDUSTRIES . NO. REVISION DATE �: MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT : 35 FT 06- 012 i 0 -� ... MINIMUM FRONT YARD: 15 FT 30 FT . : : 15 FT - DEFT N ITIV PLAN � : : � . . MINIMUM SIDE YARD: 10 FT 30 FT 10 FT n n SIO � R YARD: 30 FT 30 FT 30 FT IVI N MINIMUM REA ,. � ; .. �. ,. . LEM, MASSACHUSETTS - ' .. �. .. ._ � �. :. .... �� A . OWNER: 3 - - . BARBARA DRISCOLL ET AL - . . ,.. . , . . - . ° . .. , . r 18 WALLACE ROAD .� ,. NN, MA 01901 �� E CLERKS CERTIFICATION ON THE PLAN LC CERTS 36055,36056,36057 �; -. - . APPLICANT: WILLLA.MS s AT � /' Y o D E: ------------------ - DOAKV L E STREET aaciNeeRs � P1.,4NNER5 � SURVEYORS CLERK OF THE CITY OF SALEM, DO N I, � � LYNN, MA 01905 HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN B'Y - M OPEN SPACE CALCULa1TIONS: 189 NORTH AIN STREET __ TOTAL PARCEL .AREA=750,5138 S.F. - PROJECT LOCUS: '3 � THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIIS � - ° PAL WAS RECEIVED DURING THE TWENTY MIN. OPEN SPACE REQUIRED = 150,108 S.F. (20% OF TOTAL) : SEAL �NOFMgs SUITE 101 o OFFICE AND THAT NO AP E �, s CLARK AVENUE SALEM, MA � q�, MIDDLETON, MA 01949 � DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. (MIN. OPEN SPACE UPLAND REQUIRED = 75,054, WHICHI IS .50% OF OPEN SPACE REQUIRED) �� y� ASSESSORS REFERENCE: S PHONE: (978) 539-8088 OPEN SPACE PROVIDED = 303,458 S.F. � PETER M. a MAP 6 PARELS 7, 8 & 9 FAX: (978) 539-8200 ` (OPEN SPACE UPLAND PROVIDED = 21 1,8581 S.F.) � o BLAiSOE'tL, JR. � Q �, �Q.So,� o' 20' 40' 80' . DEFINITIVE SHEET 2 OF 2 Pv Y � CITY CLERK . - - a Fess��`� ,. -- - SCALE: 1"=40' o . ". AUGUST 14 2015 o C�l�' � w _�._ .. _ � _.__--_.,.__ __- -_. _ �.. ..._..._L_ .. .. .. _ -- - - ,II � SEE PROFILE SHEET 2 0 1 ,,,•., ter, %p w r PROPOSED DMH \ GF 0.8 1 CERTIFY THAT I HAVE CONFORMED / �`LF� �� 12* IW-134.50 \ y \ 50, 0 O WITH THE RULES AND REGULATIONS G / PROPOSED SMH \ i�' o Fa ' DEEDS IN OF THE REGISTERS OF J O / Q RIM=T.B.D. `rte -' 1 5� �ti�0 \ R 215-o5 00 ^o FF��42S PEN SPACE 1 PREPARING THIS PLAN 23 0 INV=131.66 \ 1 \ 9 o G S PR s o h p \ `1 0 HYD. i `F i�k�' Sp p �0 R = SMH- We / \ GC's/430 PV % 12 s PROP. CONTROL /r _ _ - _ '_ \ 2' HDPE D IN 4.8 5p' 1 rm-136.7 S � $ 8" C SEWERIS=0.65% ?�, 66•S� ------------------- O• � . STRUCTURE / PROPOSED _ _ n�.=131.44 pvG $ 100 53, FES. _ I TAMS & PARA LLC S 8 oo e �j o S RIM= / P " POS �/ Yd R \ E, w�-\ � TF 0 12 INV E1D14.Om SEw� I PROPOSED SMH 3x C `1 18" LEVEL ® 117.50 / _ - ,WILLIAMS S GES RIM=138.33 _ - - - - - �oo6��e e3 r� Y GF��S 6" ORIFICE ® 117.50 18" -_ i INV=133.33 - a S' 0 `7 p " // -PROPOSED . _ .. R 0 82"0HD EEINV.11104.5 - �✓ / 4+63.17 S2 ' $ p INV=1 50 f� 3+63.17 8 jOli Sp� '� / (SET LEVEL) \ r8 S=0.59 o , BETE ---___ _-- / I N P - - \ ,ti o9 e,• -, �ss9 6 / � H r NT O OND 4 PROPOSED SHALLOW \ 9 �p w 50' / ( YdroOCAD Pond 144P �� DMH R \ 50 o TFS66!00 W o TOIP ) IM-126.0 I F BERM= 12 INV=122.58 \ GATE {o � C `149 � oo y �� S / l`,. 1 122.5 1 SOTTOM O \ �F F, �� B F BERM=117.0 1 z" 5 1+30.00 GF p�3 GFS 1 42 e %oo c� �S ; . MERGE Cy LL _- \ ry F 1, 4 Oc w \ �� SS ! 4 ,_-_--_ WAY ® 122.0 PROPOSED FES q�`�'s \ ooQc ,� �\ `o. GF 50 SO• S S �S SOt -- _ EDIMENT' 2" INV-122 0 \ .r• - SP FOR EBAY 7F\ \ �y.',p�`�7•`0.ti� �'.�g\Op\, �\ ��,\ti A\\ \O 13 �l GCFF``0S 1 0 S 2' J^ w R4o3Xs30 4 0 e• s s'?o �O o S7 . iS,tits\_, ,. Ir�r i�' �`°%r�•-',_,..�.µ , i1'1 , - ,+e•.,\-.�.,_:.B 2-11 45p W PROPOSED DMH RIM=136.5 0+30.00 12 INV=133.04 13 _ D \ o o n3 7,r 0• '�' R_ 0.00 ,< \ F '�, s CF 1 53 -3 � � G �i % \ C,r . 7 Sg � SS c �� •s t-47.12 PqF, i s i� > GF �0 a C , u'• o 14Q 9 � WCR PROPOSED cn o , p Q�oe' �o`'®®�o�5�'0p,°6oe<�'o`,��pe�`�\✓.`��y�e�. \ o. \ 12// / � �_` �2F`O OpODaS/F90 O15 .�S 6Sp �/ s+0972 ei oiso� rF•o+8, o9 r� Sp.s,�0 CB LT ow S oo 050 STATION_0+00 15301N70'AIV 0 0.RIM-129.00 W CF- TF151.12 IW=125.25 - F,1g8.0 w w- QGF=152. "� CF=141.0 0 5 8• �- / O R, 0 0' 13 U N Y 16 GF= o TF, CF, 0 ® � �� ^ryot ?o Oo° :: S0' 150.0 ,�. C `150 w 141 v n ° PROPOSED C' �� qpo F, 0 WALL ` C \ �s 50' Gf c9�F` ,P2�,� �� ROPOSED SEDIMENT do R AIc ` . 7t ' 8pec s s . 1 II � 50 1' 40 00 ^o 50� ` ` 90 $ 9 48HIMPERVIODS s OL SE O. +23118 .o STATION 0O23 RT BARRIEINV_132.50 719:00RIMS=130.8 � PROPOSED DMH 12" INM=124.88 PROPOSED STORMWATER MANAGEMENT (SET LEVEL) RIM=139.0 12" INV OUT-124.4 AREA [HydroCAD POND 78P] 9+34.04 (SUBSURFACE INFILTRATION STRUCTURE) PROPOSED CB RT ` ' (40) CULTEC 330XL CHAMBERS � / xj7" 8 PVC SEWER S= S R_ �O -_12 INV=135.0 8 zg• 0-959' 9+72.49 PROP. DMH STATION=0+00 TOP OF STONE=125.94 /?, 1 6+95.29 ` rff I I >3.1tPC r t�3g3g 0 Ri58 RM-144.8:t �� N85'09'45"E 9A TOP OF CHAMBERS-125.44 y0 0 30' �\�� n� w 8+00 8+2. I y, 12" INV=141.5 8.91 RIM=127.75 �� " _ AF _ _-w-_---w 12" INV=125.25 ASO BOTTOM OF CHAMBERS Soo acs c D BOTTOM OF STONE-122.40 C)' CL WIDE SIDEWAL �lV g /2, 7.9% CITY OF SALE +o 9 �p 4" HDPE OUT-124.94 1>i�0 v�'-,� �G 6560 R=270.00 Lr x 34.04p D 12" HDPE S= /�, POSSIBLE FUTURE M i y0 \� �� o .�5° L=55.23 Rz1°2.Os �` 10+00 +48.56PT PARKING AREA G DETENTION POND 1 + .ti 7+71.9a z3o.o0 2 10 PLANNING BOARD (Hydro 42P) o o cr0+18.12 �� ►✓ PROP _ 0+89.03 $ TOP OFDBERM=136.5 SEE PROFILE SHEET 2 18 7+2s.1a ,� - ------------------------ J BOTTOM OF BERM 132 0 3� o �� R�2io•?o • a"CCDM wAr� o � 0+23.33 O• Op 8'L EMERGENCY SPILLWAY ® 136.0 PROP. CONTROL STRUCTURE o �. \ �YDr to+a3�i5 EXIST. DMH D / RIM=136.50 �g. O ?so o e Xs. t,� DATE �� 0 9+8 .30 2 6 & = 8" 00 �� i1h� o TFS o RfDUCfR IFlCE ® 132 50 --------- - RIM 124.16 O�P�� AGF INV- g ORIFICE ® 134.00 F. -- ------------ / 1, -1 10" OR _ O 19 / ® 34 5 �' CF 14 p tN 11 �0 27 ORIFICE 0 G , 4. - 12" RCP INV.-131.50 149.so, p � S L_112�2 24 ow. rF\7 p CLERKS CERTIFICATION ON THE PLAN : 25 F'��142o N ----------------------- . . O DATE: So' 4 p U s ow. Lu I CLERK OF THE CITY OF SALEM, D0 N HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BIY T PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THUS �`/ \ \� W ------------------------ . H E LA / �_- - \ 2 6 OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY �/ i \ = L1J DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. i ------------------------ � U ---------=-----=----=-------- ��/ CITY CLERK \ (/� -- --------------- • / ------------------------ / DATE: ----------- - � 1 - et d \ +N +M \ O J � ficoC'4LLJ oLn��• ULLI V)C14 \ N � pP PR �, > p II O II F ~zpo �� - � �oo6 00 ZmU+coII v fmrn F- Lu F r` P 0 (nom? P O Q�> OZ`Y II +N� N + J _ PROP �- o� 6- -g. N u o �l w _00- N �w o_ � oQ n. �•��OFMA /i +�r7 av~iX - oo-z in o a o SS9O Ep � z o SEAL J fn O \ i =o o� " �� N a 11 jl ��++I v=im+ o? PETER M. yGN m mo mm co +ao � NZ,n II or= II 00-- \ i o v>�_ oo� z N¢z� ° o CIVIL m av)�� OQ o' cow Voov \ 0- E-�z w � II o w•-� �- � BLAISDELL,JR. - _ _ a N oJan No.41613 / o cn 0 II t II a� II - \ �F_ ' - � aocnir 0 �o � N Lr) O Q II .o FFG J + N /ST b a NO t~/1 El - . DENOTES A GRANITE :STONE BOUND D o co 0 0 o M \ \ 1 WITH A DRILL HOLE TO BE SET _ _ PE o d' M �►- II p 2 HD m o V) z 12.. HDPE V)r o O- z _� NNM aoQ _ \ S= O o 7.9°0 30 / o� M �00� Z LLJLi 2 CL r7 d O O� Z \ g" PVC SEWER S=0.65% / j /+N - O P\tJ 00 OfZ o LLJ (6 > II ` � =O5qS / NO. REVISION DATEdAPPRO IGT $ x m H N ,2 $" PVC SEWER S=0.659 DEFINITIVE PLAN & PROFILE > / o_ U cn a- pP U // g" pVC SEWER S=0.659 / p / / $-�5� " pVC SEWER WOODLANDS ROAD vi - o // / S " PVC S=0.659 8 _ _ N 0D J �O N -- 8 SALEM, MA A HU ETT _ TO UTILITY o _ =o+ II EASEMENT 3. V)Q� Loo z 'J BARBARA DRISCOLL ET AL _ N / 18 WALLACE ROAD m N oo� N 0 � LYNN, MA 01901 w u r: 11 a L/ 605 6057 LC CERTS 36055;3 6,3 N o o`� Z - I ' 3.54 APPLICANT: WILLIAMS � ! � /^� a 5.00% 500 VC 1 .66 5O VC NSD REALTY TRUST �P��►RA�ES % O •LO O O O O O O O O O O O M I� O M O O e! M f` O d M 00 00 t d O to O t N •- O 00 to O O M O I N n O to O O 76 OAKVILLE STREET ENGINEERS PLANNERS SURVEYORS o, ,ON O ^ cot\ NO a0N .n � n 01 Oma, to rnO � � � O NN tp � Nr� 00OM � N rO r � ODM Ln00 on a) � O ,nNN NM nn 11 � n N Nom' -o c ^ t` M 11� . rO O tn(D _ o Ota NN cD00 t0 (0 "1: O d-O 00 � t0 4q: C! NM ted: LYNN, MA 01905 Ki 6 • o 0 0 O� o rn vi rn� rn ao ao cri ri t\ m ►� n Wit\ to 'oo o �i ui �r el 189 NORTH MAIN STREET tti ao o O ai p N c0 r<i ao to co ri to Di oo p ai CO 4 tV 06 ri o � � � ►ri ori t0 u i ri ai ao a ao rn of rn w vi O O o O � � � o � 06� cfl � � � PROJECT LO C U S 3 N N ro N N r) M r0 M 17 M M M th M d u� P7 ire d d co st c0 d co d e0 c0 d I� d e0 4, co e} n tO I- LO I- O N to O r O cfl O O eD to O O c0 uO0 O uT O O �t d d r� r7 d- et Met d r7 r7d d M d d d �t �t n r r- r- r- .- r- .- .- .- - .- .- - - .- .- .- .- r- .- .- �� - .- r. .- SUITE 101 CLARK AVENUE SALEM, MA MIDDLETON, MA 01949 DAT 00 0 00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 ASSESSORS REFERENCE: J PHONE: (978) 539-8088 �' I- �'�' MAP 6 PARELS 7 8 & 9 AX: (978) 539-8200 civ J o J C�C4 Q �' z t; to 0' 20' 40' 80' OOf Of U UPROFILE SHEET I OF 2 CJ tY OODI__ANDS ROAD _ � Y U O ~ 0_ o N00 DO O oN O O ^ + + o NLO r` o SCALE. 1 a=40t(HOR) & 41 (VERT) o 00 SHEET 4 OF 10 + + + + AUGUST 14, 2015 w Q - -- � rr r .. ; . : .: , _ . . _ ... : LERKS CERTIFICATIO N ON THE PLAN , , . .. ... C EE OIFILE SHE 24 � � �,� „6Zo-a O E ------------------ _ i . DAT LC CASE 7159 / PROPosED srilnuow i � o��m b � �o o: 27 I,' CLERK OF THE CITY OF SALEM, DO "IrRry=134.50 o a a� � / 0 DM 7.5 / � 3 � p.�' os "� HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 12" � o �� -oS 1 � . � a o ss� y o . • . THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS 1 s��'�\yo /`�,e, � � o� 1 os, y�J 23 OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY / 1 z � o�y J 1 1. � �:♦®o� �` � m o DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 1 � s � \ � � .,® e� ip O O z 7+71.98 � � / o _ �� O N // 1 eg� �° 1 Nom. � \`1 ♦�, ♦� 8 � 11 II II � 0 3 � : / 1 0�� Up / �/ ��♦�� ' �, ops 0+23.33 ° o• � s' �. CITY CLERK / taro sEo ENT � a u v ♦,♦ � � p . 6 ! FES INV=127. FES INV�133.0 c• 1 �a N � ♦�♦,♦ J S � � ♦ e� � S X �� 12 FOREBAY � cA �•�� PROPOSED '" 1 � ©/ � ' S �! / � � 3 O+Od 0+13.81 PC �j° / / � ♦ ♦` �� / c!1 � � ° + 9.18 0 PVC EWER S=O.Spy Ty � - �// / // � , ♦` ♦, .0f` 0 20.16 • �� o w o �� N� N 7 �i?J Q ,y�,• �. � i " -7 0 ° �c R, o / / a •� �ti I CERTIFY THAT I HAVE CONFORMED / O 4j . O N � ��3 a��h�� 0+18.72 / �p s'6 / � p� / � , O � "�� „ � � �,ti �°o�' 0 PROP. CONTROL STRUCTURE / � Q � ��-� ' 'I° � � .WITH THE RULES AND REGULATIONS "' u^^ � �` w, ^r � 22 RIM=132.50 i / 4�P0 0�`'��y'bo� '� o°`' /.u�,,�„�, OF THE REGISTERS OF DEEDS IN. • ��c�i '° +9 '�� moo. �, .o 2.5 ORIFICE ® 128.50 t O ac° O�O� �i�® � ,' �- / �w o5 3 rY PREPARING THIS PLAN. � �o s s.2s ° / ��! �, 12" RC INV 127 50 t` � L��OQ a` tc�-1 ' ��`' s O P � �� p , /i � v' S� t9 . ♦ ``�� Qom/� /' J / � �h°�° 3 0 5016 50 � ��s�� r v �` �`5, �, ,, Q a a Z :: 0 .------------------- ,p• ,�o �F i'��9p�o •ooA s 3 = /� AMS & SPARAGES LLC PROP SEm 18 . ,� ,. �, � GF X15 �� os 30 (�1�/E) ` � i �- � •o F 9� ` . SPACE ., �, � G � � :. � �, g0 ". s � � 1+72.82 1 • / l�l� O N N O �, 18 : � � o o`° o C� . �/ � J ,+97.,7 21 O o _ O 3 � . � � � N�� ops �•� � PROPOSED FES W C CASE 7159 w c 1 d. O � . . �� _ Orr S' � P. . : _. o � Il ILL� INTO SEDIMENT � a• 11 n a 6 ti v FOREBAY � a 19 � � � � : � D � P N` � 3d ry��• , 1 7 PRO OSED A i.// N v v> p .. G V P \\ � � : - _ _• � _ DBLGRATE CB 3 i �� \ i - : �fir RIM=148 "'ao --- ) \ � •� �o STA o x, i�' 43.99 -i'o 12 INV=144.43 n rn 1 •. \ �. m s HDPE DRAI � � 2 / � - / � : .. � H droCAD P ndN1D52P PE i p ' � _ _ � �C G i .. .. - .. . \\ (TOP OF BERM 118.5, I ... � � ® � �oj ZE 8 L RIP-RAP \ . BOTTOM OF BERM=115.0 � 2+93.99 � 6 �' P H SPILLW I 8'L E 118 0 _ . . � ® � AY M PLANNING BOARD • ERGE SPILLWAY 2+98.69 v' RR M D 49 8fM �� . , NCY CITY OF SALEM I - . 50 � 1 " INV=1 1.25 ♦ � \ i / 12" INV=138 0 0 ` 51 ° O. IN , r p1 Nk• h UT / \ � O,c �F i 50• � � GF �1 i 5 GF i . 'QyG M 0•p�� 0 �0 50 / , ' � 0 s•�s �,�� o " � " .( PO ------------------------ '� "� 20 PRO SED 18 ► � 12 FES RCP Og O INV=115.50 o INV.=113.00 . : - ( L ) � . ' . W/RIP RAP t I � DETENTION POND 1 ._ --.,.`` SET EVEL I ' t -------- -------------- I 0 PROP. CONTROL STRUCTURE \� �� PROPOSED FES ' ► .. � _ BIT. SIDEWALK -- RIM=136.50 �� Z 4" ORIFICE ® 132.50 12 INV 129.75 � t ' INTO GRASS SWALE . . � t f - � � GRAVEL 8" ORIFICE ® 134.00 � � �� i STRUCTURE _ SEED -------------------=---- . Q 10" ORIFICE ® 134.50 � PROP. CONTROL LOAM & " � � �� RIM=118.50 + f � \� O 12 RCP INV.=131.50 y �� 8" ORIFICE ® 115.50 ,� . x � •� ��\ t �/ A1N �, OSFD G 12 RCP INV. 113.50 \\/ ------------------------ t O : sroNF mss s � ,�/ .� //, Q cN�CK p MLF � � _ 3 8„ DIA 1 2„ �/�\ / �\/ • � _ DEEP AT ACTOUAL / // � S � \ l U R / \ �� \\/ \\/ INT OF S VEY EXISTING ADE NCE \ \ \/� �/� --- - - - � CR REFERE \ _ _ �' o //\ ` \ \ �rn BED �� / � / �/ : . \ \ - - \\ ' o o M;° � EARTH REMOVE 6 OF EXISTING SOIL � \ / UNDISTUR o / ��-\ oo�� tD & REPLACE W/'3" MINUS ��. �/�/ \�//\ �- HED STO ---------------------=-- N �, � ��> � � J : RAIU TAIL ;�// /�// Q T D E CRUS NIE 6 ,� �°+� � o �� (NOT. TO SCALE) � �//� g �r 'QC\ � \ AP,pR O OZ�� ------------------- . 0 \// / cnc��o tip \\ \kLEF? � � II II � � /�/\ \/� DA a o�� -�.�,.� - N Z n� � M LAYOUT . ��/ �� o � u II '�--- � ��-� M � LINE � ///� , ,. . � ��Z '_�'.„-� �p Q� 11 v+r�v � // \\ av��_ PROPOS � \� ac~i>�? oWc�v � _ �/ _ �/ ED .� _ �/ W II II • \��\ o�o� z - \� �/\�//\ ,. SEA Zt�OF Mqs aol-n� � O,y GN FINISHED G ADE - ��al_AsoE MJR. �`, A U N D � CIVIL . . No.41613 NI .� o Q TAI L _ - p E ,� G/STti~P� �Q. -- I � 3 N - OT T S L ND N 0 CA E DENOTES �A GRANITE STONE BOU III-I I f=1 I I -III-1 I i-III- I - I-I I c > o . - - - - - - - WI H A ILL H L T 1 ' ', „ - MMO FILL MATERIAL 6„ 0V P CO N. ERLA �' m - � • \ �� o_ �°�° .. � 6`0 a SIDEWALK VARIABILE VARIABLE `'� � 8,. pVC 5=0.5% : VIAX A � ,\. 7.5q � 7.5� M 8" PVC S=0.5� N GEOTEXTILE FABRIC - , � EVISION DATE 8.. PVC S=0.5� h � -n,P ,° c � 2, ,; „ EFI N ITIVE PLAN & PROFILE � - - LEVEL LANDING D o : � - . . Q�j '. - . `-Z_ 1 .5%* CROSS SLOPE GRASS PLOT z_ SOUTH RIDGE CIRCLE p N �, „ � �° TOWARD STREET FOR , � 3/8 TO 3/4 o DRAINAGE � N � . I WASHED GRAVEL M T MP ° � SALEM, MASSACHUSETTS `JO'VC - � .00H � ' EE PROPOSED RA �, 5O VC GRADE AT. END OF CURB `� �` 3 � �_. OWNER: ` . 0 00 00 PLOT Z�. ET AL o corn �n r- �n co ao o � o � N O r � o � N o r� 0 000000000 BA BABA R S �s,. " .. rn� � � N � tl) to � N O t` � u7 N Nip M O t� tp� � O � E ROAD GRASS R D I COLL o .o u� •d- � � o o°o�0 00000 18 WALLAC OO pO � r- ^ � � � � � � � .- � ,O O Ori O ON cvO rn rn� prn a0 $ � 'E o LYNN, MA 01901 � u7 u7 co v7 � �co u� � to � u7 � v7 � u7 to � v7 to� � to� to iC1 �t �f•�n to sF �t „ �• DATUM-135.00 �� r '- � r- � r- � � � '� � �� T � r- r- �� 4(HOLES FAOCRNG UP)E 3 ' GRANITE CURB " EDGE OF ROADWAY LC CERTS 36055,36056,36057 � �� WILLIAMS 0+0 0+50 1 +00 1 +50 2+00 2+50 / \ 6" RE APPLICANT: o � c� c� t- �- �- ►- t- c� � EVEAL . � � a � � LAT N D ''``'' � � l� t� � � � � STREET ENGINEERS ��i SURVEYOR VEA E NSD REALTY TRUST SP SES co cfl o v � � v � v rn rn UNDISTURBED EARTH PLAIN CEMENT CONCRETE RAMP „ ;, L N OA MA 01905 o o � � - SOUTH a a rn rn rn 5 -0 MIN. REFERENCE LEVEL LANDING WITH , E S '3 0 00 0 _ rn � � - :� 189 NORTH MAIN STREET �� o N o o N � �, RIDGE - N � � � � EC*ABL o I I + � � � � + + FO DATI 0 N °5% SLO EAFOR DRAINAGE CLARKEAVENUoECSALEM, MA POINT SUITE 101 � � � �i I\ + N N MIDDLETON, MA 01949 o 0 o UN •- N � CIRCLE � � N ASSESSORS REFERENCE: J PHONE: (978) 539-8088 + + + N A HEEL HAIR RA P - o+ � � C MAP 6 PARELS 7, 8 & 9 FAX• (978) 539 8200 oo U DERDR IN W M Q• 0' 20' 40' 80' Y DE AIL _ P FILE SHEET 2 OF o , v _ (NOT TO SCALE) NOTES: . . . OTT SCAL N - , . - * CONSTRUCTION TOLERANCE f0.5� SCALE: 1"=40'(HOR) & 4'(VERT) o o � AUGUST 14, 2015 F � 0 w SHEET50 J Q II � _ 2.3 112.2 WF 7D82 x \ / 112.33 ] F D28 11 s +'-1838 \ 24WF 1 2'16 WF D20 WF D.83 112 66 '. x 111.66 'LLl� •x .. . . �/ x 111.31 WF x 22 WF / D24 D23 / 98 \\t x x �x�113.55 x .02 \ .O6 / \. \ D? 113.12 x 113 7 113 \ x 1113 WF x 11, 706 / .. � . . .. .. 5 e .. 12. --w 112.81 .. ." x 111.32\• "\x 107.57 - . . .. .. \ ._...,.x t,a:rr --112- _--- - - - --_ y�tF GEORGE M. & n x_ -37 ^ x 115.44 "- •--..... x 1 � D yy 19 / - __/-- .\ oe'n• x 106.12/ GAIL L. FIALHO w \ 07 0008- ALFRED 8�J \W I / \ OAAI JOSEPH & F D18 \ --" DANCES LUCIA N�1 07-0003 116- -' / -__ \,07.79 / LORRAINE M. I / Q \ �\. LOUfSF P -SLET�bN P•ALJL>AULE J4�IN \ , x 10=..01 U 07---06b7 _ 138- _ C x 109.22 T ILIR & ESMA HYSEENESHI - ---- .-- EO\� LE ,°4.96 GA07 E0076S 07_ 2 ;WILLIAM M. MONROE, JR J \WF D17 00 \\\\ \ 07 0005 � B N 1C8.2. 07-0086 ESAM Y. - G AD L \ \ \ \ 07-0001 _/ . '. --1-26- ---� • / \ . -PROP,-- RICHARD L. 0 DAY -1-28 =- `` \` \ , ,` _ \ 4'W TRAILS -OPEN SPACE""1 --_ _ � \ x ,°5.03 03 0137 ,3 \ \ -- � �QO* \^ SER Z0 E \ \` \ \ x 1os.00 \ � 186.1 s D 15 . : S x 1055 ��. p \ � ... i �- 136-- • • /; - -- ` -- '_ - -"' \`\\ \ \ \ \ �F :. I CERTIFY THAT I HAVE CONFORMED 48 PROPOSED SMH // �. \ -- ---' • • !;� , •-� . �3� -� ��` `\ \ \\ \" \ ,o5.,e WITH THE RULES AND REGULATIONS RIM=137.77 // 30 '%'`'_ / ��" - \. .. \ x"105.7 / / O a �- `' _ __ - �� \ OF THE REGISTERS OF DEEDS IN INV=132.61 / 2 ♦ `� 3 \ / / --'. � � �'\ .` �`\ \\ \` \ PREPARING THIS PLAN. OPEN SPACE 1 1 �^- 102.92 WF D13 / • \ ♦� �� \' / / "` x ,04.96 BORDERING x',os.3� VEGETATEDWETLANDS ------------------- SPARAGES LLC WILLIAMSI LLIAM S 5/ �. `_ \ ` CSM? `\ \ . PROPOSED LIMIT OF EROSION CONTROL o • 1 ��TT•• =1 �g _ _R 0 \�\\ ~� \' \:... 03.28/ \ 25' MIN. OFF OF EDGE OF B.V.W. �., LO / ''- -- i-� o c� -13� "� e \� s • ,ALOcf •\-��. x 1oss3�� `\ ` / / / %.•, / �� \ ' ' ^/ t '_ } Tj E�- p� t / �4g 5 \� \ \ \ \ '\ x 105.05 F� ,ry \�.��/�► -.� � -- /� / 1�8 - `' _ , `\``•�`\�. \\\\ .. \\ x 105.98 WF D1 �` ` x 105.53 x 104.77 105.82 • JG PROPOSED SMH �� / �' \ 143.5 14 ♦ o _ T� 0 �`� 2 \ �\�\�. \�1D11 at WF D7 Q RIM=T.B.D. J\\ �\ / �� i , 8 �F^1S c° _- - \ \ \ : �,1s x 104 7 \\ .�INF D 10 WF D8 x 04.81 105.06 x 105.34 O \ J 1 `�-.. ? \ \\\ \ � > zaaWF D9 .-+ems 105.36 / x INV=131.66 �s ( / 1��. 0>�`��y��0 \ ,\/ 6 ,-_ �S_Q_ _ g \ \ \\ \x 106.32 1°6.22 7- _ .----- x 106.14 105.23 ° �. / \ \ SO - v /- �P -"_\ ��\\\ \ \\` x ,o7sz - _x os.e7 WF D2 / \J _ x 106.39 x 106.96 HYO. ^� / x toss? 108.52! "`' \ x 105.17 x 105.22 SMH W0 3 0 ♦ 46 ' . \\• \\\\\ \ \ .\� / '_' _ ` _`^.WF x 1 as.1 ' ✓' S / I SO ^ �' -_ _ ,`- D5 WF D4 F D t f v / nv.=131.44 B „ P G 13 M� / � S r .. .� "� s --..__ "'' -- �� \� � \ \ \ _'' '.- . _. 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BAR S,KJ / // o �. oh 1 19 �\` \\ ,,,:_ .� � / � �'��• ° � � 1 � EXIST. DMH \� / 06-001 // h ri ^moo• �o I \ / \ h� ra\` �'O \ 46 \ 0 �S / / NIV=119. 6151 g8s \\ \8� �" SALEM /��' �� \ C , \ o. G ` 144 0 ♦� CONSERVATION' . 0 C' 74 ISO°' OMMI 10N 06-001 50' 8� O4f143 5 _ 46 , � o ;00 /I \. \ rn N 1 O��/� � ,x� / _�� \ 2,4, � � \ \ \ � g pC•v .. pF\7S' I f 144 S 4 Y , r �^•� \ W--- \ W �Dp STING GRADE3MATCH 26I`O � t 43. o _ �0000 SM u -Assum 1 751.0 152 S6: A0` �,y/ H - �, . if, 0_o i \ ,81.94 Rim=124.56 ed) r` , \ _ O �0� \ El DENOTES A GRANITE STONE BOUND 142.27 +c - , inv=N.A. 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R / / o �� e`I w E PACE`� --- .--� "`- `` ..�\\ N SURYA & � 09 o� 1\ SALEM, MASSACHUSETTS n , 1,1M 144 _- 00 ISABELLE WI 1 •� FR f /. \ \ \ . 06-0015 > I' 1 ,. 1 `` ,�,; OWNER: r BARBARA DRISCOLL ET AL a ` 18 WALLACE ROAD NN, MA 01901 E 05 605 6057 LC CERTS 36 5,3 6,3 • RESIDENTIAL RESIDENTIAL y WILLIAMS 1 CLERKS CERTIFICATION ON THE PLAN Y C ZONE: ONE INDUSTRIAL" ONE-FAMILY L NSD REALTY TRUST . APPLICANT: SPARAGES CLUSTER ET eNc1NtERs 1. PLANNERS i SURVEYORS o DATE.DATE: '- -- LYNN,76 MAL 01905 LE STREET MAIN STREET MINIMUM LOT FRONTAGE. 100 FT 150 FT (NONE) 189 NORTH ET I, CLERK OF THE CITY OF SALEM, Do PROJECT LOCUS: SUITE 101 3 TIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 6 HEREBY CER ofMq CLARK AVENUE SALEM, MA MIDDLETON, MA 01949 MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) SEAL o THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) ss9 f LOT COVERAGE BY BUILDING:" " 30% 45% 30% ��'� �'., ASSESSORS REFERENCE: PHONE: (978) 539-8088 OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY �o PETER M. MAP 6 PARSES 7, 8 & 9 FAX: (978) 539-8200 DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT BL ELL,JR. _1 , -� 0' 20' 40' 80' . _. � AI CIVIL m 15 FT 30 FT 15 FT No.alsls . TOPOGRAPHIC SHEET 1 OF 2 Y A MINIMUM FRONT YARD:MINIMUM SIDE YARD: 10 FT 30 FT 10 FT TS CITY CLERK MINIMUM REAR YARD: 30 FT 30 FT 30 FT SCALE. 1 =40 F � N AUGUST 1 2015 SHEET 6 O 0 0 4, w , a " � '` -\e �e� e�,` � X30• \ '.�� "-•.,•„ 1 .5 --- 4p� �' cF \ t C,c\)�308 09 S 7S e � O 1� .•"� �" \ ' 4S °. T p \ \/ �5 \ \ S 140.5 1 O 11 137.5 / 12 o e X40 ♦ 4s t t o 153.0 44 50' ; D ®®® �4 s > 33 1 / �\ 4 \ \ t t r•� CF=q TF=151.0 /��1 �\ \ 430 146 0 �3 ♦ 48• w / \ ♦ y A 4 ♦ !,, ♦ S GF2. 7 - c 142 5 9•S tF=1 8 o Y r t" �' r 132.5 �3 r' ` "� / \ \ ♦ \ ♦\ \ \\ \ 6 O ! 1 15 4 CF=141.0 p• 13 e 30 1 `�� ` \�\. \ \ d r �S \ �� \ B GF=150 144 O _1500 a Q r �- �`'� ` PRO OSED LL \348 X34 CT�, _ e \ 1 \ \5 '\ RETAINING W ` - \ 4 \ 3 146 M CF 1 SO p �- GF / �i\. , C�� _ � \ \ t \ 1�. � ` 50� GF, 140 0 --- 44 IMPERVIOUS \\ \\\ \ 132\ \ 74 \� \ S \ 4 . WITH RIER �•,. 46S �` �'�5 ,,•-- -..., 149•,© BAR \ /` \�� \♦\��?� \ *• �. .`'• .` ---_.. -_.. SO 1.� ' � W � \ \ .`\ � \'� 8 •5 5p,' � •1144� 147.5 50 � 4 146• \ � � / ,365 {♦`\ J '\ 1�/ y �_�� .� \ � so ►� � Q_ �- w, s ;� \ ,--' ,_.__ 47 p ...• /� / .. --•_'� �1 \ / / './�/ \ / .` '� \ \ " "'_ . ,. ._/_ W \ \ it \\ `\ � 1 f' ' 1 _ . _ .. . 9a /r / \ �♦ -- / \ \ \ \ \ 17 . I �/ 30' �� \ 8+0 �s+2 � POSSIBLE FUTURE GU, TRA N 2014 \ o \ / o. Q ` / / } e1 \ \ '� 1481 \ p to+oo- 10+48.5s�r PARKING AREA REALTY TRUST ( �* ti� \ ` _ �, �� - o-Fr �►^ /i ♦ / � ._._ t?r W 144.1 06-0019 / TA`DEUSZ & \\ / J JO��INA �o e✓ `� BARCIKO SKI // } L h 19 I CERTIFY THAT I HAVE CONFORMED EXIST. DMH D � / h° h� o' � ,•• �r $0 \ °• \ /S P\� \ \ 06-001 // h rr h° . . h� r . b 14s p ♦ �, w WITH THE RULES AND REGULATIONS I/ ® o \�.�i� e \ ,, AGF'' ''� \ \( \ w TFC ♦ �S6g r OF THE REGISTERS OF DEEDS IN =119. 1S1 ALEM' NV �� Y PREPARING THIS P S \ r , I '� ♦ � ` `�o• ,,, �•\ � 4 0 ♦ CONSERVATION LAN. j / 5 0 148.4 5 48` \ 6 COMMISSION S 151.o S 15ti� ~ 1 /1 14 °� S00 1° 06-0011 ° Ow T sp o LI & RA S tl 5 � p 4 F, Q AMS S . � I o� , � � f� `' I / ( � a � � " �/ Tti �ti � 153• ' \ \4 1 CFo s? / ( \ / WILLIAMS PA GE LLC GF,,'440 Z ! W a t GAF \ I �� so 0 v �1 // ♦\ � 142 1440 MATCH V 1 �6 Q EXfSTING G ,43.5 S E S 5 / R D 1430 S um -As \ r 1 1 1 `�\ rs p� •\ � / 153.5 •15 � •'''' _../ 5 O1142,27 Rim-124.56 ` 5 W / 12 �5` ` inv=N.4. (Water & Valves visible) �.�\ / rn , ♦ / `` 1 51-5 TF,1 0 0, ` �, / �, - ,a1.9a 5p _, 2@0 � 4 � �� F 153.0 �' R .26x1��214312 .. \ = O' ,� .,4 .. ® � o CF_�45.5 T4s _ 15 .5 . �� -- -- ! / /- SLED LOCATION �__� 142.2 , ! CITY OF SALEM - _- 42.08 x 141.88 N - � -- i - x 143.66 �x ,42.06 P LAIN N I N G BO HYD_ I•, j -�_ , >?R 50 _ 6 _. -22--- �'',,� ZON LINE W J ARD 144.5_ - _ �. NON-JURISDICTIONAL U 143.36 ISOLATED / lx WETLAND 44 /�c 14;.36 . .. .. � �,_` '_"` . \��, . `- _ •••""' -- "' ----• `^•''^ ! / \ / 142.79 .. _ r•"' - - � /// / 2.07 f . . ------ . ` 64 x 143.33 x 1 .. j \ 142.01 .. 142.63 ------ 14 ,. . PROPOSED STONE ?�\�� •'"' -- �.p� `'' .. --- --" '�� i'' -�...'••..` - ,` \\\ \ .� ! I 27 CHECK DAMS 50'± TYP ? . / x O.C. ( ) / / ..-- . _._-�--_. � � R Z . ^��/�/ ,.-- ,,,• �._- ___�•_,�.,"`• '?° �� '�� !e�FF ev w' OPEN -SPACE-2 _._.. .--/ .,•• . _ „ , _ •--_ �,�\• \ \ 1 � � � � 1 & _ - 114 •�� --- ------------------------ S URYA \\\ i.r /� �/ ,�' 1 1., ` 0 'Eos of i • \ ISA s '� �1M�ARD BELLE WI '\ � t\ ♦� . � � M i 06- 00 _ �. \ / rr-•„' //. J � /.00 ------------------------ 1069 ' 1 � / / ` / '\` ...•--., `X 108.65 _ -•,.,.._,/ .. -. , y- - „ r/ - 1 J5.76 \ WF WF A13 \ / __.-.. ..,..� ~� - F 10 / x 106.02 .. l ! I r ! I \ _.r:••' \ .....:.,. F _ \ . 3 ,oe2� � WFtA 1 W � WF Al2 \ � rx.-1 4 ,05.98. � 10�-5 .. .. .. - 34 01 +`1.67 F 66 t ... --\ 32,,w AlA'9 203 / ! �l .. • 5 / / �I � x � x 131.78 ,d WF All 13 .707 3.76 .' \ 0 .22 i wF // x 1T,,.S1.70 - .x 32.71 . . ------------'------------ .. , 5 • .`4 x 109.85 / >z 10 \ ' \ 4\ �r408 61-- ••T-• -�63,c•6 09 4. 6 � / / 1 -,, VF A4 WF �15 1os.x7107.� �•1o6.A10� / \ F AlAt / I ISDICTIONA\°x r 1 ( / 132.67 ( / I 1 { \ x ,3�. SOLATED x 131. o PROPOSED LIMIT OF EROSION CONTROL / I I / x ,33. WETLAND 25' MIN OFF OF EDGE B.V.W. 108. 7 � 106. 33 09 ATE 0 F ------------------- \ F / / x 131.97 x 13,.92 D A6,l.d Ps�t �os.7a r F / t X-44, s. 2.51 \ / W WF / // J/J < 1 X10563108.13 ,1/ I .. xA 194.51 T - ! t: x 133.71 .. x 107.99 < \ - \ 'x 107.8x j / ! x p7 39 I - \ W x 167.6 � .•/ Hyl( \. 107.23 3 WF A8 W 0� 106 F \ 1 a 37 � EDGE.OF B1ORDERING / os. 2 t VEGETATED\WETLANDS WF A 107 �.. o �'1050 V NONO N ICK i \ --,JAMES G E r�Cn C� __-- .•; -• � I I f r � l ( r t \� � '� / \ \ '`. `'' 06 J9VJ- .,. _� . . 105.6x 10 2 I W 1 1 � f I • CLERKS CERTIFICATION ON THE PLAN / / \ - .. .. -- •, � , lx 103.53 \ � � j \ •`1.. I � .\ � . _ \ 22 x 104.13 �.' \ G] DENOTES A' GRANITE STONE BOUND -- DATE: ------------------ \ \ �.._ \. .. \ WITH A DRILL HOLE TO BE SET. , \ A21 LE OF HE CITY OF SALEM DO HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY A22 x 103.30 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS m OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY x 104\32 'SPACE--2 \ DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTIICE. x,0,.9 y2s4 .1\102.39, C�2\. F . 9 � \ 1 A23 �toz\ \ \ \ \ \ • � � ` \ A24 \ _ a F \ x ,�z.6� SAND &\STC3N,� vt -------=--=---------=-==----- 1 10,s \ _ `' --- --G,/0 AG G I N D U STR f E - . . \ \ . 1 o CITY CLERK WF A25' 1 \ \ NO. REVISION DATE TOPOGRAPHIC PLAN .: .. - _ - .. .. .. .36 `z 101-93 `~ �� '^'•^•. 1 ^ ' \\ " `" \ _ - F A ' W 26' tot \ \ \ o x ,0,.21 it it N WF A27 .13 -- _� -;: ;; _\ •. , �. THE WOODLANDS SUBDIVISION .. . . _ .. 1 x 101.56 .. - .. .03 x ,01.30 EM, MASSACHUSETTS WF A28 x 101.63 G 3 OWNER: - x 101.48 x 102.38 .. �' O x-+e4 a, -m-40t:z8 0 .n •• BARBARA DRISCOLL ET AL 3 WF A29 � 10 .0s WF A33 W -x 10 >_x.1ot.29 18 WALLACE ROAD " F A31 WF A32 E F A1o0i.z9w �x ,02.30 0$` LYNN, MA 01901 RESIDENTIAL RESIDENTIAL c� d, ZONE. ONE-FAMILY INDUSTRIAL ONE-FAMILY A4 LC CERTS 36055,36056,36057 VxF01. 9101.65 �� WILLIAMS I WF A35 x 101.66 -d 0 (R1) (1) (R1) CLUSTER " 6� 01.25 L� NSD REALTY TRUST o F A3 1 1�11Z LILT MINIMUM LOT FRONTAGE: 100 FT 150 FT : . NONE W x 101.26 z o' 76 OAKVILLE STREET /x-.. MNEERS l PLANNERS , SURVEYORS (NONE) .. .. .. x 101.50 - too.9s LYNN MA 01905 MINIMUM LOT WIDTH. 100 FT 150 FT (NONE) wF A37 �1 , 3 MAIN STREET o MINIMUM LOT AREA. 15,000 S.F. 40,000 S.F. (NONE) SEAL PROJECT LOCUS: 10082 OF h� o LOT COVERAGE BY BUILDING: 30% 45% 30% WF A3s �N CLARK AVENUE SALEM MA i ��- Sa TON, MA 01949 HEIGHT OF BUILDING: 35 FT 45 FT 5 FT o SUITE 10 MAXIMUM3 ti� ASSESSORS REFERENCE: PHONE: (978) 539-8088 , MAP 6 PARELS 7, 8 & 9 FAX: 978) 539-8200 PETER M > MINIMUM FRONT. YARD: 15 FT 30 FT .15 FT BLA R. Q I CIVIL J t , Y MINIMUM SIDE YARD: 10 FT 30 FT 10 FT 0 20 40 80 No.41613 TOPOGRAPHIC SH T 2 OF 2 MINIMUM REAR YARD. 30 FT 30 FT 30 FT �o �Q O ST EE v : 11 .G -40� SCALE: 1 - Y SHEET S 7 OF AUGUST 14, 2015 � 10 w A EET CITY NOTE• � STANDARD HYDRANT TO M OF V ICAL RANITE URB, TYPE VB ED WH R T LEM EQUIREMENTS BRICK SHELF• WALL OF MANHOLE WIOLLCBEAR ON UUNDST�RBED EARTHS ERT G C ONLY E E I SA R PUMPER CONNECTION • , - SLOPE 1 "/FT. FINISH GRADE, MATERIAL VARIES USE RESTRAINED .JOINT FITTINGS (MEGALUG OR BREAKAWAY FLANGE . p p• �. p � BINDER COURSE APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK IS FACES .ROAD • . i TOP COURSE PTABLE. :� DESIGNED FOR 1 5 - B p a � � o•�• F� 61 " �o�oo SIZE OF BLOCK OR MEGALUG TO BE o . ,. .p . dgoo0 ES ORM PR URE � SIDEWALK B TIM N AL OPERATING ESS _ 0 0 0 . . V S ARIE , . EDGESTONE N FINISHE EET GRADE D STR 6„ ' • BASE COURSE . MIN �%,��i ��j 1 , 6„ FOR PAVEMENT MAKE RU ED STONE • C .� U P �,�,�� y�Y , SH G;��.l� .� \i • T .dv P• Pp • SEE PAVEMENT NO ES o PIPE PIPE Ooogo � Oo�o°o O�o � 0000$ o. . D 'p p �p � OHO 000 O�O O� �O LVE BOX AN COVER .. C, O 000 . . D O$a o „ � • MALDEN STANDARD p• - VEL B �0 6 MIN. � VA o o G ASE° O � . . .. �0°0°00 0O° o �\`• � ACCES TUBE S BRICKS ON �` 1 � ' '.' X EX E ) �� ' ��✓�N o EDGE (2 8 POS D �n _ . " 4 MIL. POLY OV NE ( CE TIFY THAT HAV CONFORMED BRICK CHANNEL APPLIES - MASONRY RING WITHRTHE RULES ANDEREGULATIONS ,. V ER STO R IT UR TO DROP CONNECTIONS A5 AL � CONCRETE OF THE REGISTERS OF DEEDS IN E TIC- GRAN E C LL ONV TIONAL. UST LO �'b—•. PREPARING THIS PLAN. , . THR .. • • - . WE AS C EN B CK D IL .. - .. . a• d.. I _ A NOT TO SCALE i� i ��. . • . .. 6 ATE VE . . , PLAN . . IF CONCRETE THRUST BLOCK IS • TE URB ILLIA & SPARAGE LL .•:• .,_r..; •�A; USED, DO NOT BLOCK DRAIN SLOPED GRANT C W MS S C AS SPECIFIED � , ..• a. -=-= MIN.. 2" 3:1 SLOPE , ' •• •. ,.. �a� :.a,.:�.�..' .� _ 1=I I 1=1 I ISI I - I_ -� . . . •� a� .•• �.�• •; c ` . - - 1 6 4 REVEAL - .. AT - v v - -I�IIII- ER MAIN • I�IIIIII o . o = _ - LAYER TOP COURSE � ::' .. .'e• •� III III _ W SHELF ELEVATION SAME AS _ _ = u •• / , o: - - a LAYER BINDER COURSE PRO\ IDE /2 CUBIC YARD OF SLOPE 1 /FT. c , v CROWN OF HIGHEST PIPE. ` ILITII�i 11- , •�• ,. ANCHORING TEE SE D 2" ST NE TO 6" ". , a v �I1=I�I- = v _—- DENSE GRADED CRUSHED MECHANI LECTE 0 - . 1=Illy�,11=111 III -N,I-III=11 CAL JOINTS PROVIDE 12" SQUARE BY 6-INCH THICK ABOVE HYDRANT DRAIN - - - - _ - STONE - _ WALL OF MANHOLE -_— _ - - - - - CONCRETE BASE UNDER HYDRANT II I II I I I�I I I- - - I I_I a - - - - - - - v o• -III I-III-III- - II- - POURED CONCRETE BASE '. -III I III III I III =III o ,., .. • . . • . . v :. , CITY` OF SALEM SU�GRADE BRICK OR CONCRETE FILL. : COMPACTED • . I PLANNING BOARD 00 " 8" MINIMUM • o , . � O R L 0 W SERVICE LINE ---------=--=---=---=--= ED E CURB • . o . o•o SLOP GRANIT v ETAI - 0.0 . 0000 . o • v � _ p � I D ETAI L • 12" MINIMUM SCREENED - '------ -- _ GRAVEL BASE. I (NOT TO SCALE) (NOT TO SCALE).. ' , • ' BRICK ON EDGE UNDISTURBED EARTH : �� ` - SECTION A=A . . _ : " : i CONCRETE COLLAR _ --'---------------------- RAM AND _. W 0 PLAN ' MANHOLE F E M „ : `. ,. 6" HIGH CHECK DAM WHERE SHO N N COVER AS SPECIFIED 8 8 � _ BITUMINOUS CONC. ' TOP ------------------------ RFACE EXISTING GROUND SU OR COURSE. AS SPECIFIED SAWCUT EXISTING PAVEMENT, FINISHED GRADE �� \�-� \ ,i \-�\\ � , �s BIT. CONC. BINDER APPLY TACK COAT • � 12 ---- --- --------------- •• � ,\� COURSE AS SPECIFIED. - - \ A ,. :��. ;� �.. �6., � /i, GRAVEL SASE AS SPECIFIED BRICK FOR GRADE �.�.��``�`• `3.7 <\! o � - o � EXISTING PAVEMENT - .ADJUSTMENT -��'. .: :�-... S�Atij -� E �- \\ - .. : C D ------------------------ 1 2 RUSH .... T �...:�': . .° o°• .;•: �, �y�\� _ S oONE ov o /i COMIPACTED SUBGRADE q �� ... .. .. D ON SF\ ISTING SE • . °,• WITH F��\ ii \\i ;� ii \ � " . PRECAST TRANSITION SECT! OR BARREL SECTION � ti1,q�: BA . . - -- P R ECAST TOP SLAB ----- -- -------------- EX - ° � � • ,> if E. -----------------.-_ VARIES (SEE PLAN) 6 DA I� c� � .. :.:• .:..::J ' D RUBBER 0 -RING .GASKET • 1 MIN. ° •� 1 . OR PREFORMED FLEXIBLE v ° • 4'-0". UNLESS OTHERWISE- P • • • JOINT SEALANT AS SPECIFIED v v INDICATED ON DRAWINGS GRASSED S WALE - �� o • ° � (NOT TO SCALE) FILTER FABRIC AS SPECIFIED ' AVE MAT H .� . >D .. .. MANHOLE RUNGS : • • _ ° D °D MULTIPLES OF 1 ,�2,�3,�4,�5,� • OR 6 LENGTHS AS REQUIRED � CLERKS CERTIFICATION ON THE PLAN „ D . . 0 L ) 8 MINIMUM . . TE .° E IP CONNEC ION D SE P E T A . SHELF ELEVATION SAME AS ° I, LEM; DO D DETAILS THIS SHEET _ CLERK OF THE CITY OF SA CROWN OF HIGHEST PIPE. `: :. HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY °D o° : d- THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS . . 8 MINIMUM - N OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY : • " NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTI . � . I��, CE : . • �` :. ' ' . .., D° D • CITY L K " i • ° ° , . . ,. D ° D ° D �'� � � � .. ANGLE FIRST STAKE TOWARD BALES P ON THE CONTOUR .. V.D 12" MINIMUM • WIRE OR NYLON BOUND STRAW LACED ,. . THICKNESS OF BOTTOM SLAB o 0o PREVIOUSLY LAlD BALE �� WOOD POST SCREENED GRAVEL ' SHALL .NOT BE LESS THAN � : - BARS, STEEL PICKETS, ', THE MANHOLE BARREL • 2 RE m SECTION WALL OR TOP SLAB BRICK OR CONCRETE FILL. OR 2"x2" STAKES 1�' TO 2' � : : � WHICHEVER IS GREATER. IN GROUND FILTE A RI A ECIFIED , . B R F C ' S SP o.. SECTION B-B. . UNDISTURBED EARTH I rn NO. REVISION DATE � � PRECAST SEWER MANHOLE .. . . .. ', � - �� ANCHOR FABRIC WITH T i L ET DETAIL SOIL, TAMP' BACKFILL Fl H E N n n NIS �„ H (NOT.TO SCALE) . '; � EXISTING GROUND N DSS SION GRAD " T E WOODLA SUBDIVI � : SURFACE DIRECTION OF FLOW LEM, MASSACHUSETTS . , SA 3 FLOW _ ��;��"�. � _ . • ��;� a CARRY FABRIC DOWN _ ET AL OWNER: 4 Z BARBARA DRISCOLL E T TRENCH IN 0 � 6 18 WALLACE ROAD a NN, MA 01901 d- LC CERTS 36055,36056,36057 • i . . L - - � N wooD Posrs APPLICANT: o _ •� r X• 1-2„ CRIUSHED 8'-0" O.C. MAX. :. EALTY TRUST SP�a►.RAGES `� MP STONIE ET SNEERS , PLANNERS f SURVEYOR N P NSD R c�LO o 0 0 0 „ •. LYNNOA MAL 01905 E _� 6 MIN: ENc s FLow � TEMPORARY HAY .BALES 189 NORTH MAIN STREET . . PROJECT LOCUS: � -- ' . �tN Mss CLARK AVENUE SALEM, MA SUITE 101 f o 0 0 0 0 0 0 0 0 � o SEAL �F � — I E s MIDDLETON, MA 01949 4p' �'� ii �� i �� ii ��i -�� i,�— - o�� 9�yG ASSESSORS REFERENCE: PHONE: (978) 539-8088 , . ,�\\ , ,, � ��\\ , , , ,�\\�� \ \ _, � ��\\\ . , , �\1 „-� �\ \ ,, , � �\\\, DETAIL S L , > NOT TO SCALE -- � DETAIL o BLAISDELL,1JR. � MAP 6 PARELS 7, 8 & 9 FAX: (978) 539-8200 0 .. - _ . . CAL ) � � No 11613 ” DETAIL SHEET 1 OF 3 (N T TO S E .. . . : .STONE CHECK : :.DAM - ' : ti° �Q ALE NOT TO SCALE � _ _ c'lS7EP � . . .(NOT TO SCALE) .- � ., .� �. .� � . . ._ �/.� AUGUST 14, 2015 SHEET 8 OF 10 J n i .. . „ .. - .. . • .. :' � � � , :. ��' �� -- - f I _..�_...�_..1�...__ ,. _�_.-. • a � � a .. . .. e c P N T D AIL Y CA H2O INSPECT O POR ET _ • T PI L . . • - - � • � . .Q a: • � PAVEMENT � . e ' LAYOUT . . �4 40 .. . . 6 6 o• - :, " FLOOR BOX FRAME AND.LID , � c 6 SCH.40 PVC OR . . 5 5 . .. - -ca NEENAH R-7506 OR EQUAL ' - PVC PIPE .:-. .. SDR-35 . . _SIDE- ' 24 PAVEMENT 2.5 SIDE- 4-• W/S.S. CAP SCREW LID - 2.5 .. - RISER " WALK RAS WALK 24 SQUARE CLOSURE RAS - _ � PLOT PLOT _ „ PAVEMENT - CLASS C CONCRET , • - . . 10 . • - �:�; .. PAVEMENT SUB-BASE 0 .: .- ' - 95 COMPACTED FILL • "' \ CV /o , • .. 95% COMPACTED FILL � CO VERTICAL OR SLOPED . . . . - - o. EED CON CTOR NE � GRANITE CURBING HVLV FC-2 -.�— 3 3 g' :FOOT �� 4 OZ. NON-WOVEN FILTER FABRIC �m� � .• /8 :FOOT . . �----- 3 8": FOOT 3/8"' FOOT--:�. • . • .• . . / 6"MI AROUND STONE. TOP AND SIDES � z •' •a•• •� N DEPTH MANDATORY; BOTTOM PER ENGINEER'S �a � ' •. d•• ; .� �P� O O �•� OF 1-2 INCH w�w • • -. •. . • ...- .•. ry. in •� O O �q WASHED CRUSHED DESIGN PREFERENCE. � I ? ! „ � � N E z � MISC. "r STONE ABOVE � .� 6 LOAM > � � > CONDUITS z I CERTIFY THAT I HAVE CONFORMED o AND BELOW CULTEC NO.20L POLYETHYLENE _ �-� WITH THE RULES A D REGULA 10 S & SEED ;n v GAS : . .O � � CHAMBERS LINER ABOVE STONE BASE AND �� OF THE REGISTERS NOF DEEDSTINN 12" DRAIN SIDEWALK- ON � w BOTH SIDES ® ® ® � BENEATH RECHARGER 330XL HD � PREPARING THIS PLAN. . . ,, . 1„ TO .TYPE I-1. O 8 DIAM. PVC „ P PORTALS WHERE UBTIL ZISNG 1 2 IN. DIA. WASHED, .. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIX R --- -------- BITUMINOUS RAVITY SEWER 1 1/2 ------- - 8 DIAM. GRAVEL ' S & SPARAGES LC I PIPE PER SU o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o WILLIAM L G INTERNAL MANIFOLD CRUSHED STONE BINDE CONCRETE C WA CULTEC RECHARGER 330XL HD .L:D.I. TER 12 • 1 . 1 2" TOP MIX - ENGINEER DESIGN HEAVY DUTY CHAMBER ,AND INDSPECTION PORT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : / - _ 2 1/2" BIN-DER (MAX � , . o � -, 12" GRAVEL BASE 4INCHE ) ED BOTT INLET ASSEMBLY FROM TYPICAL" ROADWAY SECTION 2 S 1-2 INCH WASHED CRUSH OM TO FINAL ELEVATION SONE E N HIS CHAMBER ONL ) T B NEATH A D (T Y • - _ . ) R UND CHAMBER BED OT TO AL .. CN SC E A O PICAL - 6" INT - . ERN OUPLING A B . ' PECTIO RT C , CULTEC RECHARGER 330XL HD HEAVY [�uTY PLAN VIEW - .. r Y 11 —0 � 10'-0" , . . . - PACED • WITH A SUITABLE NOTE. THE CULTEC MODEL SHOWN HERE MAY BE RE L - EER . Q (VALE PPROVED Y THE ESIGN ENGf E U NTA B D N ,, , ,, � � � � � � 5-0 6-0 O O LTEC N 20L P P E • • 1 -2 INCH DIA.WASHED, AVEM NT BE PLACED BENEATH HED STONE o VLV FC 24 FEED CONNECTORS 95/0 4 OZ. NON-WOVEN FILTER FABRIC. CRUS H 4 OZ. NON-WOVEIW FILTER FABRIC • 24" DIA CULTEC RECHARGER,330XL HD WHEN UTILIZING 95%COMPACTED FILL AROUND STONE. 'TOP AND SIDES HEAVY DUTY AMBER COMPACTED FILL UND STONE INTERNAL MANIFOLD - IA MANDATORY. C EANOUT CO ER (CH ARO WASHED PLACE - 10 0"[254 m ] IN D ! (3 S) FINISHED USHE NNECTOR . . .;_,,-. GRA m M CR :...,.._.-,:. STON HVLV FC-24 F E:ED CO ....... DE . ... .. ... .... . ........ ,..... .. :...,.,.:..... .,... ., � � RECHARGER 330 XL HD -�. a•., "y r ./ f .,. .IF ED I / , PE I �- .,-: W HERE S C ..,.. ...... ..::.,.... _ . .:. . ..,.. .� IN. . .... ... _. . .... ..:.:..:. .•� 1^:::�:;: 10.0 54 m ��{: •�7�'� / 2 m M �,... .t.._ [ ] , '>= ER .>.. TY C HAMB EA DU /. 1..• �`�� •1•� ••\ H VY .. 7:•' ��.�,�.,i.•. :%..i ...• PLAN VIEW / �.. ..�..,... ....,..:. • ,..,. n.. 6.0 152 mm MIN. �.: :, ] �.: / .. -r i. -\ .. \ �i\• Y ,••�, -%� \ .. \ / .. 1. N \ i 1 �/ C • ••i, - .. � � I- .. / �t'i` 4 mm •: ' 16 0 06 \// [ \•'C •\ .. � � ^.� \ .. 'i` \ A / \ ,•i B / \ MIN. ° . °� r. i / � „ ] 0.5 5 m ] j\ 6 0 [152 mm M 12' [3658 mm / 3 " [77 m i, EXTEND ACCESS COVERS TO FINISH GRADE MAX, // �j �� - l . . . . . ° . ° ° . . . . \/ // .. 16.0" [406 mm] �\\ �//\ 7" . � - . ' ., � ., . / � MIN. ./�\\ \ \ ' � • - � .p' •• s-.• • \ � /, 6.0" [152 mm] MIN. � � �12'[3658 mm] �\ \�/� - �•• �• • PIPE PER / / / / / / / / / / / / / / / / � �i �/ / / / / / / / / / / / / �/j� 30.5"[775 mm] 8" KNOCKOUT �. - - 8" KNOCKOUT �/.�//.�//.��/.�//.\//.�//.�//.\//.\//.�//.\//.\//.\//. /.\ \//.�//. �//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//.�//. //.�/ � MAX. ��\ //\ - ENGINEER DESIGN �// \/� (TYP) - (TYP) zg„ X 12" •. - ORTi�L TO BE CUT 2. 05 mm] �/�\ \%j� J ( 1 0" [3 f' -� 4 INCHE ) CULTEC NO 20L POLYETHYLENE OPENING .- LINER TO SPAN THE ENTIRE WIDTH (TYP.) ��\ / �� -' SIDE P .. 6 0 [ 5 ] IN i - . 2 S IN FIELD TO ALLOW HVLV - ONNECTOR A OF THE SYSTEM BELOW THE HVLV FC-24 FEED C 1 2 mm M . - S NEEDED C2 EEDC � \�\ \ \ \ \ \ \�\\\ \\ \\\� .. �\ A SAND � \ \ \ \ �\\ \\j\ \ \\j\\j\\j\\/\\/\\ \\\\�r\\ \ \\j\�\ \ \\j\\j \\\\\\\\j\ \ /\/\ / / // //\/ //•� 4—8 „ 36 X 24 4' S" NS DETPO TALS - ... �/�..�!/�,� r,�/�r.�i.�r.�i /.�r,�r.�r.�.��i,�r,�,��/r.�.�l�.rc� ., ��.��i.�i. ,� % .�%y,��%�%�%/%r.�i.�,� r�//�. �i.�r.�i.�� .. 3—0 6 „ OPENING • . �- � - "(2.0"[305 mm]TYP. 58.0 [1473 mm] 52.0 [1321 mm] ULT I ERNAL NIFOLD DETAIL C EC NT MA TION SEC V1EW - GENERAL NOTES ALL RECHARGER 330XL HD HEAVY DUTY UINITS ARE MARKED 1 ', — ELD,CT. ED INTO THE PART ALONG THE � RECHARGER 330XL HD BY CULTEC,INC OF BROOKFI WITH A COLOR.STRIPE FORM NOTES: '. STORAGE PROVIDED—11.32 CF/FT PER DESIGN UNIT. I N 'S C RRENT RECOMMENDED ' DI N 1. CONCRETE: 5 000 PSI MINIMUM AFTER 28 DAYS. , . PLICABLE LOCA TATE AND REFER TO CULTEC,I C U . ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLE ', AND/OR P ESIGNED FOR H-20 LOADING. ALSO AVAILABLE IN H-10 LOADING WITH 3 WALL: C 2. D HD HEAVY DU OR TRAFFI . . FEDERAL REGULATIONS.A ;. XL : USE RECHARGER 330 TY F L S 5 APPLI A NS. 3. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN. : ,. . • L ARGER 330XL HD HEAVY TY TYPICAL CROSS SECTION - TEC RECH i F NISHED GRADE - ..SEDIMENT AND . OIL : SEPARATOR TOP OF 1 .5:1 CLERKS CERTIFICATION ON THE PLAN " - " LOPE =2 1 SLOPE .. MAX. S - D ETAI L UNPAVED PAVED E (NOT TO SCALE) EXISTING .GROUND CITY .OF SALEM DA URFA I,. . LEM, DO S CE - FLAT STONES PLANNING BOARD CLERK OF THE CITY OF SA FOR WALL LIKE HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY - ONFIGURAT , � �— . � . . ., . C ION THE PLANNING BOARDI HAS BEEN RECEIVED AND RECORDED AT THIS . . �. PRUNE AS FIELD - PAWING .AND SUB-BASE MATERIAL TD AFTER SOUCHP RECEIPT AND CRECORDINGI OF TSAID NOT CE. I OFFICE A DIRECTED BY OWNER TO . s:::>:•��••�• DAYS NE •� • .:.:.. _ IMPROVE APPEARANCE COMMON FILL MATERIAL - ' :, RETAIN NORMAL TREE _ • . . I 0 L IAL ----------------------------- . SHAPE M CITY CLERK COM N FIL MATER �':��•:-`;- 1 5 . .. - - _ MAX. .SLOPE ------------------------ . �` 1 TRUNK- FLARE . - _ -:-,....;.,_:.,:�•::::•�:. - ING AP JUNCTION: PLANT TREE - FILTER - _ --------------=---=----- WARN T E �' .-. 1 1 -2" ABOVE EXISTING FABRIC •.�'•',,��j,�J�`'••: m - _ : : M � -GRADE - �`�� I PERP�IIDTCULAR - _ _ 3 LAYER SHREDDED PINE � v - BARK MULCH TO TO TO S>LOPE � = .OUTER EDGE OF SAUCER • �•, - ----------------------- NO. REVISION DATE • o KEEP MULCH 2" FROM ';: �T IL HEET i �; TRUNK MIN: BOULDER DEA S { ,r, ORIGINAL ��••• = 500LB n n .- X I STI N G GRADE MINIMUM SEE SI ------------------------ i E 12 ' ;.. o ARANCE � GROUND oR _ ZE THE WOODLANDS SUBDIVISION . . 8 MIN CLE °° NOTE 1 BELOW � - CUT AND REMOVE BURLAP 0 T ;-. :.,: :.-_; °::;.:;:-- ` • �— IN SCREENED GRAVEL C MPAC ED •�,- • N ,. ... . . _ = FROM TOP 1/3 OF � FILL SALEM MASSACHUSETTS � _ : ,••,.,•;:,.t:-�;< •... — — ° SCREENED GRAVEL PLACED AGAINST :;',`..:�:,•: :.:� '�•� PROPOSED ---=-=----------�-----=- � °� III=III •• '�•-.: , . , „ °',;• �. -`• " I=III=III ROOT BALL. IF R D BOTTOM OF CRUSHED•�;.`�.::::•, GRADE �, ;;,;;;�•;,;; , :,..... — NONBIODEGRADABLE, ,. UNDISTU BED SIDES AN OWNER: 1=III=III=_'•-�:::., , '� ,, I I—I i I=1 STO N E a — — -;�,-,,;:, -- — _ TRENCH. SEE NOTE 1 -� — — — �;;;;;;�� • —III= I REMOVE COMPLETELY. •=��': III—III—I� .. • -_ ET AL — — — — — — • =1II=III=III=III= I1= — =I BARBARA DRISCOLL o tif�° 18 WALLACE ROAD .. — — — — — — SLOPE SIDES OF HOLE � SEWER. OR DRAIN \ 8" MIN SCREENED GRAVEL BEDDING �= III=III=III=III—III=III— —III= :•��;�-.�-•.�,•;;;•:�-:�•-:-;;... LYNN, MA 01901 i5 E _ _ _ _ _ = BACKFILL AS PER � BELOW OUTSIDE DIAMETER OF PIPE. II—III—III—III—III•—III— �'° :•`:�_;•-.�.�• �::=;-"', LC' CERTS 36055,36056,36057 — — — _ = SPECIFICATION .. - 12 MINIMUM DATE: ---=-----=------- �' -- APPLICANT: �VILLIAMS UNDISTURBED EARTH DO NOT EXCAVATE BELOW NSD REALTY TRUST SPA►.R.A'G�ES a - ' ROOTBALL. . : . NOTES - - 76 OAKVILLE STREET errciNeeRs ,. vtnwNeRs � suRvevoas � THREE TIMES WIDTH OF ROOTBALL - - N �•„• � LYNN, MA 01905 � .. 4 189 NORTH MAIN STREET •� - 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL .IMAY BE USED FROM 75% OF BASE SEAL » SUITE 101 a MID-DIAMETER OF PIPE TO 12 ABOVE TOP OF PIPE ROCKS BE NOFM t.., CLAORKEAVENUOECSALEM, MA PERFORATED � DERDRAIN 1000 LB� OR �``'Qy� Assgo` . ASSESSORS REFERENCE: PHONE: (978) 53918088 UN DECIDUOUS TREE � y S � T � PITDELMJR. �` MAP 6 PARELS 7, 8 & 9 FAX: (978) 539-8200 I'� •..TRENCH ` DETAIL FOR PLA NTING - o BLAS. ILS Q No�s13 `� DETAIL SHEET 2 OF 3 • G P E — AP DET L 9F �a �Q SCALE: NOT TO SCALE DETAIL - RIP � R AI � T 4, . : a _ RAVITY P - . �. (NOT TO SCALE) 0 SCAL •�`� r�• SHEET 9 OF - - 1 o - `. °, �-- � AUGUST 14, 2015 o _ . a/ !s W J a. __. -___—_ _ -_T_. _-_ __ __._— ._.__._ -___– _— _— �_. – � I _.._._- _ —_. ___._.--- �–. - .. _._.___ .. __—r--_ _.. .. I _.. �.� • _ .. RFA FRAME & GRATE FRAME & GRATE CE FINISHED GR E RAIN ANHOLE COVERS H FINI ED D M OR FINIS ED GRADE SH GRADE ' • . FINISHED GRADE AD 8„ ORTAR ORTAR - - BRICKS AND MORTAR SUPPLIER TO PROV DE MANHOLE FRAME AND M M • TO BE USED TO MAKE - 6—INCH FLAT TOP COVER AS SPECIFIED - COVERS TO SUPPORT AN A < ,, d e h �. ;; ...• .•: .... d . ^• .. :. :.. •.-. . '�.. GRADE ADJDUSTMENTSE GRADE ADJUSTMENTS _ •• H-20 LOAD :::';:;:•':': - . . .. . IMIN. Y . . '.• d .. . -a•"'"••J" BTOI BES USED MORMAKE • � M 8 F AT T SUPP ER TO 0 DE � � � O • a 4 IN L OP °. • �� GRADE ADJUSTMENTS 4 T P . ;p., 'q.. .• . CONC .:.:�:��`' 4 X 20 OPENING • .• RETE COLLAR '� LI PR VI . ' : •<,'• w' WEEPHOLE TO BE 12-INCH COVERS TO .,, 'd .' •�,..: IN R PPORT H LOAD �' ': : _ • 72" t1" DIAMETER - DE .'.!s. ° :� a •• � BRICK FOR GRA SECTION I PRECAST RISE SU AN 20 JUSTMENT . , . • • ONICA ECTION , : i .. AD 0 48 f1 DIAMETER PRECAOTEIN RISER PRECAST TRANSITI .. SECT OR BARREL ' .: Z X D. .. .. .. - °. PRECAST .. R SECTION SECTION INLET PIPE OP SLAB • � � 'D °, RISE TECT WITH _ . ° " •. ORIFICE : o o RI - ° o PRE-CAST CONCRETE - D RUBBER 0 NG INFILTRATION BASIN :. � PANEL WITH ORIFICE • N d- . , GASKET OR PRE •� TRAP ROCK ° ° FORMED FLEXIBLE NORMAL OUTSIDE OF PIPE a. :. INT SEALANT +2" CL - •. - . • ' JO EARANCE RISER 'SECTION WATER e .. . .. .°' • LEVEL �' • ° ' • '•�a OUTLET , . .. .. _ � � D .. � � - D �..� CATCH BASIN TRAP PIPE MANHOLE RUNGS .I = �� NORMAL : • •_ ..• � o'�� v o � N .; WATER • . .' Q .• o ' ' - • +2 CLEARANCE OUT IDE OF -PIPE ASE SECTION S . 0R � . - VEL . MULTIPLES OF 0 00 0 : •D 2 3,4 5 FT B • LE OUTSIDE OF PIPE D 6 �. • NGTHS AS REQ • 1 D �r—�''� >; +2 CLEARANCE •° , LE 12 MINIMUM °•° „ D •.. SCREENED GRAVEL '' : 4'-0" UNLESS OTHERWISE ', °• ••:. •.q o UNDISTURBED EARTH CATCH BASIN AP `, INDICATED ON DRAWINGS D • D I a .d . � TR I • . . ' • . d• . � tl � E TIO SECTION •°° .. • .. .. \� '6 q• .tl d BAS SEC N ,. o o - • ' � .. (2) DRAIN 12"MIN , : . NHOLE COVERS • :. �.. .. MA REENED GR L AVE UNDISTU DEAR .. .. : RBE - d .. . . . SC .. �• •° d e ° D D D ° D D °, � � � O Oo 12" MINIMUM SCREENED GRAVEL. PRECAST DOUBLE-GRATE CATCH BAS 1 N 12"MINIM " ENED GRAVEL • INLET OUTLET � UNDISTURBED EARTH _ —i— DRAIN DRAIN PIPE 0 .. PIPE , `' THICKNESS OF BOTTOM SLAB 3„ MINIMUM CONCR E FILL - : , ET .SHALL NOT BE LESS THAN (DOUBLOE GRATE) B • A : : ! � . THE MANHOLE BARREL SECTION WALL OR TOP S I • . CHEVER IS WHI GREATER `':- UNDISTURBED EARTH � .. PRECAST CATCH BASIN ' " FR AME . . , . . INGLE GRATE . , • PLAN , , . LNG STRAPS. RAI MANHOLE LIFT PRECAST D N • .. GRATE O L TR CT D ETAI L OUTLET CONTR S U URE - " OT TO SCAL _ . .. " (N E) DETAIL - : N - - " ,. " OT TO SCALE • ( } - CITY OF SALEM DANDY SACK Y — wEEN NNI ARD . . R AN D FRAME • GAT INSTALLED BET THE E . `, .` i S . .. WITH THE RULES AND REGULATION _ " D DS IN �OF THE REGISTERS OF EE , ^I REPARIN THIS PLAN P G " PLAN LERKS C C ON ------------------------ - i • I LLIAM S & S PARAG LL - SECTION C ERTIFI ATI ON THE PLAN W ES C " . . . A—A " . - DATE: _ GRATE• LIFTING STRAP 6 0 CATCH BASIN GRATE CLERK OF THE CITY OF SALEM, DO SATAN FRAME - OV TH : : H EREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 6, 0„ OWER TRAPS AND 2'-0" 2, 0,> �. 2'-0" THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS HE L G : ------------------------ OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY 4' 0„ z- RAPS. " 4 ST DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. d • __ LOWER STRAP ------------------------. „ . . _.. 4 6„ . ' -- 6 a . CITY ERK CL a ,>DAN ACK„ • DY S OPEN THROAT GRANITE � T TRAP CURB INLET SECTION OPEN THROAT GRANITE QUAL SEDIMEN OR CUR INL SECTIO :. : B ET N .. " : . . . EL EVATI O N . . ..�.-- DATE: ------------------- ° � TC A EDI MEN RAP _ • CA H B SIN S T T . ..PRECAST D ETAI L CATCH PRECAST . . TO SC ) .BASIN .CATCH - .. `. • • SECTION . ASIN : A_A OPEN THROAT GRANITE SECTION B — n .. B IN SECTION - A A ' . PLAN I .CUR LET s 3 FLANGE CATCH BASIN FRAME PLAN � 4" LK1D200 ORDAPPOROVED E QUAL _ .. NO. REVISION DATE o 18" : (� LOW POINTS USE LF248-2) OPEN THR AT GRANIT , ...:�' . . CURB INLEOT SECTION E - -, =: �, .. CATCH BASIN FRAME AND GRATE SHALL BE MODEL ` I � . . ,,a .�. . 44" LV-2448-2 FRAME WITH LK1200 GRATES ON SLOPES . BRICKS AND MORTAR I1 _ n n � •• :� .°d,. •• .• '.•. ", y"..� • "° � ^• , ' � ° TO BE USED TO MAKE AND LF248-2 GRATES © LOW POINTS BY LEBARON HE WOODLANDS SUBDIVSION I T • � '° � d •• a•• � �•••• FOUNDRY, INC. OF BROCKTON, MA OR EQUAL. v •: a •�- GRADE ADJUSTMENTS 4„ N RES AT ' • •• (SET AT BINDER COURSE A D ET t 1 � FRAME & GRATE ,. 28 ,. „' „ . . SALEM MASSACHUSETTS • a " '• � •: BRICKS AND MORTAR 18 BELOW FINISH PAVEMENT) � 24" , . TO BE USED TO MAKE •� <. . GRADE ADJUSTMENTS BARBARA DRISCOLL ET AL � d . •a• � , . a q . . BRICKS AND MORTAR .. ' ° �� = - � ' - 48" f1" DIAMETER . • 48,>. f1" DIAMETER ,,• GRADE ADJUSTMENTSKE LYNNA MAC01901D :: • _ _ , FRA & GRATE � :.:. - ME BRICKS AND MORTAR •••:. I I _ LC CERTS 36055,36056,36057 `';, :. 48" f 1 DIAMETER 22" .• PRECAST .• •• PRECAST ".• ".� PRECA T To BE usEo To MAKE •, PRECAST •.." APPLICANT: Y M " . ". CATCH BASIN �• " '. CATCH BASIN GRADE ADJUSTMENTS CATCH BASIN NSD REALTY TRUST S SPAR.AGES CATCH BASIN ,: ._ ,• , . . . . : a, a » - 76 OAKVILLE STREET �� t•NCLNEERs b PLANNERS i SURVEYORS - . 48 f IAM R � LYNN, MA 01905 T . . . . �� .. 1 D ET N PROJECT LOCUS: MAIN RE 189 NORTH ST ET ELEVATIO SECTION SEAL SUITE 101 •. . : A_A M �1N of Mqs EM, MA MIDDLETON, MA Ol 949 ELEVATION SECTION ��P s9� PHONE: 978 53 -8088 „ � ti ASSESSORSEREFERENCE: ( ) 9 " 3 .. .. PETER h1. G A A - " � �' MAP 6 PARELS 7, 8 & 9 FAX: (978) 539 8200 v GRANITE :CURB :INLET - � BLAISDELL,JR. R`, 1 NIT LE � CIVIL - No.41s1s DETAIL SHEET 3 OF 3 Y _ - DETAIL -.� to �Q SCALE: NOT TO SCALE . . DETAIL �sse�' �� J (NOT TO SCALE) N T TO SCA • • ' ( 0 LE) v T : - - � SHEET 10 OF 10 � SINGLE GRA E - . . ' UBLE GRA �' DO TE •. AUGUS 14, 2015 z � . . • ,. / - — - __l _ __ � - _____ - - --__ - - - -_ _ _ ___ I - ---__ I ... �,T 1 �! . . LIST OF WAIVERS REQUESTED CLERKS CERTIFICATION ON THE PLAN 1 W � ,, :SECTION IV A.1 .f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY DATE: __________________ . � P��G� � �oyAs (230) FEET FOR CURVED STREETS, AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS " s 0�`� ��J� N 90�'0� SHOWVfv ON PLANS. OP�� Wo HEREBY CERTIFY THAT THE NOT CEKO FAPPROVA OF THIS PYLA� BY P Q& �y � H UIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 FEET IN S m �,o 2.SECTION IV A.4.a WHIC REO �, c�RK SrR ��P+. LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN -' e o er � .THE PLANNING' OA HAS N RECEIVED AND ECORD D A HI OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY i ��' ON PLANS. - DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. Q ' . =o .. 1» , ,. s _ 3.SECTION IV RIGHT OF`WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 � ' � r '`F� CALIPER, 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW TWO (2) TREES PER LOT. ----------------------------- . �G,� CITY CLERK F ,. , _, ' ' �� NOTE:. THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. -� / fi� . . � : .. . : � ,. ;% A"oRl� LOCUS :�`; / �'�. / � - lY1 yN �//" " •� :. . .. : S TI THAT I HAVE CONFORMED f . - DEE - - STIION y _ - EPARING IS PLAN. PR TH ;. VICINITY MAP - 1 =800 f ,. • WILLIAMS & SPARAGES LLC JE / ANETTE H TORION ALFRED & JOAN • � FR N 7-0008 0 ANCES� LUCIA 0 j 07-0007 SLEISON �E' GEORGE M. & / / JOSEPH & / NOTES: - � I I H LOUISE P / PAUL, PAULE TT G -0005 G rn JOHN & SCO / ALL FAL 0 LORRAINE M. _ � 07 LEBLANC / AGNE TRUST/ . ICIR & ESMA I - 004 07 0003 -0 6 HY E E � . 1. .VERTICAL DATUM UNKNOWN (SEE NOTE 2) / 07 0 07 07 S N SHI / WILLIAM M: • 7-0002 . • ,. 0 MONROE, JR ESAM Y. . . , . - I 008 . _ - 07 2. EXISTING PROPERTY BOUNDARY, TOPOGRAPHY AND .UTILITIES-ARE AS SHOWN ON THE ` .. � - 7 6 ABDELGADIR . . 0 0001 Q PREVIOUSLY APPROVED DEFINITIVE SUBDIVISION BY THE . CITY OF SALEM (MARCH 3, 2008 - RICHARD L. O'DAY ' U .. DECISION) ENTITLED "DEFINITIVE SUBDIVISION PLAN, . CHAPEL. HILL, SALEM, MASSACHUSETTS .� � 03-0137 LEGEND OF SYMBOLS AND ABBREVIATIONS DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, 2007 BY EASTERN LAND SURVEY. � - . W M NITORING ELL W TLAND RESOURCE AREA BOUNDARIES WERE DELINEATED BY WILLIAMS & SPARAGES. `�" 3. E �Yo 0 - - .RE HYDRANT � � . .. 2 3 F 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR .VERIFYING AND DETERPVIINING THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN oN . / 4 OPEN SPACE 1 WATER GATE �� . THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE (=NGINEER SHALL BE NOTIFIED IN � � - 1 WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND JEFFREY M. : . , . . APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITH THE WOR K � & ELLEN T. 5 TCH BASIN RAI . . ROGATO �O 0 D , . � 2 �qN� _. TILITY LE 0 0046 5. TRENCHES .CUT INTO EXISTING PAVEMENT BE HEAT PATCHED. SR w p . - � q u 0 6 H LE � � 6: ALL WATER MAINS SHALL BE 8". DIAMETER CLASS 52 CEMENT LINED DUCTILE IRON � ' � 13 LIG T PO (C.L.D.I. ) UNLESS OTHERWISE NOTED. LF � . AIN NHOLE , . 4 7. ALL GRAVITY SEWER. LINES SHALL BE 8" DIAMETER SDR 35 PVC PIPE., 2GF ,� DR MA 0 WE ANHOLE 12 5 1 � � 8. �WATER AND SEWER SHALL BE CONSTRUCTED WITH A .MINIMUM HORIZONTAL SEPARATION � ONC - CONCRE E . ,. - T '. .. OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED � 1 6 g 1 O � 1 8 � c = WHERE WATER AND SEWER LINES CROSS. SBDH STONE BOUND DRILL 9. ALL .STORM DRAINS SHALL BE HIGH=DENSITY POLYETHYLENE PIPE (HDPE) UNLESS 1 7 = FOUND n TRAN 2014 FND OTHERWISE NOTED ON PLAN. T = EEL CHAIR RAMP REALTY TRUS WCR WH �� 06-0019 / - 10. MINIMUM PITCH FOR ALL DRAIN LINES SHALL BE 0.5% �� 8 N/F = NOW: OR FORMERLY ALF _ 11 . ELECTRIC, GAS, TELEPHONE AND CABLE T.V. SERVICES SHALL BE INS>TALLED . 2G �� OD 0 ROD C' RDANCE WITH THE APPROPRIATE UTILITY AGENCY (HAVING � TADEUSZ 1 9 N ROUND IN AC ,O SALEM iR IR N U DERG TREE JURISDICTION. �-f�, 4 & JOANNA I 25 BARCIKOWSK 2 CONSERVATION . ., � �2 06 0017 50�� Co6M0o1oN EXISTING CONTOUR _—.. 12: STREET TREES SHALL BE PLANTED AT TWO (2) PER LOT UNLESS OTHERWISE NOTED ON �f s�o ,. �R/p�F � - 1D4— PLAN, SEE REQUESTED WAIVER. � 2 �C� R ---- ,�----, ,� --104----- z 2 6► . � . F _ POSED TOU .; 20 13. FIRE ALARM BOX INSTALLATION AND LOCATIONS SHALL BE .IN ACCcORDANCE WITH THE ( ) - - - - - . \ 23 GE F VEMENT - - - - - ED 0 PA -EP- REQUIREMENTS OF THE CITY OF SALEM FIRE DEPARTMENT. \ NE I ZNELI RB 22 VER L ANITE CU 14. TRANSITIONS FROM THE PROPOSED ROADWAYS INTO DRIVEWAYS SHALL BE MADE USING — . � ' � 71 E 0� - TICA GR VGC / 21 — . RADIUS GRANITE CURBS. OPOSED SI FENCE : • — . : 15. STREET LIGHT INSTALLATION (TO BE SHOWN AT A LATER DATE). SHALL BE. IN � � NATION - OPOSED SPOT ELE • ACCORDANCE WITH THE CITY OF SALEM DEPARTMENT OF PUBLIC WORKS, OR, OTHER . . ' ; A PPROVIN G AUTHORITY. 148. .. . . . . RFACE FLOW DIRE ON 16. THE SUBJECT PROPERTY DOES NOT LIE WITHIN A SPECIAL :FLOOD .HAZARD AREAS SURYA &. NNUAL CHANCE FLOOD AS SHOWN ON ISABELLE wrRYo . (SFHAs) SUBJECT. TO INUNDATION BY THE 1% A _ . 06-0015 FLOOD INSURANCE RATE MAP NUMBER 2500900531 G• MAP REVISED JUL1Y 16, 2014. - - . - ' : 17. PROPOSED FOUNDATION UNDERDRAINS SHALL NOT DISCHARGE TOWAIRDS THE STREET. - - . . .. .. � .�� , � � � � � � � � . . �� .. � .. � .. � .. � � .. � .. � � ,� WR � �' � �•��OF MRS OPE SPA E 2 2 . . ►� . � � EAL � sq N C � . .�. �yN , . - EEL MJR. �, .. ,� � B Gc U LAECIVIL � ,. � � � J. N^h"1G& .0 9No 6130 2 41 a� -!�T FG/STEP �Q'. O �►�;TY D ELO. ,Ac DE �: COM. � _. : .. , . . . 1 , . ,. _ . . m CITY OF SALEM � - . PLANNING BOARD � os 000s _ ; � . � hanges o. .. . � . .. . . 3 No c to this sheet - ---------------------- 9 � � _ 1 Lot I nen18/19;tLesendeNotes 9/4/201 5 1 5 , .. o : . - . DATE g r7 � - LYNN SAND & � / o , INDEX AN STONE P L C/0 AGGREGATE . INDUSTRIES n n ------------- 012 06- 0 ' : 10 . � THE S . . LEM, MASSACHUSETTS : ;. , WNEQ: � �. BARBARA DRISCOLL ET AL . ; o . � ------------------------ ._ BNNA MAC0190AD E � • . LC CERTS 36055,36056;36057 �,'• � ------------------------ APPLICANT: PLAN SET INDEX o ►RAGES v ET ENGINEERS � P4ANNERS � SURVEYORS --------------=--------- , . LYN�A MAL 01905 E SHEET 1 . INDEX PLAN o, � 189 NORTH MAIN STREET •� . . PROJECT LOCUS: SHEET 2 - 3 : DEFINITIVE PLANS I � ------------------------- CES: CLARK AVENUE SALEM, MA ETON, MA o . PLAN REFEREN suITE 1 7159—B ASSESSORS REFERENCE. NE: (978) 539 8088 MID r �, _ 1) LAND COURT PLAN � FAX: (978) 539-8200 SHEET 4 5 . DEFINITIVE PLAN �c P R 0 F I L E S -------=—=—=--------===— : 59—X _ . MAP 6 PARELS 7, 8 & 9 a _ : LAND COURT PLAN' 7159-2 � 0' 40' 80� 160' 3) SHEET 6— 7: TOP 0 G RAP H I C PLANS :- 4) AN UNRECORDED PLAN ENTITLED °'DEFINITIVE SUBDIVISION PLAN, CHAPEL. HILL,. SALEM, Y INDEX HEET. F 1 DATE: ___________________ MASSACHUSETTS DATED JUNE 28, 2006 REVISED THROUGH OCTOBER 26, 2007 BY . ��- � . . _ SHEET 8- 1 1 : DETAIL SHEETS � SHEET 1 OF - S M A Y N G E RCH 8 D S 0 SALE PLA NIN BOARD). LAND U E N AUGUST 1 2015 . . ( 0 . . . , : . 4, :� � w .. - __.. __ -_.-__. _ _._ I - .. _..... _ _. ... ._.__. .__.-_____.._�.... ___._'__-_-�_�......L __ JEANETTE H. .TORION - GEORGE M & / JOSEPH & GAIL L. FIALHO l 8 07 000 ALFRED & JOAN 07- L ISE LEISON PAUL, PAULETTE, JOHN 0003 LORRAINE M. FRANCES LUCIANO / \ 07-0007 OU P. S / / -0005 & SCOTT LEB NC AGNE TRUST & NESHI 07 S � US ILIR ESMA HYSE 07-0076 07-0004 07-0002 :WILLIAM M. MONROE, JR. - � \\. . : • . �h / 07-0086 ESAM Y.:. ABDELGADIR I 07-0001 Q \ S85129'1 0"EU / RICHARD L. O'DAY 951.48 / I 03-0137 J ' 1"E 7 DRAIN 1479'24'5 X07 f_ 1 \ 114.09576'0 7 \ 103. EASEMENT 07 62 • / / , .. \ 10.31 w OPEN SPACE 1 - . rn S66'1 , / ��p�P� r' s \ LOT 2 oo S3"F AREA= 168,388 S.F. In O1 � � S �y �' \ �Q LOT 3 88 i 1 .CERTIFY THAT I HAVE CONFORMED / ��. ��, �.o Q � Q 7,697 S.F. o S .(44,100± S.F. WETLANDS) , WITH THE RULES AND REGULATIONS 7,412 S.F. 49.42 o -'O o OF THE REGISTERS OF DEEDS IN N86'40'01E �\ �o �\ 3, " o PREPARING THIS PLAN. G 1� o `fli, \ `26 166 4 --22'() N Wh 560• i 7' 44, =165.00 L_ 48' LOT 4 2� =1 sL=65.6R5•030 o 11 , . . 7 F J S0 7,805 S.F. WILLIAMS ILLIAMS 8c SPARAGES LLC lb ° \ O 8.165 01"ED `.� �� X34„ S81'S W N86'40' S66. a8 LOT 5 / SR .24 ,74 4° p 15, 15 E 50 50 5. „ - - - - - - - _ _ 7,421 S.F. _ o 8'162.92 3£ 79 74 A O 31.71 E �� L- 1 L-45 4 00 �� 1°Q 00 � j •.°' /,� - - _ - - 0 N&6'40'01 R_ 0 sr\•. 'y o JEFFREY M. & ti°' s �' 4 _ 0p a ' 107'2 125. Z ELLEN T. ROGATO \ 9 o , 20'48'39 4 Ss6. ��/� 77. /.^�° 100-01, UTILITY L� 175. °55 > 1S VS 8 r6'* ,12 1 S S�� 6 ''� h' •6 02-0046 \ EASEMENT R' 535 3 F 3g 7A 2S" 000 s��s�\ 000°•�� W 7000 110/10 O rn 0 DRAIN ROADWAY o° "�, 1 . : �� ','`��'� " \ S9,2S LOT 6 / EASEMENT \ EASEMENT 110, 0°� .. °o., ` \ LOT 13 ,N �� 03 S.F. o \ s 9 147 S.F. � ^ 7'2S66- /0 \�� X56 .��Og•ti� , \S0. o L 4 P. SO °. \ O S z �� O �9 2 � rel. 6Q °�. O h \o, \ s 0 R�3 13 22. o ' e �0, o s66• 23 4F s\ �. CITY OF SALEM o° % ti s, ��•. 12 433 1 F. a. .5 09 0 ,° 1S• 0 70 PLA ". \F 7 �'• 90 2 Oj., . � �• tij O �1 �� F 1 NNING BOARD 1 G � $o• , o� 0.6e�\ ��, ��.. \ 'os ,� � ��80. a��'�3�A8 oo �,.��9' �°c w�o`P 2. S66.� - \ 2 0 S 2 P \ O°O A'• �� 2.g6 6 71 _9p.0 �� 1 LOT 12 F _ \J \ LOT 15 37 0 52.. O �04 F S85'38 4i'E 191.54 g 42 E = 11,127 S.F. .w \ �"� �9 LOT 7 N7�3 N \ ------------------------ R 30 °°p, p0°° J' \ 15.46 97.53 " 0 . �v L=4712 1 o \ a , 12,973 S.F. h S85'38'41 E 78.55 0 =��\ �, 7,296 S.F. s E M� / oh N 85'38 41 O 00"E ,h^ N 38'41"E S`�r, : •'S °g;6 �o° \ 1483'38 �•/�� S85' h p O. 56 13.45 S64, �`� /�h n rn� No h o DRAIN F` �- -ti 0 .cv °j S6 S8 � s.S'09 Q !u m ° 42 s3 4'0 77 sr R 2 2 pD o o : EASEMENT ' / 230„ S�S4p1 �\,23�06. o N J co z Z ------------------------ LOT 8 I LOT 9 LOT 11 EAs s o w i F �o �5 F Q �' w F w o 0 3 • 6 `� 7,994 S.F. ^� 9 ,370 S.F. 6,7918 S.F. ri. n _ _w ° h LOT 16 0 ' o /_ Q 00 `� �° 5 s F ��, °2 ao a LOT 10 o Lr S6 0 6 0 = w' 10,24 ,,� Q oS2> ,i, 0, r�; o-, o v> � 'o 0 24 4� �! O v� � . 3 "e - -, O ° N 1483'38' 78. 40� ry �. o o h -61 �� ° V Z 6 782 S F �� \,Q N ry 5.000 \92)07 ct p rw _ ------------------------ "� o ry DRAIN �2 � •° ,� R � EASEMENT L�20 23 13'17., = 2 o 0 OS p \ _`� �•^� soh ��S 6 J�07 = 0 15'58'0 2 �,22• S.3 co°j F �"� ^�°�' R2 ° 0 R ==75.24 D=91'30'15" o • 0" ,4 3p 89, 4 --9,2 ^co N v 34 F LOT 17 �. a o 2000 R=2 ^ N d <�S2j0 g•4 0 00 1 ,1 " = o 0 o o ------------------------ �� DRAIN 8,233 S.F. 21,E 70. 7 4 R, 23 : L 79.85 coo .729)`00 R=1 1 R--2jo 5 4 21'1 O z c° m of 9' 4 R 50.00 rQ v�/i 4 30" 62 p EASEMENT Moi f h� A0? -270.00 Ra230'ls•. 04 8$'0 R=50.00 / 00 2' / 8 =25'25'16- d 0 �OD`'��O� ��6: " d L�30S 0 =1 9.54'22 rw ------------------------ Q F hry � 2 0 ' oc;� •�oh� d=11'43'12" d=25•25' --3,5_38 $ ,n S84'21'S9"E 0 R=270.00 R:-23016' . --2,30 265 E S p� �5 �6 = _ .00 .00 �% 25°p 6" _ R, 5,o S S64 82 84'21'59"E �6• 8.'9847- 09'45"E 9 " 8.91 " 7� ------------------------ S84'21'S9" 56-40 L 55.23 L 10 O *0,5-- 74-27L_ 47 p5 4 0 2.os a 1, -1 6 5 E rn TRAN 2014 S4 hrw S84' 4 ,A `�A R_ 01.80 4,11, D' 1485'09 z 89 F / �w 21'59"E 206.43 LOT 18 ��? . D 230 00 R�277724" Q\ = 2 REALTY TRUS� �,v� o 001 & ��2 / N '_� L 0.12 o S 80 5'21'3 ' 0• - t 11,644 S.F. _ �.•o° 9' k�oo " L�S3 0o 2�. ------------------------ 06-0019 TADEUSZ o�w ;� R 230.00 " �0 A 20 3• 2 _ to =o'01'48 A9s �-�.app�g �2 560073•, JOANNA •20'37 p G BARCIKOWSKI L,i30. 3 0, X10 0 J 06 0017 � / LOT 19 R 50.00 O �. D � / 10,498 S.F. w� `° ►. d,23a o co o ° 12137 50 5 3003 M SALEM ryh� / LOT 24 DATE �O w�� .W IR 112.22 o r ------------------- N 12,636 S.F. 0 8,50 0 0�, CONSERVATION / 1 c, L, o N�, COMMISSION S84'21 53„E.. .. �' ,i •� '--' .4 -- �4.9s o^� 06-0011 9� 99.76 SD e ,'1° " l co n co Q 85 55, U') f �, LOT 25 0 ° N 25.23 0 74 T �� ° 7,904 S.F. o rn� 3 �. g o O V S R 3> p0 ° �r PLAN REFERENCES: I f i �� Q a.�'2s 65 �9 ��o 0 o z 8, z o u do O / v� 232 00 01 goo $ . (� cF o- 6 55�. z o a 1 LAND COURT PLAN 7159-B `� �� < < ��w " 33 �. 6k:�e 'o >•. 1� LOT 26 2) LAND COURT PLAN 7159-X ° <�'� �Qo`�.. 21°°6 1 ,,�h �go,2s F ,�ti�.° S82.s 7,853 S.F. c } / °0 q 10'E I o ,o ry _, Ls oo css �'4 25• D lJ �g 6 :n 3) LAND COURT PLAN 7159-2 -� / N� o��o s 81.05 4 AN UNRECORDED PLAN ENTITLED "DEFINITIVE h o zry LOT 2O ��° - x,145 p0 LOT 23 �, rn. w L 5.21,04" SUBDIVISION PLAN, CHAPEL HILL, SALEM, h a / 14,709 S.F. ate: L_25.46 8,251 S.F. S6S z MASSACHUSETTS" DATED JUNE 28, 2006 REVISED h� �/ oo/ �' cD d' .tio 4135., ' THROUGH OCTOBER 26 2007 BY EASTERN LAND / ? �h' /� L=46.69 R=145.00 �°' ,�60 953 F '� / - 0.00 �s: 7 z - 5p LOCATION R SURVEY (SEE MARCH 3, 2008 DECISION BY / aw ^� •„ 8_55.3, 0�=10 „ moo. ss �' �- SCALE _ 69 �� 'S / =63'25 53 =4'13'21" yoo �gO g�� NE SALEM PLANNING BOARD). 30 / / o 'v°� �'' �� `� - , ZpNE LI LOT 22 DC, 0 LOT 217 ,630 S.F. - 4 e% p 1 . 31 "F %;� 1 cNv 0 r� 9,04 S.F. - kjry S6 92 �^ O �`o co w ry' 4• , a`1' 0••37 `°• - 107.14 ❑ DENOTES A GRANITE STONE BOUND a3'46'S3'E N - o WITH A DRILL HOLE TO BE SET. w - � CLERKS CERTIFICATION ON THE PLAN a 224 S3 �/ t:J83'46'53"E 119.97 .h o 227 "F 1 N N83'46'53"E 05.37 •83 m DATE. -------------=-=-- = ry 21.74 . 1 : a hry N\ I, CLERK OF THE CITY OF SALEM, D0 : �1 a HEREBY CERTIFY THAT THE NOTICE OF APPROVALF THIS 0 H S PLAtJ BYDRAIN 3 No changes to this sheet 12/07/2015 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS / EASEMENT 1 N 2 No changes to this sheet 11/10/2015 OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY SURYA & w \cfp�, 1 Lot line 18/19; Notes 9/4/2015 r; DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. �� ISABELLE WIRYO ,�o N \ NO. REVISION DATE .� 06 DEFINITIVE PLAN CITY CLERK N \ j/ NTHE WOODLANDS SUBDIVISION d \ \71.48 cn 3 SPACE 2 SALEM, MASSACHUSETTS OPE ' 741. k°// �, 6 �6/ = 35,07 S. OWNER: 0 / LOT 27 M BARBARA DRISCOLL ET AL / 1 S.F. WETLANDS) 0 F 47',99 (47,500± 1 2 S.F. o 18 WALLACE ROAD o z LYNN, MA 01901 N oLC CERTS 36055,36056,36057 WILLIAMS Y RESIDENTIAL RESIDENTIAL - LIST OF WAIVERS REQUESTED . ' L a ZONE: ONE-FAMILY INDUSTRIAL N - AM Y 0 E F IL • APPLICANT: . A� / (R1) (I) (R1) CLUSTER 1 .SECTION IV A.1:f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY ET �N GES ENGINEERS i PLANNERS � SURVEYORS 230 FEET FOR CURVED STREETS, AND IN PLACE THEREOF, ALLOW THE ROADWAY T ( ) D LAYOUT AS LYNN,A MAL 01905 E o MINIMUM LOT FRONTAGE: > 100 FT 150 FT - (NONE) SHOWN ON PLANS. 189 NORTH MAIN STREET PROJECT LOCUS: o MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) .OPEN SPACE CALCULATIONS: SEAL SUITE 101 2.SECTION IV A.4.a WHICH REQUIRES CUL-DE=SAC STREETS NOT TO EXCEED 500 FEET IN TOTAL PARCEL AREA=750;538 S.F. `��~S�OF �Ss90 CLARK AVENUE SALEM, MA ETON, MA 01949 MINIMUM LOT AREA: 15,000 S.F. .40,000 S.F. ' NONE MIDDL LOT COVERAGE BY BUILDING: 30% 45% ( 30% ) LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN MIN. OPEN SPACE REQUIRED = 150,108 S.F. X20% OF TOTAL) o�� REFERENCE: PHONE: (978) 539-8088 ASSESSORS a (MIN. OPEN SPACE UPLAND REQUIRED = 75,054, WHICH IS 50% OF OPEN SPACE .REQUIRED) ` FAX: (978) 539-8200 > MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT. 35 FT ON PLANS. PEER M. MAP 6 PARELS 7, 8 & 9 BI.AIS�DELL, JR. � PEN SPACE PROVIDED S.F. No 50196 0' 20' 40' 80' MINIMUM FRONT YARD: 15 FT 30 FT 15 FT 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET TREES TO BE 3 (OPENOSPACE UPLAND PROVIDED 3031188581 s.F.j A9 P" DEFINITIVE SHEET 1 OF 2 MINIMUM SIDE YARD: 10 FT 30 FT 10 FT CALIPER, 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW TWO' (2) TREES PER LOT. °��ss�O o MINIMUM REAR YARD: 30 FT 30 FT . . ...30 FT LE' 1 =40' NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. , SHEET 2 OF 1 1 AUGUST 14 2015 G w J N • i 15.46 S85i 38'41'E R_3p 000° °o° � \ 11,127 S.F. •� � � ��' �� 12 973 S.F. ` 's•• .w ��.,, , �, 4j.12 �� ° � Q\ "° ,` h � �• � `n 7,296 S.F. co S85'38'41"E 78.55 � o �'� /0� r'�p'6'\ �-�- , �h n`V /�= h ry � a � .o ---� .__'' S85'38'41"E .,6�° 5�6� �Oo \ Ng3'38 00"E h n'/�� h ��, .o M� 'A�``A �`� rn � ... ---� � o �' o �g6 0 DRAIN 13 45 S�4� =N a/� _� rn� 64S '; \ _�"� � °�� Aspo R\\2 : _ °' ,.�� 0 9 0 ' �` � � EASEMENT �\2 5530 F. /_ �°��Q�� r� �30 � ��p �\,�3�06. LOT .8 �� o� LOT N ��. -� LOT 11 �� z Z o � / � � o �.�o F ,�, �' o0 00 3s•.. 6,370 S.F. �...P .P 6,798 S.F. 1 � r. � w �, � 7,994 S.F. � Q� ° - __,_ 564• �� o� h � o �� ry LOT 16 �.� a� .eo -- ;� oo LOT 10 °' -, o o:w rn Q o N,o N83'38'00"E 7 46� =N �� h� � � 4�� p• ro Q 82 S F � N �o° 8.24. :3 `° � 10 245 S F �. � ,p c*i „ o� o � A M �o >oF ryh � DRA(N S >2 � o ,� �>'0 op �\2>3�' 2 `� 6,7 f� ^p W � � �o S = EASEMENT 644S�t2 \� N �W h `S�'� x'96 p p5t�., C\ �=X2.13, y � rn� � ^ o _"'-- � j;°' 0 64� �30 F � ? ^� � ��"' >g° Ra 200 0 R=230.0017� �L-1755802,. . 2 p_91'30'15" r� o w �� r�o,0 3�.33p F �°' ?� ��' LOT 17 �� 4�4 ?30 p 0 L=89.20 R=270 00 d '9.' L=79.85 �i�o c�coo 'n � a `O o.0 4 `� � rF. <� 9� 0 9 4g• 0 L_i R;44 S5J4" a ` R-1.12,3 h R=50.00 oM ��o N • U v�M� S64b5 564 ^ EASEMENT 8 233 S.F. 4 �2,j3 O 2 y 19.79 2j0 L 23p 0 L=95.9 Z II ^� � _ ,� o� g0 0� R=27 '00 R, 6' 02 U / � �Q rr � 0 F- 62 3p.. �h�� 28,, � 6, d=25. 0.� n Ca 30.0 ' 4. -R= 00 d�r� � � 0 F h� �a o'y <� �� 25�6 30 525, d-109 54'22" w 3 85 - '0> � 795 O � ,� - / 0 S84'21� °' �`.''`so � .•�5 = 1'43'12" d=25 C,3 ---._ 9,0,0 _ 0 � ^�• � ° 75.82 9„E S84' � ��1�0 6 = R=230 16 R,23•3 D,26 5 p � f 21 59"E --- �`L � =55 - 0p " da 0.00 ,25� „ 2 � 1 S y S6 . 0 84'21'5 Fz ��6 2.05 848.4 5�p6 0 56 4 E D L 10 7 R 5 .8.91 �o s- R 270.00 L 3 4 9 �, � L=]0 60 45"E rn � i = l � z °G�� IRAN 2014 s e 0 ,� �� s84'2 'S9"E 206.43 74 21 LOT 18 °\�A�,�AR � �30.0p �2•]T24.. Ddu N85'09' o I i �- REALTY TRUS� ��_� --_ =0.12 0�o�0 5.2139„ ° 7 `4 O N � _ T & 11,644 S.F. _ �o° � L,533o �, >. �'�,0 06 0019 ADEUSZ o�� N�o� R 230.008" ;zoo .+� g. ,�� 0 � �3 J JOANNA �� / � �=149'20'37" N D=0'01 4 2 ,W ODLA D � 2 �° \2 Sp 3•• G BARCIKOWSKI / LOT 19 �_13000 cr � o .• A9 R°� t, asp . .ROAD I CERTIFY THAT I HAVE .CONFORMED _ S 6 0017 r`" rn � � D 3 2 ,. : - _ 0 R 50' ti^oo n/ 10,498 S.F. moo•^ - " R,2 � WITH THE RULES AND REGULATION a a o'/ � N, ^.^ � � a �o•oi°o p=128'35'03" � SALEM OF THE REGISTERS OF DEEDS IN h�o/ �^ °°` �r r��°` LOT 2�I• � 8 � R=5o.o PREPARING THIS PLAN. O °o,� .� rr w � �=112.22 ONSERVA 10 � ? y ��o�•�ti 12,636 S.F. �� w ^. R�o•oo oN� CCOMMISS ONN N w -001 1 ,- / S84'21'S3"E S ^o oQ 4=85598 y ��,�� -. D / �, o� � 06 9,0 99.76 O �� I� LOT 25 �O N� 5 37 II II N -o � 25.23 0 � v�' <� ° �°' 0 7 904 S.F. o °'� � �-��r WILLIAMS & SPARAGES LLC . I �°�- �j � //� 74.53 �O � 4�3:25�S ��°� ��6�° O SS . Z o � z `. �i 4 vv ?32.3 D�� '�' � � � 2 0 do �/7 ?2 / � ��/� 3 .. �`l-° •.°c�k`O�� F, ..:. . - // �� a�� /,�� <�� i��ti �,p,°o? >F �1 7,853 S.6F. � w �� p v' O< .1�06' , �; G ,� Sgt.9 0 �� • /•ry// ��o �s o ��.o�� F D,422�Op p q�J �� 61. 10"E �,� _ •� /NN/ ��o� .�° �._ R�18.40 0 81.05 � L 23 . . � .. � o �, � LOT 20 �.rn o .� �" P 1�21 OT - o�� a/ 14,709 S.F. aa. � ,� c i25.46,0�„ 8,251 S.F. - . 565,4. z �( O 13 / N 2 /. '� co L 46.69 sa 16�� 9531 5 F TION ;. `� �� /� �'` R=50.00 R=145.00 �.� `scs ,�F. LOC „�. r�/ L 10.69 •�, >_ED - '.. / o� Z ,� �/ L=55.35. p-4 13 �oo cs� �� SCA____ / � A 3 21 / � . . o- LOT 22 -�o• Q �� LINE �" 25 5 � I _63 3p / a 90, �: ��° ��. _ _ ZONE / � � � . 00 / 564. /a� y w a 7,630 S.F. � � �'"`o � _ �.- r^.' co<f- � _...-- N � °5;� , . . /��.o LOT 21 D o - . - . . .� . 0'F "�� cin 0 F -. �, 223 o�� 944S 92 • _--- N o0 ocV S64 OS 30 y 37 00� io�2 / 2 E 0 ,�._ 1 7.14 r ' o� s�� S6� o�l � Ig �� 83'46'5 ' ,. „' z ,. ,:. . . 22 1 5 3„ , h� 6 E p5 83 22.83 3o F �l N183'46 53 E 119 9 .37 ?ry ^ 21.74 N 4 7 1 N � • . . .. .. ' �� DRAIN N_\ - I EASEMENT �� JJ _ m� i - IS YO SURYA & ABELLE WIR ��o �` 6- 15 �� CANNING BOARD 0 00 �oti�'� CITY OF SALEM =�h � - �• . P - 5� �/ ,. � \71.48, �_ � � ----- ----- 23 ,.�2 , OPEN . :SPACE 2 . • � F\ \•63 N6�0�/ � rw - 35,070 S.F. AREA 1 _. � , \ ��. t � LOT 27 (47,500 S.F. WETLANDS) ', �,�� . 147„992 S.F. ' : 2 �:... o ----- ------------- . . :. �� N N --- --- O •, O' �"� co ,� � �N . ,W w i � _ - M t� . .. Z � ', _ io O ,: U •-� i `. � . .. � � � .. .. . � � N : ' '' 564. 5 ------------------------ a 9 2� w `� ,. 287 - . '73 `n r,� , . o� . „ . . TE. . . -------------------- - JAMES E. CONNICK - 06-0005 . �I � ND O DENOTES A GRANITE STONE BOU I; RESIDENTIAL - / WITH A DRILL HOLE TO BE SET . .RESIDENTIAL �' ZONE: ONE-FAMILY - INDUSTRIAL ONE-FAMILY � (R1) (I). (R1) CLUSTER � S8p•�5'4s s8o•26'03'�E i d _ 523.17 �� 347.30 � . MINIMUM LOT FRONTAGE: 100 FT 150 FT (NONE) E � MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) � / - 3 No changes to this sheet 12/07/2015 2 No changes to this sheet 11/10/2015 MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) 00 45% 30% LYNN SAND & STONE 1 Lot line 18/19; Notes 9/4/2015 LOT COVERAGE BY .BUILDING: 30% : C/0 AGGREGATE INDUSTRIES NO. REVISION DATE �, � MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT 06-0012 - ... � MINIMUM FRONT YARD: 15 FT �. 30 FT 15 FT MINIMUM SIDE YARD: 10 FT 30 FT 10 FT , . ,.T D �� MINIMUM REAR YARD: 30 FT 30 FT 30 FT HE WOODLAN S SUBDIVISION : CEM, MASSACHUSETTS 3 � SA r,, OPEN SPACE CALCULATIONS: OWNER: � . . =750,538 S.F. BARBARA DRISCOLL ET AL TOTAL PARCEL AREA ° - MIN. OPEN SPACE REQUIRED = 150,108 S.F. (20% OF TOTAL) - 18 WALLACE ROAD �� LIST OF WAIVERS REOUESTED MIN. o�EN SPACE UPLAND REQUIRED = 75 054 WHICH IS 50% OF OPEN SPACE REQUIRED LYNN, MA 01901 • ID ) CLERKS CERTIFICATION ON THE PLAN . OPEN SPA PR V D = 303,458 S.F. LC CERTS 36055,36056,36057 ( C E E WILLIAM S Y 1 .SECTION IV A.1.f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY (OPEN SPACE UPLAND PROVIDED = 21 1 ,8581 S.F.) APPLICANT: o DATE: __________________ ( 3 ) FEET FOR CURVED STREETS, AND, IN PLACE THEREOF, ALLOW THE ROADWAY LAYOUT AS . . 2 0 NSD REALTY TRUST SPAR.A�'�S o SHOWN ON PLANS. . N I, CLERK OF THE CITY OF SALEM, .DO 76 OAKVILLE STREET ENcwEERs � rcnNNERs � suRVEvoRs HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY � LYNN, MA 01905 •� : • - 2.SECTION IV A.4.a WHICH REQUIRES CUL=DE-SAC STREETS NOT TO EXCEED) 500 FEET IN 189 NORTH MAIN STREET 3 THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS � PROJECT LOCUS: o LENGTH, AND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR, ROAD AS SHOWN PLAN REFERENCES: SEAL SUITE 101 f � OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY ON PLANS. ,. DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. .�NOF�nq�, CLARK AVENUE SALEM, MA MIDDLETON, MA 01949 �, . 1) .LAND COURT PLAN 7159-B � o�� °ti�N C - 8 3 ASSESSORS REFERENCE: J PHONE• (978) 539 808 . 3.SECTION IV RIGHT OF WAY IMPROVEMENTS POLICY .WHICH REQUIRES STREEIf TREES TO BE 3 � 2) LAND COURT PLAN 7159-X - � p��,R J MAP 6 PARELS 7, 8 & 9 FAX: (978) 539 8200 a' _ __________ _ ______________ CALIPER, 30 FEET ON CENTER, AND, IN .PLACE THEREOF ALLOW TWO (2) 1TREES PER LOT. _ � �No•5Ut96 "' O' 2O' 4O' 8O' _ _ 3) LAND COURT PLAN 7159 2 DEFINITIVE SHEET 2 OF 2 r' o CITY CLERK 4) AN UNRECORDED PLAN ENTITLED "DEFINITIVE SUBDIVISION PLAN; CHAPEL HILL, .SALEM, .• •�,� �e�4 i v NOTE: THE APPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. MASSACHUSETTS" DATED JUNE 28 2006 REVISED THROUGH OCTOBER 26 2007 BY o�ss�° o N � EASTERN LAND SURVEY (SEE MARCH 3, 2008 DECISION BY SALEM PLANNING BOARD). . SCALE: 1"=40' o - . �t.lt 'II !J - AUGUST 14, 20� s SHEET 3 O 1 1 F w � . J i, � ", � .. �' __. _ _ -. _ __- l_- ._._ _-- -- -- _- - - - - _ I _ __ SEE PROFILE SHEET 2 .1 , t,Mrt ,o o ��,,,,, ut, , �! 14j o '44. I CERTIFY THAT I HAVE CONFORMED . . I�� s �\`� �/ // RIM=t4os \ �� \ GF- 1¢zS so' o M s 4 WITH THE RULES AND REGULATIONS �y 12' INV=136.08 \ o\ 5O� Z \ . �'P ` N./ 15' INV-135.81 �.\ 5 3 s O TF So, 14g i -2 QJ / PROPOSED SMH s, �`-// �o \ ' =21s.o5 O ^� C �� . . ... . .. . . OF THE REGISTERS OF DEEDS IN . . / . RIM-T.B.D. : , . �� rL`�p 2 R=165.00 F, sz N CE . INV=131.66 \ O y p cF\ 4S S s E SPA 1 . . PREPARING THIS PLAN. . �4� HYD. . , F1 ,�N . _ SQ O . \ R 0 RU OL . G i j 5 . SMH WG / G� �p E D+IN 12 I4sS '4B ST aCTU / -- . \ 2' HDP S 4.8 D Soy �O o ONTR . I im=136.7 �/ S .. `�O. . S I = �q R 12283 _ ------------------- . S / " _ WILLIAMS & SPAR G O ,8" LEVEL O 118.00 . __ nv.=131.44 ^ �JC \ h S � 9 PROPOSED FES . � A ES LLC 3 SEWER I . . PROPOSED SMH ,, �� " W e ^o TFC So, ,sus .. s" ORIFICE O 118.00 / . 0 5 3x ti�� C 8 ORIFICE 120.50 12' INV=114.00 5�0 8% RIM=138.33 - _ - - - ,°o. s >> '00003~ (;A- fQ S 12" HDPE INV.=,14.50 / `"- . INV=133.33 " - e� ,7 ,>p R PROPOSED 18' . . . ... . EWER . $ PVC S W 4+63.17 /s d ' O / INV=118.0 - . -0.5% 3 a-P SO' o ^30 ,5 / LEVE . . ` .__ CJ S°° g�, 3+63 17 t'C 0 . / ., ._.. (SET 122.5 L) . . S - . .. ° �Qo tix s ��/6�yo° .� /4.0 1 SFR�\ � 5 / . h D 121.5 - -_:___-'122.5 PROPOSED FES \ . . / \ G� \ O ^a R 14 .5 ssy �A . / . .. INFI j PION B 18' INV=122.00 PROP05ED SHALLOW ,a �� !. �a�' p 0 O. w 0' 3 �s s O / (H TOP OF FOREBAY=122.0 .DMH RIM 126.5 F�c.� x 5 v' o $ �/ 6 TP 4-2 E EV= t . . . . . \ 1+ T &Q , o TF i W ' ' TOP oCAD Pond IN 4 \\ . _ G 5 - S66,00 G REFUSAL 111'$ 144P1 41 SPILLWAY O 121.5 18" INV=122.58 . 30.00 ��1 5 1 1 003 11 T / G OF / TP 4A1 ELEV=120'1 / �j oo °�,I' CF g ss , r S BERM= eo1TOM�t2o.o \ HYD 12'. / TP OSt ELS(=13Tt 6" ATE t dj \1+74.18 �F �1 0 S �3F x C,, \, O 5��2 1 BOTTOM OF BERM122.5 NO ESHSMT OBSERVED . 6 ESHGWT BELOW 132'f GF 10� CFa ?0 w 14 00 0, -� S 1 8'L E 117.0 .DOWN 'rO-1.12 12 ,� \ .. . . 9�f y�0 '\ Qc �, GF% o �� 4, So 74)s o Z s�s W ` s �r-A8 S MERGENCY SPILLWAY ® 2s q A PPPL= \ . s� QO GFi °o \\ o. 5 o s ,� r: S 0 122.0 i2z.5 . O o + y s S 1 ' o o O =1 0- i22.F CTYP) . . L Q Q� ,x5 • A+� \ y9•\\ \ .390 0• 0 /q4 1 \ �9 1 ,l �oo� ° \ �Y\\ �3� FFA�S2 7 ' w ° L/ S 122 FOREg,4 T is•� \ �\ w\ �j � o „�0 s g . \ , \- ° �� \ 3 c s v �` X561�5�� P �x°° yh°�� \\ 'B"CoQ\ 40) t CA.- S S Q OCv � 0 � 8•.A` � C Y DPE \ . O O O O O O O O O O O ��o p O' \ F \ PROPOSED DMH 44 s SO' Q S 's.0 <� c s TSS 14 D . .. 5 -,��h \ \ RIM 137.0 . . ��354� w ,�tF �s 1 . . . 18 INV=1 - . . 0+30.00 �, �Q 32.54 0� oo s s` �� S a ) S ,4 \ . R_3p O0 �/ P <•�� \ �F�//,,�^0 \\ n- , ° •�ss�. "� cF��S' S° TS_137 13s.o . . 9 . Lx47'�2 c� O\�pq� H E co♦ \ �0, G� �p / = i .5 4p G'F��7 6.1 Sx°° y e,hb 0'F�JS Sss q . PROPOSED CB LT q A O R S , 7 s S o STATION=0+00 !�, /�°Q 0 V, ��F �\ �°<°O 13Z� \ �hy0 12 / 156 �BROp�sF� ss 0 S �Gv 2s xas� O ^0 SQ' 142.5 ! 140.5 0 t3?.5 O _ . RIM=129.00 . 6', O / / _ o . cF` , e �e e \ / -VP NVQ 1 6+05.72 O 4 TF=153. 50' N 12" INV=125.25 00 1Q"� 0mm � `>e��' 155.0 � / r Fp SF0/M 40 \ . . rFF' , s '� 143.0 0 0 = i3g 5�1 Aa• w �' U 132.5 t3 R F . \ GFS CF_151.0 0 .1F 0 0_ . A ' F /h �^ /v Ts 152.0 ''i K) 141.0 o S g. . N, �• �' �a3 `�� 2 s -� I 6 ° �fir`3 s o TFC 0� CF,13 O . . V ® ^moo . . PROPOSED L O /34,5 `- `N I v o GF-150.0 _ 0+00.00 ago ING WAL -- I \ � G'0' ',7 3 °000 5p�s 50' GF, 140 0 o GF.14� .. ... . . . • S .� 1. 0 50' 14s.5 . ' '. " E X365� E ` ` . ` 1$" ` -1-- �, A�S S 49.5 149. 1¢g 0 rp r r RIOPOSED SEDIMENT RETAIN PROP. 8 TAPPING OIL SEPARATOR WITH IMP Rvlou PROPOSED ' BARRIER TP 1-1 -1 5' : %., So,S? • p�C 8+23.11 14 .5 So, 47 5 STATION 0+40 23'RT S 9+72.49 . : SLEEVE & TRIPLE RIAMa-130.8 0 ESHGWT 95R`Eo N \ INV=132.75 s p� s eVFR R�119.7g . . L7 S, 27 g1 � p PROPOSED DMH GATES ,2" INV IN-124.88 PROPOSED STORMWATER MANAGEMENT WN T 125'1 N` �` \ `,., (SET LEVEL) .. 3° 4" 7x00 0ss9 0.00 48,g �65000 RIM-139.0 . .. . . 12" INV OUT=124. AREA [HydroCAD POND 78P] 9 .. . . . (SUBSURFACE INFILTRATION STRUCTURE) GS ` ` 6 404 W S 8 xg X8- e P C SEWER 9+34. 147,0 R �OQ�" 16" INV=134.5 . S=0.65% PROPOSED CB RT (40) CULTEC 330XL CHAMBERS K77>l S Ra PROP. DMH _� STATION=O+OO TOP OF STONE=125.94 �8. -7 6+95.29 GAT 23 = . -4a TOP OF CHAMBERS-125.44 TP �2 CEV=139'1 Spo : 1 / 3� �� fS tq 8+00-8 23.11PC ^ �a3g300 p " RIM 144.61 N85'09'45"E . . . -�7 2 NV'S -141.50 IN 8.91 . RIM=127.75 / I 0 -124.33 / NO ESHGWT OBSERVED FS �c1,v' W W----�-W W 9+00 R� 18"IINV=141.00 OUT 12 INV=125.25 4'o Bo1TOM o CHAMBERS-122.90 8 . �\ wN To 12s'f �o O D f BOTTOM OF STONE=122.40 9 G1 n �\cT oo� a W n- \\ O- & o m 6 WIDE SIDEW �W gx3 S,0 72" D 312" HDPE S=7.97' CITY OI SALEM . . .. . . .' yOG. / t U` \\ �. it - Q + v ti ° 7+71.68 L 55 200 L'102.o5 O4P 1 10+48.56PT �� P PARK NG AREA E s INFILTRATION BASIN 1 O O- � �� o R 5° � L=55.23 iia Oo to+oo p - PLANNING BOARD. . ��\s✓ H droCAD Pond 142P . . �-Ip �r ' .o cr o+18.12 c ® � - 0 . . . . . . . I r� (TOP OF BERM=136.5) . SEE PROFILE SHEET 2 . . . Nw o v 0±20.16 148. 37 W P OP, 8. 144.1 to+ss.o . . J ' . / BOTTOM OF BERM=132.0 . . $ 30 0 7 / ;r �� 0�0i w - .. . 8'L EMERGENCY SPIL Y ® 136 0 OL STRU RE h Q ,5a� o R_2jo.00 WA'FR q- a q ------------------------ 0 0+23.33 . / LWA PROP. CONTR CTU �o o p 5 s .. soo <. Her 10+83.75 IM- 0 5 h ��° s- .. - . . EXIST. DMH---' - TOP OF FOREBAY=133 0 4" ORIFICE ® 132 75 �r a F��,�R�pO ^�^ 9+83.30 2so R a ks W GArf . . . . RIM=124.16 . o�P�� % " rr F 1�� w T SO £OGG fR . . . - D 142 50 . INV=119.3 / BOTTOM OF EBAY=131.0 10"OOR G F`�4�1 488 ------------------------ 4 L SPILLWAY 0 132.5 IFICE ® 134 00 G o 0 ." /�$ �� FOR IFlCE ® 134 50 I�'0, F hp 5 27 cF\ ;� . . .. . 12" RCP INV.=131.50 . . �5a x49 0 0 . . . .. . . . . . . . _ . . . -� . . . .. . . . SQ• 'so i So.00 . . .. 2 . . . '90 ' .. n�� 1htih 24 '4 'S i 12,2 . .. . . . . 3 F . t � C : . I O� V� .. 153.0 C F`r�S2 o N --- -- ------------ LEGEND OF SYMBOLS AND ABBREVIATIONS \ - ----- - . y o O F�� 44S O . . - --- - . .. .. 44 25 w .G �\ So, 0 0 . . .. . . U .. MONITORING WELL . . � . ---�. \ 740 . . ----•-------------------- . . �� - . . . . .. . . -� / \ FIRE HYDRANT - . . /� /� �� . \\ . �� . \\`./ �// \ " ' 143.5 Z . \ \ 4 LV ------------------------ WATER GATE // • - • . _ 3° . . . / 26 / . . .w . . . . . . . . . . �; = w J o CATCH BASIN (DRAIN) ® .. SMH (Pump-Assumed) / \\\ . . Rim=124.56 / . v N./i & Valves vrs D ------------------------ . . ( ) .. .... . . . Ina Water ' ' le /� / \� UTILITY POLE �� RKS IFICATION ON THE PLAN \ _ �_ . . .. CLE CERT O . . . . . . .. .. . . . LIGHT POLE / �� \ \ . ♦ 1 ------------------------ \J �G / \ REQUESTED . �.. DATE: ------------------ . \� . LIST OF WAIVERS DRAIN MANHOLE D ' ' HyD. % .1.SECTION IV A.1.f WHIC:H REQUIRES A 'MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY (230) :FEET .. .. o . . .. .. .. . . . . . (, .. EM, .DO \\ FOR CURVED STREETS„ AND, IN PLACE THEREOF, ALLOW THE' ROADWAY LAYOUT AS SHOWN ON PLANS. ----------------------- SEWER MANHOLE S .. /, HEREBY CERTIFY THAT THE NOTICEKOFFAPPROVAL OF THIS PLAN BY ` \ / � , .o IN . . C - - LE GTH, AND . . /� THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS \ 2 SECTION IV A 4 a WHI H REQUIRES CUL DE SAC STREETS NOT TO EXCEED 500 FEET IN N . CONC = CONCRETE . ' / NTY �. \ \ PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN ON PLANS. DATE: . .. . . .. .. 0R I G F I NOTICE \ ------------------- FFICE AND THAT NO PPEAL WAS RE DU NG THE A IV I W SBDH = STONE BOUND DRILL HOLE //, DAYS NEXT AFTER SUCH RECEIPT AND REC D N 0 SAD E 3 CA TO LI . . . : . .SE TION V IGHT OF WAY MPROVEM NTS POLICY WHI H R U RES STREET TREE PER, . FND = ,FOUND // 3 30 FEET IONRCENTER, AND, IIN PLACEETHEREOF ALLOWCTWOE(2) TREES PER LOT.,S B . WCR = WHEEL CHAIR RAMP . .. // . . --=--------- ----- - 1 !1 IS URI PR ESS / CITY CLERK E. THE APPLI NT R ER THE RI 0 AMEND R •/ . \ NOT CA ES VES GHT T TH LIST D NG THE PE MIT OC N/F = NOW OR FORMERLY . . . \ _ . . . . . . . . . I \ . .. . .. . .. IROD - IRON ROD . . . . . . . . rn rn J \ . .. +-. .. . .. / vii n \\ TREE . . .. .. to N . . . . . . . J . . . .. . . . . . . .. .. ' . . . . . . �S tV\ . i w w r` io . TI TO R 1 O. �G +n z In N \ . EXIS NG CON U R , / rn r- p M M ,� . QRO�i .,' & .. tt. F-.. a to r . . P / .. . N�vi,j O II q O}' 1I q \ . . . PROPOSED CONTOUR -------104 ------- P, , O z st,.) Q p 00"t- .. . ' N o o E . . . . . , . - _ . . . _ _ . . . . >- . N / /QQo o Q 11 �1 a i-n a v~i Z \ cn z c6,,) m +m � x'�? .,� W n EDGE OF PAVEMENT --=-------EP- .. . / QR X P J �n ` a F�^ w rn n M �^ r- cp1 . . . . . P a - q to o N / . P � P .. o Z4 > to VGC . : / �� S ��z oo� z +Nv +�� M OPp E sEAL . D t- II W rn o o ao.- - OF VERTICAL GRANITE CURB : . . � - . N to o u ,: n o b z �tN Mq R a cn o_ . / � . 0 +�1`) • . \ \ �av~i� � ao-z V) 0) N 0o o . S;P Ss9c OMCD00 PROPOSED .SILT FENCE • • // / v to w \ o a a �'-- m' O J .' o ?ETER M. ti� . . . �i . . glr7 o prior Op�� . . . . av~iIX - OFII II o+ � � Q r) o . . .. N Q >> +1 = v = m BLAISDELL,JR. �`, DN 0 w II to II n ►- II \ \ Z noco II .- Nm+ O (za > o PROPOSED SPOT ELEVATION 14e,2s / / o r+o o zo z a Q II 1 \ . a �n _ `' �n II v o o v CIVIL / w e a- - a�FE- :'OO Zz w�n i>>l No.41613 / J 0Z� II ��N \ OQ�: x OtYO� Z ti � SURFACE FLOW DIRECTION // / :. . .C� . . a -Z a to E2 - .. \ a F;R � 0, o�- 11 . a 0'/ST A oaf . _ � DR 0 E TO BE 5ET ND . . ~ `" O DENOTES A GRANITE STONE BOU 0 . J Z 0 �� .-- WITH A ILL H AjER L . o w C• . . \ ~ -� 1 . . /� .. 2 o N oo � O zo�M / OSEO 8 � . -. S_ HDPE . aa > PR P . .' �O 0 Z o > > / / \ 1.69; 12" HDP E S 7.99,' � 2 HDP n. / =:7 Ion o w+�� ao o- z z a��? -- . \ S=7.9% \ �` . . \ / o r<i Ki z n° N 0 / +tOr� r� OO�M av~i� � � 1ST Z%. / . \ e 3 Peer review comments 12/07/2015 a . . . / C] CP - a F II m $�. .. . w : N w11to it II OQ . Y v, o o�' z z a s' / I- . . 2 Testpits; Infiltration Basin designation 11/10/2015 . . /+til - a P II - - O Q\C� / / . . � i � II co II Of9�N00 E / / Mi � cn �Z� � a to� - - ^ �pQ ,. =o. 596 � - 8" PVC SEWER S=os596 1 Drainage Design; Legend; Notes 9/4/2015 z // o� o- z / / 8" PVC SEWER S - / / NO. REVISION DATE in W . / , Q II �2 SEWER 3c WATER APP'RO RIGHT , > / // // a v t~/1 N / STA 2+83 SEPARATION ' VERT.3SEP.-4.3' 8" PVC SEWER S=0.659: DX `E� DEFINITIVE PLAN & PROFILE Q / . . / VERT. SEP.-,.7' 8' PVC SEWER S=0.6596 / .. . . N o o / / ._ / s�o � s' PVC SEWER S=0.65% . . - \ ; . WOOD LANDS ROAD . - ! . =o o �/ 8" S= . 59 - SALEM, MASSACHUSETTS . . � < to + N / / TO UTIE�/ . . . . _ _�� p . OWNER: \ . --1 BARBARA DRISCOLL ET AL 1 m N 0 Z N > / .. 18 WALLACE ROAD o= z� / U+� N 0- 11 � -- / .. . Oor- - O lI gN / . .. w II � 11 a 6/ / / .: LYNN, MA 01901 . V)z N > 5 60 6057 N oo- z �� / / LC CERTS 360 5 3 56 3 1^j rP p •WILLIAMS a0 9 11 - ; . 3 54� APPLICANT: � Y Y (aZ 5.00% - N D REALTY TRUST o av~i� N O VC S 500 VC 1 .56% 5 SP��RAES / Io O / OIIO to to O tC) O ) O O t` O t7 O O - et to h M - O M 00 00 "t �t O to - . On eF N , d• - O 00 to to O M to I N r, O tp O O 76 OAKVILLE STREET ENGINEERS i PLANNERS i SURVEYORS . a nCN O m � /� N �toh Oh OOM mN Oto Oh mO NN mM NM Wow CON - O rr OrM V) 00 pM O ;n � O ANN NM �M � IpM N N� -O CA � n r+3r � Cn to tn� OO oco NN O00 t0 '� �t O �OW mto � O NIh �t LYNN, MA 01905 3 NN ONN �, ,� to to t+o'�tsf ' tri to oto tr M o M � 0 4 N 06 t+i 0 � 4 In tri In t0 Ir, r- 0) 00 o ao ai tri rn � ai o 0 0 'o • • ��•- o •= �•- - � � � •=� t�� o 0 0 0�, o vi vi rnto torn � od � ao Ir) r r- to r r- �r: to .cc to O 0 N U 4 4 � 189 NORTH MAIN STREET / r) In r)r)M � ro r7 M �l M In M In u7 .4 U) � eo d• a7 sF d'to , co -* to "t r d• .- tD 't to � r to -- to r to r U0 to r Ln o to In O LO to to t0 Oto In n Ir) Lo to- � eh "t r) ro st ro ,t n sh n d• .4t to �t d' n't d' n � a• eF �r v d P R OJ ECT LO C U S o - I- - - v- � - � - � - - .- - .- - v- - � - - - - � I - . - - � --� - � - -- - - - - - ,-- - -- - � - - q- - � - � . - � - - � SUITE 101 MIDDLETON, MA 01949 i DATUM- / CLARK AVENUE SALEM, MA . . 125.00 0 00 /�/ +50 1 +00 - 1 +50 -1 2+00 2+50 3+00 3+50 -j 4+00 4+50 - 5+00 5+50 6+0 6+50 7_+00 7+50 _ 8+00 8+50 9+00 -J 9+50 J � 10+00 10+50 ASSESSORS REFERENCE: s PHONE: (978) 539-8088 �' / /� oc .. 0- o- �' 0� � �^'� MAP 6 PARELS 7, 8 & 9 FAX: (978) 539-8200 a' � . . . . . . U. .. . . . . 0 _ v t�' .. . . v v .. c�'c�' t t , , Y / a a . a a a _ a- a) a- . . a . �0 0 20 4o so PROFILE SHEET 1 OF 2 o .: 00 r WOODLANDS ROAD o �, - It � o . . + O . . . . p n . . n N r . . . . N r7 .. 0+0 0+0 „ t t N O + "' r� + to . . o o . ..rn 1: _ . . ' .N M + 00 . oo SCALE: 1 =40 (HOR) & 4 (VERT) . .. . t0 to cc 00 : o AUGUST 14, 2015 . SHEET 4 OF 1 1 . 1 . . . . . . . . w J Q . . . -- - --- . . . . . - - -- - __ _ _ - _ - - -� - ,. ,. ,. _ � . .. ' i '. . � - CLE S CERTIFICATION ON THE PLAN RK :' 24. SEE PROFILE SHEET 1 O _ _ � .: . D E. ----------- ------- LC CASE 7159 AT : N // / / ^�v o y o-sr � �j 0 PROPOSED SHALLOW / / /" : � O Q�m 0 ^� o• O ': Z7 . . I, CLERK OF THE CITY OF SALEM DO DMH RIM=137.5 a � 3 o O• F' � S � 15" INV=134.25 tij0 O � • � o w ss�S\�y HEREBY CERTIFY` THAT .THE NOTICE OF APPROVAL OF THIS PLAN BY . . � o �� .OS \ § .y / � a3 � s � .THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS \ s•��\.�, 1 / � ,o� � �' os y�J� 23 - � \yJ0 \ /`oe � OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY / \ 1 o 0 0 � ss �+71.sa ^�� '� � DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. � / \ � o� 'os `'� �• ' w � � 8 O .-� � 0 3 � � II II Fes---U C�.9 u°'+ '�O�\�T6,. n,� ♦� , / tt i� � 1 �'a \/� Upi! �'3`•.T 0+23.33 O• . .O -- / PROPOSED 15» \��"N`� LL► 1 •H. � x e o��/e• i •o s 0• � S' FES INV. IN=133.0 & �� \� �+- �c� e�e ,e � � o - s s� CITY CLERK . PROPOSED 12" INTO SEDIMENT FOREBAY ut� �� e�e • °xo- ` y INV=127 TOP=130 ��e e� � M.- 'Y S• 8 .o ,�� w 9S, ` FES .0/ \ � / t\\.YJ`� 4'L SPILLWAY O 129.5 \7 1N %`,� \\ •�� U / ♦ D- � �Y � BOTTOM=128.0 /w � OS �, ♦ / s� o®® 3 0+00 0+13.81 PC „�O / ♦ ♦ / / , - / � ♦ N N� / /' /' ♦♦ ♦♦ / o B.. Py SEW \R 6 � �� • 'i �9.18 0 0 �ER S_p.50� ,SAO / /, /��-+� ♦♦ ♦♦ w dJ� i ,0£` 0-20.16 tii .� / ♦♦ ♦1 o �' \ v\ i /' �J .. -7 0 a / O � h�^') nv M � �^3 ��y��00 0+18.12 � 0 o / ' o �' i' „� ?' I CERTIFY THAT I HAVE CONFORMED . . ,; "� ��^^ - � � � �� PROP. CONTROL STRUCTURE / � +, ;,, ,' ,' h°�° �� . WITH THE RULES AND REGULATIONS �� L '� � - 22 � RIM„132.83 � � �N �, .�. o• N �s OF THE REGISTERS OF DEEDS IN v� m s+ss.2s � 2.5 ORIFICE ® 128.50 . I n o t i � O - N s s� Sts, ;os' 12" RCP INV. OUT=127.50 I � ��z : ' .' �� N M M •90 � PREPARING THIS PLAN. o� M -o .�� `�F o � �� - OPEN . � �s 3 : ,' . g� � o�r .� �h� 3 �' S0,�g6 p `� \�os� �� rw� " ♦\` rW� i �� G ��,Z SDao . F� 0 3 PROPOSED 18 o f i o� . 9 " �o• N. �GF��1�� oo ° sow 0 - HDPE INV.=128.50 ♦.`� � � � o••�" ------------------- . SPACE �� .oma �F- , - `�9�� w ` (sET LEVEL) -' � / � Wil_LIAMS & SPARAGES LLC 3 1 �� 5� 0 1+72'$2 N � INFlLTRATION BASIN 2 / � I (HydroCAD Pond 143P) N N co 0 ��. 1 s � o O O �/ o� �, t+s7.t7 21 TOP OF BERM=132.5 � o o� ,� �,;' � � O BOTTOM OF BERM=128.0 � uWi m,to .� �� 0 � �. � °�s 8'L EMERGENCY \ � o n 1 .��`��P �� 3 PILLWAY ® 132. > �h � N 3� o 000 O S = Z ' a N�St Wr Ao \ c�0 . _ 159 _ ib `� ;` NOM M P _ .. � � �� u-o �.- LC CASE 7 PROPOSED FES .. \ � o_ n 1► � J �v 12" INV=12 0� \ . �,� (�D i� \ INTO SEDIMENT FOREBAY � � 19 w \ a�� - 1 7 � � 3� �� TOP=126.0 � \� N � �� N (�' O PROPO ED _ _ � \ 4'L SPILLWAY ® 125.5 J��' �J ' Ory�T+ � - _ - i �. �� BOTTOM=124.0 �.�� AR M=1 "A'0D3 � -- �� D CB � \N J O O� ., 12 ,. . .,. . • o 0 OR � m � HPE N � � rn 2 » � PN i 43 " NV�144 43 � ' � .� - oQE o Ai � \ � � � � "� �ti RATION BASIN 3 �� R -- \ INFILT " . °� \ (HydroCAD Pond 152P) ,. �, TOP OF BERM-118.5 ��'zr�C 2+93.99 � 6 cP�� 8 L RIP RAP \ BOTTOM OF BERM-115.0 N• P H SPILLWAY +� +� 8'L EMERGE NCY SPILLWAY 0 CI OF SALEM � ® � ROP. -DROP DM 1 18 , . 98.99 � v'0 12"RIM�149.8f �o� - NNIN BOARD . 5° � INv 141 5��0 / 12" INV=138.0 0!!T E ®� \\ _ .OS � ! \ _ - „ o s•OS � a s•l�l �0 l I r°- g�G 1 � 1 • 18" I ' 12" FES _ , 1 �1 � I ZO PROPOSED � RCP f _ --- . 1155 I 1 300 I ET LEVEL) 1 W/RIP 1RAP Jg IN o I (n INFILTRATION BASIN 1----_� �� ► � - .. PROP. CONTROL STRUCTURE. ��.� � I � :. (S ../ Q � PROPOSED FES -----•-------------- RIM=136.50 _ 12" INV � : . I � ----- � � _ \ I � . . z 4" ORIFICE ® 132.50 ... _ -129 75 i Q � � INTO GRASS SWALE � � 8""ORIFICE ® 134.00 ''--� P �� I PROP. CONTROL STRUCTURE Q 10 ORIFICE ® 134.50 ,. � ROPO ... ------- -------------- i S �� 1 -- - I ' . Q Q 12" RCP INV.=131.50 2"�oPE o i'I'/STONE G'RgSS Z3�'�I � 81M=1I 8. , . � �. � •_ r 33 0 �/ Rq�N � Cy f K S q�E w� � OR FICE ® 115.50 _ .- 12" RCP INV.=113.50 C W 0 .� ® S - ------------------------ pAM M� 1 . .. .. ... .. _ ; r � . - . � - - - -�-, _ . � � - \ �o� . ooF'?� . . �,, _ C^0 � � \ � NZi�N of \ p Q II � N N �� N n �. N N icy\ � \ :. APpR p O O H • k o �� LEGEND OF SYMBOLS AND ABBREVIATIONS ' . DATE ------------------- Flo T \\' �� . Ce� � al± 11 p � a � o ao N � � _ �A?PRO z NZoi� � � �� l� ��b WNQ�i^ , 4. �� -=---�a� Nz�� rn r7 RNG E Vpw � Q�>>n -•-1__�� o o�� .. " - ONITO I W LL , a ��? � OQ 11 n �+ a �, � M PROP ED � � � n. �o:_ W W N v � - FIRE HYDRANT •. r 11 � . . � � . . \ N II f � � o�o� � . ��.\ o�Q�� . . - I �m�_ N WATER GATE "� SEAL ;� n.ocn� - . � �� y CH BA I ci;,i: M. Gu, - B' ?'�' 'L J R �^ L ,_ _ , .. I Civil ai CAT SIN (DRA N) ® � � A ITY POE . . 0 UTIL L � . . ho.�=i613 ♦9.. �O Q _,;,� p� - . ____ HT POLE . - ND _" •-_ PROPOSED g" •--- � DENOTES A GRANITE TON OU ' -____ GL.D.I. WATER ---" _ . S E B ,. Al N M H OLE :_ • -_. ____ EWER MANHOLE � sTA: 0+87 ( I sra o+s4 r : _ - ' VERT. SEP.=5.9' VERT. SEP.=5.8' CONC CONCRETE � SEWER & WATER - LESS THAN 10 SBDH - STONE BOUND DRILL HOLE � � I I SEPARATION 3 Peer review comments 12/07/2015 �_ � FND = FOUND " 2 Testpits; Infiltration Basin designation 11/10/2015 M g-0.5� 8" PVC 5=0.59 I ign; Legend; Notes 9/4/2015 u� g" PVC 5=0.5� S PVC - �- WHEEL M 1 Drainage Des WCR CHAR RA P NO. REVISION DATE o - ` . o N/F -- NOW OR FORMERLY . ... � . � DEFINITIVE PLAN & PROFILE .. D - ON D � � _ N C� � IRO IR RO - 0 N � , .. �: . TREE SOUTH RIDGE CIRCLE 3 - N : ' , � � LIST OF WAIVERS REQUESTED SALEM, MASSACHUSETTS 50'VC - 1 .00 50'VC , � .EXISTING CONTOUR 104 i 1 .SECTION IV A.1.f WHICH REQUIRES A MINIMUM CENTERLINE RADII OF TWO HUNDRED THIRTY OWNER: - rn� � �� cfl ao o � - o In N o � � o � N o � RVED STREET AN IN PLA THEREO LOW OADWAY UT AS R POSED CONTOUR `: ET AL (230) FEET FOR CU S D CE F AL THE R LAYO P 0 too BARBARA DRISCOLL . r �••, o m ,.�, o ca cs,� � o �• SHOWN ON PLANS. 18 WALLACE ROAD _ O NO u7 � � � � � N � � Fn � N N � O O O O r-•- r-p . I� r- r- � � st �"' M •' M O O Ori . 'U OtV (V O 0) O),-: O O 00 _ � �In co In � �� In � � � u� u> � � In In �� In In� � In � d'u7 � d' � EDGE OF PAVEMENT EP LYNN, MA 01901 DATUM=135.00 �� '- � `- � '- r " � '- '-'- � '''' � '' � �'- � '' �- 2.SECTION IW A.4.a WHICH REQUIRES CUL-DE-SAC STREETS NOT TO EXCEED 500 'FEET IN LC CERTS 36055,36056,36057 • � LENGTH, A,ND IN PLACE THEREOF, ALLOW A LENGTH OF 1089.03 FEET FOR ROAD AS SHOWN VERTICAL GRANITE CURB .. VGC APPLICANT: •W"ILLIAMS c� c��0 � � 0+5 0 1 +00 1 +50 � 21±00 2+50 C-'� (� : ON PLANS . c-�' cam' cam' c>r - J NSD REALTY TRUST SPA�.AGES m c� o v � � � C9 c� c� � � PROPOSED SILT FENCE 76 OAKVILLE STREET � ENciNEERS � FFANNERS � SURVEYORS o o � � _ SOUTH � � �, � a, 3.SECTION IW RIGHT OF WAY IMPROVEMENTS POLICY WHICH REQUIRES STREET .TREES TO BE 3 � LYNN, MA 01905 � o o N � RIDGE °� � 00 CALIPER, 30 FEET ON CENTER, AND, IN PLACE THEREOF ALLOW TWO (2) TREES PER LOT. PROPOSED SPOT ELEVATION '. 148.zs 189 NORTH MAIN STREET o I I + �- � � . � � ao + + O PROJECT LOCUS: SUITE 101 ' 0 0 0 � r� .. � N N CLARK AVENUE SALEM MA `� � CIRCLE � � N NOTE: THE APIPLICANT RESERVES THE RIGHT TO AMEND THIS LIST DURING THE PERMIT PROCESS. SURFACE FLOW DIRECTION . � MIDDLETON, MA 01949 o o + + + . . � ASSESSORS REFERENCE: �' PHONE: (978) 539-8088 Q o _ . MAP 6 PARELS 7, 8 & 9 FAX: (978) 539-8200 '� 0' 20' 40' 80' . :. .. .. . . v . O HEET OF 2 o . SCALE. 1 =40 HOR & 4 ER � ) N T7 J �' AUGUST 14, 20� s SHEET 5 OF 1 1 Q � _ . __ __ ---- __ _ - - I- - - _ _ ------ _ _ ___ ._- _ _ - - - _ _ _ ----- - _ _ _ - _ -r-.__.�. _ _ ___ _ - - ___ _ __ _ __ _ ___ - T .. . . . . . i . .. �... � - I . . . .. ... � . � .. � . . I � ; . . . . ... . . . . I . . I . I . ' ' . . . . . I . .. . . . .... I . I .. I . . . * . . . I . . . . � . 1. . . . . I I . : . : ,. . . . 11 . - . . . I . .. .. . . , .. . . . . . .: : . I . I . . .. . . .. . . . . . . . . . . . . . . . . I .. . . . . . � . ... . . . ... � . . . . . . .. ; . . .. .. . . . . . . . . . . . I : . .. . . . .. I . . . . . . . �. . . ... � . .. - ; . . .. .. . ... . . . . . . . . . . .. . . . . I . . . . : . . . . . . . . � . \ I . . . � .1 . 1* * . . : / .. I . . . . . . . � . I . . . . , . . . *WF D28 .. . . . . x 2 . 1. 3 x ,12.2 „ WF11D x „1.60 . . . . . . 112 66N PROPOSED \1 12.38 a .W Ino x 233 , �WF D21 . \ / MAINTENANCE WF D24 WF D20 . ' FOR SIDES AND BOTTOM OF THE BASIN USE A MIXTURE . VEHICLE ACCESS . \/ x 111.66 /, 2M-i1 xy>183 / / . OF GRASS SEEDS CAPABLE OF WITHSTANDING PERIODIC \ / x 111.3 WF D26 x ,1zs, 22 WF x u,sa xy� / . . . . rn \ 5 x 113.12 x 113.16 x 113.55 x 113.02 � \. x 106.06 . .. INUNDATION UNDER WATER, AND DROUGHT TOLERANT \ : 2. - • � 1*12.81 x 11,•32\ / .. / I . . DURING SUMMER (TYP) �`, 11r �. _� .. / \\ . - x-11377- 1��- _____ / x ,0767 GEORGE M. & /. / ►� . JEANETTE H. TOR10N x 114.37 L5 D19 / . / x 115.44 x 1oa. \ x 106.12/ GAIL L. 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' �-'' \�\� \ \W I ERTIFY THAT I HAVE CONFORMED . �\ _. / F C < 138-'• . '� \ D 1 d1s.4a . . PROPOSED SMH / / �\ 7u' �_ , • � �, 1�t1[,� € �-- ~=� �� `, \\ \ �\ \ .� ,05.,6 . WITH THE RULES AND REGULATIONS RIM=137.77 / �o \ a - --_ --.\ \. . '`�-� x ,os.\ . . . . . . / ��ELEv=133'1\ , �'' ----� \. \��`\� \ �. \. .. OF THE REGISTERS OF DEEDS IN . INV=132.61 / f0 SHGWr OBSERVE 72 '\ 2s : �� \`-` . .. . pWN TO 123' \ / �,� -142 - _� �-` ' �\ \ \ \�� OPEN SPACE 1 � .. PREPARING THIS PLAN. I. . . ./ �% ` ` ♦ �~ . / 1 \� x13 2. . . . . . S / o f 44- ____ \ : . . 4. 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LIGHT POLE '\-\�� `` - �1 �•-,� - --'a.� --` r '--- ' . \\\ _ 144 - ��.� '` / / x ,x4. 5 WETLAND 3 Peer review comments 12/07/2015 .. - \ .\ \ z-- -+ ` _ .� _ .•\ . . x 141.83 14.36 . . . . \ ..� � _ 142 4 \ 142.79 2 Testpits; Infiltration Basin designation 11/10/2015 . ' 1 '� . �r DRAIN MANHOLE O �-- �` / k 142.07 � . / .7 \ `'� ,.-.• - • l- / ` \<- . . l \ 1 Drainage Design; Legend; Notes 9/4/2015 SEWER MANHOLE S /0 / -: : �o \ ` �-_ -_ �_ _ \ // x 141.64 ' . / �`\ O�\ \\ \ / %. �! �-- \ �-_ / .. 1 \' x . .. . a2.o, NO. REVISION DATE ,in a ____ . . \ J 134^ � - - _ _-- .. . . ` / • ` ---- > ��, 2 ��'� =` %-� _ -_-=- --`\\� / 1 ,PROP. TOPOGRAPHIC PLAN ..: 4 W TRAIL F) . CONC - CONCRETE \ 2sr �\ .� • •�..- _ �i� 14263 . 04 PROPOSED STONE / \"��\ _ `,.,./ -�; \\\\ . ` 27 . = RI HOLE . . . . . . ✓ 2 \ I ' ' -�01 / / ��-- \ I \ ') . SBDH STONE BOUND DRILL . CHECK DAMS 50f O.C. (TYP) / ,-- -"\-_._ \ ? o �" ---j �� . , / "THE WOODLANDS" SUBDIVISION _ . N FND = FOUND .� /�' �_ -T '.. OPEN SPAEE�2 i� �' � . \ '11 / E1--r . I . .. I. \ 3,�1 EL •� ��- = I �'� - -- _ SALEM MASSACHUS S - �: JNFJCTR TP�-2 EL\��I6'\ ��,as -�" �� \ X44 __. S U �1 % WCR = WHEEL CHAIR RAMP RYA & \ RgFUS z i �� 3 .. ISABELLE WIRYO /� q i ESRGWr to -�_ \ < � o . . 2 / �/ OWNER: . \ 1 i' �o I . / _ \ __ . r7 \ ,` �G N Bq s ® 1 t 1�-' /' / / �'`� 142 - 1 N F NOW OR FORMERLY 06-0015 \� 11�s � 3 / PR P. / � ! . t \ . BARBARA DRISCOLL ET AL o 1 tB J 1 ` ''S 5 N1`' _- 4•W T ��j �� ` �� ! I . k . .. j 18 WALLA E ROA TROD = IRON ROD -� ` �� a \ ��_,, ��e ,__ -__ _� (Typ r ,,, tm� I i . I \ `. ` ~''`-1313 - \ \, r _ LYNN, MAC01901 D >t L� / '. J `� 18 p - - / ,- �/' / _ _ 1 l .� - CERTS 36055 36056 36057 2 ' `� ' i . _ TREE � � � - - - � - - � �. ' RESIDENTIAL RESIDENTIAL L� WILLIAMS I CERTIFICATION PLAN ZONE ONE-FAMILY INDUSTRIAL ONE-FAMILY & .. - Y CLERKS CE ATION ON THE I APPLICANT: V-,M4 . . �_ . . CLUSTER . . . . . . o .. . EXISTING CONTOUR 104- .. DATE ET ENGINEERS PLANNERS 1 SURVEYO o ----- ----------- 76 OAKVILLE STRE 11 Rs . . . . LYNN, MA 01905 L . (R1) I R1 PROPOSED CONTOUR . . 104 .. . .. I� E CITY OF SALEEM, DO . MINIMUM LOT FRONTAGE: 100 FT . .. . 150 FT (NONE) 189 NORTH MAIN STREET C71CLERK OF TH PROJECT LOCUS: I . '3 EP HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) ; . . .. SEAL SUITE 101 I EDGE OF PAVEMENT . . o THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS MINIMUM LOT AREA: 15,000 S.F. 40, P��N°FM�s CLARK AVENUE SALEM, MA MIDDLETON MA 01949 vcc o0o S.F. (NONE) o�� sq°ti ASSESSORS REFERENCE: SPHONE: (978) 539-8088 VERTICAL GRANITE CURB OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY LOT COVERAGE BY BUILDING: 30% 45� 30� .. . . . PETER M. . D DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAIID NOTICE. . . MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT . . `" MAP 6 PARELS 7 8 & 9 FAX: (978) 539-8200 • .. BL , C .. . . o0 CIV IL J r^ . . R � O' 20' 40' 80' AI Q) . . PROPOSED SILT FENCE TOPOGRAPHIC SHEET 1 OF Y MINIMUM FRONT YARD: 15 FT 3o FT I. 15 FTI. Nb 41613 2 C, , . . . . . . . ---------=------------------- . . FG/ST A�°��kQ - PROPOSED SPOT ELEVATION 148.25 MINIMUM SIDE YARD 10 FT 30 FT 10 FT 90 O . CITY CLERK . MINIMUM REAR YARD: 30 FT 30 FT 30 FT G IC• SCALE: 1"=40' F N . . 5 SHEET 6 O o , SURFACE FLOW DIRECTION1. . . .. . 1'��t'1 I;S AUGUST 14, 201 - . -1 ., • .. . _ ,. .. . . _. _ _ _.- -- __ ____ _ ._... __ __ _. __ --__ ...- ._. -- _ . .. . . . : �� . 1. - y -. �+ 1 \ r" 138.0 --'" .---' H E D. �Q j t 6/ \ \\ C �O AS3 sx F� '4 ` el t \ y \ ` /'� , /. �- �� D J #�' \ `�o\ �\ o,- 1 f 4' , " \ \\ ,\ '�\ �A S o° a 'S `1 S - �!) / �R 'L' I \ -- . !l g \ 1¢ - ;y -�� ^ \ \ \ j s s0,'s,6o ,? \ /y sx/ 2` / (SO s3 ,11 �4 4 \ \ 1�4z.\ ` /O° 1 1 . .. � , ' , \ o �\ A"'k-- ,--� \ 1 O S O s \ °s I \ 140.9 .. . 1 0 137.5 © '' . I 1 _ --�' o . / GRp °e i' ': 3Z� 2 , \ �/\ \ \ 'S \\ �Ac ! ( i �S \T -103 144 50' ` _' '�� . . 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J . . ,0,.25 �>� . . . . y WILLIAMS WF A35 Y RESIDENTIAL RESIDENTIAL CLERKS CERTIFICATION ON THE PLAN WF A36� L N • . . • APPLICANT: 0 EXISTING CONTOUR W-4< & --104 ZONE: ONE-FAMILY INDUSTRIAL ONE-FAMILY x ,o,.z8 p . NSD REALTY TRUST SP�►RAGES o . . (R 1) (I) (R 1) CLU STE R DATE. ------------------ F A37 100.96 101.50 �' .. ET ENGINEERS , PLANNERS i SURVEYORS . .. PROPOSED CONTOUR 104 . ,n W 76 OAKVILLE STREET 1-1 1. LYNN, MA 01905 �' MINIMUM LOT FRONTAGE: 100 FT 150 FT (NONE) I, CLERK OF THE CITY OF SALEM, DO WF A38 1 10o.a2 . . .. PROJECT LOCUS: 189 NORTH MAIN STREET EDGE OF PAVEMENT EP MINIMUM LOT WIDTH: 100 FT 150 FT (NONE) HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY SEAL �P�~;MCFMgss CLARK AVENUE SALEM, MA SUITE 101 o THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS �� 90 MIDDLETON, MA 01949 i VGC MINIMUM LOT AREA: 15,000 S.F. 40,000 S.F. (NONE) .. ° PETER M. ti� ASSESSORS REFERENCE: PHONE: (978) 539-8088 3 VERTICAL GRANITE CURB .. LOT COVERAGE BY BUILDING: 30% 45% 30% CEIVED . .. BLAISDELL,JR• , FAX: (978) 539-8200 DAYS NEXT AFTER SOUCHP RECEIPT AND RECORDING OF TSAID NOT CE. - . o MAP 6 PARELS 7, 8 & 9 . .MAXIMUM HEIGHT OF BUILDING: 35 FT 45 FT 35 FT 0 CIVIL - � a' PROPOSED SILT FENCEI . 1. . N 41613 0' 2 0' 40' 80' 0 . A 9 a Q TOPOGRAPHIC SHEET 2 OF 2 o MINIMUM FRONT YARD: . 15 FT 30 FT 15 FT T�Ati\�w PROPOSED SPOT ELEVATION 1as.25 MINIMUM SIDE YARD: 10 FT 30 FT 10 FT ----------------------------- _ . R�1s n � MINIMUM REAR YARD: 30 FT 30 FT 30 FT CITY CLERK ., I> SCALE: 1. -40 . o SURFACE FLOW DIRECTION . C� � �1 1� AUGUST 14, 1015 W . J ' . . - . . . 1. _- _ - -__ _—_ -- __ -- _ _ - ----� - --- : . A • NOTE: � STANDARD HYDRANT TO MEET CITY OF CONCRETE THRUST BLOCK TO BE USED ONLY WHERE IT � I SALEM REQUIREMENTS BRICK SHELF I WALL OF MANHOLE WILL BEAR ON UNDISTURBED EARTH. / FINISH GRADE, PUMPER CONNECTION PE 1 " FT SE R - SL VERTICAL GRA U ESTRAINED DINT FITTINGS MEGALUG 0 FACES RO EA WAY FLANGE 0 NITE J ( R AD BR KA ° ' � o' BINDER COURSE CURB, TYPE VB MATERIAL VARIES APPROVED EQUAL) WHERE CONCRETE THRUST BLOCK IS �'• UNACCEPTABLE. �- ' B C� FLOW TOP COURSE — — � IGNED FOR o °•° . GTO SIZE OF BLOCK OR MEGALU BE DES 1 .5 `• I ° o . 6� �o�o — PRESSURE. �- SIDEWALK B TIMES NORMAL OPERATING °°° ° VARIES �°°°�° FINISHED STREET GRADE EDGESTONE - - - - - - . BASE COURSE � i �� MIN. MIN. \''�\i��%�ii��ii��ii��/ . .��,.� . � a9° _ � POURED CEMENT I � CRUSHED STONE , PIPE °� � PIPE CONCRETE SADDLE SALEM STANDARD P ' ° �° ° VALVE B A , . - _ • ° ' OX ND COVER ' °� oog° a°�° w000°� °cg8g ACCEPTABLE UNDER �°�� °�°° ,� ECTION M4 OF THE MIN ' I . GRAVEL �° � S ACCE TUBE 12 � � BRICKS ON ° oo°moo° °008 �. massDOT STANDARD � I o EDGE (2X8 EXPOSED) `. �0000 o �j. � . CIF I N SS J ��\i>>�i.. � ,.�.,��i��i��i�� ICT 0 S 4 MIL P OVER I CERTIFY THAT I HAVE CONFORMED Y ONE BRICK CHANNEL APPLIES MASONRY RING � WITH THE RULES AND REGULATIONS ` TO DROP CONNECTIONS AS CONCRETE , � � E RTIC URB DETAIL 8„ C,L:D.I. � OF THE REGISTERS OF DEEDS IN HRUST BLOCK : .. ELL AS CONVE ONA OT TO SCA A MAI ` ' ING P . , .. . W NTI L L T PREPAR THIS LPN (N E W TER N . . I _ _ _ •�: ------ - PLAN _ �. .,a.� IF CONCRETE THRUST BLOCK IS TE VALVE L D I : ( WAT R MAIN . . : '. WILL AMS 8c SPARAGES LLC • �' .:. . .a: � SED, DO NOT BLOCK DRAIN .. � ... .. .. .. ..� .. � .� � .. a .. :' � e O .. _. O . � �,: .d �I v i o: SHELF ELEVATION SAME AS .SLOPE 1"/FT. o . a CROWN OF HIGHEST PIPE. ANCHORING TEE �/� 1CUB OF��. - o SE ETED 2 TO E PROVIDE IC' YARD a T L TS E 12" SQ L C S N 0 6 MECHANI A OIN - THICK B DRANT DRAIN • . C J PROVID UARE BY 6 INCH A OVE HY WALL OF MANHOLE - � CONCRETE BASE UNDER .HYDRANT o. - o o , 0 _ �. : o CITY OF SALEM BRICK OR CONCRETE FILL. — - — P NNING B RD _ — q 00 " . • — — 8„ MINIMUM 0 N -------- ----- -------- . . � o . o . o . o - o . o o . . 12" MINIMUM SCREENED _ • GRAVEL BASE. (NOT TO ALE) SC BRICK O N EDGE ------------------------ UNDISTURBED EARTH - .: . SECTION A—A s HIGH CHECK DAM WHERE SHOWN ON .PLAN BITUMINOUS CbNC TOP ' - ,. AVEMENT, COURSE AS SPECIFIED SAWCUT EXISTING P , . - PLY AT BIT CO N C BINDER AP TACK CO ------------------------ CONCRETE COLLAR moi` � i ". - COURSE AS SPECIFIED �' GRA IED 1` VEL BASE AS SPECIE - MANHOLE FRAME AND � �� `� �, EXISTING PAVEMENT COVER AS SPECIFIED 8 8 SURFACE �- �\� � ------------------------ OR - HE EXISTING GROUND y � �p � 2" CR `� COMPACTED SUBGRADE FINISHED GRADE �3 S� '�M \� i , EXISTING BASE 1 US D SAF qN0 \� � .. STONE_ _ i BRICK FOR GRADE � ��' �" . ..� : ADJUSTMENT �:.-,..:.. �_.., _ � -=------------------=--- ° _ D I .. — PRECAST TRANSIT ON SECTION ° ° � — V D ARIES SEE PLAN .. 1 MIN. .. � .. °�� OR BARREL SECTION WITH •:�� 1 °' z a � PRECAST TOP SLAB o• � �� a ------------------------ • ° .P ( � _ n° °D � � .. . � f+ .. .. D . GRASSED SWALE °.• o ATE• N d- .D° _ .v I RUBBER „O„_RING GASKET PAVEMENT MATC H I °� I OR PREFORMED FLEXIBLE � (NOT TO SCALE) 4'-0” UNLESS OTHERWISE- P JOINT SEALANT AS SPECIFIED " ' D AIL . INDICATED ON DRAWINGS (NOT TO SCALE) - . . ° _. MANHOLE RUNGS MULTIPLES OF 1',2',3',4',5', °• OR 6' LENGTHS AS REQUIRED KS CERTI ATIION TH LAN .D D .. _ � . f, ILTER FABRlC AS SPECIFIED CLER FIC ON E P 8 MINIMUM � :' .° ,' F DATE. ------------------ °.° SEE PIPE CONNECTION ' SHELF ELEVATION SAME AS � j, LEM, DO D TAILS THI HEET CROWN OF HIGHEST PIPE. � E S S HEREBY CERTIFY THAT THE NOTCEK©FFAPPROVAL OF THIS PLAN BY : . . P ° .. °. °. � 8" MINIMUM .' THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS _ _ _ . - - - . DAYS NEXT FTER SUCH RECEIPT AND R ORDING OF SAID NOTICE. OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE W N - - — - — - = - _ _ ' ': N — — — I I --------- - — — — • D V ITY CLER .. � � _ .. . .' '. :. � �� .. .. C K - �_ '' 12 MINIMUM THICKN F °O I ESS 0 BOTTOM SLAB SCREENED GRAVEL . �'f � SHALL NOT BE LESS THAN � : .. a THE MANHOLE BARREL . : SECTION WALL OR TOP SLAB BRICK OR CONCRETE FILL. _ . a WHICHEVER IS GREATER. • ST _ 3 Peer reviQw comments 12/07/2015 ,. _ , WOOD PO ... - . "' SECTION B—B ANGLE FlRST STAKE TOWARD WIRE OR NYLON BOUND STRAW 2 No changes to this sheet 11/10/2015 UNDISTURBED EARTH BALES PLACED ON THE CONTOUR 1 Details 9/4/2015 M PREVIOUSLY LAID BALE , PRECAST SEWER MANHOLE �. FILTER FABRIC AS SPECIFIED NO. REVISION DATE o �—REBARS, STE PICKETS, AIL SHEET DETAIL - _ OR � - EL � � � ET x2 STAKES 1� TO 2 GROUND N (NOT TO SCALE) . " " IN 2 : . . n E W DLANDS" SUBDIVISION H � ANCHOR FABRIC WITH N LEM, MASSACHUSETTS � � : SOIL, TAMP BACKFILL SA � OWNER: _i EXISTING GROUND ET L ° URF E ' BARBARA DRISCOLL A ' • � 18 WALLACE ROAD � FlNISH E GRAD LYNN, MA 01901 S AC DIRECTION OF FLOW' �' 055,36056,36057 LC CERTS 36 WILLI S 1 -2" CRUSHED ,. NTO TRENCHIC DOW � : NSD RIEALTY�TRUST" � SPA►R.AGES N OpE SPX STONE FLOW - d- 76 OAKVILLE STREET ENciNEEas f. PIANNERs f suRVEvoRs SL o 0 0 0 4 . •3 FLOW 1.3 6" MIN. "' LYNN, MA 01905 —•- WOOD 'POSTS 's 189 NORTH MAIN STREET PROJECT LOCUS: ° 8'-0" O:C. .MAX. SEAL. SUITE 101 o 0 0 0 0 0 0 0 o i �P��HOFMQss CLARK AVENUE SALEM, MA MIDDLETON, MA01949 ° , ' \\� � �-� \ \i\\ , � � ��``ii\ \� \ �� 1 \i\1 � � ��` i i\ \\ ` _� � \ ��\\ �� 9�N � FAX (97897539-8200 8 o� PETER M. c- ASSESSORS REFERENCE: a� � a BLAISDEU_,JR. r^, 7, 8 & 9 MAP 6 PARELS o : STONE . CHECK DAM : TEMPORARY HAYBALE : SILTFENCE � ,� No:�,6,3o Q DETAIL SHEET 1 OF 4 oisrE�'ti ��, SCALE: NOT.TO SCALE (NOT To SCALE> : � DETAIL � DETAIL : •� � a � NOT TO SCALE : o ( (NOT TO SCALE) SHEET 8 OF 1 1 . ) � w � AUGUST 14, 2115 Z 1 �' J ,�.. .� .. 4. ... y.LL...._ 1. ,......, - .. .i �_.- i � _.-_ 1 �.._...._.._ �' '. _.. TREE PLANTINGS WHERE STREET LIGHTS SHOWN ON PLAN WHERE SHOWN ON PLAN a ° .. p TYPICAL . , PAVEMENT H2O INSPECTION PORT DETAIL 40 LAYO UT a 6 5 a . 5' 24' PAVEMENT SIDE– ° t 6"SCH.40 PVC OR FLOOR BOX FRAME AND LID 2 SDR-35 PVC PIPE NEENAH R-7506 OR EQUAL L WALK GR I W/S.S. CAP SCREW LID R SER 24„ SQUARE P � P T L C OSURE CLASS �, PAVEMENT S C CONCRET 10 PAVEMENT SUB BASE CO C-4 ° ° 95/° COMPACTED FILL VERTICAL GRANITE P'I� HVLV FC-24 95/° COMPACTED FILL / ' 3 8 CURBING 3/8„ �.� FEED CONNECTOR �– o J FOOT FOOT Q Q 3/8”: FOOT 3/8)t- FOOT �– 4 OZ. NON-WOVEN FILTER FABRIC : z m ° , 2. �t AROUND STONE. TOP AND SIDES "- �'� 6 MIN DEPTH z O O '�q�. OF 1-2 INCH MANDATORY; BOTTOM PER ENGINEER'S xa e. z in ,� O O WASHED CRUSHED DESIGN PREFERENCE. 6" LOAM N EISC > CONDUITS STONE ABOVE t o I & SEED ',n GAS : O _ o AND BELOW CULTEC N0. 20L POLYETHYLENE z� I CERTIFY THAT I HAVE CONFORMED U (DEPENDING ON �� SIDEWALK ON CHAMBERS �,, WITH THE RULES AND REGULATIONS 12 DRAIN LINER ABOVE STONE BASE AND LL avAILaaluTv) BOTH SIDES ® ® ® BENEATH RECHARGER 330XL HD � OF THE REGISTERS OF DEEDS IN 1» TO RING THIS PLAN. TYPE I-1 8„ . DIAM. PVC „ P MIX HEAVY DUTY CHAMBER SIDE BITUMINOUS GRAVITY SEWER 1. 1/2 BINDER PORTALS WHERE UTILIZING 1 2 IN. DIA. WASHED, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE 8 DIAM INTERNAL MANIFOLD o 0 0 12' GRAVEL CRUSHED STONE ------ C.L.D.I. WATER � PIPE PER ----------- 1 1/2" TOP MIX ENGINEER DESIGN 330XL HD o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o WILLIAMS 8C SFARAG L 2 1/2" BINDER MAX. INCE _ HEAVY DUTY CHAMBER AND ES CULTEC RECHARGER 33 SURROUNDING CHAMBER LC A INSPECTION PORT / T ASSEMBLY FROM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12" GRAVEL BASE TYPICAL ROADWAY SECTION 24 INCHES) 1-2 INCH WASHED CRUSHED BOTTOM TO FINAL ELEVATION HIS CHAMBER ONLY) : 1. STONE BENEATH AND (T Y) (NOT. TO SCALE) AROUND CHAMBER BED TYPICAL. TY CULTEC CHAMBER A B .. CULTEC RECHARGER 330XL INSPECTION PORT 6 INTERNAL COUPLING 11 0' CU HD HEAVY DUTY PLAN VIEW 101-011 • 1 i i 1 1 II OTE: THE CULTEC MODEL - : SHOWN N HSUITABLE - I 11 HERE MAY BE REPLACED WIT A : EQUIVALENT APPROVED BY THE DESIGN ENGINEER . 5'-0 6'-0 _ 1 -2 INCHI DIA. WASHED PAVEMENT CULTEC NO.20L POLYETHYLENE LINER TO CRUSHED STONE . . .. 24 DIA .. ' ' ' CULTEC RECHARGER 330XL HD 4 OZ. NON-WOVEN FILTER FABRIC HVLV FC-24 BE CONNECTORS 4 OZ. NON-WOVEN FILTER FABRIC C EANOUT CO ER I I COMPACTED FILL AROUND STONE WHEN UTILIZING 95% COMPACTED FILL AROUND STONE. TOP AND SIDES HEAVY DUTY CHAMBER 1-2 INCH DIA 3 PLACES ' ' , WASHED ' I I ( ) 10.0"[254 mm] MIN. INTERNAL MANIFOLD FINISHED MANDATORY. L--- -- -------i- ------------ - -i------- ---� CRUSHED -- - r— — --- \. ' :\ RECHARGER3 0 X �•;��'�->�` '} :::.:�� 3 L HD HVLV - H FC 24 FEDCONNECTOR E ,.:. '-t:. •<Y� GRADE ;y •/ STONE V / PLAN VIEW � .�. „ - EA B H VY DUTY HAM ER - C WHERE SPECIFIED 10.0 254 mm MIN. / [ l \ i 60" [152mm]M IN. Z 1A 16.0"[406 �w` m •\ A m _ \ l \ i MIN. / ; 12 3 5 6 8mm " " t l \ EXTEND ACCESS COVERS TO FINISH GRADE M \ 30 5 [77 m] ' /\ 6 0 [152 mm M 7 \/ // 16.0"[406 mm] / / 6.0"[152 mm] MIN. MIN. 8 KNOCKOUT PIPE PER / / / / / /�% / / / / / `/ / \% / `/ 12'[3658 mm] „ .. • - ( ) C K OU N / / .\/ /\/\/\/\/\/\/\ .\ . .\ .\ . .\ . .\..\ .\ .\ .\ .\ .\ .\ .\ .\ . MAX .5 m l . (TYP) 8' KNO T /\ / // /. / \// // \// //��j / / / / / / / /, �/ /. [775 m ,J - -• � TYP (MAX. / / / / / / / / /. /\ / M �/ \�\ ENGINEER DESIGN \ 36" X 12" IDE PORTAL TO BE CUT 2 0" 30mm] INLET CULTEC NO 20L POLYETHYLENE ° INCHES) l �\ OPENING S 1 [ 5 mm 24 IN FIELD TO ALLOW HVLV LINER TO SPAN THE ENTIRE WIDTH O N Y �\ / CONNECTOR ) • AS NEEDED 6.0" [152 mm] MIN. A F THE SYSTEM BELOW THE HVLV FC 24 FEED C OR 36 X 24 2 FE CONNECTORS 3—0 PORTALS OPENING 'SIDE 6 ..• °':• e• . ► °.• 12.0"[305 mm TYP. 58.0"[1473 mm 52.0" 1321 mm U LTEC INTERNAL MANIFOLD l [ l SECTION VIEW D DETAIL C M FO GENERAL NOTES NOTES. L T ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED RECHARGER 330XL HD BY CULTEC,INC OF BROOKFIE D C WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE 1. CONCRETE: 5,000 PSI MINIMUM _ STORAGE PROVIDED 11.32 CF/FT PER DESIGN UNIT AFTER 28 DAYS. NC'S CURRENT RECOMMENDED LENGTH OF THE CHAMBER. 2. DESIGNED — — REFER TO IN FOR H 20 LOADING. ALSO AVAILABLE IN 10 LOADING WITH 3 WALL. GUIDELINES.0 CUL ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED I S A CATION ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND XL HD HEAVY D OR TRAFFIC AND/OR ' 3. TONGUE AND GROOVE JOINT SEALED WITH BUTYL RESIN. FEDERAL REGULATIONS. : • USE RECHARGER 330 EA DUTY F I FE 2 A I I . H- 5 PPL CAT ONS CULTEC RE SEDIMENT AND OIL SEPARATOR FINISHED GRADE C CHARGER 330XL HD HEAVY DUTY TYPICAL CROSS SECTION 1 DETAIL MAX. SLOPE =2:1 SLOPE CLERKS CERTIFICATION ON THE PLAN TOP OF 1 5• LO NOT TO SCALE EXISTING TING GROUND UNPAVED PAVED SURFACE D • --- SURFACE FLAT STONES CLERK OF THE CITY OF SALE D BOARD I, . . M, 0 CITY OF SALEM FOR WALL LIKE PLANNING HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY S CONFIGURATIONTHE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS PRUNE AS (FIELD :....•_..,•>.:•. PAVING AND SUB SE MATERIAL -----------= DIRECTED B1' OWNER TO P NG I –BA M ------------ OFFICE AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY : . ' ' ` NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE IMPROVE APPEARANCE DAYS COMMON FILL MATERIAL (RETAIN NORMAL TREE t,, i ------------------------ . SHAPE) COMMON L TER IL IAL ----------------------------- . F MA 1 5 CITY CLERK MAX. SLOP ------------------------ TRUNK FLAME E JUNCTION: PLANT TREE WARNING TAPE 1 1_2" ABOVE EXISTING �` ,' ----=------------------- - ABRIC FILTER - GRADE JOINTS 3 Peer review comments 12/07/2015 3 LAYER SHREDDED PINE --=------–=-- BARK MULCH TOT R ----------- 2 No changes to this sheet 11/10/2015 PERPENDICULAR 0 TO SLOPE OUTER EDGE OF SAUCER 9/4/2015 1 Details KEEP DATE NO. REVISION EE MULCH 2 FROM --------------=--------- TRUNK MIN BOULDER DETAIL SHEET • EXISTING GRADE ,. ORIGINAL.. . �.,.;`.:'...• _ � - 12 MINIMUM SEE SIZE – .500LB 8 MIN CLEARANCE e GROUND OR �::: :: .::-.;::.: •;.. : :.. ----------------------- �i n i CUT AND REMOVE BURLAP . NOTE 1 BELOW THE W SUBDIVISION IN SCREENED GRAVEL COMPACTED _ FROM TOP /3 OF _ 1 WOODLANDS ROOT BALL. IF ILL III—III I—III—III SCREENED GRAVEL PLACED AGAINST F ;,'��':��'::,•�` '• PROPOSED SALEM MASSACHUSETTS NONBIODEGRADAB UNDISTURBED SIDES AND BOTTOM OFCRUSHED`,." ------------------------ =III=I LE, ., GRADE STONE OWNER: REMOVE COMPLETE LY. • TRENCH. SEE NOTE 1 I=III=III=III=III II= = BARBARA DRISCO LL ET AL SLOPE SIDES OF HOLE ��,- "��•::'' III—III--III—III—III—III=—III— SEWER OR DRAIN \ ------------------------ e, 8„ MI N SCREENED GRAVEL BEDDING >-.••'•'•' 18 WALLACE ROAD I-III=III=III=III-III= BACKFILL As P E R LOW OUTSIDE DIAMETER OF PIPE `'-"`� `�---�'��'-��'�''•"` SPECIFICATION • ':'.�,�;:• ; "::.,•�..•.,:::...':.:;, '- NN, MA 01901 „ DATE 055,36056;36057 BE UNDISTURBED EARTH 12 MINIMUM ------------------- LC CERTS 36 DO NOT EXCAVATE BELOW APPLICANT: WILLIAMS ROOTBALL. NOTES NSD REALTY TRUST /,/ Y THREE TIMES WIDTH OF ROOTBALL 76 SPARAGES OAKVILLE STREET ENGINEERS PLANNERS t SURVEYORS LYNN, MA 01905 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM 4" PERFORATED UNDERDRAIN 189 NORTH MAIN STREET MID–DIAMETER OF PIPE TO 12" AB ABOVE TOP F PIPE o 75� of (BASE SEAL PROJECT LOCUS: DECIDUOUS : TREE To DISCHARGE TO "DAYLIGHT" ATROCKS TO BE �1HOFMgs CLARK AVENUE SALEM, MA SUITE 101 R MIDDLETON, MA 01949 o`'��P M s�'°tip ASSESSORS REFERENCE: PHONE: (978) 539 8088 c E N C H DETAIL FOR EE PLAN FOR LOCATION ) E N ✓ FAX: (978) 539-8200 INTERVALS NO GREATER THAN 30' 1000 LBS 0 PLANTING T R MAP 6 PARELS 7, 8 & 9 TR (S S GREATER BLAISDELL,JR. m, DETAIL GRAVITY PIPE No.411613 o e DETAIL SHEET 2 OF 4 TO S (NOT TO SCALE) : ' (NOT SCALE) •� Fc�sTEP`� ��,. SCALE: NOT TO SCALE P TAIL C : SHEET 9 OF 1. 1 (NOT TO SCALE) �,�Its AUGUST 14, 2015 - - _ _ ____ _ __ �— i ,. . ... ._-___. RFACE FINISHED G DE R E & GRATE FINIS GRADE FRAME & GRATE FINISHED GRADE ORSFIN SHED GRADED RA ,. : . H ;. .. 8» ORTAR TAR . . MANHOLE FRAME AND M MOR ,. — COVER AS SPECIFIED —I a. ^.: : e' �. •. � GRADE ADJDUSTMENTSE .� _— � � � MIN � d .. .:a ... �.•. �•.. . .�• - �• .. - .. �_ -- �� .. •. ' d e .. :. :�. . .,. : ..... 4 TYP � . � '� BRICKS AND MORTAR -III-III-1 I-I I i-I I - I I-I I -I I 8>, FL III II •' TO BE USED TO MAKE ''��":��'•' MIN. AT TOP °�� 4" X 20" OPENING � SUPPLIER TO PROVIDE GRADE ADJUSTMENTS — —' -- CONCRETE COLLAR .': :``� `; :;•' ' ' WEEPHOLE TO .BE 12—INCH COVERS TO ,;� ,d ,. 1 � - �, IN ER ORT AN H-20 PRECAST RIS SUPP LOAD BRICK FOR GRADE. -.'..-:�:, oD ,o '.. .. ,a : SECTION COMMON FILL MATERIAL 6., OVERLAP DJUSTMENT .. � _ ' 0 o P � d..' ONICAL SEC N � ' ° .' � � o- SECT AOR BARRELION • .Q . A . . 48" t METER �-�--*-{ 1 I �o _ 1 IN C TIO WEEPHOLE TO BE ' �. RECAST .. DIA .� ISER , . - o ' • z a SECT WITH P RISER ,SECTION SECTIONT . — • • P SLAB • CC TO �` ° v • �• °� '•'a D d ER „0„ RI • � �o GEOTEXTILE FABRIC - - o O a. . - d. d- ., GASKET OR PREG � _ a• (T.�,P) � � o o FORMED FLEXIBLE NORMAL OUTSIDE OF PIPE .,< , 2 JOINT CANT �. WATER ,^ ; +2" CLEARANCE RISER SECTION , .. .o' " LEVEL ".' :.' ` . . . SEA �° � 'a ' � o 3/8" TO '3/4" : o0 .. WASHED GRAVEL. of � BASIN AP HOL RUNGS •� - CATCH TR NORMAL � N o � OF. Wit' t�/l ._ O�TSICD C MA E MULTIPLES ASE SECTION °^' WATER E OF PIPE •� 1,2,3,4,5 OR 6 FT B VEL LEARAN <. ° EQ , .o LENGTHS AS R D . 4" PERF. CORR. HDPE . . ti4' 3„ ' 4'-0'� UNLESS OTHERWISE �, ,� - ..:. ��.. o a� - ,. CATCH BASIN TRAP (HOLES FACING UP) �� INDICATED ON DRAWINGS , . � d .. „ •:.� � ;. ' . , � ... : • ., ...° �.. . "• d " . BASE SECTION ,; :, o� o°. x ••d. .. _ RT , UNDISTURBED EA H O � o0 0 12"MIN T EE ED GR • � - • • FOUNDA ION — — — CR AVEC N UNDISTURBED EARTH .. S I - d .. . UNDERDRAIN - - - - - - -- - - . - .• .'� � - D D �' \ •° d d 0 � � D p .O .. .a �° DETAIL � o 0 12" MINIMUM SCREENED GRAVEL - PRECAST DOUBLE- GRATE CATCH BASIN ,2"MINIM - (NOT TO SCALE) o 0 NED GRAVEL .. SCREE _ UNDISTURBED EARTH . D ETAI L THICKNESS OF BOTTOM SLA g 3„ M ' INIMUM CONCRETE FILL ' SHALL NOT BE LESS THAN - DOUBLOE GRATE THE MANHOLE BARREL R AST H BA SECTION WALL OR TOP SLAB . . WHICHEVER IS GREATER UNDISTURBED EARTH " _ - (NOT ,, . . - ; . , ' AME . . . . . FR I L GRATE • . .. . . . I • - _ LIFTING STRAPS -. - . . P R ECAS DRAIN MAN H �O LE T . . GRATE � . :: _.: , . . . � - T TO SCAL ) _ :. - (NO E I . . . . . . - . . . . .. >. : . ' . CANNING BOARD DANDY SACK D FRAME • INSTALLED BETWEEN T HE GRATE AN ;. I CERTIFY THAT I HAVE CONFORMED S DEEDS IN - PREPARING THIS PLAN GISTERS : : , . — PARAGE • SECTION LERKS RTIFICATION ON THE PLAN LIAMS S C CE WIL & S LLC A—A ATE _ _ ATE LIFTING ST ,� . , - ,.. • -- 6 0 ". - AP CATCH BASIN GRATE : D •' IO GR R M ' . CLERK OF THE CITY OF SALEM, DO SATAN RA PLACED ABOVE THE ' I, E HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY 2'=0" " 2'-0" - - THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS •� 2 0 6 0' LOWER STRAPS AND H IFTI , . OFFICE AND THAT NO APPEAL WAS RECEIVED DURING .THE TWENTY ' 0" "', TR APS_ � 4 , . .. .. .. .. DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. � _ AP 4,. 6., a L ER ' � . . ..� � . . 6 . - ----------------------------- n � -----------------------..— CITY CLERK 4 a ,DAN ACK" —_ INT TRAP OPEN THROAT GRANITE DY S OR CURB INLET SECTION OPEN THROAT GRANITE �. . , . QUAL SEDIME E •. URB INLET SECTION ------------------------ . C • . . E ATCH SIN SEDIM T A A f7 DAT EN f C B TR . PRECAST D ETAI L CATCH PRECAST (NOT, TO SCALE) BASIN - CATCH Notes• SECTION , BASIN 1) To be placed in the existing catch basins located in Cldrke Avenue prior to the start of construction. � A—A OPEN THROAT GRANITE - 2) T e plac e propos shown i ed�ately after installation to prev nt dement • CURB INLET SECTION SEACT ON fromo reachingethenstormwater anagements'areas 'mm a se a PLAN 3 Peer review comments 12/07/2015 .. : : . rn_ - ' 3 FLANGE CATCH BASIN FRAME PLAN 2 No changes to this sheet 11/10/2015 ,.. " . AND CASCADE GRATE LEBARON ' 42 4„ LK1200 OR APPOROVED EQUAL . , . . . OPEN THROAT GRANIT E NO. REVISION DATE � ., , . . 18•' . . (@ LOW POINTS USE LF248-2) CURB INLET SECTION o CATCH BASIN FRAME NAND GRATE SHALL 'BE MODEL D ETA' � SHEET \ .a 44"- , �r , . .• ., BRICKS AND MORTAR C : _I — .. �� n . . ��. d • .• •.�` . , .- d . . . .°• LV-2448-2 FRAME WITH LK1200 GRATES ON SLOPES . ,, RON H ION N ♦ .'. a � •• , • ♦ .•�� ' P ; ';'�� . TO BE USED TO MAKE DRY,8 NC. OF BR0�TON, MOINOR EQUALBA � - T r FOUN T E JVOODLAINDS SUBDIVS . GRADE ADJUSTMEN S , .� � - . •'. • t. - (SET AT BINDER COURSE AND RESET AT t 1 EM, MA�SSACHU ETf 4" SAL FRAME. & GRATE � �:� BRICKS AND MORTAR' �••� 28 � � 18" BELOW FINISH PAVEMENT) � .' � ° .� , : 24" :;. TO BE USED TO MAKE . : , � GRADE ADJUSTMENTS R R BARBARA DRISCOLL ET AL o a� � .a' � .,, ' • . . .•a %.. : a' ; ';•. • :•' � . . BRICKS AND MO TA TO BE USED TO MAKE 18 WALLACE ROAD . 48" t1" DIAMETER 48" t1" DIAMETER 48" t GRADE ADJUSTMENTS LYNN, MA 01901 �' ' � FRAME & GRAT'E BRICKS AND MORTAR � �I �I LC CERTS 36055,36056,36057 .•. ' .. 1 TAME 22 : ' • PRECAST •��. .• PRECAST � �.; To BE USED TO MAKE . �'.� PRECAST APPLICANT: �" TT T � q •��+ PRECAST WILLIAMS Y RADE JUSTMENT I o ,' CATCH BASIN -: . CATCH BASIN CATCH BASIN G AD S CATCH BAS N NSD REALTY TRUST SPARAGES � .. ,�' i � � � � �� .,' < � .. � � .. � `. °. � ��' • 48" f 1" D � .. : � .. � KViLLE STREET ENc�NEERS �. PIANNERS t SURVEYORS L6N OA MA 01905 • . . .� MAIN STRE 3 ELEVATION - SECTION ELEVATION .. TION PROJECT LOCUS: 189 NORTH ET o . , L ��H oFnaAss CLARK AVENUE SALEM, MA ETON,`MA 01949 o A—A - S A A � �' q S .SUITE 1 ��' oy ASSESSORS REFERENCE: PHONE: (978) 539-8088 �, PETER M. �, .� - � ,� MAP 6 PARELS 7, 8 & 9 � FAX• (978) 539 8200 � BLAISDELL,JR. ..� GRANITE CURB INLET DOUBLE—GRATE CB GRANITE CURB IN-LET " � � CIV►L Q n1o.41s1s DETAIL SHEET 3 OF 4 y : : : `DETAIL DETAIL Ao 9��, eP``o ��Q SCALE: NOT TO SCALE a ST �� v N � - .. ( OT TO SCALE) . _ . N OT T CA • � N SHEET 10 OF 1 1 " SING GRAT LE E ,` S AE) • 0 o ( DOUBLE GR TE .. AUGUST 14 201 S o : • w J N - � : , _ ---- _ _ __ ,_...._._ __.��1__-._.. � .... - -- ; : - - - • . . ' DRAIN MANHOLE COVERS � � DRAIN MANHOLE COVERS RAIN RS BRICKS AND MORTAR RIMS=142.50 BRICKS- AND MORTAR RIMS=132.83 - E COVE DRAIN MANHOLE COVERS . SUPPLIER TO PROVIDE 0 MANHOL � � . SUPPLIER TO PROVIDE BRICKS AND MORTAR RIMS-118.83 TO BE USED TO MAKE 6-INCH FLAT TOP TO BE USED TO MAKE SUPPLIER TO PROVIDE BRICKS AND MORTAR RIMS=122.83 GRADE ADJUSTMENTS GRADE ADJUSTMENTS 6-INCH FLAT• TOP TO BE USED TO MAKE SUPPLIER TO PROVIDE ,; R s, � 6-INCH FLAT TOP TO BE USED TO MAKE COVERS TO SUPPORT AN •' COVERS TO SUPPORT AN GRADE ADJUSTMENTS - r 6-INCH FLAT TOP = • ' o ' •� 4. _ • -• Q • - COVERS TO SUPPORT AN GRADE ADJUSTMENTS ' �o - .' ' _ c� ' � H-20 LOAD . -o _ . , , •• c; �. :b_ H-20 LOAD �'o_a•• '_ � a o' � �• H-20 LOAD - • • _�.� • _ .•�; cam' : Lt. H�20 LOAD SUPPORT AN o - SET TOP OF E>YAFFLE AT SET TOP OF B3AFFLE AT SET TOP OF BAFFLE AT o ELEV. 135.50 o ELEV.=131.20 � - ELEV.=117.35 � � ELEVT--0121�30BAFFLE AT . . 00 YR STORN� o YR STORM - _ o �' SET 2'L WEIR � 100YR f 10" ® 134.50 . •� STORM ELEV.=135.34 - _' 8" � 120.50 '- SET 2'L,WEIR CSD 100YR " 1 100 18" HDPE � 8 ® 134.00 0 18" HDPE o o o o � o , STORM ELEV=121.06 ` INLET PIPE o •, INLET PIPE � ._ o 18" HDPE 18 HDPE INV=132.75 b INV=128.50 INLET PIPE N _ INLET PIPE ' -� S=LEVEL � - -�- S=LEVEL .� - - _� INV-115.50 � _� INV=118.00 � _ _ = 4" ® 132.75 0 _ 2.5" � 128.5 - 8" ® 115.5 S=LEVEL � o S LEVEL n PRE-CAST C0INCRETE 6" � 118.0 ' INFILTRATION BASIN 1 TRAP ROCK INFILTRATION BASIN 2 PRE=CAST COINCRETE o o TRAP ROCK INFILTRATION BASIN 3 PRE-CAST CONCRETE :: PANEL WITH C)RIFICE PANEL WITH 0)RIFICE TRAP ROCK PANEL WITH ORIFICE INFILTRATION BASIN 4 TRAP ROCK �. . PRE-CAST CONCRETE i • PANEL WITH ORIFICE - •- o . 72 t1 72" t1". DIAMETER 72" t1" _ IAMETER .• DIAMETER .• DIAMET-R .. .' •' �- 12" HDPE •. OUTSET PIPE -� OUTLET PIPE _ D 12" HDPE 12" HDPE = 72" t1" INV=131.50 - _ OUTLETD PIPE i I V I -113 .; -. P _ .-. _ .: ..� Q � _ ..I N 127 50 INV=114.50 _ NV IL I -_ 50 -�- ' •'o' o. .•o•. • o••' �. ° °° ° OUTSIDE OF PIPE - o .°o ° OUTSIDE OF PIIPE ° •°o_ ° I a . � 0 „ +2" CLEARANCE . +2" CLEARANCE ° I ° �OUTSIDE OF PIIPE OUTSIDE OF PIPE 12 MINIMUM 12"MINIMUM 12"MINIMUM +2" CLEARANCE 12"MINIMUM +2" CLEARANCE SCREENED GRAVEL SCREENED GRAVEL DISTURBED ARTH DISTURBED E RTH EENED GRAVEL - � RE D RAVEL UN E UN •A SC ENE G . . UND ISTURBED EARTH UNDISTURBED EARTH SECTION SECTION SECTION •. . ..- (2) DRAIN .. : , .MANHOLE COVERS I (2) DRAIN (2) DRAIN (2) DRAIN ' ANHOLE COVERS NHOLE VERS ANHOLE COVERS �ir'1"� i1"'T� M MA CO . i � / I i � / rT � �r M � I I � � / I \ \` /� I I � i I � � I I � � � I I � � � I I INLET � OUTLET INLET � OUTLET I -� DRAIN ( I D R A 1 N -► INLET � OUTLET . PIPE PIPE PIPE D R A I N ( ( D R A I N plpE -� D R A I N ( ( D R A I N #'' (PIPE ' D R A I N ( ( D R A I N OP PE T PIPE` ' PIPE '� I PRECAST CRTC ASIN .. PRECAST CATCH BASIN � � PRECAST CATCH BASIN � � H B L� 1..J. .L..� � PRECAST CATCH BASIN I PLAN PL . AN ' PLAN PLAN .. OUTLET CONTROL STRUCTURE - OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE • ; 0 : UTLET CONTROL STRUCTURE . INFILTRATION .BASIN 1 - INFILTRATION BASIN 2 INFILTRATION BASIN 3 INFILTRATION BASIN 4 (NOT TO SCALE) (NOT TO SCALE) OT S L (N 0 CA E) OT TO AL .. T (N SC E) : _ � - 4'-0" ,, • _. . T . D E ECTAB LE WAR N T N G PANEL EXISTING GRADE PLANNING ARD . D ETA( L BO L ) DETECTA E ARNING PANE - . � � BL W ----------- (NOT TO SCA E L � � � �• �� E E6» OF UNDISTURB D �j �j\�j\�j\�j\//\/ I n RTH EX 01L OST P LA P W 3" IM NN P TO M & ROEPLACE / US S USHED STONE - BIT. SIDEWALK ' . ; . USABLE SIDEWALK WIDTH PER AAB IS NOT TO BE _ ----------------------- GRAVEL LESS THAN 4'_0„ DETAIL . A I L CR • T SCAL - . OT TO SCAL ----------=---=--------= OADWAY LOAM & SEED :' NOTE: . • (NO TO E) N E ' � � � � + � •� � + x � // �� DETECTABLE WARNING PANELS ARE REQUIRED �3" O.D. \ _ \ /�\///, ON ALL PROPOSED WHEELCHAIR RAMPS TO BE 3 ,�\//�� \/� �� - INSTALLED IN ACCORDANCE WITH CONSTRUCTION . 3 8" DIA. HOLE 1 � �\ \/\ STANDARD M/E 107.6.5R (DECEMBER 2004) TYPICAL INSTALLATION $ 4..25" DIA. . .. \/� \� •� / � //, / /2 \ I DEEP AT ACTUAL ------------------------ POINT OF SURVEY /�� /�� ` PANELS MAY BE CONCRETE PRECAST OR O Q �� \�/ � ` CAST IN PLACE OR OTHER SUITABLE , „_ ,1 T ' REFERENCE /��\ /� \ ' \ MATERIAL PERMANENTLY APPLIED TO THE � z 1�J - - - \\ \/\ . � � //\ RAMP. DETECTABLE WARNING SURFACES �// 48 \�/� _. SHALL CONTRAST VISUALLY WITH ADJACENT _ /\ �//\ �0 � � 50� TO 60� � 1 �� \� S EI TH E R LIGHT-O N-DARK, " . �- �I I I„ 0.2" -----•------------------- / \ WA KING SURFACE o.s5 N OF BASE DIA. _ \� � ORLDARK-ON-LIGHT A Imo_I I A II I - c� i - , » �\/ //\� MIN. _ Iw ; � I : .. 6 ��// �// I _ � 27.75" .: -----•------------------- \ - � � /� ///� O � � �0.9"=1.4" z .I .. i // �\ t- \ `\/ //�� SECTION A A o . LAYOUT \/ �/ / ATE � -ter I �I � D - LINE �� \� / /� \ � f { \ \ . . m - � � 1 1.25 . - ' o_ N ° 3 Peer review comments 12/07/2015 GRAN ITE BOUND SIDEWALK VARIABLE � VARIABLE h� 4 5" o .5%* MAX O 7.5%* MAX � No changes to this sheet 11/10/2015 D ETA I L � , � ,, . Details 9/4/2015 7 � 1 � . 7 0 DIA. NO. REVISION DATE o (NOT TO SCALE) • . h i 19.0" LEVEL LANDING . � GRASS PLOT 1 .5%* CROSS SLOPE � Z� . �� Z � /� n N EET FOR I * - ACORN POST TOP-TYPE LAMP AS � THE WOODLf'1NDS SUBDIVS ON �, MEET PROPOS AM � �° DRAINA ANUF URED BY COOPER LIGHTIN , . NC. - TOWARD STR 3 22„ T R GE C -� _ GRADE AT END ODF CURB `� � EOUALA SALEM, MASSACHUSETTS G I 0 � 0 0 0 0 ~� GRASS PLOT Z� � .. I � .. 0 000 00000 PROPOSED LAMP TYPE = HIGH PRESSURE OWNER: 00000 00000 I • . , SODIUM (HPS) BARBARA DRISCOLL ET AL EDGE OF ROADWAY - � L8 WALLACE ROAD YNN, MA 01901 " GRANITE CURB PROPOSED LAMP WATTAGE = 150 LC CERTS 36055,36056,36057 �, - .. I 6" REVEAL 20" U 6" RE AL AT END � DISTRIBUTION = TYPE III INTERNAL REFRACTOR APPLICANT: � �af� VE I I WILLI S o , .. . : . . . . NSD REALTY TRUST (� i PLAIN CEMENT CONCRETE � S� �� E�� ' 5'-0" MIN: RAMP 24" "LEVEL LANDING" WITH 76 OAKVILLE STREET er,clN��s1^1I�Nt.NL�-�],<JRvevaas I REFERENCE DETECTABLE WARNING .-PANEL COMPOSITE LIGHT P 0 LE - LYNN, MA 01905 o .' POINT 1 .5% * SLOPE FOR DRAINAGE PROJEC LOCUS: 189 NORTH MAIN STREET i I CERTIFY THAT I HAVE CONFORMED - P��HOFMgssgo CLARK AVENUE SALEM, MA MIDDLETO DETAIL SEAL WITH THE RULES AND REGULATIONS (NOT TO SCALE) - o� PETER M. tiG ASSESSORS REFERENCE: PHONE: 978 539-180 8 OF THE REGISTERS OF DEEDS IN WHEELCHAIR RAMP WC R - � BLAISDELL,JR. �, FAX: 9 8 539-8200 Q PREPARING THI � � _ o -+ MAP 6 PARSES 7, 8 & 9 ( ) . Y S PLAN. . PROPOSED LIGHT POLE SHALL BE A DURABLE FIBERGLASS REINFORCED COMPOSITE FLUTED TYPE, AS MANUFACTURED � CIVIL � o A L NOTES: BY SHAKESPEARE, "WASHINGTON STYLE" WITH A 20" ANCHOIR BASE A 9No.a1slaa Q DETAIL SHEET 4 � F -.-- (NOT TO SCALE) NOTE: THIS MODEL MAY BE SUBSTITUTED WITH A CITY OF SALEM APPROVED EQUIVALENT ,� Fo�ssEP``� ALE. NOT TO SCALE 4 __ _ . _ __ __ `` SC � o � WILLIAMS & ---- GES � - CONSTRUCTION TOLERANCE f0.5% .. '. � o - SPARA LLC �� Q � 14, 2015 �Z. � �� AUGUST � " -_ - ---_ -- --- �-