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6 PARADISE RD - PLANNING (3) iI PERMIT SITE PLAN 6 Paradise Road Salem, Massachusetts 01970 a PREPARED FOR: 6 PARADISE ROAD Beverly National SALEM, MASSACHUSE-14 01970 Bank 240 Cabot Street Beverly, Massachusetts 01915 EOR HANCOCK � . ASSOCIATES I I Civil Engineers ` L Land Surveyors eyo s Landscape Architects ' Environmental O1 f Consultants A 185 CENTRE STREET, DANVERS, MA 01923 VOICE (978) 777-3050, FAX (978) 774-7816 WWW.HAN000KASSOCIATES.COM PROJECT TEAM P V P �G �" T"OFAI CIVIL ENGINEERS 4 RICHARA �1 LAND SURVEYORS= '� DDHE A ,pNo 3 433 LANDSCAPE ARCHITECTS wqM�FyF , HANCOCK ASSOC/A TES 1 dog '°�ooq 185 CENTRE STREET ° SHEE71NQ, DANVERS, MASSACHUSETTS 01923 A SHEET 1.............................. 7777-E SHEET SHEET 2.............................. N07FS, REFERENCES & LEGEND ARCHITECTS: ACINIff MAP SHEET' J.............................. EX/S17NG COND/170NS PLAN SCALE. 1=2000' THE MARI7NS COMPANIES SHEET A............................. LAYOUT, MA 7FR/ALS AND S/7F U77LI77ES PLAN 2 FME RFD 12/4/06 ZBA COMMENTS 130 SYLVAN S77'EET SHEET 5.............................. GRAD/NG AND DRAINAGE PLAN 1 FME RFD 11/14/06 LANDSCAPE CHANGES NO. BY APP DATE ISSUE/REVISION DESCRIPTION i DANI/ERS, MASSACHUSETTS 01923 OVMER. SHEET 6&............................. PLAN77NG AND LIGH77NG PLAN DATE: 10/10/06 DESIGN BY: FME THE LAGER FAMILY REALTY TRUST SHEET 7.............................. S/1EWORK DETAILS PLAN SCALE: AS SHOWN DRAWN BY: FME CHECK BY: RFD APPLICANT. TITLE PL-ANNING BOARD BEVERLY NA 77ONAL BANKSHEET 6 PARADISE ROAD APPROVED SALEM, MASSACHUSETTS 01970 SITE PLAN 'I I PLOT DATE Dec 07. 2006 10:49 om I PATH: F:\Land Projects R2\13110\dwg\ENG\ DWG: 1311 OPS1.dwg LAYOUT: TS01 A e SHEET: 1 OF 7 PS 1 PROJECT NO.: 13110 ZONING LEGEND GENERAL NO TES B-2 - BUSINESS H/GHWA Y EXISTING PROPOSED PERMIT ■■■■■■IFM■■■■■■m FORCE MA/N I■■■■■■IFM.■..... 1. LOCA 77ONS OF EXIS77NG UNDERGROUND U&I RES/OBSIRUC110NS/SYSTEMS SHOWN HEREON ARE APPROX/MA TE ONE Y. ALL U11LI RES/OBSTRUC770NS/SYSTFMS MA Y NOT BE SHOWN. CONTRACTOR SHALL BE 8"Cl SEWER LINE AND MANHOLE SMH SITE ASSESSORS =______ ___________________ SIZE MATERIAL & FLOW DIRECTION SS--�- WN RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND U71U11ES/OBSTRUCTIONS/SYSTEMS, WHETHER OR NOT SHOHEREON. 12"RCP DR41NUNE WITH PIPE SIZE MATERAL DMHP LAN MAP 20 LOTS 3 & 5 ______ _________�___= & fZOW DIREC770N, C40/1 BASIN SD 2. UNLESS OTHERWISE SHOWN, ALL NEW U77LI77ES SHALL BE UNDERGROUND. MANHOLE & ROUND C4TCH 84S/NDS i RD-o- ROOF DRAIN AND DOWNSPOUT -RD--- 3. CON7RACTOR SHALL FURN/SH CONS7RUC770N LAYOUT OF BU/LD/NG AND S17F IMPROVEMENTS 7N/S HVRK UD-------- PERF ORA7FD UNDERDR4/N -------UD-------- SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. 6 Paradise Road REFERENCES ------ DEED BOOK 8477, PAGE 130 NDA FDD FOU77oN DRAIN FD Salem' Massachusetts 01970 ONDA7WELL ® 4. SAFETY MEASURES, COIVSIRUC70N METHODS AND CONTROL OF WORK SHALL BE RESPONSIBILITY PLAN 242 OF 1930 ws WATER SERVICE ws OF CONTRACTOR. w -{X}-- WATER MA/N AND VALVE w --0- 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXIS771VG IMPROVEMENTS G �`w- NATURAL GAS UNE AND VALVE G�.- DAMAGED DURING CONSTRUCTION TNA T ARE NOT DES/GNA TED FOR DEMOL177ON AND / OR REMOVAL RECORD OWNER HEREON. DAAAAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SA T7SFACT70N OF INE/R PROPERTY LINE RESPEC77VE OWNERS. THE LAGER FA MIL Y REAL TY TRUST - - - - - - - - EASEMENT UNE -------- 6. 1N/S PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILD/NG FOUNDA77ON DES/GN, WH/CH TOWN UNE WOULD INCLUDE DETAILS AND FINAL ELEVA 77ONS OF FOOTINGS, WALLS AND SUBSURFACE MATCH UNE DRA INA GE TO PREVENT INTERIOR fZOODING. SEE ARCH/7EC7URAL AND/OR S7RUC7URAL DRAWINGS. Sf&c DA TA LIGATURE TO IND/C47F CON77N000S �A�F OWNERSHIP ACROSS LINES 7. ANY INTENDED REVIS/ON OF THE HORIZONTAL AND/OR VERTICAL LOCA 110N OF IMPROVEMENTS' TO LOT AREA 0.55E A C. BE CONSTRUCTED AS SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIOR IMPER WOUS A REA - TO TA L S/TE PRE-DE VEL OPMEN T POS T-DE VEL OPMEN T55.36' BEAR/NG & DISTANCE ALONG BOUNDARY 55.36' 7D /MPLEMENTA 77ON N. - BUILDING AREA 2,810.± SF (11.690) 2,667E SF (11. 17.) « 249 56' �� TOTALED BOUNDARY fRONTAGE « 24N120'4623 E N120'4624623» 8. RIM ELEVA 77ONS SHOWN FOR NEW STRUCTURES ARE APPROX/MA 7F AND ARE PROVIDED TO ASS/ST Beverly National PA VEMENT & SIDEWALK AREA 18,400--t- SF (76.39) 18,506-1- SF (76.790) CON7RACTOR WITH MA 7FR/AL TAKEOFFS. FINISH RIM ELEVA 77ONS SHOULD MA TCH PAVEMENT, GRAD/NG B an� TOTAL /MPER I/lOUS AREA 21,210-+ SF (87.99') 21, 173E SF (87.89') 2 EL.EVA7TON BENCH MARK OR LANDSCAPING, UNLESS SPECIf7CALLY INDICATED OTHERWISE. x BARBED WIRE FENCE x 9. WHERE EXIS77NG U77LI7Y LINES S7RUC7URES ARE TO BE CUT VROKEN DOWN/ABANDONED, ONES/STRUCTURES 240 Cabot Street OPEN SPACE & LANDSCAPED AREA 2,915E SF (12. 19') 2,9521 SF (12.29') o , 6' CLF 6' CLF SHALL BE PLUGGEDICAPPED17LLED IN ACCORDANCE WITH OMER R£QU/RE ENTS CHAIN LINK FENCE WITH HEIGHT Beverly, Massachusetts 01915 5 WF WOOD FENCE WITH HEIGHT . . 5 WE 12. 7HE CON7RAC;TOR SHALL VER/FY THE LOCA 77ON AND RELA TI VE ELEVA 77ON OF BENCH MARKS PR/OR TO COMMENCEMS)VT OF CONS7RUC7701V ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER. S70NE WALL 13. PROPOSED BUJLD/NG FOUNDA77ON CONFIGURATION AND LOCA 770N ON THE LOT AS SHOWN ARE CONCEPTUAL PARK/NG.' STONE RETAINING WALL o.. ,. AND SHALL BE VERIRED AS TO CONFORMANCE WTH FINAL ARCHITFC7URAL PLANS AND ZONING ORDINANCES REQUIRED.' 18PR/OR TO CONS7RUC770N. ^ RETAINING WALL HANCOCK1 SPACE/150 SF GROSS FLOOR AREA rir rir- EDGE OF LAWN r�� ��� 14. SILT fFNCE AND/OR HA YBALES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH D/S7URBANCE OCCURS PROVIDED: ----qtr------- --- EDGE OF GRAVEL OR DIRT ROAD AND SHALL SERVE AS THE LIMIT OF HVRK. STANDARD 16 $� EDGE OF PAVEMENT 15. S7RUC7URE DETAILS FROM INDEPENDENT VENDORS ARE CONSTAN7Z Y CHANGING PRIOR TO CONTRUC770N, 7HE ASSOCIATES HANDICAPPED 2 SGC VGC CONTRACTOR SHALL VER/FY TNA T DETAILS SHOWN MA TCH CURRENT DETAILS AND SPECIFICA 77ONS fROM TOTAL 18 CURB (see obbreviotions) VENDORS. - -------- PATH PATH OR M4/L 16. DUMPSTFRS WILL BE REMOVED AND NOT REPLACED, 7RASH PICK-UP WILL BE UTILIZED AND IS 7HE OWNERS Civil Engineers DhENS1ONAL REOUIREMEiN7S RESPONSIBILITY BU/LD/NG, LIGHT STEPS & OVERHANG � REQUIRED PROI/IDED `--------- ''--------- Land Surveyors LOT AREA 12,000 SF 23,769 SF x 92.6 SPOT ELEVA77ON x FU 933 LOT WIDTH 100 FT 102 FT _______ 92 __ ELEVA 77ON CONTOUR Landscape Architects 92 FRONT YARD 30 FT 3o FT _ REGULA TORY NOTES SDE YARD 10 FT 46 FT /NIFRM(77FNT STREAM, DRAINAGE DITCH, Environmental REAR YARD 30 FT 36 FT -'"-"- OR EDGE OF SEASONAL POND/NG AREA MAX/MUM BU/LD/NG HEIGHT 30 FT 30 FT � _ _ =_-. 1. CONTRACTOR SHALL CONTACT DIG-SAFE FOR UNDERGROUND Ul1UlY MARK/NG AT 1-888-344-7233 Consultants _.______- - SHORE L/NE (see abbreviations) A T LEAST 72' HOURS PR/OR TO COMMENCEMENT OF ANY HVRK. MAXIMUM BUILDING AREA 25 9' 11 9' � MHw - MEAN HIGH WATER 2. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL CONSIRUC77ON REQUIREMENTS CONDI77ONS. ........ . MEAN LOW WATER AND LIMITA77ONS IMPOSED BY PERM/TS AND APPROVALS ISSUED BY REGULATORY AUTHOR177ES PR/OR TO COMMENCEMENT OF ANY AVRK. CON7RACTOR SHALL COORDINATE AND OBTAIN ALL 185 CENTRE STREET, DANVERS, MA 01923 WFA9 LIMIT OF BORDERING VEGETATED WE7LWD CONS7RUC1101N PERMITS REQUIRED BY REGULA TORY AUTHOR/77ES. VOICE (978) 777-3050, FAX (978) 774-7816 Ak W (WITH FLAG NUMBER) WWW.HAN000KASSOCIATES.COM 3. ALL HvRK OUTS/DE OF BUILD/NG TNA T IS LESS THAN 10 FEET FROM 7HE INSIDE FACE OF BU/LD/NG Q LIMIT OF 100-MOT WETLAND BUFFER ZONE FOUNDA 77ONS SHALL CONFORM WITH THE UNIFORM STA 7E PLUMBING CODE OF MASSACHUSETTS oo LIMIT OF 200-FOOT R/VERFRONT ZONE 248 CMR 2.00. LIMIT OF 100-YEAR FLOODPLAIN - AV - LIMIT OF 10-YEAR fZOODPLAIN RICHARD LIMIT OF CONSERVANCY D/SIR/CT, WATERSHED l DOHERn PROTECTION DWR/CT, OR INLAND fZOODPLAIN" 0 CIVI �No.3 4 3 0 LIMIT OF WE7L4ND REPLICATION AREA 00 Ago �► 0 LIMIT OF COASTAL BANK aFa °A G EDGE OF WOODS OR BRUSH (DRIP LINE) 96.8 PROMINENT DECIDUOUS 7REE 96.8 12"M WITH ELEVA 770N. SIZE AND SPECIES 12"M 96.8 PROMINENT CON/fFROUS 7REE 96.8 18"P WITH ELEVA7TON, SIZE AND SPEC/ES 18"P ROCK OUTCROP (LEDGE) SILT FENCE HA)'BAEES 2 fME RFD 12/4/06 ZBA COMMENTS RL TER SOCK 1 FME RFD 11/14/06 LANDSCAPE CHANGES -�• SURFACE RUNOFF D/REC110N PL..A N IJ I N G E3 ��R c) NO. BY APP DATE ISSUE/REVISION DESCRIPT10N -'■Z WATERCOURSE FLOW DATE: 10/10/06 GN BY: FIVIE APPROVE[) SCALE: AS SHOWN DRAIWN BY: FME TP PIPE FLOW SITE PLAtq CHECK BY: RFD TP-1 Q5 95.2 TEST PIT WITH ELE VA77ON jjj PT6 PERCOLA77ON TEST O SP2 SOIL PROBE N TES9 Q SB3 SOIL BOR/NG 0 GM5 GROUNDWATER MONITOR/NG WELL REFERENCES AND LEGEND PLOT DATE. Dee 07, 2006 10:50 am PATH: F:\Land Projects R2\13110\dwg\ENC\ DWG: 1311 OPS1.dwg LAYOUT: NRL01 A SHEET: 2 OF 7 Ps�2 PROJECT NO.: 13110 �- ASSESSORS.• MAP 20, LOTS 3 & 5 PERMIT L " REFERENCES.• SITE c It N DEED BOOK 8477, PAGE 130 PLAN 242 OF 1930 PLAN RECORD OWNER: THE LAGER FAMILY REALTY TRUST 6 Paradise Road CV I/ r QSalem, Massachusetts 01970 fill ZONING.- B-2 BUSINESS HIGHWAY J v I' Ir !/ PRH'ARED FOR. I r IMES,. 1) ELEVATIONS SHOWN HEREON REFER TO THE NATIONAL Ir THE JNS REAL ESTATE TRUST GEODETIC VERTICAL DATUM OF 1929 (MEAN SEA LEVEL). PLAN 242 OF 1930 N 2) PROJECT SOURCE BENCHMARK IS RM#1 (46.12' N.G.V.D. OF j 1929) AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE o � TOWN OF SWAMPSCOTT, MA, COMMUNITY-PANEL #250105 0001C, BeverlyNational REVISED JULY 2, 1992. RM#1 IS A CHISELED SQUARE CUT IN TOP OF GRANITE BLOCK ON MARBLEHEAD-SWAMPSCOTT TOWN LINE • ►� BOUND. IT IS LOCATED IN THE PARKING LOT OF GENERAL Bank 6 STOCKADE o W GLOVER HOUSE ON TEDESCO ROAD IN MARBLEHEAD. 44.38 d. o 5' STOCKADE3.53 43 �; FENCE ��� QST N5• 5' s 0 3) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM 240 Cabot Street �� 2 9 '� DE 42.87 5j6�54. o w NI FORMAELD OTIONIOON FNS ILE SATUTHE RCITY ES AENG ENND GINEERING 01 FFIC S,LABLE RC CITY Beverly, Massachusetts 01915 ARTHUR E. LAGER U, ,� E PLAN 242 OF 1930 37 CPAD °`�5 4 .05 A 1 42.71 4' STACK a `� D.P.W., MASS HIGHWAY DEPT. AND UTILITY COMPANIES. OTHER PLAN 483 OF 1970 i �A' � � 124•p5 CpNC F£NC AD£ I O UNDERGROUND UTILITIES MAY EXIST. IT SHALL BE THE 45.01 ���. ° S R RFT£ 42.43 / RESPONSIBILITY OF THE DESIGN ENGINEER AND THE CONTRACTOR CC o TO VERIFY THE LOCATION, SIZE & ELEVATION OF ALL UTILITIES 43.01 r, s = i 47 2 o "> O WITHIN THE AREA OF PROPOSED WORK AND TO CONTACT X COLD R=42.36 �, ,�2 , 4 t "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO HANCOCK 1=ED- St��G 43.12 X STORAGE ®_ 12"RCP R=41.91 a` PLANTED AR T D ANY EXCAVATION, DEMOLITION OR CONSTRUCTION. 42.66 -_�_ 1=3 (. •� �GO�G 42.93X X 4 37 -� A o '� 4) BUILDING OFFSETS SHOWN HEREON ARE TO CORNER CONCRETE I 2 73 ` = ,, 12"�� w� 41.91 �- o BLOCK UNLESS OTHERWISE NOTED. ASSOCIATES g1� G R=42.79 4245 42.80 4 `= J R=41.72 £N1FR" vR=40.49 s� !� NO OUT PIPE � v 3 1=38.0 W "WENDYS" 41.55 0 1=38.2 S) 16 c�'s`� `� 43.27 IS Wq R rn a 42.33 _I=38.0(E3 SIGN 4 •g2 4 .54 1=37.7 SW) 5) EVIDENCE OF EXISTING UNDERGROUND ELECTRIC EXISTS AT G 6 <o a / \ 42• 4�8.OS=� _ _ _ 1=37.7 w t LIGHT POLES AND SIGNS ON SITE. LOCATION OF SAID LINES ARE 46.0 G '� EL=36.9 �; 1 MENU SIGN /, 27 �R -----10�RCP -- . 1=37.5 E) I UNKNOWN. 1=40.8(N) _ TRAP EA S / METER FIRST FLOOR `� .�, Q �r ,� Civil Engineers f ON TILE 41 7 '„ V `�:� " J `r o so ► r ' FIRST FLOOR EL.=42.85 ,'lllty 12"/1i�` rid O 6 AN IRRIGATION SYSTEM WAS OBSERVED ON SITE. LOCATION OF CONCRETEEL2 THRESHOLD N OR i " \0'P�`:. �- ) 44.5 ?�C CO BU E BLO � � G GV � 4 ^R=40.53 �� SAID WATERLINES ARE UNKNOWN. Land Surveyors Ir? rn, / 591=37.7 /, R=4.7(E 1DlI1/G CK � N\ CANTED1=40 , o ►r 7) EXTREME CAUTION IS RECOMMENDED WITH REGARD TO .6 FIRST FLOOR ^ AREA , . �Q ; UNDERGROUND UTILITIES AS MUNICIPAL RECORDS WERE r'� ON TILE ,� G co NON-EXISTANT. Landscape Architects X 45.14 \ 42 EL.=42.71 let 42.36 ,, � p Cp�A82 co �`'I 6 �j \ \ 4 CpNCR£'E pA 7p / £NGj�ASs PFL^AG� p�GQ;', $ Uo c 7 •Bj2r \ D NC£ N ,moo `. S. �1 `t'� \ 23,769E S.F. 42.a �42.57 2631 ), ��r`� Cal11 w Environmental 1< �`� 6 GG 4 34 \ 1 1q, 42.42 7 42.80 30 4•ii' o °`� Consultants ` 43.78 J> N$ � G 043.42 PARE;A D (.PIPE 4 2.26 , ^ ; �. ->6' rk�' S G (FD 228 4 ^ o� .. � A \ _ \ 42.6 )4 0 tx ' � "WENDYS EXIT" �� GRASS o OF \ o �' S0 26 �"'� '' o W CO WITH UNDERGROUND R #1 kh p`�' 43`85 �t E C ^� R' `� ELECTRIC �3 ^N76?7' -� \ �R=41.47`� 4 r,� �o R 2 1 X11 r p� �; \ ��j. 7g S¢'H, \SA I=38.1 w ci ` R o� no BOG coo 43.77 p �5ILI � R/Il °rn o 185 CENTRE STREET, DANVERS, MA 01923 MH ° s� 5F, ,!•�' �5 2 \ �n O VOICE (978) 777-3050, FAX (978) 774-7816 `� R> H p PLANTED W' U' 45.55 J� 117A 7.55 G WWW.HAN000KASSOCIATES.COM R ` • • �6 AREA J, \ G _� a` " .. \ 117A •6� ��. �/ `� Lc CD rr� 46.43 PLANTED \ g5 2 RISERS � ' `�: �' tib, p 46.74 v6, gg AREA p .y1\ ��. 4 RI ERS 3/4"� v'S `� `` R S/O 6' \ p�5 44.90 p's�'L$lGl `�9 L ODN 6 ;i Q� SCC 9� ,� ��q�4- 11 �G o 29 0v�a DETAIL b (FD) `� ` ^ R 1 �, 1 e�' G tk$ i< 3/4 p a m a o3F 5� R 5 S 7 I.RROD o ^ �y� Mqs�� 7 }2 `:.q,Q q `• o, 6 I N 6.72' (FD)'WEN ," � NTH UNDERGROUND C� 46`co X 45.34 5• �' q2' �; \\ ®� RDOHE 0 '9 �� ELECTRIC `� GRASS 1" 7 p0' `► \ o IV v, ' �• 4 F� 45.95 6' FENC ADE I(FD) sz� v N RS 6 9, O q p ,Q 96 �'SJ�O R,=46.63 �; / X 46.30 0 19• -76 O d' R yJ' v A6 C't' Ar 1/2- DN T SIL s8 �s s o (FD) . Gl�o9 DETAIL Ro � IQ 1oD e'L10`L pg� N.T.S. 46.70 1 L..Aa ' s �^ 19 R6' O X142" APPROVED R (FD) SELPAN, INC. rk6 Res er' PLAN BOOK 360, PLAN 66 SITE PLAN R=46.30' Alb -234 SURFACE CONTOUR LEGEND �'� 2 FME RFD 12/4/06 ZBA COMMENTS - - - - - - - - EDGE OF PA VEMENT x 232.6 SPOT ELEVA TION 1 FME RFD 11/14/06 LANDSCAPE CHANGES x x x CHAIN LINK FENCE # LIGHT POLE NO. BY APP DATE ISSUE/REVISION DESCRIPTION EDGE OF PLANTED AREA TYPICAL SHRUB 10/10/06 WOOD FENCE RCP REINFORCED CONCRETE PIPE DATE: 10/10/06 DRAWN BY: JAE ❑ ❑ ❑ 26.75 CURB WITH TOP AND BOTTOM C/ CAST IRON SCALE: 1"=20' CHECK BY: WCJ 26.25 CURB EL EVA TION CMP CORRUGA TED METAL PIPE B CCl SEWERLINE & MANHOLE WITH PIPE ASB. ASBESTOS PIPE ELEVATION BENCH MARKS '----- ------" -------------- - SIZE, MATERIAL & FLOW DIRECTION VC I/lTRIFIED CLAY a DATUM: N.G. V.D. OF 1929 � 12 RCP DRAINLINE WITH PIPE SIZE, MA TER/AL & FLOW DIRECTION, CATCHBASIN, PVC POLYVINYL CHLORIDE \NSp NO. DESCRIPTION ELEV. MANHOLE & ROUND CA TCHBAS/N ® CA TCH BASIN 1. TOP SOUTHERLY CORNER CONC. CURB 46.60' CONQM0 ,,V 6"Cl WATER MANHOLE, WA TER MAIN ® ROUND CA TCH BASIN �j PUN w W/TH SIZE, TEE, GA TE VAL VE & 2. U.POLE 117A 1 - SPIKE SET - 1 A.G. 43. 78 FIRE HYDRANT BOLLARDGV SO --pQ--G 10"DI GAS MAIN WITH SIZE SIGN O 3. & GATE VALVE X181 ® MANHOLE (UNKNOWN UTILITY) OHW- EXISTING U77LITY POLE WITH DES/GNA77ON OVERHEAD WIRES AND GUY POLE (R) RECORD PLOT DATE: Doc 07, 2006 10-52 am (C) CAL CUL A TED PATH: F:\Land Pro*ts R2\13110\dwg\ENG\ ELECTRIC MANHOLE & UNDERGROUND DHSB DRILL HOLE IN STONE BOUND E- ELECTRIC LINES I.ROD IRON ROD9 DWG: 13110ec-PS.dw TELEPHONE MANHOLE & UNDERGROUND EPLP ESCUTCHEON PIN IN A LEAD PLUG T- TELEPHONE LINES CC CONCRETE CURB LAYOUT: TOPO DYL DOUBLE YELLOW TRAFFIC LINE VGC VERTICAL GRANITF CURBING SCALE.' 1 " = 20' SHEET: 3 OF 7 PS a (R/H) RECORD AND HELD 0 20 40 80 PROJECT NO.: 13110 'I F r Nr, E THE JNS REAL ESTATE TRUST PERMIT ' �T0rC' ��DEE �� PLAN 242 OF 1930 FEN E / 7 s SITE ;V _ -��ti r PLAN ARTHUR E . LAGER PLAN 242 OF 1930 °'j `� CChem;,' 2\/ ''H NDIC/AP �� �'CCS 6 paradise Road PLAN 483 OF 1970 ' V f %f A R K.I N G'! o�,� 1 / C ° �E/VCE Salem, Massachusetts 01970 O ,S, 4�44 ,y N CC _ . i� 6 V NEW PERVIOUS AREA 6 � c PREPARED FOR � D 9 6 J ! • - ; =__ _ Beverly National �. ,; V � , n ���'`- 1�1y�t 4S �' - _ Ban 6 ' / 1 / - ' 240 Cabot Street F k iJ DRIVE— T. �� ii -- - -- - ---=___ ----------------- O f ��, ��I I ,�. ,'� �v 9 --- --- --- _ Beverly, Massachusetts 01915 �,� E ` V fi; GAS :fir '"�!�!*.,,,,,,, auk E;F R r fLNNCOCK (C 9 ;'/' Zze v�4 ° 1 � -7�,A N T E = ASSOCIATES R r Ar�,EA –` 7NO9 '/� J Civil Engineers CO/VCFLA •5 ,,,' � p / CI_`= 1 Q Land Surveyors (TYP.) ' 6 '�C II' � �, j O P g n -'i✓ Landscape Architects I 0 / . 232769 ± S _ �� p N N `O 0 Uj Environmental Consultants G C PERVIOUS AREA ' r �' © n`r�\ J ENTRE STREET, DANVERS, MA 01923 r _ E_ F .-... � 185 C L C ,� VOICE (978) 777-3050, FAX (978) 774-7816 \ �, WWW.HAN000KASSOCIATES.COM Al • � �.\ •`` ti .{`� � _.. �',•1 ` ♦ � �G /'�- 1 .J f / ' /1 /r t �, f x_11 i A � 1, \• n, J� 71� OF MgS © ` `_a,-, I ' r ' �` R I S E R ,,-117 A V,21" { !J 3�a I A Nr I T,r \\ . �"� % / + f \..: r� ? RICHARD F. r EA r 4 OH (17 1 0C iii,A DFE O �1 �% f / 2 FME RFD 12/4/06 ZBA COMMENTS v f 1 FME RFD 11/14/06 LANDSCAPE CHANGES /,/ p� NO. BY APP DATE ISSUE/REVISION DESCRIPTION DATE: 10/10/06 DESIGN BY: FME P � SCALE: AS SHOWN DRAWN BY: FME `. �. A R0 CHECK BY: RFD "\ SELPAN , INC . SITE: PLAN PLAN BOOK 360, PLAN 66 .� UT, MATERIALS - \ � CONSTRUC77ON KEY NOTES- 20 /NSTALL 'LEFT 7URN ONLY" AND 0 5 10 20 40 AND SITE nLMES (NOT NECESSARILY A CONSTRUCON SEQUENCE) REMOVE REMOVE AND REPLACE EXIS77NG FLOG POLE INSTALL GAS MA/N, USE EXIS77NG CONNECJ70N, LOCA77ON AND 15 INSTALL BOLLARD DO NOT ENTER SIGN PLAN 10 SIZE TO BE DETERMINED /N f7EL0 GRAPHIC SCALE: 1 INCH = 10 FEET 1 /NSTALL VER77CAL CONCRETE CURB6 INSTALL PARK/NG/DR/VE—THRUIDIREC77ONAL ARROW S7R/PING 11 INSTALL WA TER MA/N, USE EXIS77NG CONNEC770N, LOCA 77ON AND 16 INSTALL CONCRETE EN7RANCE PAD 21 REPLACE EXIS77NG STOCKADE FENCE SIZE TO BE DETERMINED /N FIELD ELEVATION BENCH MARKS w 22 EX/S77NG LIGHT TO REMAIN PLOT DATE Doc 07, 200e 10:52 a„ 2 INSTALL B17ZIMINOUS CONCRETE PA VEMENT 7 REMOVE AND/OR REPLACE EXIS17NG SIGNS 12 INSTALL ELECTRIC, TELEPHONE AND CABLE, USE EXIS77NG 17 INSTALL 'EXI/�- SIGN e DATUM: N.G. V.D. OF 1929 PATH: F-\Land Projects R2\13110\dwg\ENC\ CONNEC770N, LOCA 710N AND SIZE TO BE DE7FRM/NED /N FIELD 3 REMOVE EXISNG CONCRETE PAD 8 REMOVE SPEED BUMPS UPON OWNERS DISCRE77ON INSTALL SEWER MA/N, USE EXIS77NG CONMEC770N, LOCA 770N 18 INSTALL 'ENTER' SIGN 23 INSTALL PARK/NG STT?/P/NG N0. DESCRIPTION ELEV. DWG: 13110PS1.dwg 13 AND SIZE TO BE DETERM/NED IN FIELD 1. TOP SOUTHERLY CORNER CONC. CURB 46.60' LAYOUT: LM01 A REMOVE EXIS771VG B/7UM/NOUS PA VEMENT, CURB/NG, AND/OR GREASE TRAP TO BE BY—PASSED, PUMPED, 24 SNOW STORAGE AREA PS�4 4 REMOVE EXIS77NG DUMPS7FR AND CONCRETE PAD 9 SEC170N OF BUILDING AS SHOWN, AND INSTALL LANDSCAPE 14 19 REL EX/S77NG fZAG 2. U.POLE 117A 1 - SPIKE SET - 1' A.G 43.78' SHEET: 4 OF 7 CAPPED, FILLED WITH SAND AND ABANDONED < 'VAN ACCESS/BLE' SIGN 3. PROJECT NO.: 13110 AREAS AND CURBING AS SHOWN. 25 I - THE JNS REAL ESTATE TRUST PETIT PLAN 242 OF 1930 SITE ,r -`- PLAN �;- 43. - ARTHUR E . LAGER !-- \ . . a- co PLAN 242 O F 1930 CIV Paradise Road �,' 43.T Hi �1�!CA _ � Salem, Massachusetts 01970 PLAN 483 OF 1970 . . - . \. ,l��l �. � � ' ��--� -_._ - �C C`� 'r�- 1. -�. NSE , •3' / ---__ \ j b J 2.5 ' ' � � �+ w� ^rye � � ft-ftle 9-4� ' C� PREFAB® FOR . D5 J. D4' -- o Beverly National FG co , ! C ,1 iL_..;` - r-. _ `\ V iti Q �',A 1 .• J}rte.•f "'_- - ...- 1 j 1 S (� ''�, \ \ Bank Di 7 F. ��.. — � .� v' .. � g Ds ,y G. 240 Cabot Street �� r ✓ �'� I DRIVE— T , �?'. ; , / �`�%� `� --_------ --_---- _- � Beverly, Massachusetts 01915 ' _ J Y/ MENU�� �' --- --------- ------ -- - ` C . SIGN i , , � � � •, _ I -- .; , ; Q) F.G. Nil F J HANCOCK 6' �jr40 �.. J ASSOCIATES F.G. / ?8 -r• ' 0 \ No 8' 8�4• 4 .8' �a• '� ; i I ^ , _ ` c Civil Engineers ,l7 F G, ! J JJ37 � ( F.G. 1 1 Vr �\ FG Land Surveyors (Typ) 434 FG Landscape Architects c 23, 769 ± S . F. 0 5 --- _.�` I F.G. -` -� �1 Environmental 435' _ l C� Consultants _._ -�'`— . � ' 42 7' FG ' 40 8 � t ; 430 0) 1/ - - j �•;. �__ __ / / 185 CENTRE STREET, DANVERS, MA 01923 a' ,+ t r VOICE (978) 777-3050, FAX (978) 774-7816 , \ ELLC� 6�5Dr, 41 � / / 'I WWW.HAN000KASSOCIATES.COM C, .._ OF 4 • .\ %- f I ', � j / � �� � J � ," J Qom$ RICHARD F• % i 2 71 1 E f'�� !\ �^. !� p DCIVI 0. r .� j ca .31 all C, IONAV - ,�•� i l i � � � 1 J I� ` \ ^ 2 FME RFD 12/4/06 ZBA COMMENTS 1 FME RFD 11/14/06 LANDSCAPE CHANGES NO. BY APP DATE ISSUE/REVISION DESCRIPTION DATE: 10/10/06 DESIGN BY: FME SCALE: AS SHOWN DRAWN BY: FME CHECK BY: RFD V SELPAN , INC . ':-' LAN PLAN BOOK 360, PLAN 66 , PPVD GRADING AND \` 4 SI-17- PLAN DRAINAGE PLAN DRA INA GESCHEDULE D3 LOWER EXISnNG CATCH BA SIN RIM D6 EXIS11NG DRAIN STRUCTURES WILL BE CLEANED, ELEVATION BENCH MARKS PLOT DATE Dec 07, 2008 10:53 am R/M=42.2 INSPECTED AND REPAIRED /F NECESSARY. DATUM: N.G. V.D. OF 1929 PATH: F:\Land Prot. R2\13110\d"\ENG\ INV==38.6' (FROM D1) D1 INSTALL CATCH BA SIN /NV=38.6' (FROM D5) N0. DESCRIPTION ELEV. DWG: 1311OPS1.dwg RIM=42.4' /NV==38.9' (TO D3) D4 REMOVE EX/S77NG CA TCH BA SIN, CONNECT 1. TOP SOUTHERL Y CORNER CONC. CURB 46.60' INLET PIPE TO OUTLET PIPE LAYOUT: GD01 A � 2. U.POLE f117A11 — SP/KE SET — 1' A.G. 43.78' 0 5 10 20 40 D2 INSTALL 17 LF OF 12" HDPE DRAIN PIPE D5 INSTALL 10 LF OF 8" HDPE ROOF LEADER SHEET: 5 OF 7 3. GRAPHIC SCALE: 1 INCH = 10 FEET PROJECT NO.: 13110 i T PLAN 242 OF 1930 /- NCF- F, PETIT ARTHUR E . LAGER SITE PLAN 242 OF 1930 ' PLAN 483 OF 1970 %- PARKING 1, t (: Jr` PLAN �' �, � � r --1..t- EXISTING IRIS — ,_ (GL EZE� O/Zj�, EXISTING yAN EXISTING CYPRESS E'`/,Q,gN. G _..._� �;` C T RHODODEN ONS ; 6 Paradise Road EXISTING' �, Salem, Massachusetts 01970 H T t EXISTINGL CYPRESS 1` 3-PROPO ED "–!-'.• '""' ` ILEX SHAMROCK GLAB ' p ' EXISTING .. (SHAMROCK KBERRY) CYPRESS c - ` SNOW STORAGE -/ A 4 r IIGr Fv1Cv ^., "WENDY S SIGN EXISTING ANNUALS EXISTING BARBERRY YDRIVE T BeverlyNational MENU SIGN '! Bank 9 EXISTING `- •, \`1 F AZALEAS � 240 Cabot Street P 14 EXISTING Beverly, Massachusetts 01915 ��°O sT%JC DAYLILY 1•'nAZ wANG -, o : E A ANCOCK r A7M0 ExIST1NG ` Niru 1� YEW (. EXISTING LL� ' A - ASSOCIATES � '' YEW I EXISTING PO EXISTIN Q i ANNU ANNUAL , P- EXISTING' SNOW STORAGE I ANNUALS G EX 11NLS EXISTING - ,; lj—��, , Civil Engineers YEW - I 232769 ± S. F. ANINUALS12 E ISTING - Land SUrVe OI'S Y DAYLI Y O5 i EXISTING $AXU MEDIA DENSIFORMIS 3�• 4 A ., "" ;_r a {✓ DAYLILY (DENSE YEW) ANlvua�s �' 0Landscape Architects EXISTING' r RI DWARFS CE HODOD RON EXISTING EUONYMUSWENDYS EXITfNEXISTT � Environmental TH UNDERGROUNDF DWARF sRUCE ConsultantsELECTRIC EXISTIN �. ARBORVIT ; r - 5-EXISTING i 1 r fT\r ^�` \\ '�,� • x'� r `,� * �' - ;`_ _ 1 185 CENTRE STREET, DANVERS, MA 01923 , SEDUM i VOICE - EXISTING EXISTING 978 777-3050, FAX 978 774-7816 — n �-- ( ) ) ARBORVITAE 1 WWW.HAN000KASSOCIATES.COMEXISTING RHODODENDRON RHODODENDRON 7 SNOW STOR AGE. 6 �� •. f j P! SE n c �_11 ,j A.. EXISTING fry'" 4 �' EXISTING JUNIPER = EX NG _ AO TAE BARBERRY SNOW STORAGE .i EXISTING ':- ^�" �, 1>i' = ;1 '�•. ,a ,A►� SPIREA Qy of Ma /. ✓ ; ��a " RICHARD ` O r •.i/� ��\• r � � TVI EXISTING / RBORVITAE `' r i - ✓ s "WENDY'S ENTRANCE" WITH UINDERGROUND ELIECTRIC �j EXISTING c ill ; + SPIREA lo J O APPLY THREE (3) INCHES OF MULCH 2 FME RFD 12/4/06 ZBA COMMENTS OVER BACKFILLED SURFACES OF PIT. = �. THOROUGHLY WATER MULCHED AREA. 1 FME RFD 11/14/06 LANDSCAPE CHANGES +� AFTER WATERING, RAKE MULCH TO PROVIDE UNIFORM FINISHED GRADE Kr.T: NO. BY APP DATE ISSUE/REVISION DESCRIPTION DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH DATE: 10/10/06 DESIGN BY: FME EXIS77NG HIGH MOUND AROUND THE RIM SCALE: AS SHOWN DRAWN BY: FME GRADE OF THE PIT. DO NOT COVER BY: RFD TOP OF ROOTBALL WITH BACKFILL. � �..Ja+��'•:,����� �. . I i — III -� - CUT AND REMOTE BURLAP, ROR& , TIT[ I-_ I I �_ WIRE FROM TOP 1/3 OF ROOT BALL E311j4"fl r1. 1i8 t �` ��'� _. =I I- BACKFILL WI7H PLAN77NG SOIL MIX AS SP£GYRED __ —__ SET BALLED AND BURLAPPED STOCKIT ; L �1 PLANTING AND UNDIS7URBED I I=III--I I _— II I J: 11 I I—I I(= PLUMB AND IN CENTER OF PIT, ON SOIL ' —I!!—I I I=i 2"H DRAINAGE MOUND OF UGHTING —HOLE 3x AS WIDE AS R007BALL— UNDISTURBED SOIL ►NTH SLOPED SIDES' I O '�"°��"° PLAN TYPICAL SHRUB PLANTING DETAIL N07ES• 1. PLANT SO THAT 70P OF ROO7BALL IS 1-2"ABOVE SURROUNDING GRADE. 2. MULCH SHALL NOT BE PILED AGAINST 7HE TRUNK OR STEMS OF SHRUB UNDER ANY GYRCUMSTANCES MULCH LA YER SWOULD TAPER DOWN 70WARD 7RUNK AS INDICA 10. 3. DO NOT USE PLAN77NG S70CK IF ROO7BALL IS CRACKED OR BROKEN BEFORE OR DURING PLAN77NG PROCESS PLOT DATE_ Dec on. Pros s R2 am F:\Lana Projects R2\i3t10\dwg\e►+c\ 4. PLACE BACKR U AROUND R007BAU IN LAYERS TAMPING 70 SETTLE BACKRILL AND EZIMINATE HYDS AND AIR POCKETS WHEN PIT IS APPROZ 1/2 BACKRLLED, WATER 7HOROU6HL Y BEFORE PLACING REMAINDER OF BACKR7LL REPEA T WA 7ERING UN77L NO MORE IS ABSORBLD. WA 7ER AGAIN DWG: 13110P S 1-I s.d AFTER PLACING AND TAMPING R1NAL LAYER OF BACKFILL LAYOUT: PL01Atl� e /CAL SHRUB PLAN77A G DETAIL 0 5 10 20 40 SHEET: 6 OF 7 PS 5 NOT TO SCALE GRAPHIC SCALE: 1 INCH = 10 FEET PROJECT NO.: 13110 --__ _- - - ROUND To PERMIT w/GROUT TROHEEL APPL Y fULL COVERAGE 6'N�SCONCRETF COURSE THICKNESS TACK COAT AT JO/NT COMPAC110N REIJU/REMENT SITE fTLLEO GALVANIZED 1 1/2" TOP ='r '..�'_:=`= '�y" TEST PER AASHTO T166. SEE NOTE[11 5"x16" CEMENT CONCRETE CURB WITH -`" '" `'-'"�`-~�`_''"-''� " "-' STEEL P%(, 0 1-INCH CHAMFER; FULL MORTARED 2 1/2"BINDER = - TEST PER AASH 7166. SEE NOTE[1J PLAN • •' a - W. PAINTED COLOR JOINTS BY OWNER) �'' �N7S'h' OR, REBAR.• 14 TOP & BOTTOM o°o - o0 % ° °e oo ° TROWEL fIN/SH - 14 VERT ® 18 O.C. 6 UMTREATFD BASE o. e oma; ° e _ o o °°° 95X TEST PER ASTi11 DRk -1557 e 0 e ° ao 6" REVEAL TOP COURSE 1/2' To 2" r ° 0 6 Paradise Road •----B/NDER COURSE °�o"O e °e °°°°` 00pe e Salem Massachusetts 01970 RIVISH SURFACE • -• - ====== 6" UNTREATED SUBBASE ° ° ° 0 ° °�° 95X, TEST PER ASTM D-1557 • O 2 0 0, e - o;c o:o GRA VEL BASE °o e O ° v °O e °o°°• ° If o• '~ /�%�\ CE T CONCREIF SUBGRADE `/`l�\\//\\//\\//\\/\\/\\/\\//\\/\\//\\/\\/�-95�► TEST PER ASTM D-1557 CONCRETE BASE �O ° °,a`° /��\\\ UNTREATED BASE COURSE COMPACTED TO 95X PER ASTM NO1FS.• / /�� D-1557 (SEE PAVEMENT i [l] COMPACT TO TEST AVERAGE OF 96X, NO TEST LOWER THAN 94�' 6" 5" 6" SPEaRCA AON FOR BASE COURSE MA TER/AL) MIN. MAXIMUM AGGREGA TF N� SUBGRADE COMPACTED MATER/AL SPECIRCA77ON OR PAR)7aE SIZE (/N.) Y' :' ��; TO 95% PER ASTM M6D MJ � MP - B/TUM/NOUS CONCRETE CLASS /,1 TYPE /-1 1/2 D-1557 PREPARED FOR MHD M3.11.03 L-6 VERNCAL CONCRETE CURB BINDER- B/TUM/NOUS CONCRETF CLASS I, TYPE /-1 1 BOLLARD CROSS SECTION Beverly National NOT TO SCALE BASE' - GRA If BORROW MHO MI.OJ 0 TYPE C 2 TYP. CROSS SECTION SUBBASE - GRAVEL BORROW MHD MI.OJ0 TYPE C 2 Bank NOT TO SCALE UNSUITABLE SUBGRADE - ORDINARY BORROW MHD M1.01.0 12 240 Cabot Street Beverly, Massachusetts 01915 r`� BUUMINOUS CONCRETE PAVEMENT WDLY TYPICAL CROSS SECT/ON " SEE PLAN 12 o NOT TO SCALE SLOPE 21.5Z MIN.OX MAX o HANCOCK : f1N/SE jH GRADE V. o ASSOCIATES 8A • BASE[f.7•o �o m 1'w Civil Engineers TOP COURSE � CURB STOP � 2" BINDER COURSE e}. GOOSENECK W CONS7RUC770N IN AREAS TO SUBGRADE[11 TYPE "K" Q PLANTED OR UNIMPROVED AREAS CONSLYUC770N IN AREAS TO BE PA VED COPPER WING � Land Surveyors NOTE[1j COMPACT TO 95X PER ASTM D-1557 � [2] F SURFACE RESTORA77ON PAVEMENT �B/TUM/NOUS CONCRETE WALK CORPORA'70 - 7OPSOIL IF . COMPACTED GRAVEL BASE Landscape Architects STOP[I 2 C.F. 3/4"0 • CROSS SEC TION WATER MAIN CRUSHED S70NE ' Environmental NOT TO SCALE N01FS:• - s a 9 A >- 0 A a= .0 O o .a• 'A 6• o a _ Q.� °. . o.. =6b.qb-::-°. _�.::o Consultants [11 WA.7FR SE"RWOES LARGER THAN ONE INCH ARE TO BE o::4 °o- RESTRAINED TO MAIN WITH APPROVED SADDLE. � � I I-1 I I�I I—I I I _ _ [21 COtORD/NA TE BU/LD/NG CONNECT70N WITH PLUMBING DRAWINGS. Q v I I I�I I� I—)I I I=III—III —I �Q �W =III�II—III IIHIHI1=1Ii m I I—I 1 1EH1 11-1 I I I-1 11-1 I — WA TER SERVICE � III-1 I I—III 1 I I=1 I 1—III=1 f W 185 CENTRE STREET, DANVERS, MA 01923 LENGIH — — — — LAY BACK SIDE' SLOPES VOICE (978) 777-3050 FAX (978) 774-7816 TYPICAL PROF/LE OR PROVIDE SIRUCIURAL WWW.HAN000KASSOCIATES.COM AS DIRECTED OR SPEC/RED w. -.--.. NOT TO SCALEOR 1F�t.�=SEE N 2 = '_ WALLS PEURPORTR OSHAENCHzt 4i �� o - ,_z.- -•�:_- - yt��-; REQUIREMENTS Z U =` =rte =Sj r • ±4 - j`S: t ? B q 3o SPR/NGL/NE HAUNCH/NG 5" = y q RICHARD F. A 6"BEDD/NG FOUNDA77ON STAB/UZA 110N v DCI V IT 30BEND (ROTA TF WHEN REQUIRED BY ENG/NEER ,� .314 AS REQUIRED) SHAPE BEDDING BY HAND OTHERWISE PLACE BEDDING ON Y-BRANCH OR T-BRANCH TO f7T BOTTOM OF PIPE, INSTALL UNDISTURBED NA(URAL SOIL ZONA yaV +j�l PIPE ON STABLE BEDDING WITH UNIFORM BEAR/NG PLAN WEW fRAME & GRA 7E TO BE fRAMF To BE SET/N UNDER fZILL LENGTH OF PIPE BARREL LEBAeRON LF 246 OR EQUAL fi/LL BED OF MORTAR NOTES- FOUNDA 770N, BEDDING, & BACKf7LL MA TFR/ALS [1J PLACE 3/4"f GRADED COMPACTED '� �\ R GRANULAR BACKnLL A T PIPE' MA 1�R/AL HDP, PVC RC, D/ SELECT BACKf7L<`` v 6" OP77MUM MOISTURE IN ?r MIN. 2 COURSES OF FOUNDA77ON HORIZONTAL, 8 -DEEP, COMPACTED BRICKS TO BE USED STAB/UZA 110N [6� [6� LDOSE LAYERS,• COMPACT CRUSHED SMNE ° v W� 8" 24"0 f1" FOR GRADE AD�'/S1MENIS BEDD/NG [1J [1J TO 95.L PER ASTM D-1557. �v, Z- w 2 MIN/MUM WIDTH OF TRENCH UNDlS1URBED�� " ��W [, MEASURED AT THE SPR/NGVNE MA 7FRIAL 4-w -w �'�' MIN 48"0 f 1" OUTLET HAUNCH/NG [1J [1J OF THE PIPE, INCLUDING ANY SECTION B-B ew BASIN HOOD RCP PIPE INI77AL BACKfTLL [1� [1� NECESSARY SHEATHING.• 2 FME RFD 12/4/06 ZBA COMMENTS FLUSH WI7H INSIDE BA SIN WALL PIPE'I.D. WIDTH 1 FME RFD 11/14/06 LANDSCAPE CHANGES GROUND SURFACE RNA BACKFILL [41 [4] LESS THAN 21" 0.D. + 12" PROVIDE 2"x2" OAK O Z NON-SHR/NK GROUT MIN [5] [5] 21" TO 42" " 0.D. + 24w N0. BY APP DATE ISSUE/REVISION DESCRIPTION MARKER 4 "MORTAR ALL VNTS PIPE COVER GREATER THAN 42 O.D. + 30 DATE. 10/10/06 DESIGN BY. FME PROVIDE CRUSHED STONE TO 1 � V SCALE: AS SHOWN DRAWN BY: FME FT. ABOVE PIPE END & 2 FT. e 0 5 [3] INSTALL PIPE IN CENTER OF TRENCH. CHECK BY: RFD BEYOND IN oo w �, MIN. [4] /N PLANTED OR UNIMPROVED AREAS, USE ON-S/TF EXCA VA TED MA 7ER/AL FOR BU/LD/NG CONNECTION PIPE h r� f7NAL BACKFILL COMPACT 70 95X PER ASTM D-1557. /N PAVED AREAS, Q 4 000 PSI PRE-CAST MIN SLOPE 1/4:If T. ''� �� � �u CONCRETE TO OBTA/N ENGINEER APRO VAL OF ON-S/TE EXCAVATED MA7FR/ALS FOR USE AS UNLESS OTHERWISE DIRECTED ° r °o CONFORM WITH ASTM FINAL BACKf7LL. ° C-478, RETNFORC/NG - % o \� o `O PER ASTM A-185 [5] MIN/MUM COVER OVER TOP OF PIPE -' t ! �y °° ° SITEWORK ° '°°O �° 6" DEPTH OF 3/4"-1 1/2" P/PE MATER/AL HDP, PVC RC, DI i.•.•' —y .-000 OOC �Op° BOO° i " s " /�. `.+ `yr:•,.z s •.. - STONE ON STABLE BASE WA TER 5-0 5-0 •:.:.:., \� � ��;\\� 2=0" SEWER 4-O" 4=O` DETAILS COMPACTED CRUSHED STONE CA TCH BA SIN W77H HOOD PLAN UNDISTURBED MATFR/AL TYPICAL CROSS SECTION — NOT TO SCALE [6]FOR FOUNDA77ON STAB/UZA AON, USE 2".t CRUSHED STONE. WHERE SADDLE /S USED, BR/CK & CEMENT TO BE PIPE TREACH PLACED UNDER ELBOW, SADDLE, & MAIN PIPE TYPICAL CROSS SECT/ON PLOT DATE Dee 07. 2008 10:58 am PROFILE A—A NOT TO SCALE PATH: F:\Land Projects R2\13110\dn\ENG\ SEWER COAAEC77ON DWG: 13110PS1.dwg NOT TO SCALE LAYOUT: DET01 A SHEET: 7 OF 7 PROJECT NO.: 13110 -------