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6 PARADISE RD - PLANNING SpR � P�iv,2lvin�h �eU� -�- - Decision - — - - - �� � . _ PERMIT r i 1 17 Ar a SITE sf PLAN 6 Paradise Road Salem, Massachusetts 01970 own rn . t Ll t.jLl��u .0 PFEFnFM FM 6 PARADISE ROAD Beverly National SALEM, MASSACHUSL I I 'S 01970 Bank 240 Cabot Street Beverly, Massachusetts 01915 FOR flANCOCK ASSOCIATES Civil Engineers Land Surveyors Landscape Architects r y Environmental O 1 A Consultants � 185 CENTRE STREET, DANVERS, MA 01923 VOICE (978) 777-3050, FAX (978) 774-7816 WWW.HAN000KASSOCIATES.COM PROJECT TEAM P V P V OF CML ENGINEERS f C�pV'�H LAND SURVEYORS- �� O RICHARD M O D�'-I T LANDSCAPE ARCHITECTS s ARe�Eye 3 HANCOCK ASSOC/A TES' opo 0 0 185 CENTRE STREET SHEET INDEX � DANVERS, MASSACHUSETTS 01923 1 A SHEET I ............................. 7777-E SHEET SHEET 2............................... NOTES, REFERENCES & LEGEND ARCHITECTS: WCN17 Y MAP SHEET 3........»..................... EX/S71NG GOND/7/ONS PLAN SCALE 1"=2000' LAYOUT, MA TER/ALS AND S/TE U77LI nES PLAN SHEET '¢•••••••••••••••••••••••••••••• 2 FME RFD 12/4/06 ZBA COMMENTS THE MARTINS COMPAl1r/ES 130 SYLVAN STREET SHEET 5.............................. GRADING AND DRAINAGE PLAN 1 FME RFD 11/14/06 LANDSCAPE CHANGES DANVERS, MASSACHUSETTS 01923 OVMER: SHEET 6.............................. PLANTING AND LIGH77NG PLAN NO. BY APP DATE ISSUE/REVISION DESCRIPTION DATE: 10/10/06 DESIGN BY: FME SHEET 7.............................. S17EWORK DETAILS PLAN SCALE: AS SHOWN DRAWN BY: FME 11yE LAGER FA MIL Y REAL TY TRUST CHECK BY: RFD APPLICANT TM.E BEVERLY NA 77ONAL BANK SHEET 6 PARADISE ROAD SALEM, MASSACHUSETTS 01970 PLOT DATE Dec 07, 2006 10:49 am PATH: F:\Land Projects R2\13110\d"\ENG\ DWG: 1311 OPS1.dwg LAYOUT: TS01 A SHEET: 1 OF 7 PROJECT NO.: 13110 ZONING LEGEND GENERAL NO TES B-2 - BUSINESS H/GHWA Y EXISTING PROPOSED PERMIT R■■■■■■IFMN■■■■■■ FORCE MA/N I■■■...Imo.■.■... I. LOCA 7701VS OF EXIS77NG UNDERGROUND U17L/77ES/OBSTYUC77ONS/SYSTEMS SHOWN HEREON ARE 8 C/ SEWER UNE AND MANHOLE SMH APPROMMA;TE ONE Y. ALL U71L/77ES/O8S7RUC770NS/SYSTEMS MA Y NOT BE SHOWN. CONTRACTOR SHALL BE SITE ---= ------------------- SIZE MATERIAL do FLOW DIREC77ON Ss'--0 RESPONSIBLE FOR LOCA 77NG AND PROTECTING ALL UNDERGROUND U71U71ES/OBSTRUC770NS/SYS7E VS, ASSESSORS WHETHER OR NOT SHOWN HEREON. 94 12 RCP DR4/NUNS WITH PIPE SIZE MATERIAL MAP 20, LOTS 3 & 5 =_____='=D ====___: ___= do FLOW DIRECRON, C470P BAS/N �D DMH 2. UNL= 077-✓ERWISE SHOWN, ALL NEW U77U77ES SHALL BE UNDERGROUND. PLAN MANHOLE do ROUND CATCH BASIN RD----0-- ROOF DRAIN AND DOWNSPOUT RD—0 S 3. CONTRACTOR SHALL FURNISH CONS7RUC770N LAYOUT OF BUILDING AND SITE IMPROVEMENTS. THIS WORK REFERENCES ------ UD-------- PERF ORA 7FD UNDERDRNN -------UD-------- SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR. 6 Paradise Road FD NDA FounoN DRAIN FD Salem, Massachusetts 01970 DEED BOOK 8477, PAGE 130 D DONDA77 WELL ® 4. SAFETY MEASURES, CONS7RUCnON METHODS AND CON7ROL OF WORK SHALL BE RESPONSIBILITY PLAN 242 OF 1930 w WATER SERVICE ws OF CONTRACTOR. w —XQ WATER MAIN AND VALVEyy —H— 5. CON7RAC70R SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY EXISTING IMPROVEMENT 5 � --Cx — NATURAL GAS' UNE AND VALVE ��._ DAMAGED DIUR/NG CONS7RUCnON THAT ARE NOT DESIGNATED FOR DEMOL/nON AND / OR REMOVAL RECORD OWAER HEREON. DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE SA 77SFAC7ION OF 7HE/R PROPER7Y UNE RESPEC77VE OWNERS. THE LAGER FAMILY REALTY TRUST - - - - - - - - EASEMENT UNE ---————— 6. 7N/S PLAN fS NOT/N7FNDED TO SHOW AN ENGINEERED BU/LD/NG FOUNDA 77ON DES/GN, WN/CH 70;W UNE HVULD INCLUDE DETAILS AND FINAL ELEVA 77ONS OF F0077NGS, WALLS AND SUBSURFACE MATCH UNE DRAINAGE TO PREVENT IN7FR/OR FL00D/NG. SEE ARCH/7FC7URAL AND/OR S7RUC7URAL DRAWINGS. SITE DA TA LIG47ZIRE TO IND1047F CON77N000S �A��' OWNERSHIP ACROSS LINES 7. ANY/NIFNDIE'D REVIS/ON OF THE HORIZONTAL AND/OR Vf'R11CAL LOCA 170N OF IMPROVEMENTS TO LOT AREA 0.55E A C. BE CONSTRUCTED AS SHOWN HEREON SHALL BE REV4EW ED AND APPROVED BY ENGINEER PR/OR IMPERWOUS AREA - TOTAL S/TE PRE-DEVELOPMENT POST-DEVELOPMENT55.36' BFAR/NG do D/STANCE ALONG BOUNDARY 5536' TO /MPL£MEINTAnON. N120'4623'E N120'4623� Beverly National BU/LD/NG AREA 2,810f• SF (11.69) 2,667E SF (11. 19') « 249.56' >> TOTALED BOUNDARY fRONTAGE « 24 6' » 8. RIM &EVA MONS SHOWN FOR NEW STRUCTURES ARE APPROXIMA TF AND ARE PROVIDED TO ASSIST PA VEMENT & SIDEWALK AREA 18,400--t- SF (76.39) 18,506± SF (76.790) CON 7RACTOIR W17H MA TER/AL TAKEOFFS: RN/SH RIM £LEVA 77ONS SHOULD MA TCH PA VFMENT, GRA DING Bank TOTAL IMPERVIOUS AREA 21,210E SF (87.99) 21, 173± SF (87.890) e #2 ELE VAPON BENCH MARK OR LANDSCAPING, UNLESS SPEC/f7CALL Y INDICATED OTHERWISE. x BARBED WIRE FENCE x 9. WHERE EX/S)ANG U77LITY L/NES STRUCTURES ARE To B£ CUT/BROKEN DOWN/ABANDONED, UNES/SIRUCIURES OPEN SPACE & LANDSCAPED AREA 2,915± SF (12. 190) 2,952-1- SF (12.29) 6' CCF 6' CLF SHALL BE P,�L000ED/CAPPED-1LLE0 IN ACCORDANCE WI1N DOWNER REQUIREMENTS 240 Cabot Street . CHAIN LINK FENCE WITH HEIGHT Beverly, Massachusetts 01915 5 WE WOOD FENCE WITH HEIGHT e 5 WF 12. THE CON7RAI CTOR SHALL VER/FY THE LOCA 77ON AND RELA 77VE £LEVA 77ON OF BENCH MARKS PR/OR TO COMMENCEMENT OF CON57RUC770N. ANY DISCREPANCY SHALL BE REPORTED TO THE ENG/NEER. S70NE WALL 13. PROPOSED BCU/LD/NG FOUNDA 77ON COURGURA 77ON AND LOCA 77ON ON THE LOT AS SHOWN ARE CONCEPTUAL PARKING.' STONE RETAINING WALL Q.. .. AND SHALL BE VER/RED AS TO CONFORMANCE WITH f7NAL ARCHI7FC7URAL PLANS AND ZONING ORDINANCES REQUIRED: 18 -� ^ RETAINING WALL PR/OR TO CONSIRUC77ON. 1 SPACE/150 SF GROSS FLOOR AREA EDGE OF LAWN iii iii 14. SIL T FENCE AND/OR HA YBALES SHOWN HEREON SHALL BE INSTALLED BEFORE EARTH D/S7URBANCE OCCURS HANCOCK PROVIDED: -------- --- EDGE OF GRAVEL. OR DIRT ROAD AND SHALL SERVE AS THE LIMIT OF WORK. STANDARD 16 EDGE OF PAVEMENT 15. STRUCTURE DETAILS fRPOM INDEPENDENT VENDORS ARE CONSTAN7Z Y CHANG/NG. PRIOR TO CONNUCT10N, THE ASSOCIATES HAND/CAPPED 2 VGC VGC CONTRACTOIR SHALL VER/FY TNA T DETAILS SHOWN MA TCH CURRENT DETAILS AND SPEC/F/CA 77ONS fROM TOTAL 18 CURB (see abbreviations) VENDORS w -----a� --- PAIN OR 7R4/L 16. DUMPSTFRS WILL BE REMOVED AND NOT REPLACED, TRASH PICK—UP WILL BE U77UZED AND IS THE OWNERS � Civil Engineers DIMEIV510NAL REOUIREMENTS RESP°"S'B'UTY � BUILDING, LIGHT, S1FPS do OVERHANG � REQUIRED PRO WDED ---------- `--------- Land Surveyors .6 SPOT ELEVA77ON LOT AREA 12,000 SF 23,769 SF x 92 , 9jj LOT WIDTH 100 FT 102 FT 9-2 Landscape Architects FRONT YARD 30 FT 30 FT ----- 92--------- ELEYA170N CON72'JUR SIDE YARD 10 FT 46 FT _ INTERMITTENT STREAM, LIRA/NAGE DITCH REGULA TOR Y NO TES Environmental REAR YARD 30 FT 36 FT OR EDGE OF SEASOAG4L PONDING AREA MAX/MUM BUILD/NG HEIGHT 30 FT 30 FTSHORE LINE (see abbreviations) 1. CON7RACTOIR SHALL CONTACT DIG—SAFE FOR UNDERGROUND UnUTY MARKING AT 1-888-344-7233 Consultants A T LEAST T.2 HOURS PR/OR 117 COMMENCEMENT OF ANY WP7RK. MAX/MUM BUILDING AREA 25 9 11 9 = MHW - MEAN HIGH WATER 2. CONTRACTOA? SHALL MAKE HIMSELF AWARE OF ALL CON57RUCRON REQUIREMENTS CONDIPONS, -•..M-4 ........ • MEAN LOW WATER AND L/MITA 717ONS IMPOSED BY PERM/TS AND APPROVALS ISSUED BY REGULATORY AUTHOR/nES WFA9► LIMIT OF BORDER/NG VEGETATED WEIZAND PR/OR TO COMMENCEMENT OF ANY W5RK. CON7RACTOR SHALL COORDINATE AND OBTAIN ALL 185 CENTRE STREET, DANVERS, MA 01923 CONS7RUCTFION PERM/TS REWIRED BY REGULATORY AU7HORIIES: VOICE (978) 777-3050, FAX (978) 774-7816 (WITH fZAG NUMBER) WINW.HAN000KASSOCIATES.COM O LIMIT OF 100-FOOT WE7ZAND BUFFER ZONE 3. ALL ovRK ©U7S/DE OF Bu/LD/NG 7HAT/S LESS 7HAN io FEET fROM 71AE /NS/DE FACE OF BU/LD/NG FOUNDA nOMS SHALL CONFORM WITH 7HE UNIFORM STA TE PLUMB/NG CODE OF MASSACHUSETT S oo LIMIT OF 200-FOOT RIVERFRONT ZONE 248 CMR 2.00. D LIMIT OF 100-YEAR fZOOOPLA/N 0 LIMIT OF 10-YEAR fZOODPLAIN a5 RICHARD F. LIMIT OF CONSERVANCY D/57R/CT, HA FRSHED PR07EC77ON DISTRICT, OR "INLAND fZ00DPLAW 3 DCIVL �No. 3 H LIMIT OF WEMAND REPLIC477ON AREA 00 Q LIMIT OF COASTAL BANK EDGE OF WOODS OR BRUSH (DRIP LINE) ) 96.8 PROM/NE7VT DECIDUOUS TREE96.8 12"M WITH EL.EVAT70N, SIZE AND SPECIES `� 121M 96.8 PROMINENT CONIFEROUS TREE 96.8 18"P WH ELEVA770N, SIZE AND SPEC/ES 11V 18"P l, ROCK OUTCROP (LEDGE) SILT fENCE HA Y34LES 2 FME RFD 12/4/06 ZBA COMMENTS f7L1FR SOCK 1 FME RFD 11/14/06 LANDSCAPE CHANGES SURFACE RUNOfT DIREC77ON 0 0 0 0 0 0 NO. BY APP DATE ISSUE/REVISION DESCRIPTION �Z WATERCOURSE fZOW �Z DATE: 10/10/06 DESIGN BY: FME SCALE: AS SHOWN DRAWN BY: FME —•— PIPE FLOW !— CHECK BY: RFD 95.2 TEST PIT WITH ELEVAnON PT6 PfRCOLA77ON TEST O SP2 SOIL PROBE NOTES9 O SB3 SOIL BOR/NG REFERENCES 0 GM5 GROUNDWATER MONITOR/NG WELL _ AND LEGEND PLOT DATE: Dec 07, 2005 10:50 om PATH: F:\Land Projects R2\13110\ftq\ENG\ DWG: 1311 OPS1.dwg LAYOUT: NRL01 A pb�21 SHEET: 2 OF 7 PROJECT NO.: 13110 -- I - - r - jl ASSESSORS- MAP MAP 20, LOTS 3 & 5 PERMIT a REFERENCES,- SITE I CV DEED BOOK 8477, PAGE 130 ;; PLAN 242 OF 1930 PLAN „ RECORD OWNER: THE LAGER FAMILY REALTY TRUST 6 Paradise Road CV a� /fit ZONING.- ►, r Salem, Massachusetts 01970 B-2 BUSINESS HIGHWAY / /, N PREPARED FOR. r fill LT� ZES: 1) ELEVATIONS SHOWN HEREON REFER TO THE NATIONAL THE JNS REAL ESTATE TRUST GEODETIC VERTICAL DATUM OF 1929 (MEAN SEA LEVEL). PLAN 242 OF 1930 r N 2 PROJECT SOURCE BENCHMARK IS RM#1 46.12 N.G.V.D. OF ^ 1929 AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE a o � TOWN OF SWAMPSCOTT, MA, COMMUNITY-PANEL #250105 0001C, BeverlyNational REVISED JULY 2, 1992. RM#1 IS A CHISELED SQUARE CUT IN TOPOF GRANITE BLOCK N MAR H - M 0 BLE EAD SWA PSCOTT TOWN LINE 6' STOCKADE 3 BOUND. IT IS LOCATED IN THE PARKING LOT OF GENERAL Bank 44.38 FENCE C C, GLOVER HOUSE ON TEDESCO ROAD IN MARBLEHEAD. 5• STOCKADE ,. ��53 �yh0 S� �� i Qs sTo� 3) UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM 240 Cabot Street sO�pEi ,G�F FENCKgO 42 576�� r o FIELD LOCATIONS OF STRUCTURES AND FROM AVAILABLE RECORD 9 8 7 + ARTHUR E. LAGER s � 4 � INFORMATION ON FILE AT THE CITY ENGINEERING OFFICES CITY Beverly, Massachusetts 01915 PLAN 242 OF 1930 '�� POAD g " A I Q 42.71 f 4' ST�CKq� CID '101 D.P.W., MASS HIGHWAY DEPT. AND UTILITY COMPANIES. OTHER 4 .05 PLAN 483 OF 1970 �A�� � t24 os PANG �Nc UNDERGROUND UTILITIES MAY EXIST. IT SHALL BE THE 45.01 1��. R RETE 42.43 / RESPONSIBILITY OF THE DESIGN ENGINEER AND THE CONTRACTOR A?s i CC ,I _�' o TO VERIFY THE LOCATION, SIZE & ELEVATION OF ALL UTILITIES 43.01 _ / 4 `* oCb^C (O WITHIN THE AREA OF PROPOSED WORK AND TO CONTACT Po x ?� COLD R=42.36 4 5 6 _ 2' -�2 # 24? " ` r "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO 43.12x 42.66. STORAGE ®- _ 12 RCp IR--3s 2(W `t PAREA D CJ N ANY EXCAVATION, DEMOLITION OR CONSTRUCTION. COCK x 41 '- 1=3� J 42.93X 37 -�_®: " a W 4) BUILDING OFFSETS SHOWN HEREON ARE TO CORNER CONCRETE HAN 4 2'2 4 ` = �,,,1?�3C'L tum 41.91 "EN'a-" o BLOCK UNLESS OTHERWISE NOTED. ASSOCIATES R=42.79 � 2.45 2.80 4 _ J R=41.72 7FR �R=40.49 � !� NO OUT PIPE v� U 3 ;;�? 1=38.0 W "WENDY'S" 41.55 0 1=38.2 S) 166•�t,0 43.27 VISIBLE p Wq rn d 42 33 1=38.o�E3 SIGN 4 g2 I=37.7 sw) 0 5) EVIDENCE OF EXISTING UNDERGROUND ELECTRIC EXISTS AT G�' 165 I EL 36.9 `O r DRIVE- R 42.27' 42.08' _Z.__-----____ 4 4 1=37.7 w) CO r LIGHT POLES AND SIGNS ON SITE. LOCATION OF SAID LINES ARE 46.0 I 1=4o.8(N) ! GAS 11 100RRCP --" �� 1=37.5 E) / UNKNOWN. MENU SIGN /, 1tCivil Engineers FIRST FLOOR00 REASE S , METER 41 7 i;l Q �`�� ,, � � e,. 10 N I TRAP , , ON TILE �,/ V „ cv J c 0 / FIRST FLOOR EL=42.85 >t , ,,Irk �2 R ,, o 6 AN IRRIGATION SYSTEM WAS OBSERVED ON SITE. LOCATION OF `s M " CONCRET42 DESHOLD L,oN I Sro o,� N �.�P p SAID WATERLINES ARE UNKNOWN. 00 �` R N C Y - 'I R u� � R-40.53 n G cv i 40.591=37.7 J ��10 44.5 \ � R=42 72 � !P�c eU ED N� CCK ��� CANTED , o `,�� � Land SllrVeyOT'S , I-40.7(E) AREA ,-� ,, 7) EXTREME CAUTION IS RECOMMENDED WITH REGARD TO k 7 4 .6 FIROSNT FLOOR ' _^ ��,� C G i �`� r UNDERGROUND UTILITIES AS MUNICIPAL RECORDS WERE Id- X 45.1 \ EL=42.71 » 6 ��v NON-EXISTANT. Landscape Architects co g8 ��6 >>'(s. \ 4 CONCRE�F 2�0 / ENGCgss POLE +�Q�'' $ rn 'B�f' \ \ pqD 42.6 DANCE Nv- cy ,�o�i' S S�°F �1 23 769E S.F. �2.'' 42•s, 3 '�� / 1 Environmental 6� GG 4 34 43.78 1 , 42. ! 42.g0 304"111 o Consultants 043.42 PLAREA D I. IPE 4 2.26 `2. 4 1• "WENDYS EXIT" 1 _ 42.6 (FD) 28 0 �i ^ ^ -15 GRASS 50 Ct. WITH UNDERGROUND �' 9h P OF 4 o •26 ^ r^ "� '' o ` ELECTRIC Aj #1 rxh' 43`85 "I EL C �'y Al 4YR=41.47 ` �� H �9 �rs4' 1=38.1 v, sr 1 r P �' rk� 76. K' \ N ci 'R, �6� ry0 �OGc�`01�' 43.77 O �,�? ' Rir�) °rn O o 185 CENTRE STREET, DANVERS, MA 01923 MH s� S`� �� ��' 2 �? VOICE (978) 777-3050, FAX (978) 774-7816 H 0 PAREA D �J� 45.55 J� '��\ G 1.55 v� I.: WWW.HAN000KASSOCIATES.COM v/ � CD „ 46.43 PLANTED \ \ g5 2 RISERS 117A co L 46.74 5r g AREA o1..11\ b, 4 RISERS 3/41 �� N \ ��g 44.90 's� 6 03 i ,� �q29 S`� ' �� DETAIL ( ) 'o ^ i C' �p :. stj �1 �� G �� v N.T.S. �lO� 6h$ i \ sr n� 1 76.72' I�Fp� 'WEND ENTRANCE ` 5. �.. y�F WITH UNDERGROUND �'� 46`co^4534 . 42: �, I "9 �: ELECTRIC G `� GRASS 1" 1.p01 �, \ a RICHARD .: Ck F . 45.95 6' STOCKADE I. IPE \ DOHERT FENC (FD) A� o C1 A696 ti 9� OTy1�o X46.30 d0019' yR,=46.63 C; 26 ,Q � DETAIL 1�2" N.T.S. sF� .ROD (FD) d, ,L.y9 y`�l\Q�Q ��`Gl�'l,9 DETAIL N T SIL r 46.70 ?�, 1° O,rk �p �O?,k5 LRP (FD SELPAN, INC. \ rk Vis ` PLAN BOOK 360, PLAN 66 R=46.30 EG;E - - - -234- - - - - SURFACE CONTOUR 2 IFMEIRFD 12/4/06 ZBA COMMENTS MV EDGE OF PA VEMENT X 232.6 SPOT ELEVA 77ON \ 1 FME RFD 11/14/06 LANDSCAPE CHANGES X X X CHAIN L/NK FENCE # LIGHT POLE \ \ N0. BY APP DATE ISSUE/REVISION DESCRIPTION EDGE OF PLANTED AREA TYPICAL SHRUB 0 v a WOOD FENCE RCP REINFORCED CONCRETE PIPE 10/10/06 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 ELEVA TION CMP CORRUGATED METAL PIPE 8 cici SEWERL/NE & MANHOLE WITH PIPE ASB. ASBESTOS PIPE ELE VA Tl 0 N BENCH MARKS ---------=---�--�=_=_----===_-_ \ � DATUM: N.G. V.D. OF 1929 SIZE, MA TERIAL & FLOW DIREC770N EXInNG 12 RCP VC I/1'TRIFIED CLAY \ ________ _ _ DRAINLINE WITH PIPE SiZE, MATER/AL -------- -------- -= ���' I PVC POLYVINYL CHLORIDE \Sa NO. DESCRIPTION ELEV. ---- & FLOW DIRECTION, CA TCHBASIN„ I MANHOLE & ROUND CA TCHBASIN/ IM CA TCH BASIN S 1. TOP SOU THERL Y CORNER CONC. CURB 46.60' CONDMONS I WATER MANHOLE, WATER MAIN a iV s"cl WITH SIZE, TEE, GA TE VAL VE & ® ROUND CATCH BASIN � PLAN cv FIRE HYDRANT a BOLLARD �0 2. U.POLE _117AII - SPIKE SET - 1 A.G. 43. 78 i -�--G ���! GAS MAIN WITH SIZE -Q- SIGN Ocw\ 3. 1181 & GA TE VALVE ® MANHOLE (UNKNOWN UTILITY) \ �A OHW- EXIST/NG U77LI TY POLE WITH DESIGNATION (R) RECORD \ E Dec 07. 2006 10:52 am OVERHEAD WIRES AND GUY POL PLOT DAT (C) CALCULATED PATH: F:\Lond Projects R2\75110\dwg\ENG\ ELECTRIC MANHOLE & UNDERGROUND OHSB GRILL HOLE IN STONE BOUND E- ELECTRIC LINES /.ROD IRON ROD DWG: 13110ec-PS.dwg TELEPHONE MANHOLE & UNDERGROUND EPLP ESCUTCHEON PIN IN A LEAD PLUG T- TELEPHONE LINES CC CONCRETE CURB LAYOUT: TOPO s DYL DOUBLE YELLOW TRAFF/C LINE VGC VERTICAL GRANITE CURB/NG SCALE: 1 " = 20' SHEET: 3 OF 7 (R/H) RECORD AND HELD 0 20 40 80 PROJECT NO.: 13110 __ - 7 � � .: 1 �:. ....�. .... .....,- W - ��wr'...,�� ,. .� ^'^...�+ ."*'�'�"""� --„��!' . . ..��� . ... --�_w��'. . ._ - . � 0 �, � �, , - __� ; . _ AR TH U R E. �AGER PLAN 242 OF 1930 PLAN 483 OF 197� � � � � .c C C j I O �I 0 � � � Q � �� � J v � _� �O � �� 7 ��V �O �v �j ' "9'p/ �9%` y�� ���/A�� v% �� O� �� 'S'� i0 �� . „,�;.xz.w���v.. . d'++"`. � .. . _ . � O � � ., , _, <r''p> — /,��� ' / . . ;�, ,, �.�, �� �,� .� .� �, , � %, . , �, � ,.�,\ CONSTAUCTION KEY N07Z�S- (NOT NECESSAR/L Y A CONSTRUC710N SEQUENCE) 5 REMO��E AND REPLACE EXlS71NG FL4G POLE � INSTALL I/ER7ICAL CONCRETE CURB 6 /NSTAL.L PARKING/DR/VE-THRU/D/REC770NAL ARROW STR/P/NG 2 /IVSTALL B/TUMINOUS CONCRETF PA UEMENT 7 REMO�E AND/OR REPLACE EX/S17NG SIGNS ,3 REMOI/E EX/S17NG CONCRETE PAD 8 REMOI/� SPEED BUMPS UPON OWNERS D/SCRE770N REM01� EX/SIING B/TUM/NOUS PA tiEMENT, CURBING, AND/OR 4 REMOI� EX/S11NG DUMPSTER AND CONCRETE PAD 9 SEC7701N OF BUILD/NG AS SHOWN, AND /NSTALL LANOSCAPE AREAS A/VD CURB/NG AS SHOWN. __ ,� �,�. 9' �(�)� 4 U O \ s �� . ��� . _ O - __ _ . -� _ , . .., -- � � � _ . � p __ . _ :� � _ Q o K,. -- I , . - ,._ ,,�._ _ ry _,__ . , . - ' � ,,� � .` � ` ,.__ ____.__ . _._-- -NEW PERVIOUS ARE�q _. � _ _'�- - _ 6 --�, - - _ -- _ - � _. __ __, _. , ,� r_ , �`� , � I , �-., - _, _ _ � .�. . - _ L , _ _ , _. , . �... _ , , . ��_ _ _ , ; ...__ , _ „_ . , _� _ ; ;_ _ � � � �� � ,. � .. , �, � , 1 ' , . _.__ ' � � __ .� , - - � � A � , � �.. ; ' _ � ,; � � , - ,, . . , , � , , , �, ; . , , , \ ._. , ... , �� .,. -. , , ; �. - _ , . ----- , , � � � �, _ , _._ L � , �'' f � - / � 1' / , � �,,�c_�RC � ^M� �, i , � � ,�` � . . � %_ � " ` _ -_ w �� -� � , � � �, �� - i i . � /.` , . � i�� � � ��,, � . -,�,� �. �.. -- ..�-; .�'��� , . ...,..yn �� �.� .-_ 4 , '�� ;— i ,� � I i �`� ` \ I �� �r � �'',I � � �� PLAN BOOK 360, PLAN 66 10 /NSTALL GAS MA/lV, USE E�'S�STING CONNIECT�ON, LOCA 710N AND 15 /NSTALL BOLL4RD S/ZE TO BE DETERM/NED /N F/ELD » /NSTALL W,4 TER MA/N, US£ EX/S71NG COINNEC110N, LOCA 1JON AND f6 /NSTALL CONCRET� ENTRANCE PAD S/ZE TO BE DETERM/NED /N F/ELD 12 /NSTALL ELECTRIC, TELEPHONE AND CA�BLE, USE EXlS17NG 17 /NSTALL "EX/i SIGN CONNEC770N, LOCA 170N AND S/ZE TO BIE DETERM/NED /N F/ELD /IVSTALL SEWFR MA/N, USE EXlS11NG CO)NNEC710N, LOCA TION 18 /l1/STALL "ENTER" S/GN �'3 AND S/ZE TO BE DETERM/NED lN FIELD 14 GREASE TRAP TO BE BY-PASSEO, PUA,1'�PED, �g RELOCA TE EX/S11NG FLAG CAPPED, F/LLED WI TH SAND AND ABANDONED � O ,���u�o �/TL 1� ��`` �� O � -- �� � � ` � O ` `.. O 2 ` � � �,,,,, O 7 - - � .� ` _ ` .. ... T `.�� � � _ _ ' __ _ . . -... . . _ ` `. . � ., �� � � \ ` �- .. . . . . .. ... ��, � _ . _. - = , � 8 ..� __ g � _ _; � � _. _ _ __ . O _. __ __. . . �� �:.__ .�_. _ -- _ _ �� 9 __,� _, � � ;;. :�""""' 0 ,_ _ / P � �°��, � , � __ , , , R,sj-� �IOjNG 9 , , ,` � -� ,^ - _ E7E�iqn � -, ; q n ; T� .-,, -� _. :, . ;. � .,. ,¢?__ . �-. --_ .8� � � :.� � 8,¢. _ 18- __p ,. ' _ V / �� _ � 6 , O� � `i0 4 3 O � �: . . ,.. ,_, ,.. ._ ... _ � _ _. _ � _. � TH E JN � REAL ESTATE TRU ST PLAN 242 OF 1930 �- �� ,—� : �` � ,.. __ � . , .. . .. �; _ �_ . . . � �- ___ ; , , �, _ . � _, . � . _ � , 2 _ ,_ � _ - . ,. r, , r-,, , .-, ,: . __�_--__ - - , , _ , - , , _ - _. 4 _ '_ �-, � � ` - - --._ - _ , ,. : � " _ _ „_ . _ , ._ _ _ _,. _.. �. , _. �. � _ __ __ �p`�S,T o�R - _ -__ ,-. _ _. ___. �C�F v , H�4NG , � �NEW PERVIOUS AREA �C" ��` . � � ,. � — � ARq ,SS�. -_ ._._._ � � _ :` ,2� , � ` - _ - _�oJ ���_ ,, Q '— s �, ,, � ��` P Q �'J - _. 6 � ��1��'t�� , -- � . � .� � � � O � � �� i�_� I � . _; . ` >. � , AA� n,J�. , � :- � `V � , 23. 76 9� S., F , ,� �� \ 1 �� � � /NSTALL "LEFT TUR1N ONL Y" AND "DO NOT ENTER" 5�/GN REPL4CE EX/S71NG STOCKADE FENCE EX/S71NG L/GHT TO REMA/N INSTAtt PARKING STR/P/NG SNOW STORAGE AR'EA "V,4N ACCESSIBLE" S/GN _;. ^ � � � � J 0 � J � � � � O � � � _� , ., \ -,-�._ � a 5 io 20 40 GRAPHIC SCALE: 1 INCH = 10 FEET ELEVATION BENCH MARKS � DATUM: N. G. V.D. OF �929 N0. DESCRIPTION ELEV. 1. TOP SOU THERL Y COR,NER CONC. CURB 46. 60' 2. U.POLE �117A/1 — S,PIKE SET — 1' A. G. 43. 78' 3. � PER:MIT SITE PLAN 6 Paradise Road Salem, Massachusetts 01970 PFiEPARED FOR� B everly National Bank 240 Cabot Street Beverly, Massachusetts 01915 H��NCOCK AS S O CIATES Civil Engineers Land Surveyors Landscape Architects Environmental Consultants 1£85 CENTRE STREET, DANVERS, MA 01923 VOIICE (978) 777-3050, FAX (978) 774-7816 WWW.HANCOCKASSOCIATES.COM 2 FME RFD 12/4/06 ZBA COMMENTS 1 FME RFD 11/14/O6 LANDSCAPE CHANGES N0. BX APP DATE ISSUE/REVISION DESCRIPTION DATE: 10/10/06 DESIGN BY: FME SCALE: AS SHOWN DRAWN BY: FME CHECK BY: RFD ! ! AYOUT, MATERIALS A�1D SITE U'T1LI11CS �� � �, PLOT DA'.TE: Dx 07, 2006 1Q52 am PATH: F:\Land Projects R2\13110\dwq\ENG\ DWG: 13110PS1.dwg LAYOUT: LM01 A � SHEET: 4 OF 7 PROJECT NO.: � 3� � O � R PERMIT THE JNQ) REAL ESTATE TRUST .0, PLAN 242 OF 1930 SITE ............ PLAN ---Q1 435' ARTHUR E . LAGER -` ` ~' 6 Paradise Road PLAN 242 OF 1930 L I(- Ap .7' N1 Ir) Salem Massachusetts Massachusetts 0 1970 PLAN 483 OF 1970 1 N C3 IfQ zo;) Y-"Y 14) PREPARED FOR 42.4' O oe ' D4G. Py --Z� z I-,,-- Beverly National R - 12 1R= A1 .72 Bank D1 G'4 -7 G. SC D I 240 Cabot Street Beverly, Massachusetts 01915 CP D6 O F G. TE. F G. I / PR ,; , � ry, HANCOCK 40.6' 'PIT hj .; ASSOCIATES 9 7 4rzek� 06)P F G. @ I,`' ineers A 7NO G. 41.8' Civil Engi F G Ngn-LF.G. ------ 0 O FG. FL A G! Land Surveyors 9P -_J (TYP.) 43.4' FG Landscape Architects V., H P 23 , 769 ± S . F . i, P. H Environmental F.G.G. 43.5' co Consultants 43 0' F G 40.8' 185 CENTRE STREET, DANVERS, MA 01923 VOICE (978) 777-3050, FAX (978) 774-7816 ELEC/Nrn WWW.HANCOCKASSOCIATES.COM _4 J- -411 A OF AfAly F. 00�jERT S x C1.41 2 .314 40 10N I/x, 2 FME RFD 12/4/06 ZBA COMMENTS I 1 FME RFD 11/14/06 LANDSCAPE CHANGES /x, 0 APP DATE ISSUE/REVISION DESCRIP11ON DATE: 10/10/06 DESIGN BY: FIVIE SCALE: AS SHOWN DRAWN BY: FME CHECK BY: RFD SELPANI , INC . PLAN BOOK 360, PLAN 66 L GRAD114"'0% AND DRAINAGE PLAN DRA VA GE SCHEDULE 0 L 0 WER EXIS 77NG CATCH BASIN RIM D6 EX/STING DRAIN STRUCTURES WDLL BE CLEANED, ELEVATION BENCH MARKS PLOT DATE: Dec 07, 2006 10:53 am RIM=42.2' INSPECTED AND REPAIRED IF NECESSARY DATUM: N.G. V.D. OF 1929 PATH: F:\Land Projects R2\13110\dwg\ENG\ INV=38.6' (FROM D1) INSTALL CATCH BASIN INV=J8.6' (f-ROM D5) NO. DESCRIPTION ELEV. DWG: 1311OPS1.dwg RIM=42.4 REMOVE EXISTING CA TCH BASIN, CONNECT 1 . TOP SOU 7HERL Y CORNER CONC. CURB 46.60 INV=J8.9' (TO DJ) 0 INLET PIPE TO OUTLET PIPE 2. U.POSE f117 A/I — SPIKE SET — I' A.G. 4J. 78' 0 5 10 20 40 LAYOUT: CD01A OINSTALL 17 Lf- OF 12" HDPE DRAIN PIPE- 0 INSTALL 10 LF OF 8" HDPE ROOF LEADER SHEET: 5 OF 7 3. GRAPHIC SCALE: 1 INCH = 10 FEET PROJECT NO.: 13110 '. CKAD Tom- PLAN 242 OF 1930 Iv` PERMIT CK fa ARTHUR E . LAGER PLAN 242 OF 1930 �� w "HANDICAP,, � = SITE PAD _ � ����r�� PLAN 483 OF 1970 PARKING EXISTING IRIS PLAN EXISTING CYPRESS EXISTING / 12_�p� ` �_,.��` RHODODEN ONS 6 Paradise Road EXISTING Salem, Massachusetts 01970 HT 00 �, • EXISTING CYPRESS-- r, 3-PROPO ED ` \ ILEX GLAB 'SHAMROCK' � � p� EXISTING (SHAMROCK KBERRY) CYPRESS J ` �� SNOW STORAGES - U. , . ER 'v Q i P I p� � - �A�D FOR v�i "WENDY'S" SI GN EXISTING ANNUALS TER I ER � , � i" .� %/ ; , k.J EXISTING .6•g ,� DRIVE � BARBERRY Beverly National ° / MENU SIGN r. '''� 9 EXISTING Bank .� , O _��-_ AZALEAS 240 Cabot Street 14 EXISTING Beverly, Massachusetts 01915 DAYLIL.Y %Psi !!�Illzolm SSS toczoc o HANCOCK A7NO EXISTING N fU L437 YEW' 4 v�n� EXISTING LA ASSOCIATES EXISTING YEW- - PO EXISTINghQ SNOW STORAGE ANNUALSEXISTING / J ANNU �;. ) ANNUALS G E TI NLS EXISTING j�M�� Civil Engineers !� 23 , 769 S . F. YEW ,� ANINUTALS � ' I {�� 12-E ISTING 8-PROPOSED 30. 41 Land Surveyors DAYLI Y O P(_ G (\! TE EXISTDAYLIING — TAXUS MEDIA DENSIFORMIS- O' 4 .,�,..,�•� AREA EXISTING I (DENSE YEW) ANNUALS I �� Landscape Architects EXISTING ° CC EXISTING 'WEN D Y'S EXIT" y �� DWARF SP UCE RHOIDOD RON- / EXISTING ITH UNDERGROUND EXISTIN EUONYMUS Environmental ELECTRIC ELIC; DWARF s�RUCE Consultants � I H / �- EXISTIPJ t � ARBORVIT 5-E:XI TING %1� ` - 185 CENTRE STREET, DANVERS, MA 01923 SED(UEXISTING EXISTING r�, ) ( ) EXISTING VOICE 978 777-3050, FAX 978 774-7816 RHODODENDRON RHODODENDRON ARBORVITAE WWW.HAN000KASSOCIATES.COM SNOW STORAGE 31 EXISTING / . JUNIPER EXISTING ARBITAE O BARBERRY SNOW STORAGE .,. 0FP EXISTING ,� � C..`� (�; Q �����t'1 ,dn��� r1HARD 17 EXISTING SPIREA rl I Cis? R OHE TY ciVi �O ✓ ,� o.114 EXISTING 11 '9 I� RBORVITAE "WENDY'S ENTRANCE" -� WITH UNDERGROUND <\//x ELECTRIC EXISTING CN�� V o�, y SPIREA �, L_' vl_ APPLY THREE (3) INCHES OF MULCH 2 FME RFD 12/4/06 ZBA COMMENTS = OVER BACKFILLED SURFACES OF PIT. 1 FME RFD 11/14/06 LANDSCAPE CHANGES THOROUGHLY WATER MULCHED AREA. AFTER WATERING, RAKE MULCH TO N0. BY APP DATE ISSUE/REVISION DESCRIPTION PROVIDE UNIFORM FINISHED GRADE KEY: DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH DATE: 10/10/06 DESIGN BY: FME EX/SANG HIGH MOUND AROUND THE RIM SCALE: AS SHOWN DRAWN BY: FME GRADE OF THE PIT. DO NOT COVER CHECK BY: RFD TOP OF ROOTBALL WITH BACKFILL. CUT AND REMOVE BURLAP, ROPE, & -I I _ WIRE FROM TOP 1/.3 OF ROOT BALL EXIMM FLAIMI BACKRLL WITH PLANANG SOIL M/X AS SPECIFIED _ PLANTING AND � _ SET BALLED AND BURLAPPED STOCK UNDISTURBED I 1=11 —I 11=1 II—I�I-' PLUMB AND IN CENTER OF PIT, ON SOIL —! —I I —I I-I I(-III,=I !- 2H DRAINAGE MOUND OF UNDISTURBED SOIL UG_MNG - HOtE .3x AS WDE AS ROOTPALLO �om>im W 7H SLOPED SIDES PLAN TYPICAL SHRUB PLANANG DETAIL NOTES. 1. PLANT SO THAT TOP OF ROOTBALL IS 1-2"ABO VE SURROUNDING GRADE. 2. MULCH SHALL NOT BE PILED AGAINST THE 7?UNK OR STEMS OF SHRUB UNDER ANY CIRCUMSTANCES. MULCH LA YER SHOULD TAPER DOWN TOWARD TRUNK AS INDICA IED. PLOT DATE: Dec 07, 2006 10:59 am J DO NOT USE PLANANG SMCK FR007BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANANG PROCESS PATH: F:\Land Projects R2\13110\dwg\ENG\ 4. PLACE BACKRLL AROUND ROOTBALL IN LA YZR TAMPING TO SETTLE BACKRLL AND EZ/M/NA TE VtWIDS AND AIR POCKETS: WHEN PIT IS APPROX. 1/2 BACKRLLED, WA TER THAROU6K Y BEFORE DWG: 1311 OP S 1-I s.d PLACING REMAINDER OF BACKRLL. REPEAT WATERING ON 77L NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING RNAL LAYER OF'BACK9tL_ LAYOUT: PL01A � /CAL SHRUB PLAN77Ar_7?? G DETAIL 5 10 20 40 PS 6 SHEET: 6 OF 7 NOT TO SCALE GRAPHIC SCALE: 1 INCH = 10 (FEET PROJECT NO.: 13110 i ROUND TOP— PERMIT w/GROUT APPL Y fULL COISRAGE TROHEL COURSE THICKNESS TACK COA T A T JOINT COMPAC770N REQUIREMENT 6 0ISCONCRETE -� SITE fTLLEO GAL SAN/ZED 1 1/2' TOP = =�_: _• 1 `` =_�"�_. °' =='=' r =-= . TEST PER AASHTO TI66. SEE NOTE[11 STEEL PIPE, 5"x16" CEMENT CONCRETE CURB WITH _ a PAINTED (COLOR �' 1-INCH CHAMFER;; FULL MORTARED 2 1/2 B/NOER _ a. TEST PER AASHTO 7Y66. SEE NOTE[lJ PLAN BY OWNER) �' f7r1//,Sy BADE, JOINTS REBAR.'.• ,�4 TOP & BOTTOM o o _ _ °o ° - oo ° TROHEL RN/SH ,¢4 VENT 0 18' 0.C. 6' UN7REA TED BASE o- °o�° o . o o' _ °° 95fi TEST PER ASTM D-1557 r r 6'REVEAL TOP COURSE ° ° e ° 4 "° ° 0 6 Paradise Road 1/2 TO 2 _ • . —BINDER COURSE A °�� '° °o oa o e �� 95 TEST PER ASTM D-1557 _ - ° ° ° o °� ° Salem Massachusetts 01970 6 UNTREATED SUBB SE ; FIN/SH SURFACE : °_° :::_..... _�o ° GRAVEL BASE ° e Q o � Q ° ° ° 00 fj ° //\\j� 3000 P.S.I. SUBGRADE \\//\\/',/\\//\\/\\/\\/\\//\\/\\//\\/\\/ 95X TEST PER ASTM D-1557 , a._ ° _ \/ CEMENT CONCRETE \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ Goo ° .//.//.//./ .//.//.//.//.//.//./i,/i, CONCRETE BASE `O UNTREA 7FO BASE COURSE COMPACTEL TO 95X PER ASTM NOTES- D-1557 (SEE PA IEMENT [1]COMPACT TO 7TS'T A VERA GE OF 96X NO TEST LOWER THAN 94X �' 6' 5' 6' SPEC/FICA NON FOR BASE COURSE MA TER/AL) MAX/MUM AGGREGATE M/N. MIN. SUBGRADE: COMPACTED MATER/AL SPEC/FICA77ON OR PARACLE SIZE (/N.) TO 959 PIER ASTM MHO M3.11.03 PREPARED FOR D-1557 TOP - B/TUM/NOUS CONCRETE CLASS /, TYPE /-1 1/2 ,. MHD M3.11.03 1-6 VER 77CAL CONCI19E7Z� CURB BINDER- BIIUM/NOUS CONCRETE CLASS /, TYPE l-1 1 cRoss sEc�rioN Beverly National BOLLARD NOT TO SCALE BASE - GRA IEL BORROW MUD M1.03.0 TYPE C 2 TYP. CROSS SECTION SUBBASE - GRA If BORROW MHO M1.030 TYPE C 2 Bank NOT TO SCALE UNSUITABLE SUBGRADE - ORDINARY BORROW MHD M1.01.0 12 240 Cabot Street Beverly, Massachusetts 01915 r B/TUM/NOUS C01VCl9ETB' PA VEME WIDTH TYPICAL CROSS SECT/ON SEE PLAN SLOPE 12' NOT TO SCALE ------- 1.5X M/N e HANCOCK _2.0.x'MAX f7NMW GRADE J it ASSOCIATES 0 - ,to 010"- —00-P BASE[l f•� �o Z ° a O 1' TOP COURSE COIRB STOP Civil Engineers 2' BINDER COURSE elfj GOOSENECK CONS7RUC770N /N AREAS TO SUBGRADE[lJ TYPE PLANTED OR UIN/MPROVED AREAS CONSTRUCTION IN AREAS 70 BE PA ISO COPPER TUB/NG `� Land Surveyors LANDSCAPE NOTE[11 COMPACT TO 95X PER ASTM D-1557 [2] � SURFACE RESTORA77ON PA"ENT B/TUM/NO(JS CONCRETE' WALK RA710N c � `;'- _a � � 7t�PS0/L COMPACTED GRAVEL BASE Landscape Architects 2 C.F. 3/4 0 CROSS SEC TIOV AIN CRUSHED ST7NE' a ' NOT TO SCALE" �- • " = •• � - "- °':- ."-"- = ` Environmental NO1FS: _ Q b o °-o a:,.•�.•o. .•a:.,-fib o:°-oa:_ Consultants [1J WA 7FR SER WCES LARGER THAN ONE INCH ARE TO BE 11=1 I 1=III=I I ` :'4.� ° a':'Q °" 0 RESTRAINED 70 MAIN WITH APPROVED SADDLE. [21 COORDINA7F BU/LD/NG COIVNEC77ON WITH PLUMB/NG DRAWINGS. Q� v I I�11=I I—I I I I—III—III—I � o =1 I I—I I I—I I I i—III—III— � WA MR SERVICE m � III=III—III III-1)I-1�I=I f 4i 185 CENTRE STREET, DANVERS, MA 01923 LENGTH — — — -. LA Y BACK SIDE SLOPES VOICE (978) 777-3050, FAX (978) 774-7816 TYPICAL PROFILE N �: _ ;;:=_ - - OR PROVIDE S7RUCTURAL WWW.HAN000KASSOCIATES.COM AS DIRECTED OR SPECIRLD =� �, N - - - -�• - SUPPORT FOR TRENCH Z NOT TO SCALE . «sEF ive WALLS PER OSHA REQUIREMENTS --''r�` �'' SPR/NGL/NE14' pS51= 1 HAUNCH/NG _ �' • • DOHERTY ?"• ""�` p RICHARD f. �G A �" B A 6"BEDDING B CIVI c� + ° ° o FOUNDA17ON STAB/L/ZATTON No.31 3 D 30'BEND (ROTA 7F WHEN REQUIRED BY ENG/NEER .e�oF fST iii OTHERWISE PLACE BEDDING ON F AS REQUIRED) SHAPE 80D/NG BY HAND Y-BRANCH OR T-BRANCH TO RT BOTTOM' OF PIPE, INSTALL UNDISTURBED NATURAL SOIL PIPE ON STABLE BEDDING WITH UN/FORM BEARING 1 PLAN WEW FRAME & GRA 7F 70 BE fRAME TO BE SET/N UNDER fULL LENGTH OF PIPE BARREL. LEBARON LF 246 OR EQUAL fULL BED OF MORTAR N07ES: FOUNDA 770N, BEDDING, & BACK9LL MA7FR/ALS [1J pLACE 3/4'f GRADED !� R GRANULAR BACKf1LL A T COMPACTED '� �, PIPE MA 1FRlAL HDP, PIE RC, D/ SELECT BACKf1LL�\� �: � 6 OP77MUM MO/S1URE /N MIN. 2 COURSES OF FOUNDA 170N [6J [6J HORIZONTAL, 8 COACT COMPACTED °° BRICKS TO BE USED STAB/UZA 770N LOOSE LAYERS, ° °°° ? o ,• FOR GRADE ADJUS7�UEN75 BEDDING TO 95X PER AS7�1 D-1557. CRUSHED STONE v�1 R 8 Z=v [21 MINIMUM W107N OF TRENCH UNDISTURBED L4' v v W MIN1 1 MEASURED AT THE SPRINGL/NE MA 7FRIAL 48 os f1 HAUNCH/NG [I [I MIN. OUTLET OF INE PIPE, INCLUDING ANY SECTION B—BQ W BASIN HOOD RCP PIPE /N/17AL BACKf7LL [1J [1J NECESSARY SHEATH/NG.' 2 FME RFD 12/4/06 ZBA COMMENTS fZUSH WITH INSIDE PIPE /.D. WIDTH 1 FME RFD 11/14/06 LANDSCAPE CHANGES GROUND SURFACE pJ, - BA SIN WALL FINAL BACKfILL [4I [4jLESS THAN 21` 0.0. + 12' N0. BY APP DATE ISSUE/REVISION DESCRIPTION 21" 70 PROVIDE 2"x2' OAK o -lit NDN-SHRINK GROUT MIN [51 [5] GREATER 420 HAN 42 0 + 30' DATE: 10/10/06 DESIGN BY: FME MARKPROVIDE CRUSHED STONE TO 1 = V MORTAR ALL JOW75 PIPE COVER SCALE: AS SHOWN DRAWN BY: FME FT. ABOVE PIPE END & 2 FT. N o o SIN [3J INSTALL PIPE /N CETV7FR OF 1RETVCH. BEYOND o v [4J /N PLANMV OR UNIMPROVED AREAS, USE ON-S/T£ EXCA VA 1FD MA TE [4] FOR CHECK B Y: RFD BUILDING CONNECTION PIPE FINAL BACKFILL. COMPACT TO 95X PER AS7M D-1557. /N PAVED AREAS, MIN SLOP£ 114' ' CONCRETE TO '� e 4,000 PS/ PRE-CAST OBTA/N ENGINEER APRO SAL OF ON—S/TE EXCA VA MD MA 7FR/ALS FOR USE AS �• UNLESS 07HERMSE DIRECTED o o �� Q CONFORM WITH AShV RNA BACMRLL. ° 100'� W m . C-478, REINFORCING ._ :•:: : ;o PER ASTM A-185 [5] MINIMUM COVER OVER MP OF PIPE SnIVORK 'oo°o, o0 0° ;oo0 6' DEPTH OF J14! 1 1/2' PIPE MAIE'R/AL HDP, PVC RC, D/ ° °°r ° °° SMNE ON STABLE BASE WA IFR 5-0 5-0 DETAILS SEVER 4'-0' 4'-0' • fHOOD/lV� f�?T1�-I DRAIN 1'-6' 1'-0' PLAN COMPACTED CRUSHED STONE �UNDISAIRBE0 MA TFR/AL CATCH BAS [6 j FOR FOUNDA 77ON STABILIZA 770N, USE 2'.t CRUSHED STONE. TYPICAL CROSS SECTION — NOT TO SCALE WHERE SADDLE /S USED, BRICK & CEMENT TO BE P/PE �ENCH PLACED UNDER ELBOW, SADDLE, & MAIN PIPE PROFILE A—A TYPICAL CROSS SECTION PLOT DATE: Doc 07, 2006 10-58 am NOT TO SCALE PATH: F:\Lund Projects R2\13110\dwg\ENC\ SEWER CONNEC770N DWG: 13110PS1.dwg NOT TO SCALE LAYOUT. APS�7 SHEET: 7 OF 7 • PROJECT NO.: 13110 - - --- Sy L got&_ , N ...- - - F;la!! -.. - .:: ell, r n . & 1," ..,-s,,,,�/n... r. ._. - " --- "`+w.,. f. ern,y � + •#,. ` t d i '2 �4 AN * — _ r. NATIONALEVERLY loe- a y7-1 d , . ih .•fid l" .-_..�.�... 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