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HomeMy WebLinkAbout2013-02-08 Site Plan NOT LDP Stephen Smolak NOTES: PAWENT LIMIT 1. VERTICAL DATUM TAKEN FROM FC1R TRNCI TOWN OF NORTH ANDOVER SEWER PLANS IN PAVEMENT OUTSIDE PAVED AREA . CRUSHED STONE FILTER TO BE USED DURING CONSTRUCTION. 1.75" TYPE WT. CONC. WEARING COURSE � 4" LOAM AND SEED GRASS AREA \€ g n TYPE I UIT. CONIC, BINDER COURSE , PERIMETER DRAIN SHALL BE 4" P.VC. NTH CRUSHED M RA ERI E � � STONE AND FILTERFABRICPAPER. O STEEL���pp g{�( p;g�yl}/y_@�pg�§g�y ROVED EQUAL v � � # °¢� �/� ♦ MAX AUTHORIZATION` FROM THE T" ` E , F � ANDS MUSS' E M1� M[a�n k�EVHTe �E�43EC§.t �i Cif�;♦P `.'; fV 4 TRENCH �. 11' BANK RUN GRAWL AS PER MASS 0,. ALL AREAS WHICH ARE BEYO&M PAYMENT LIMIT UNES RECEIVED PRIOR TO BACK FILLING. Y CS. 1. A 16 D DI D A ; ,COON TYPE g � `�" OR WARRANTEE PERI S� l . E BACK FILL SHALL BE PERFORMED UNDER THE INSPECTION �� r REPAIRED BY CONTRACTOR AT , D TO E c AUTHORIZED T ' PERSONAL. COMPACTED AAC ( -TALL BE SUITABLE 6 SEWER SEI W E TO BE CONNECTED PER TOWN OF NORTH ANDOVEI I �---- CONTRACTOR TO PROVIDE FOR A SAFE EXCAVATION MATERIAL NOT EX r SFE IFI ATIC IS. A C REQUIRED COMPACTORS EACH LA EIR ::.:.,.• ... Comm I ) 7. WA7ER SERVICE TO BE CONNECTED PER TOWN OF NORTH ANDOVER UNDISTURBIED EARTH A� ORGANIC OR S E I I A TIONS. 8- 0 MATERIALSREMOVED EXCAVATE E BA � Ac I $ LIFTS 8. THE CONTRACTOR DUST VERIFY ALL UTILITIES SILT FENCE, GOT 'Cr RING GAMIN. _ UNDISTURBED EXISTING BURY A MINIMUMF BOTTOM OF TIRENCH: IC T START F EXCA VA TION B CALLING CAL MATERIAL. 4" OF FABRIC. S UNSUITABLET_ AL ` $ TO 'Ir CRUSHED STONE BEDDING MA10WAL GRADMASDID—SAFE AND LOCAL U77LITIES. REPLACE Tl GRANULAR A FA PER S DPW M 2.01. Imo. I R OSI OCONTROL FULLY AC I TT EXCAVATED I E FULLY C PA THIS SITE S LOCATED I PRIORITY HA 1 TA T 1339. TRENCHD I D BY TI'I LI3 CENTER OF PIPE F CT`K OF PIPE; INST&LATIONI& ENGINEER S11 T FENCE SC TIRENCIJ BA SHALL BE CONDITIONS.PAYMENT `� s � � e--- � E vATi — A Ic . REFERENCES. DEED BOOR 111m3 DACE ' GEOTDCME F I 113 I C AT T14E I FAQBETWEEN II BOTTOM AND SIDEWALLS WHERE FLAN 15467 MASS. HIGHWAY LAYOUT 7703 REQUIRED BY UNSTABLE OR UNSUITABLE SOILCONDIII-POM TYPICAL SEWER TRENCH DETAIL 11. PROPOSED TOTAL DISTURBANCE IS 42,650 S,Fe N.T.S. LOT 1 PROP. DISTURBANCE 16,300 S. LOT 2 PROP. DISTURBANCE WOO S.F. LOT 3 PROP. DISTURBANCE 13,950 &F. SEWER CROSSING RT114 300 S.F. MANHOLE142— EX TSTINC CONTOUR SE WER UTILITY HYDRANT NF TOWN OF NORTH ANDOVER PROP. TREE LINE 1 ' BUFFER ZONE STANDARDA PAYMENT LFOR INE 1.75' E I SIT C COURSE- AFTER ROLLING . . FRAME & COVER CA TCH BA SIN tFLAG 2NT�TIAt AL POOL 2 IT � COUNTRY-4! ROADWAYER �' C 'I` I ITT: C. I IN. 1, a- 2�- S� RSE- AFTER ROLLING r 3f 3 COURSES OF BRICK I FLAG 5 13Y LEA# 6A AND A" v�i GRAVEL AS 6X G EXtnl C PER BASE €� REAM „_ 12312GRAVEL - r- F11�AG 1A f€t y- — —1 � 12E D F � 321 FLAG 11 C� � I — _ L EXISTING LOAM IJO1 " 0 T' O.C� ALL OTHER ORGANIC OR YIELDING . ' S 07 kit -11 132 'w' No DISTURB ZONE - - j COR MULAR FILL FRIEE FROM IC MATTER. LARGE SELFSTONM STUMPS, MASONRY, FROZEN r J J ! lie Jai `\ 7 1;54�j, oil RUBBM AT EARTH, WOOD, TREE BRANCHM s ALL R TS : PASTE PER MASS. DP SPEC. M1.C1. SAS ' No BUILD ZONE-_ 3- --_ `~ J \ SM.K 'MF BE AND MECHANICALLY COMPACIIED I 4 00' BUFFER ZpNE 1 7 STANDARD PROCTOR COMPACTION. Icz , S.F. LOT 2 eTRe4CR SHEETING --- AREA— , SAPPUED AS REQUIRED � _I .,.a�,f�:.�, �.•-'.:�• ,.,� �" * BASE THIMESS FOR M.H.'s OVERIV DEEP -23 FLOM OF BE BRICKSLAID 1 TO F TOWN F NIT: ANDS A p (g p CK �. _}y _ •._ -- I i` $�P4 f t CONCRETE. t t E i!` `i I f f }#F 2 7 k® 0OP PuNQ 12' Its 6' I l GARAGE FOUNDATI 5 PRO TTF�-151 EARTH GE F- 52. T: - ', a 1 5 III A F ` NOT TO E � t LO a« ry aV. 04 Cm00 - -23 _' I TE PLA AT VIA ip LOT 3 f t NF PA TEL ' Ins— `�' --- - E = S.F. / '��.�2''— � FOR: TERE �> N42-15g -- -- --- — � �-- —� � ; TURNPIKE STREET R 8 LOT 9 wv 11, . - -4 1. NORTH N ERPROPOSED , A HUSE I_ f . . jM1 1,2_-� I -131.7 DATE: EEB RY 8, 2013 ATII CAI -13 75 II 7 -131.5 Iry {{}}{{}} 23 -t-C1 {-- 0 232- Q 233- � 234+00 235+00 2.36+0 2j7-�-� { 3PROPOSED DWG: GCS S MAIN 0 �, � RIM-1 . a . . RI P.E. H TA, 2 + 7 II -13 . RIM-�13 . REV.INV.I1 -131.0 I V . -13& IN -129.0 INV. I --12 . _ INV.-OUT -1 INV. OUT -135. INV. OUT -12 . IN14 OUT -1 .1 T U R N P E S T R E LE T R 0 U T (1946 STATE LAYOUT NO 77 3) 70 Bailey Court Haverhill, MA 01832 SCALE978.556.0284 GRAPHIC 40 80 1 ts I . DATE REVISION 1 4/16/13 WETLAND LOCATION & REDUCE PROPOSED DISTURBANCE 2 4/1 /13 PROPOSED IL OT DISTURBANCE I FEET I 1 inch ® 4