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c <br /> AL9N A <br /> OO1,'ej 'Al <br /> 136 <br /> \ <br /> -18 <br /> \ STREET LAYOUT VARIES(40'YINJ <br /> Lam CL <br /> \\ <br /> \J <br /> \ / <br /> �f0QIf1aRus� / 1 I I \\ /128 \ , !/ /// 4'YIN. 10 10' 4'MN <br /> CI26 1 1 132 \\ 1 6"LOAN h SEED Y MASS TYPE I TOP m 10:1 SLOPE T. <br /> % pp�p MOF s"AAON / \ \\ \ \ \ \ I 2"MASS TYPE 1 BINDER <br /> I \ \ <br /> —w— mnt iaot"m ?o \ I \ \ \ \ I �♦ <br /> S \ \ \ \ ala a M N♦ 6"L0A4 8 SEED <br /> 1 10:1 <br /> A-12NIAst <br /> BOUNDARY aA,p \ I \ �\ \ I \ \ x 12"GRAVELGAS o CABLE UTIUTIES <br /> ELT <br /> • FItOP0lD T Fnl� TT 1 \\ \ 1 \ \ <br /> O CONC.BOUND \ 6 / \ \ \ 1 \ \ 1Y HDPE 12"HOPE <br /> �a UTILITY POLE AR <br /> 70 1 \\ \ \ O SLOPE 0.0O5FT/Ff LON. OR18'BIT.CONC.CB CURB <br /> ® / \ \ \ `` � 136 IN PRECAST CONC.CURB <br /> MONITORING WELL I \\� �\ WATER INLET AT CATCH BASINS FI <br /> W4 CATCH CATCH SPECBIm(SEE ROAD PROFILE) <br /> C- GUY WARE Y28` BASIN BASIN <br /> O CATCH BASIN \\ I I \� _ \ 32 CATCH BASIN TRAP NOTE: <br /> MAIL BOX / \,/ ( _��i��\ ALL FILL OR UNDISTURBED MATERIAL BELOW <br /> \` ``_� 130 PAVEMESUSCEPTIBLE <br /> AREAS SHALL BE NON-H OST- <br /> I / l' 1 I \ �\\\- 126 SUSCEPTIBLE FGR A MlNluuY DEPTH OF THREE <br /> ELGSTINC TREE I �'1 1 to \\\\\ (3')BELOW THE FINISHED ROAD GRADE. <br /> R TEST PIT IN CURB IN EIS REOUIRE°AT ALL CATCH BASINS IN ROADWAY LOW POINTS. <br /> TYPICAL ROADWAY CROSS SECTION <br /> �I \ <br /> 124 <br /> na <br /> 19" <br /> 116 13. <br /> MT.GONC.BERM OR GONG.CURB m <br /> FRAME k GRATE(SEE DETAIL) <br /> MASS STANDARD FRAME&COVER(H20) <br /> CID <br /> DRAINAGE EASEMENT \I 1 1 / 24"DIA OPNG. BRICK ADJ COURSE BRICK ADJ COURSE <br /> / ADJUSTING RING 6 REO. <br /> /o MORTAR ALL COMPONENTS IN PLACE CONE SECTION <br /> 110 <br /> 1 40-MAPLE — 0"MAPLE ( �'/ / J 1 l�\2 //// g <br /> U2'HDPE OUT 10• <br /> Z. <br /> (- � OPENING OFFSET TO SIDE <br /> // a MLIN%=Q <br /> / COUPLING > 1.2 !4 FT. .. <br /> 102 PIPE SIZE <br /> WATERTIGHT MORTAR JOINT VARIES <br /> 10"-HOPE ELBOW PRECAST CONC.CATCH BASIN _ <br /> T STEP SPEOnCATNTNS <br /> 78 <br /> OUTLET TO ACNE 4'PRECAST MANHOLE PS-2-PF-SL~ <br /> LEACHING STRUCTURE <br /> W/TOP SLAB.ECCENTRIC OPNG. OUTLET <br /> / / / / / \ INLET 5'4000PSI PRECAST CONCRETE <br /> CONCRETE INVERT <br /> INSTALL TRAP SO THAT R DOES <br /> DB NOT PROJECT INTO OPENING <br /> _ BELOW CRATE. INSTALL CATCH <br /> BASIN SO THAT OPENING 5 -..� ••: <br /> / 30'CATALPA IN OPPOSITE DIRECTION FROM <br /> CENTER THAN OUTLET. .. a..'. '8'PRECAST CONCRETE <br /> (� GE NT /// / \ \ 1 1 <br /> GONG.INVERT f IML J <br /> 1 4 f NOTE. <br />.. :r -- �— \ \ \ \ <br /> wv a.• � / <br /> / -___ �-- --------_ -- J \ \ \` --� \ I 4'-10'f 1.REFER TO PLAN AND PROFILE SHEET FOR PIPE SIZES AND OBVERT ELEVATIONS <br /> D>SmG <br /> DRAINAGE PUPINC w mole -� —— — �1 <br /> «r�.. __------- — PRECAST CONC. CATCH BASIN 2.ALL PIPE JOINT.CONNECTIONS SHALL BE MORTARED INSIDE AND OUT TO FORM A <br /> wAERncHr Jahr. <br /> .a \ _--' /w� J 1/2' = 1'- 0` 3.AT LEAST ONE BRICK ADJUSTING COURSE SHALL BE PRONDED BELOW CASTINGS <br /> / / wMEO <br /> H M p��� \ •^' / SET ALL BRICK AND CASTINGS IN FULL MORTAR BED. <br /> \\ PRECAST CONCRETE MANHOLE <br /> LEACHING DRAINAGE STRUCTURE $ �. 'OA •�� <br /> EXACT SIZE AND LOCATION UNKNOWN 101' / 1/2• 0• <br /> 0 <br /> LEAH NC <br /> DRAINAGE STRUCTURE <br /> N FEETEXACT SIZE AND LOCATION UNKNOWN <br /> ffiwfwrr�71r(1f)'cnwrwwQJ/ ( ) � <br /> 1 I h 30 N. <br /> . HEADWALL-OUTFALL TO MASIREE RIVER <br /> _ SITE GRADING AND DRAINAGE <br /> 02053 MEETING HOUSE HILL—COMPREHENSIVE PERMIT PLAN SHEET 2 OF 4 <br /> APPLICATION PLAN 11/01/02—NOT FOR CONSTRUCTION <br />