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HomeMy WebLinkAboutSite PlanQUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL FILE 3 r �fq� l r � y,3 Q; �„< , f �; " �. �.. DRIVEWAY' T�0 BE R�MOVE / '' ,y'����,., v � � r r';�����<?�?✓�!sftk',"w � �-'�rlo3f •S ., <.; a ` / ,! i Fj// 1/ / / / � t• ...,. .� ` -- "�+AT %f n > Frr kr} .f.`.<�1#<•. rr.L.,Y;t�i�Uf "�S,sf. c4 `�s.�(nit� s :R'f-' .. �kk` ir\YG,qr�>,c.�+rizv�,r:�;' �.� ff<_ 'sr�,�%y ,lf��.v �{:< .v.:r. _ CLP 40 9 44f ,�; �� r't`�:��'. `. % / ��..•T�. '� i '+ r / X / r.!FJ �\^'rt'Y..C';/t''�,� -��# yi,� •S,'r ,:yr�7,'+. j \ PROVIDE 61f `^F '`'Y>���� 4» BVH STV 1 \ , ���• `t S•-/}w��.R.• ��y V� \y?Kt F)G /V�CLI'{g \\ AU TTM D 1 \ l 1 f s a r i .�fi f 3 4 hg, j .0 -J .a'✓ h s aZIZIRI \\ \ \ l.� • ` a. ti f4:..S. ,.,y '.C? r^�c';'y ` f ° 17"f>+F �y �r '`Fyid'` r f ♦ ` �..` �i '•• ` \ ��„ �' � � � \ � � �`! � { � r <f' � f � rs" 3,Y' � }4``� '#'a'�1.::�iGG.{ �� t f',� \\\�3 7 6 OLD F .BVI ED N � N \\ �� �1 7S R GL.7<. I� .�., ✓�}, .% l <� < '',�' i .,r �"# 4y�� r �� � r� t 3i>ir \ \ %mss \ �� - r.`� � • .•` � : �`Slh �irh� ? Tai r?'.+�'� \ 3i'�^Yr��,,c fYt 2j f? � ® �( qy► / o_ ,•!\ ••�y�.," �' yY ~v�" <Y&6�>jy ; r °`ski fr. NWK 4t PS :#r " ,`. ....,,�• rdG'j rf, F„.\s''a$ Y s _ }h\:. ry > . xy . z s\` \ \�` / '. '`--�_ ""'^.. - i Y,..f �' S` f �is \.. '� /,3 x ''✓ r,' % r r ti f _STEPS DOWN`"' EXI G SHED "TO B _`DEMO ED \ \ �.. o k V T • i / ~rte `�%� � t •, \\\ \ \ \ \ '� \ PRIDE 1 �` 0 �� i SQR.3. \ \ i r1 155.86' 2? 1410 � *44 v ,EXISITNG g 41 a `�` / `�t' f r` `,! WELL 1. SET POST AND \ \ \ 5 2s \ 42' POSTS EXCAVATE A 6' X 6" 2. S11 PLE THE PROPOSED AN 1 1.5" SQUARE TRENCH, SET POST GEOT XTILE SILT 'FENCE "�. ANGLE D' DOWN SLOPE ! D POST DOCK ----WELL \ \ \ y o UPSLOPE FOR O •,,� ��• � c�' lf' v' \ 6+ cp O � r I d ! STABILITY AND o I SELF CLEANING 1atY .+ 4' F WAYQ o 1 4 RIGHT 0 i € !II = Ifll =flit =ill! = All = IF1 - 1111 = IAI - 1111 =1141 illi - Ifll - illi -illi = Ali - ill! 12'" MIN. fill = fill = 1111= fill If ilit = All - illi 1111 = DEPTH fill - !AI = fill =_ 111f311 -1111 = 1 1111 IIA = illi = fill -= lAl MAP REFERENCE 4. QACKML THE TRENCH 1.) SUBDIVISION PLAN PREPARED FOR BRIAN P. BRENDA LEE MCNAMARA, 191 DOYLE 3. ATTACH GEOTEXTILE F AND COMPACT THE ROAD, MONTVILLE, CONNECTICUT, BY CME/CPK DESIGN GROUP DATED 04/30/2003 WITH GEOTEXTILE - I TO THE HARDWOOD POST EXCAVATED SOIL. EXTEND IT TO THE TRENCH. COMPAM e REVISIONS TO 11/04/2003. 2.) EASEMENT MAP PREPARED FOR BRIAN P. & BRENDA LEE MCNAMARA, 191 DOYLE illi 1111 ilii =Ilii = 111! Illi = ifil�� lff� I�ir=illi = Ill! = ilii = ROAD, MONTVILLE, CONNECTICUT, PROPOSED DRIVEWAY EASEMENT, SCALE 1 " = 80', SHEET fill lilt = fill = I - i fill= fill= iIA c fli! = IIII = 1111 /� Ill! = IIH Ali = 111 = I IIII = IIII = fill = fill - illi = A?[ Ifil = 1 OF 1 BY CME/CPK DESIGN GROUP DATED 11/15/2003. Ali fill = IIII = - _ AA IIII = fill = 11ff - fill BOTTOM OF DRAINAGEWAY POINT A" SHOULD eE HIGHER THAN NINT 'B' 1 , A A i _ PLAN VIEW ELEVATION 2 LAO EM ENT -AN 0 CQNSTRUCT101- -0 E AAEOTEnLE SILL EENQUOSE) NOT TO SCALE INSTALLATION & MAINTENAN 1. Dig a 6" trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground, 3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill, 4. Inspect the silt fence at lleast once o week (preferably twice) and after rainfall events of 0.5" or greater. 5. Remove sediment when deposits reach approximately 1/2 the height of the fence. Sediment shall be deposited in an area which is not regulated by the Inland Wetlands Commission 6. Replace or repair within 2'4 -hours of observed failure. Failure may include: -Overtopping, undercutting or bypassed by runoff water. -Fence has been moved or knocked over. --The geotextile has decomposed or has been damaged. OESIGN DATA PERCOLATION RATE = 10 MINUTES/INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 18-4X4X4 GALLEY SECTIONS (USE HEAVY DUTY SECTIONS UNDER DRiVE) SET BOTTOM OF UNITS AT ELEVATION 401.0 EFFECTIVE LEACHING AREA = 676 SF PROVIDE A 1250 GALLON 2 --COMPARTMENT TANK M.L.S.S. REQUIRED = N/A M.L.S.S. PROVIDED =72' PREPARE -AREA OF ER_02Q5EQ,,,, u j FC)LLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) EXCAVATE 6' WiDE TRENCH AND PREPARE SURFACE. 3.) PLACE GALLEY UMTS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 4.) RUN PIPE THRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH APPROVED AGGREGATE. 5.) PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 6.) REPLACE TOPSOIL, SEED & MULCH. 1,) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WiTH T-2 MAPPING STANDARDS, 2.) BASE FOR LEVELS: SUBDIVISION MAP. 3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT, 4.) LOT AREA = 5.45± ACRES. 5,) SITE IS IN ZONE R-120. •e } 4 r. i 0 - 0"--3" ORGANIC rs 8" a• SANDY LOAM 42"-97" SAND sfi „ s NO MOTTLING TESTHQLE_ #4B 17 M 35 29* 40 .34 2"-39" BROWN GALLr► LOAM NOT • AND GRAVEL •e } 4 r. i.N= 0 - 0"--3" ORGANIC 5 8" 3"--42" BROWN SANDY LOAM 42"-97" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TESTHQLE_ #4B 14-1/4" 35 0"-2" ORGANIC 40 15--3/4" 2"-39" BROWN SANDY LOAM 39"-80" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING RATE = KNOCKOUT INLET AND MILS� LO CD NO REQUIREMENT ell OUTLET OPENINGS Q � Q Uj Z I- ZLAj � U_ Uj Z ,< 0 \r<f © v Z d t = N Q a Lu M r- N m LJ CL Z LO w LL. W � tn a a l-_ Cki 0 0 CAST CONCRETE COVERS z PLAN CAPACITIES A B C 1250 GAL 61" 51" 48" 1500 GAL 69" 59" 56" PROVIDE RISERS TO WiTHIN 4 x 4 12,6/12.6 6 x fi 6/6 GA. 12" OF FINISHED GRADE GA. WIRE MESH WIRE MESH AT INLET AND OUTLET , PROVIDE OUTLET FiLTER� 4 Ll POLYLOK PL -122 €NIL 3 VENT----" OUTLET 7 LIQUID LEVEL CONTINUOUS HOT b 4" OUTIL Q BAFFLE\ M ASPHALT SEAL 4" SCHED. 40 _ f` iN ET AF s DEFEC?oR LOT fo.QO TESTHOLE DRTA PER UNCAS HEALTH DISTRICT 04/14/2003 TESTHOLE # i.N= 0 - 0"--3" ORGANIC 5 8" 3"--42" BROWN SANDY LOAM 42"-97" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TESTHQLE_ #4B 14-1/4" 35 0"-2" ORGANIC 40 15--3/4" 2"-39" BROWN SANDY LOAM 39"-80" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING peord0 Obi - ASE PER CME/CPK DESIGN GROUP 04/16/2003 MIL4 i.N= 0 - 4" 5 8" 10 -- 9- 1 /2" 15 -- 11" 20 - 12---3/8" 25 -- 13-1/2 30 -- 14-1/4" 35 15" 40 15--3/4" 45 16-1/4 50 17" 55 _ 18" 60 - 18-1/2" RATE = 10 MINUTES/INCH MILS� LO CD NO REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED FF ELEV SF - 9s, - --- ,00 n1' X 102.6 --o- -o a WLF# 100.00 -0- rH#1 FIRST FLOOR ELEVATION SQUARE FEET EXISTING CONTOURS PROPOSED CONTOURS BUILDING SETBACK LINE EXISTING SPOT ELEVATION PROPOSED SILT FENCE LiMiTS OF INLAND WETLANDS INVERT ELEVATION TEST HOLE 20 10 0 20 MMEEW GRAPHIC SCALE IN FEET O cv � CY) rnCO cv , co 0 00 CD flo c v � �U 0 .c � U d {i3 (y) 11.0 8 s� U p� C Z c cca� cv m W 0 U m R < CL Cr 0 .65 01 W © LO i Q Ln s f LO CD � � Q � Q Uj Z I- ZLAj � U_ Uj Z MUJI © v Z d w a Lu L m LJ CL U w LL. W � Wr � CL a a l-_ Cki 0 0 z U. m R < Cr .65 01 © LO m Ln s f LO CD U z Uj Z Z y U_ 0 C o v Q w a Lu Q. m o C0 J U 0 LL. DATE: 12/10/2005 SCALE: 1 " = 20' SHEET 1 0E 1