Loading...
HomeMy WebLinkAboutApp# 4069f� it '.. ••`-•�-=`:'x'�... 5..�.�:... _.�.-..�_�._.,_ _.�.�..�._,_� _._.._. __. �_. ....-__-_.. 4 :..�, .• f .-• ., , - /l���♦ 5' ">' V 7/41 P`?sY t.��x��l i� , zn _._, .r-'+•1- �:, a-,;•,: `'3n ,. r•: - j :. .: ... .. � - � _ _ ,.. jjfi" J1J _ � �a�$�' S� yLiF •yW10 �o¢¢ �r �� - " � - / - a i•• _I { ,. _.� Aw..� .p..:,,,... 'ww+tr�i t - � ... ;. � .. - =u5 :. _ . -... ;..,,ems _--_ _: _..... _.--.� _.:..-.. _� � � _ .-: � - . .. � ; .;i •!.. �"'_' �. -.} • ... .. .>•, �..-�.^.� 4 ; i� �, I. .. �:. ,.. ': ,'. :; � 1{� F8 CS O OAS fes, \,�"�,-,: ,�; __�-_ > `' ' ��.�/ktJ,�;ts s�r,.f�•' Lr":'� '•�° A ,,,,4 :,, /,; � •• , % —� �- __-._ ..� _� � - Ir'--1 �.:�'ti-nu� ^+?,tx,=.-�1.� � crus•: �� ..,d } ,.. !cam ID fit ,' G'' _._r_—. \ ��� ti �: '`� �•�r /w�� tpl-ice �-�f.°'�" "C��1`r ��'.1i'`'�:+Y 4, • �.. - �' �, � ..:.,�. � ;; � #I t�-�..� o «a;�pr•_ �r.�1e CIA"" t - u.;.c, �,-ya .,.v.-• h .,j { r- .X. _1 .x '..-'e , ��,•1 �I- j r" '"1"'.-T':aF- 'i Ai ->, •.-, P},.�... . £Yr c c`�� LCL i 1 1 f ,t3t �j Ct'(t"N}7'y� �rG C�i4dJ� _ jsEaCl6IVAcr! " i� GCX f` Y'.•Z`�i. cl� , a y ' I cj -t" r { — N"1� tomC`c ' j �. � I .. u.- ... �. : • {I--.* - - a �`�3k.'; ��Ci i� 7�-. l� r,.�-4�">•'�'z` • , l.L�i i '. tJi'�I ij"_,. >•1 a. ,.,..� s� (t-? Sa-ro f07 icy 14Z -„1 ^' f j ,j'^y t,� �-* �-+ �• r� eF'cfi"piiC Ca fr j;; a .'-t?t: S T._-1.JJ^�li 10 ��' i ��3 4r1 ✓JI mit .. + ? C i I� s�� P.Iq!t'DnoflhPdr4�." �+1 ui APPROVED YARb'OUTH CORAR".17TEE ih1�y` fKHRI) �r 4" PVC PROPOSED VENT GROUND SURFACE / LEACHING TRENCH DESIGN NOT TO SCALE HEIGHT ENGINEERED WOVEN U.P. FABRIC OVER PEASTONE LENGTHZFILTER { OF PEASTONE WIDTH i ' • i' J, / 12" SMOOTH LINED �� {, ` /' 'Q �'J• O CORRUGATED H.O.P.E. `. ' �p�.. CASE F�F.pG� PIPE (OR EQUIVALENT) - \a O / q0 IXX QJij, Oj �,� '\�v,\ , "`�(y�� ,c�(,\r`\► .`P�\P�\_yI�.`'l7�,��4/.\gp /'/• : / �./ >S.��y�_'�-`'. .----�i,�,FO'��"�\° ((/ / /'`. 'SSaT 4%�\°!'9�'ti , y,'���2� pp000Dp0Op0O0000p O0OO00°a o Op 000 -00,-00%1 p 0 opp 20 p 000 paoOo000 ao00000000 °OO°op aO°0p°p°°pa0 74.4 ° 000 °°0p 000 000° ° �'J, O00°Opa-7 op°pp0 �o°, Os �0 00 00000000000000000000( °O°0°pCO00°°o0000op 75.2 WATEO / f'5 1 X OQOOOOO�0OoOOOOOO0000000 000 00do �/p0OD0000 00 0 0000000O 000°0000000000J yd� 12TO 'GATE00 / a0O0QOo0000si�sBi\ pO00a0000000 p 00000Du PIPE R Ly A -0O1-0 00000000000pa0Op0pa0pO A 0p0000°00p 0o 0 0p0po 00o<000O0 S.T.Z? 0 SET PERFORATED SIGN `•, f 0 �\ \ PIPE AT .5% SLOPE Y6 EXIST. MAPLE 3/4' TO 1-1/Y 3• WIDE BY 6' b• �\, -CEL IRS/ , TREES TO BE CLEAN WASHED -�74fi f .\ AreaP�39,1 2 sq.ft\\ ^° ` LP., \\\` \SAVED STONE DEEP LEACHING ` I O I SIDES OF DETENTION TRENCH �i \\ 0.90 Acres BASIN TO BE LOAMED U.PQ S\\ \,\.eV9 \ / -f;._s\\ \ ` AND SEEDEDrl - EXISTING ti.v y_. ��\\ �\ t\�� ( % / ,�4 \� � \\� 74.0 CAOCH BASIN SOLID \ • / jl /�. �.{ METER R ER \\` /irk,/ �\ , INV. OUT EL 68.8 h \.` f\\.' .%Fj ,:, ` PROP. 4'x4' DRAINAGE ,` \`'Y4.6 '••\\�F 1A �, ., �\`�. �\ \ MANHOLE WITH COVER \ - •\\ FC�oo \°a> > `s�o`1`, a INVERT IN EL sa.7 PAVEMENT CROSS-SECTION INVERT OUT EL. 68.5 ' • 75 7`%�\, 1' TOP COAT (TYPE 11) ,\°Q O.lk• \F _- / 4 i . a\ , ,\ a `` , 1i\\,' y j. JF;. \ y�P�E' A�/'• 7.2.3. \.` `' `\\`\ (1) 38' LONG, 6' DEEP BY \�S '`U.P. y •\` ,� •.\ `r yF• /, c�.,,p\\ \` \ 3' WIDE LEACHING TRENCH '`a �� /° F \` .,7`T° / '/ ,.•' \, �.1Y��`� \ �`\ \ (SEE DETAIL) wo .`` `a `,; `, ! +• 72.6 ',,+Yjr. \\\'• ` av L)'o sGO \� 73.9% A o. J `'o. 6 } \ , c�+ M \y/ r'� \\ I' ✓ _'ij ,, s 9 ' 73 ' .5' � •_ O-9lO LpO `.`\ ,.\ `\+\'• eL° 74.0 /' 7i o yy 75.00 / BGS \ • V`(,,'', > S.T. ' ) , .,, `\:/. �' ` � I 'O 1 'QST a � ,\\,. •,�` .• � /�/i: y1 >\ F4'`!), /+'THt 16' F,y� ,\.`74.8 TEST HOLE LOGS 6 ENGINEER: R.J. OHEARN, INC. WITNESS: J.M. & R.K. (B.O.H.) DATE: APRIL 6, 1983 PERC. RATE = < 2 MIN/INCH 0• EL 75.8 0' EL. 76.2 TOP AND - n - 2'SUBSOILEL 74.2 CLEAN MEDIUM CLEAN SAND MEDIUM SAND WITH GRAVEL 12" 'EL. 63.8 12" 'EL. 64.2 NO NO WATER WATER FOUND FOUND off 508-362-4541 fax 508 362-9880 1 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS _939 main st. yarmouth, ma KEY PROP. x 2" CAL . .................. ff r HARDWOOD TREE l J EXIST. CONTOUR --72 ---- PROP. CONTOUR - -- -- - 72 - -- --- PROP. GRADE .................7d) EXIST. ELEV. ............. 1s.37 EXIST. WATER LINE '-W - --'--'--W- -- -- PROP. WATER LINE W W - Q�oQpppppp°AAAAAA- EXIST. GAS LINE - G-'-- ----G------- PROP. GAS LINEG G- 74.4 75.4 4' H.D.P.E. `''. •�, -.r �r.Y BINDER TYPE 11) ... LY •v' �.', '?, `:: 0 000-() 00000 0000 0000o0000000c 10 0 O 00 O C 1oYo�s�e sMAnm soRro as E 0 000 00 p 0 00 �po0 p0pO00puoop00000000p o0 00000nooOnooOn0002r�Qo� 0 ORIGINAL . '. . SUB\GRADE . `-REMOVE TOP AND SUBSOIL PAVEMENT DESIGN THE FOR THE DRIVEWAY SERVING THE 2 BEDROOM HOUSE IS TO BE Y OF DENSE GRADED CRUSHED STONE AND A Y BITUMINOUS CONCRETE SURFACE fi QEL°e1k� P� \ 9 PT\S\1 \' �xx OIL "L o \ CATCH BASIN DETAIL (NOT TO SCALE) 24' SQUARE HEAVY DUTY CAST IRON GRATE HEAVY DUTY CAST IRON FRAME LEVELING -BLOCKS) 1Y SMOOTH LINED 8-� ,-CORRUGATED H.D.P.E. / PIPE (OR EQUIVALENT) NYLON I P ROPE 6' PRECAST OR 6" BLOCK 5 PRECAST OR 4" SECTIONAL PLATE P 00• / e-�'bOeg QP ♦ rym P "6 ° SEPTIC CALCULATIONS: FRONT SEPTIC SYSTEM: INSTALL AN OIL ABSORBANT PILLOW IN CATCH BASIN (SEE NOTE #13) 7g A s> '76' 1512 S.F. RETAIL (5 GAL./100 S.F.) = 75.6 GPD 1100 S.F. STORAGE (5 GAL./100 S.F.) = 55 GPD 1056 S.F. RETAIL (5 GAL./100 S.F.) = 58.2 GPD 264 S.F. STORAGE (5 GAL./100 S.F.) = 13.2 GPD TOTAL DESIGN FLOW = 202.0 GPD SEPTIC TANK: 202.0 GPD (1.5) = 303.0 GPD EXISTING 2000 GALLON SEPTIC TANK LEACHING: SIDES: 10 Tr 6' �2.5) = 471.2 GPD BOTTOM: 251-rKID)= 78.5 GPD TOTAL 267.0 S.F. 549.7 GPD EXISTING 6'x6' PRECAST CONCRETE LEACHING PIT WITH 2' OF STONE ALL AROUND. REAR SEPTIC SYSTEM: 968 S.F. RETAIL (5 GAL./100 S.F.) = 48.4 GPD PROPOSED 2 BEDROOM DWELLING: 220 GPD TOTAL DESIGN FLOW = 268.4 GPD SEPTIC TANK: 268.4 GPD (1.5) = 402.6 GPD EXISTING 1000 GALLON SEPTIC TANK LFL RING: SIDES: 10-m6' (2.5) = 471.2 GPD BOTTOM: 25Tr (1.0) = 78.5 GPD TOTAL 267.0 S.F. 549.7 GPD EXISTING 6'x6' PRECAST CONCRETE LEACHING PIT WITH 2' OF STONE ALL AROUND. CHASE GARDEN _ 6 TH2 = 50 OCC. 50 OCC. (1 SPACE/7 OCC.) = 7.2 SPACES \ /o. 03 11 OCC. (1 SPACE/7 OCC.) = 1.6 SPACES ADDITION: 1056 S.F RETAIL (1 OCC./30 S.F.) = 35 NOTTINGHAM RD 35 OCC. (1 SPACE/7 OCC.) = 5 SPACES lb OCC. 2 OCC. (1 SPACE/7 OCC.) = .3 SPACES e.4 = 32 OCC. 32 OCC. (1 SPACE/7 OCC.) = 4.6 SPACES p yP Q�oQpppppp°AAAAAA- z fi QEL°e1k� P� \ 9 PT\S\1 \' �xx OIL "L o \ CATCH BASIN DETAIL (NOT TO SCALE) 24' SQUARE HEAVY DUTY CAST IRON GRATE HEAVY DUTY CAST IRON FRAME LEVELING -BLOCKS) 1Y SMOOTH LINED 8-� ,-CORRUGATED H.D.P.E. / PIPE (OR EQUIVALENT) NYLON I P ROPE 6' PRECAST OR 6" BLOCK 5 PRECAST OR 4" SECTIONAL PLATE P 00• / e-�'bOeg QP ♦ rym P "6 ° SEPTIC CALCULATIONS: FRONT SEPTIC SYSTEM: INSTALL AN OIL ABSORBANT PILLOW IN CATCH BASIN (SEE NOTE #13) 7g A s> '76' 1512 S.F. RETAIL (5 GAL./100 S.F.) = 75.6 GPD 1100 S.F. STORAGE (5 GAL./100 S.F.) = 55 GPD 1056 S.F. RETAIL (5 GAL./100 S.F.) = 58.2 GPD 264 S.F. STORAGE (5 GAL./100 S.F.) = 13.2 GPD TOTAL DESIGN FLOW = 202.0 GPD SEPTIC TANK: 202.0 GPD (1.5) = 303.0 GPD EXISTING 2000 GALLON SEPTIC TANK LEACHING: SIDES: 10 Tr 6' �2.5) = 471.2 GPD BOTTOM: 251-rKID)= 78.5 GPD TOTAL 267.0 S.F. 549.7 GPD EXISTING 6'x6' PRECAST CONCRETE LEACHING PIT WITH 2' OF STONE ALL AROUND. REAR SEPTIC SYSTEM: 968 S.F. RETAIL (5 GAL./100 S.F.) = 48.4 GPD PROPOSED 2 BEDROOM DWELLING: 220 GPD TOTAL DESIGN FLOW = 268.4 GPD SEPTIC TANK: 268.4 GPD (1.5) = 402.6 GPD EXISTING 1000 GALLON SEPTIC TANK LFL RING: SIDES: 10-m6' (2.5) = 471.2 GPD BOTTOM: 25Tr (1.0) = 78.5 GPD TOTAL 267.0 S.F. 549.7 GPD EXISTING 6'x6' PRECAST CONCRETE LEACHING PIT WITH 2' OF STONE ALL AROUND. CHASE GARDEN CREEK FRONT BUILDING: 1512 S.F RETAIL (1 OCC./30 S.F.) = 50 OCC. 50 OCC. (1 SPACE/7 OCC.) = 7.2 SPACES FRONT BUILDING: 1100 S.F. STORAGE (1 OCC./100 S.F.) = 11 OCC. 11 OCC. (1 SPACE/7 OCC.) = 1.6 SPACES ADDITION: 1056 S.F RETAIL (1 OCC./30 S.F.) = 35 NOTTINGHAM RD 35 OCC. (1 SPACE/7 OCC.) = 5 SPACES ADDITION: 264 S.F STORAGE (1 OCC./100 S.F.) = 2 OCC. 2 OCC. (1 SPACE/7 OCC.) = .3 SPACES REAR BUILDING: 968 S.F. RETAIL (1 OCC./30 S.F.) = 32 OCC. 32 OCC. (1 SPACE/7 OCC.) = 4.6 SPACES yP z KING'S WAY 4 O •q,P\Fti 0 = FLAX PARKING TREES: 21 SPACES (1 TREE/8 SPACES) = 4jO?S o m POND 64' \ \•\ LOCUS N r Gn SETUCKET RD. `\ �z 00 FOR PROPOSED ADDITION AND DWELLING AT 927 MAIN ST. -IN: YARMOUTH (PORT), MA FOLLINS POND n,f7'/'%'I' LOCATION MAP (NO SCALE) ASSESSORS MAP 129, PARCEL R5 FLOOD ZONE C BUILDING ZONE: LIMITED BUSINESS (LB) SETBACKS: FRONT=30' SIDE=25' REAR=20' TOTAL LOT AREA = 57,318 S.F. EXISTING BUILDING AREA = 2529 S.F. PROPOSED BUILDING AREA = 5949 S.F. PROPOSED BUILDING COVERAGE = 10.4% MAXIMUM BUILDING COVERAGE = 25% TOTAL IMPERVIOUS AREA = 16,289 S.F. TOTAL IMPERVIOUS COVERAGE = 28.4% MAXIMUM IMPERVIOUS COVERAGE = 70% MAXIMUM LAWN AREA = 3200 S.F. NOTES: 1. DATUM IS ASSUMED FROM DENNIS QUAD MAP. 2. MUNICIPAL WATER IS AVAILABLE. 3. MINIMUM PITCH PITCH TO BE 1/4" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS AS NOTED. 5. SEPTIC PIPE JOINTS TO BE MADE WATERTIGHT. 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. SCH. 40-4" PVC PIPE TO BE USED FOR SEPTIC. 9. DRAINAGE PIPE TO BE 12" H.D.P.E. OR EQUIVALENT. 10. OWNERS ENGINEER TO INSPECT ALL SITE WORK. 11. ALL DRAINAGE TO BE KEPT ON SITE. 12. MINIMUM 2' OF COVER OVER ALL H.D.P.E. PIPES. 13. OWNER TO WORK OUT A CONTRACT TO HAVE OIL ABSORBANT PILLOW CLEANED ON A REGULAR BASIS. 14. LOCATION OF UNDERGROUND UTILITIES TO BE VERIFIED PRIOR TO EXCAVATION. 15. LOCATION AND ELEVATION OF BOTH SEPTIC TANK INVERTS TO BE VERIFIED BY CONTRACTOR. 16. THE OWNER OF PARCEL R5 PROPOSES TO PURCHASE PARCELS R9 & R10 TO BE USED IN CONJUNCTION WITH SAID PARCEL. PARKING CALCULATIONS: FRONT BUILDING: 1512 S.F RETAIL (1 OCC./30 S.F.) = 50 OCC. 50 OCC. (1 SPACE/7 OCC.) = 7.2 SPACES FRONT BUILDING: 1100 S.F. STORAGE (1 OCC./100 S.F.) = 11 OCC. 11 OCC. (1 SPACE/7 OCC.) = 1.6 SPACES ADDITION: 1056 S.F RETAIL (1 OCC./30 S.F.) = 35 OCC. 35 OCC. (1 SPACE/7 OCC.) = 5 SPACES ADDITION: 264 S.F STORAGE (1 OCC./100 S.F.) = 2 OCC. 2 OCC. (1 SPACE/7 OCC.) = .3 SPACES REAR BUILDING: 968 S.F. RETAIL (1 OCC./30 S.F.) = 32 OCC. 32 OCC. (1 SPACE/7 OCC.) = 4.6 SPACES PROP. DWELLING: 2 SPACES TOTAL PARKING REQUIRED = 21 SPACES TOTAL PARKING PROVIDED = 21 SPACES HANDICAP: 21 SPACES (5%) = 1.05 SPACES HANDICAP PROVIDED: 2 SPACES PARKING TREES: 21 SPACES (1 TREE/8 SPACES) = 3 TREES PARKING TREES PROVIDED = 3 K � Gn SITE PLAN OF LAND 00 FOR PROPOSED ADDITION AND DWELLING AT 927 MAIN ST. -IN: YARMOUTH (PORT), MA PREPARED FOR: BARRY CLIFF 20 0 20 40 60 Feet SCALE: 1"=20' DATE: AUGUST 29, 1994 A OdAlA 14. 3' ^V \ 1!e A �* DATE OJA1