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HomeMy WebLinkAboutSite PlanLEGEND SILT FENCE BARRIER -- PROPERTY UNE POST SYSTEM DESIGN HOUSE: LOT DEVELOPMENT 2'-8"►ROVE GRND. THE FCLLO;r'I".G PROCEpUI�ES WDLL BE FCLLCr:ED -- - - - - - - - BUILDING BUILDING LINE 3 SUBDIVISION PLAN ZONING DISTRICT, PREPARED FOR OXIBY FARM LLC SHEET 1 - 20 1'-8"HELOIP -GRND THE SANITARY SYSTEM IS DESIGNED FOR A PROPOSED MONTVILLE. CT FOR INDIVIDUAL PARCEL DEVELOPMENT --.-- y WATER LINE EROSION CONTROL BEDROOM HOUSE, BASED ON A PERCULATiON RATE OF 11 c T PI D D TG n TEST T ,,, TA DATED 06/02/200 TH #21) -------R--- WETLAND REGULATED LIMIT FILTER FABRIC MIN/INCH THIS REQUIRES 675 S.F. OF EFFECTIVE S TH #2A 0-3" TOPSOIL 1)UPON APPROVAL OF INDIVIDUAL SiTE PLAN DEVELOPMENT, THE LIMITS IN "- - - - - CURTIAN DRAIN BURY TRENCH s..� 0-5" TOPSOIL 3-24" SUBSOIL LEACHING AREA USING / u• FOUNDATION DRAIN 5-26" SUBSOIL 24-53' COURSE SAND & GRAVEL OF DEVELOPMENT, SHALL BE ESTABLISHED 'IN THE FIELD FOR EACH - - � - -- -- - IP. FND IRON PIN OR PIPE FOUND 2252� 26-86" GRAVEL REFUSAL 53" NO WATER PROPOSED STRUCTURE. DISTURBANCE LIMITS SHALL BE 25-35 FEET BEYON ly NO LEDCE WATER 0 E7" NO MOTTUNc ❑ MON FND MONUMENT FOUND NO MOTTLING THE PROPOSED BUILDING AND SHALL BE STAKED HAYBALES OR O DH FNb � DRILL HOLE FOUND LINEAR FEET OF TRENCH IS REQUIRED. USE 4 TRENCHES 1 TH SILT FENCE. � 2B ) - 0 I SET 56.25 FEET IN LENGTH, FEET ON CENTERS. •y�� 0-5 TOPSOIL 2 ALL DRIVEWAY AND DRIVEWAY SHOULDERS SHALL BE STABILIZED IRON PiN TO BE SET 5-25" SUBSOIL PERC TEST DATA ❑ MON SET MONUMENT TO BE SET 100' A 1000 GALLON 2 COMPARTMENT SEPTIC TANK IS REQUIRED ! 25-70" GRAVEL HOLE2 IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. HAYBALES AND /OR LEACHING AREA REQUIRED 675 S.F. ! TIME READING DH SET NO LEDGE NO WATER SILT FENCE SHALL BE USED TO ENTRAP ANY SEDIMENT. O DRILL HOLE SET ! NO MOTTLNG 2:05 9' ��./ 3 TOPSOIL AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREAS SHALL EXISTING GROUND LEACHING AREA PROVIDED 675 S.F. ! S' _ TH 2C 2:15 12' STOIC. WALL / �� S 2:25 14" BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. ALL- STOCKPILES RESERVE AREA PROVIDED 675 S.F. O 0-4" TOPSOIL ! `? 4-26" SUBSOIL 2:35 15 1/4" SHALL BE MULCHED OR RINGED WITH HAYBALES' OR SILT FENCE. BUILDABLE AREA " � ! \� �� ' 26-70" COURSE SAND & GRAVEL 2:45 16 1 /4" 6 / / { NO LEDGE WATER N 57" 2:55 17 1/8" 4)THE STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED SILT FENCE, / '; eB� NO LEDMOTGE RIC 3:05 18" TO THE AREA OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE DIRECTED -- --•380-- EXISTING CONTOUR / �, �� •©�. 111 MIN/PER INCH TO ESTABLISHED PARKING AREA. - r - - -i MISS CALCULATIONS o 1 ----t- j- PROPOSED CONTOUR HF X FF X PF = �" _ ���� � 5)UPON 50 CCOMPLETION OF THE DWELLING. ALL RAW SOIL - - LIMIT OF DEFINED 36 X 1.5 X 1.5 = 81 /r,� �,, y �'� `�°0 AREAS SURROUNDING THE NEW HOUSE SITE SHALL BE FINE GRADED . AND EASEMENT �� // �`�``ti. 3Ip MULCHED. THE INSTALLATION OF ANY GROUNDWATER CONTROL SYSTEM, E uNDERCROUND uTiLiTIEs �``•.,, \ TRENCH 1 CURTAIN DRAIN, \\ ETC. SHALL BE COMPLETED AT THIS TIME. �� '' �VrO ► BOTTOM = FiLL REQUIREMENTS S SANITARY SEWER THERE ARE fO E.y I S'VIt4CY V4EL.L I.- 101', "-��'T iG o~ / '` •- - �� '��• INVERT = PRIOR TO PLACEMENT OF FILL, ALL TOPSOIL IN THE IMMEDIATE AREA OF a OVERFLOW = THE PROPOSED PRIMARY LEACHING SYSTEM AND WITHIN A RADIUS OF 5 <— <-- CLEARING LIMiT W{ZHiN 7r7 �4F P�4Pc�t^R � `-I`tF� WELT- A1.ln / / �� k � TRENCH 2 � FEET THEREFROM, IS TO BE REMOVED AND .STOCKPILED FILL IS TO BE A P EDGE OF POND SEPTt� . / ,.-• BOTTO!! _ GOOD QUALITY BANK RUN GRAVEL OR APPROVED EQUIVALENT, IS TO BE ! INVERT = ! r. LAID IN 6 INCH LIFTS WITH 90% COMPACTION AND FINES NOT. TO EXCEED 5% AFTER PLACEMENT OF FiLL REPLACE TOPSOIL, LIME, SEED, �/ /! ./•� \ `r\ �y. FERTILIZE AND MULCH. O� FINAL STABILATION / '�• \ B SEED BED PREPARATION FINE GRADE AND STAKE SOIL TO REMOVE ANY STONE LARGER THAN j '*`�-•----�"� i-•'� � 'g�j �' 2".INSTALL ANY NEEDED EROSION AND SEDIMENT CONTROL DEVICE SUCH / N 1; -�_ ! / r AS HAYBALES OR SILT FENCE. APPLY LIMESTONE AT THE RATE OF 2 FINISHED GRADE FILTER FABRIC 04 PIPE 6 " I1 KC SF 6" k_1 MINIMUM 18" MOTTLING MINIMUM 48" LEDGE TYPICAL TRENCH DETAIL, N.T.S. ETAIL- N.T.S. 8"E / •1,1.•TONS/ACRE OR 901-8/1000 SO.FT. FERTILIZE WITH 10-10-10 A RATE 61. �c� OF 11 LBS/1000 SQ.FT. WORK LIME INTO SOIL TO A DEPTH j _`'-`�_ a / •,,�' l �` OF 4 SEED APPLICATION \% APPLY SHADE SEED TOLERANT GRASS MIX BY HAND CYCLONE SEEDER OR % / • "�' : _ �� / FL 1424.0 420 �t7' I /f �---' •�' ! . \ 3 - HYDROSEEDER. SEEDING SHALL BE APRIL 1ST AND JUNE 1ST. / •,,► =� �:ti _ _ \ ./ ��� p eh� OR BETWEEN AUGUST 1ST AND OCTOBER IST . IF SEEDING CANNOT BE DO • ! i y, \ t'URING THESE TIMES,REPEAT MULCH PROCEDURE WITH AN APPLICATION 17 / /� ./ % -.•� �\ -�.`' -J! •/'� k` ��' ` �� e2fIZAU OF 30-40 LBS/ACRE. MULCHING \ �y IMMEDIAT FOLLOWING SEEDING, MULCH .THE SEEDED SURFACE WITH I / / l / _ ` \ \� \ � s '� S�1 STRAP": OR HAY AT A RATE OF 1.5-2 TONS/ACRE. MULCH SHALL BE SPRE N /,�' •• LOT �•4/ S Ods `� 4 so, �s \ ��\ BY HAND OR WIT MULCH BLOWER FLINCH MULCH INTO 501E 3J%�% s -i-- SOFT \ \ ''� . M .-�- �s. p IkPPROXIMATELY 2-3 SCHES. 8.2 ACRES fl / RI DURIiJU NON -PLANTING SEAS DISTURBED AREAS SHALL BE COVERED / \ p ITN TEMPORARY MULCH. '.."`�-� \ PROSE�J WEL.� r- -- 4259 a \ / PR 0 SED ! t „' N3 BED 0M ! `�� �• / \ ,- I I \ 70'-4"PVC D30 L F. R. 436.0 L „ 2c ; ! B.FLR. 427.0 ;INV. -50 \ �, 0 �` -- � -i _� � O MAP REFERENCE: l'-4"ASTM . - INV -420. "C" \ 6 •� / - - - - - - J � �.. » SUBDIVISUON PLAN ZONING DISTRICT I / FL 42s.sLw -- '" �� s \ WRP-160,R-80 AND R-120 PREPARED FOR s ,. I o ,; � � / � �. � �g 22 4 p .�'s � OX18Y FARM LLC FORSYTH ROAD, OLD / COLCHESTER ROAD, & OXOBOXO DAM ROAD t / •� 4�8 MONTVILLE CONNECTICUT DATED i G.FLR.434.0 ` v �® " 05/01/2000, SCALE 1" = 100' SHEETS 1 / THRU 20 PREPARED BY CHANDLER PALMER KING ACHiTECTURE, ENGINEERING & '` _• / / Q , SURVEYING 110 BROADWAY NORWICH, CT / „ i LARGE 60ULD �• / 06360 'OSEIVE �' R0?c3- '�.�•—'~—' � D MAP STANDARD NOTES C, —BUWNG D OPE THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE �.r.._- •-- -" `--•- •—•--•— / ITH SECTION 20-3006-1 THRU 20-3006-20 OF THE EGULATIONS OF CONNECTICUT STATE AGENCIES `� / L�•--`•�—. �- \ �, "MINIMUM STANDARDS FOR SUPVEYS AND DAPS IN / / `�� *"�•"� LEVEL S STEM `. o THE STATE OF CONNECTICUT AS ENDORSED BY THE I n' • CONNECTICUT ASSOCRIATIQ": OF LAND SURVEYORS INC." BOTTOM TRENCH = 417.6 THE f TYPE OF SU ' VEY PERFORMED IS AN IMPROVEMENT INVERT = 418.1 L LOCATION MAF. BOUNDARY DETERMI NAT! 0I'll IS BASED ON OVERFLOW = 418.2 DEPENDENT RESURVEY OF PROPERTY AND CONFORMS TO THE A-2 ' CLASS OF ACCURACY. W UND TOUGH DURABLE ONE INCH BROKEN STONE SHALL CONSIST OF 50 S STONE NOT LESS THAN 3/4" NOR MORE THAN TWO INCHES IN SIZE AND / / 2. EXISTING T01'OGRAPIC FEATURES, SHOWN HEREON, SHALL BE FREE OF SOFT, DISINTEGRATED PIECES, MUD,DiRT OR OTHER / f / DELETERIOUS MATERIAL. / / WERE PREPARED IN ACCORDANCE WITH CLASS SEPTIC SAND FiLL SHALL BE A CLEAN BANK RUN GRAVEL CONTAINING \ / N4 MORE THAN 5X F!MES PASSING THE !!4300 SIEVE. FILL MATERIAL SH.s! L Q / ,` , �Q` NOT CONTAINANY MATERIAL LARGER THAN THREE INCHES . A SIEVE ANALYSIS SHOULD _p ^ �' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP BE PERFORMED ON REPRESENTATIVE SAMPLE OF THE FILL UP TO 45% BY WEIGHT / c i n i i A r OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. THE MATERIAL THAT PASSES !�i IS SUBSTANT�„LLY CORRECT AS NOTED HEREON., THE 14 SIEVE SHALL BE DRiED AND REWEIGHED AND THE SIEVE ANALYSIS f i PERFORMED ON THE REMAINING MATERIAL THE SIEVE ANALYSIS MUST DEMONSTRATE W ET L ANI? ''�•."., I nn � THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATION: �^ / / °• SIEVE SIZE EFFECTIVE PARTICLE - X THAT MUST b SIZE PASS SIEVE 42 EXISTING / ROBERT W. HELLSTRQM CT. LIC, 13626 / I GROUND , NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS Q�VIP COARSE SANDS 14-#10 +-4.75mm- 2.Omm - X14 100%� I ---- PROPOSED � � THIS MAP BEARS THE ORIGINAL SIGNATURE AND medium sand X10-40 +- 2.Omm-0.425mm X10 70X -100X GROUND �d3 •r. fine sand #40-#100+- 0.425mm-0.15mm #'40 lox -sox see note - ---I------- / EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. very fine sands f 100- f 200 +-0.15mm-0.075 #100 OX -20% ! 1 silts and clays X200 <0.075mm X200 ox -5x I O O _\ ROB HELLSTRO iMPROVEMENT LOCATION PLAN CLEAN FILL SHALL CONTAIN NO STUMPS. BRUSH OR OTHER ORGANIC MATTER. LARGE 418- I PREPARED FOR LAND SURVEYI G / ROCKS OR BROKEN LEDGE SHALL NOT BE PLACED WiTHIN 25'OF THE TRENCHES. Note Percent Passing the /40 sieve con be Increased to no -------------T------------- ---------- 32 MAIN STREET CARL FREEMAN Q greotor than 75% if the percent passing the 100% sieve I ! LOT �/i` /�_(�Qs does not exceed 1OX and the If200 sieve does not exceed 5%. i I HEBRON, CT. / The resonsibilify for the preparation of a leaching area utilizing 41 i ! OXOBOXO DAM /+ RD NOTES: "select material" Is that of the licensed Installer. The Installer i P.O. BOX 497 MONTVILLE, CT shall take the necessary steps to protect the underlying I ( COLUMBIA CT. 06237' 049 1.Licensed surveyor will stake system in field prior naturally occuring soils from overcompoction and siNotion once exposed, y 20 0 20 40 60 to construction. 0 10 20 30 40 50 2.Select fill shall be placed five feet around the (860) 228-9653 GRAPHIC SCALE - FEET leaching line. 9� » JOSEPH A PL"?•i�1? ATE OCTOBER 29, 2002 3.The area under the select fill shall have the top CROSS SECTION A SH1✓ET{I 1 OF 1 pB CT. tSC �. I Q4 i Q - �` 2002-0093 soil removed and inspected prior to select fill placement. HORIZONTAL SCALE 1"=10' REVISED SEPTEMBER 5, 2003 VERTICAL SCALE 1 "=2' CALF 1" = 20' ' �` FR02093 E 3