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HomeMy WebLinkAboutLocation MapeEssLBTiON gEi1NG: PERFORMED 7/18/08 BY P. LAFAYETTE, P.E. DEPTH 23" PRESOAK 12:00 P.M. TIME MEASURE (In.) DROP (In.) 1:10 5 3-h 1:15 8-)� 3-)j 1:20 12 2 1:25 14 2 1:30 16 1 _h 1:35 17-Jj X 1:40 18-14 - 1:45 18-7 255 FT 1:50 19-j 30 FT 1:55 20-1/8 PERC RATE: 8 MINSANCH DROP TEST HOLE DAIA: TEST HOLES PERFORMED 7/15/08, WITNESSED BY P. LAFAYETTE, P.E. AND L. DICESARE, SANITARIAN TH-1 0-12" TOPSOIL 12-38" TAN FINE TO MEDIUM SILTY SAND 38--62" GREY FINE SILTY SAND W/SOME STONES NO MOTTLING NO WATER LEDGE AT 62" Bl-. 0-8" TOPSOIL 8-42' TAN FINE TO MEDIUM SILTY SAND 42-65' GREY FINE SILTY SAND W/SOME STONES NO MOTTLING NO WATER NO LEDGE 208 lCe wl 0-8" TOPSOIL 8-18" TAN SUBSOIL 18-48" TAN FINE TO MEDIUM SILTY SAND 48-68" GREY FINE SILTY SAND W/SOME STONES NO MOTTLING NO WATER NO LEDGE I_I:Q'I 0-8" TOPSOIL 8-28" TAN FINE TO MEDIUM SILTY SAND 28-72" GREY FINE SILTY SAND W/SOME STONES NO MOTTLING NO WATER NO LEDGE NIF 'EVEN LOC -AN 345, PAGE 915 ZONE LIGHT INDUSTRIAL (LI) DISTRICT ON ZONING COMPLIANCE TABLE ENTS 3-12-10 4-16-10 REQUIRED PRONDED MIN.. LOT AREA 80,000 SF 80,026 SF LOT FRONTAGE 200 FT 200 FT FRONT YARD SETBACK 50 FT 55 FT SIDE YARD SETBACK 30 FT 35 FT REAR YARD SETBACK 50 FT RES. - 30 FT COMM. 255 FT BUILDING HEIGHT 50 FT 30 FT PROPERTY LINE s rREET LINE BUILDING LINE CONTOURS ST04EWALL UTILITY POLE NUMENT FOL)ND IR+I PIN OR DILL HOLE FOUND'`11RAPHIC SCALE IN FEET NIP BRUCE & CECELIA GRISAFE VOLUME 308, PAGE 52 EXISTING GRAVEL DRIVEWAY SLOPING RIGHTS ON LOT 32-6 318 BUTLERTOWN ROAD EXISTING CONDITIONS SCALE: 1 " = 30' COMMON DRIVEWAY EASEMENT KATHLEEN &F JEFFREY BARBERI VOLUME 493, PAGE 1181 CERTIFIED BY THE TOWN OF MONTVILLE PLANNING LOCATION MAP MAP REFERENCES: 1. "SUBDIVISION PREPARED FOR HORACE UNDO & ANTONIO IACONIELLO, RTE 161 & BUTLERTOWN RD. MONTVILLE, CONNECTICUT, SHEETS 1 AND 2 3-13-96 REVISED THROUGH 6-7-96.' 2. "RESUBDIVISIONLOT 32-6, UNDON AND IACONIELLO SUBDIVISION. BUTLERTOM RD. AND RTE. 161 MONTVILLE, CONNECTICUT, JAN. 26, 1999, 1"=40'. SHEET 2 OF 2. BY JOSEPH A. PELTIER, P.E." GENERAL N„QTES: 1. SEPTIC SYSTEM TO BE APPROVED BY THE UNCAS HEALTH DISTRICT. 2. PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER MUST CONTACT THE TOWN PLANNER TO ARRANGE A PRE CONSTRUCTION MEETING. 3. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 4. MAINTENANCE OF THE DETENTION BASIN IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. ALL WORK TO CONFORM TO TOWN OF MONTVILLE SITE PLAN STANDARDS. 6. CALL BEFORE YOU DIG, AT 1-800-922-4455, NU- BE CONTACTED PRIOR TO INITIATION OF THIS PROJECT. 7. SITE UGHT1NG SHALL BE SHIELDED TO DIRECT LIGHT GLARE AWAY FROM ADJOINING PROPERTIES. 8. THIS IS FOR PERMIT PURPOSES ONLY: IT IS NOT A CONTRACT DOCUMENT. 9. THIS PLAN IS FOR THE CONSTRUCTION OF A 2,400 SF BUILDING WITH 4 PARKING SPACES. 10. THIS SITE IS LOCATED IN THE (LI) LIGHT INDUSTRIAL ZONE DISTRICT. 11. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" STANDARDS. 12. ALL NEW UTIUTIES, INCLUDING CATV, WILL BE INSTALLED UNDERGROUND. 13. TOPOGRAPHY WAS TAKEN FROM MAP REF. #2 AND FIELD VERIFIED FROM FIELD SURVEY CONDUCTED IN FEBRUARY 2010. 14. PERMANENT MARKERS ARE TO BE PLACED AT THE LIMITS OF THE WETLAND REVIEW AREA PRIOR TO BUILDING CONSTRUCTION. PARKING CALCULATION: (PER SECT. 19.3.20) 1 SPACE / 1,000 SF FLOOR AREA = 2.4 SPACES REQUIRED 3.0 SPACES PROVIDED 4.0 SPACES ��$## of�; aMyV !## 1 HANDICAP SPACE REQUIRED AND PROVIDED J. p �;/>4,¢ .4�G.� ... Michael G. S efer, Sr. Professional oil Scientist SHEET INDEX 1) LOCATION MAP, GENERAL NOTES AND A-2 SURVEY 2) SITE PLAN 3) EROSION AND SEDIMENT CONTROL AND SITE DETAILS ZONING COMIhMSSION DATE CCERTIFIED BY THE TOWN OF MONTVILLE INLAND WRADS COMMISSION 11 CHAIRMAN. MONTVILLE INLAND WETLANDS DATE DATE REVI ON 3-17-10 UNCAS HEALTH CO ENTS 3-12-10 4-16-10 TOWN CO ENTS SCALE: AS NOTED Development Solutions, L.L.C. SHEET NO. A Technical Services Company 1 of 3 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 - Fax: (860)204-0652 DRAWING NO. _ �NNPOA8 41 ® a,� q��'t'y�� u/O p� 04�♦� g4'a S iii O / VIV �4 O�Q'�i 609 rF z -w- I S-rtix-a- IONA L. Ea e! LOCATION MAP, GENERAL NOTES & A-2 SURVEY JONES LANDSCAPE, LLC 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR DAN JONES 512SQUAW ROCK ROAD MOOSUP, CT 06354 February 18, 2010 DRAWN BY. - Y:512 T J SCALE: AS NOTED Development Solutions, L.L.C. SHEET NO. A Technical Services Company 1 of 3 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 - Fax: (860)204-0652 DRAWING NO. _ d� V EROSION AND SEDIMENT CONTROL NOTES: 1. PRIOR TO THE START OF CONSTRUCTION, A PRE CONSTRUCTION MEETING WITH THE TOWN IS REQUIRED. 2. CLEARING LIMITS SHALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INITIATION OF CONSTRUCTION. 3. ACTUAL LOCATIONS AND APPLICATIONS OF EROSION CONTROL DEVICES SHALL BE DETERMINED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION BASED ON THE EROSION AND SEDIMENT CONTROL STRATEGY. 4. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE. 5. PHASE 1 EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO INITIATING ANY MAJOR EARTHWORK ACTIVITY AT THE SITE, THE FOLLOWING MEASURES SHALL BE INSTALLED AND MAINTAINED. A. INSTALL SEDIMENT FENCE BETWEEN WORK AREAS AND ADJACENT RESOURCE AREAS AND AT TOE OF SLOPES. B. MARK ALL TREES THAT ARE TO REMAIN IN OR ADJACENT TO DISTURBED AREAS AND PROVIDE TREE PROTECTION MEASURES. C. CONSTRUCT THE BASIN PRIOR TO ANY ON SITE EXCAVATION, D. INSTALL CONSTRUCTION ENTRANCE AT THE POINT OF CONSTRUCTION VEHICLE ACCESS TO THE SITE. E. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE. F. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON THE DOWN SLOPE SIDE. SEED STOCKPILE WITH PERENNIAL RYEGRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCH WITH HAY OR STRAW. G. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING DEBRIS, CONTAMINANTS, OR OTHER OBJECTIONABLE MATERIALS AS DETERMINED BY THE ENGINEER. MOISTEN SOIL SURFACE PERIODICALLY WITH WATER TO MINIMIZE DUST. 6. AS EXCAVATED AND FILLED SURFACES REACH SUBGRADE LEVELS, PHASE 2 EROSION CONTROL MEASURE WILL BE APPLIED. THESE MEASURE INCLUDE THE FOLLOWING: A. RELOCATE SEDIMENT FENCE AS NECESSARY TO INSTALL AT TOE OF SLOPES. B. STABILIZE STEEP SLOPES (3:1 OR STEEPER) AS SOON AS PRACTICAL WITH CURLEX EROSION CONTROL MEASURES AND MAINTAIN MEASURES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. C. INSTALL SEDIMENT FENCE IN ALL LOCATIONS WHERE NEWLY STABILIZED AREAS ARE UPSLOPE OF PREVIOUSLY STABILIZED AREAS, 7. ALL DISTURBED AREAS NOT COVERED BY PARKING, SIDEWALKS, LANDSCAPING, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: A. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. B. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. C. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. 8. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT. 9. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT(S) TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER PARTIES. 10. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL RYEGRASS: FIESTA 11, BLAZER 11, DASHER II AND EXPRESS. A SEEDING RATE OF 5-7 LBS. PER 1000 SF IS RECOMMENDED. 11. WHEN ALL SURFACES ARE PERMANENTLY STABILIZED, ANY REMAINING SEDIMENT AND EROSION CONTROL DEVICES SHALL BE REMOVED.. 12. STILLING BASIN CONSTRUCTION NOTES: A. THE MONTVILLE PLANNER WILL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. B. IF THE BASIN IS CONSTRUCTED DURING THE WET SEASON, (MAR -MAY) A DEWATERING PLAN DEEMED ACCEPTABLE BY THE MONTVILLE PLANNER SHALL BE IMPLEMENTED. C. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE FIRST ITEM OF CONSTRUCTION AND SHALL BE MAINTAINED UN11L ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. D. INSTALL NEW BASIN AND LEVEL SPREADER. E. STABILIZE BASIN AREAS AS PER THE PLANTING SCHEDULE. F. DC[AILI n[bAr%1CA1T C0YI01 Ai Aslr% CcniIJCAIT f%nKi Mni UCACI IDCC CUAI 1 GC UAIAITAIAIC) I WIM GACIAI SIT. G. IT AL M) H. SII FL VE 13. THE SCHEDUL A. VE O( B. A( 218.0 2 ORIFICE DIA. 0 3" (VERTICAL BETWEEN 216.0 & 216.0 215.0 1/4" RADIUS 6" 1.5" RADIUS FINISHED GRADE � 1.5" COMPACTED THICKNESS FINISHED GRADE CLASS 2 BITUMINOUS AN CONCRETE PAVEMENT li- 1 1\2 COMPACTED THICKNESS v 9"PROCESSED CLASS 1 BITUMINOUS 1�1= AGGREGATE BASE CONCRETE PAVEMENT f;l CONC III o CURB <N 18 BANK RUN 0 v AGGREGATE BASE 0 0', o0 � 0,P o�I 11 `° iti_ I COMPACTED MPATED SUo° BGRADE� - CONCRETE CURB NOT TO SCALE NON-SKID HAIR BROOM FINISH T SIDEWALK SLOPE SLOPEFT MAX. 0" TO 1/4" I- I t i t l 20" "Mi'—� I 1 CURB REVEAL IJ----_------t-.4.--------------1-0----------_�-,� -----------k'----------------Jr------------yam I----• VARIES �-------- 4'-0" VARIES HANDICAP RAMP NOT TO SCALE EXISTING GRADE HIGH WATER LEVEL (SPILLWAY ELEV.) I 1/2" PREFORMED BITUMINOUS EXPANSION JOINT PLANT IN GROUPS OF 12 ® 8' O.C. COMMON CATTAIL (TYPHA LATIFOUA) 2" PLUGS 0 12" O.C. BLUE FLAG IRIS (IRIS VERSICOLOR) 2" PLUGS ® 12" Q.C. PLANT IN GROUP OF 8 ® 8' O.C. SOFT STEM BULRUSH (SCIRPUS VALiDUS) 2" PLUGS 0 12" O.C. 43e SLOPE DETENTION BASINS USE "NEW ENGLAND WETMIX" AS PRODUCED BY NEW ENGLAND WETLAND PLANTS, INC. AMHERST. MA. (413-548-8000) AT AN APPLICATION RATE OF 1 L8. 2,500 S.F. ON SIDE SLOPES (NOT OTTOM) OF DETENTION. )SS SECTION THROUGH DETENTION BASIN NOT TO SCALE ISI VI.I�-1 1�{..V /"�J i VVI\VI\(,.IL VA TVI1 YI"1.�I� WITH TYPE "CL" TOP OUTLET QONTROL STRUCTURE NOT TO SCALE L 6" MIN. OR 1.5X MAX. STONE DIA. T_ CURBING 4 MAX 1F—, PLAN RIP RAP - B A-A—�• -•--A W CONSTRUCTION JOINT: -1 -CONSTRUCTION JOINT: 1/2" PREMODELED 1/2" PREMODELED (ITUMINOUS EXPANSION VTOOLED JOINT BITUMINOUS EXPANSION JOINT MATERIAL {1" DEEP) JOINT MATERIAL PLAN 6» W 6.. 1-1 /2" CLEAR Z6x6-W1.4xW1.4 WELDED WIRE FABRIC CONCRETE SIDEWALK PROCESSED GRAVEL BASE SECTION CONCRETE SIDEWALK DETAIL NOT TO SCALE 2x2x48' WOOD POLE M t N WIDTH W A 8 4' 4' 12' FV S' 15' ,//,.,e -INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT FILTM FABRIC GRADE ------FLOW 8 APPLY WETLANDS SEED MIX TO SIDE SLOPES NOTE: PREMANUFACTURED FENCE MAY BE USED. S DIMENT FENCE NOT TO SCALE 4" LOAM AND SEED AINAGE OUTLET )NCRETE FLARED END) 61 GEOTE; FA A 015 BOARD ON BOARD SIDING 1"x6*' BOTH SIDES 2"x6" 6"x6" TREATED POST CONTAINMENT 6' CURBING 4" CONCRETE PAD W/ 6"X'-10/10 W.W. FABRIC STONE 3 6' PROCESSED GRAVEL SECTION PAVED SURFACE ST CTURAL FILTEJ FABRIC (4' WIDE) 1.0' 40" 2 6" MIN 1.0' MIN. EL.=218.0 EL.=217.5 18„ MIN MODIFIED RIPI AP EMERGENCY S_ .ILLWAY SEC_T1QL NOT TO SCALE MOLDCAST PARACYL PCL -1 150W HPS FIXTURE OR APPROVED EQUAL G OAPn nm OnAon cinmtrr -DUMPSTER PAD NOT TO SCALE * DUMPSTER TO HAVE PLUGS IN ANY DRAIN HOLES. VARIES SLOPE = 1 /4"/FT, ----- 8” CRUSHED GRAVEL COMPACTED 4" OF LOAM, SEED, COMPACTED FERTILIZER AND MULCH SUBGRADE GRAVEL PARKING AREA CROSS SECTION NOT TO SCALE SLOPE VARIES (SEE GRADING PLAN) CONSTRUCTION ENTRANCE NOT TO SCALE FINISHED GRADE 000 $° o 0.0 j�q� o � �000 80 0� 00 O o�000 30" MIN. GRANULAR BACK FILL owO to 0 /-- LAMINAIRE, 8o°OB�poo FT. -CANDLE POWER o, to 3' MIN. ELECTRICAL, TELEPHONE AND FINE SAND - 6" CABLE 1ELEVISION SERVICE MIN. 12'� 12" 6.> MIN.MIN, 7 J NOTE: ELTRICAL CONDUITS MUST HAVE AT AST 4 FT. OF SEPARATION TION FRO TELEPHONE AND TV CONDUITS BURIED CABLE TRENCH CROSS SECTION NOT TO SCALE NOTE: REFLECTOR IS SPECULAR ANODIZED ALUMINUM, PROVIDES PRECISE UPUGHT CUTOFF WITH NO LIGHT EMITTED ABOVE 81', BUILDING MOUNTED LIGHT NOT TO SCALE DATE SITE LIGHTING NOTES Q SITE LIGHTING SHALL BE INSTALLED SUCH THAT ANY GLARE 3-17-10 IS PROPERLY SHIELDED FROM THE VIEW OF ADJACENT PROPERTY 4-16-10 AND PUBLIC RIGHTS OF WAY. ® BUILDING MOUNTED UGHT FIXTURES ARE TO BE 150W (MAX) HIGH-PRESSURE SODIUM (IR PARACYL MODEL PCL -1 OR APPROVED EQUAL. MOUNTING HEIGHT IS TO BE 15 FEET. ® LIGHTING SYSTEM SHALL BE WIRED TO A TIMER SYSTEM OPERATED FROM MAIN CONTROL PANEL IN NEW BUILDING. SYSTEM SHALL BE ON A TIMER WITH OPTIONAL PHOTO -SENSOR CONTROLS. REVISI UNCAS HEALTH COMM TOWN COMM TS 3-12-10 TS 0 0 ��4 G1ST�¢! 'Z rriiivN� GN D* %pPVA L SITE DETAILS JONES LANDSCAPE, LLC 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 February 18, 2010 DRAWN BY: TJ SCALE: AS NOTED Development Solutions, L.L.C. A SHEET NO. A Technical Services Company 3 of 3 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 — Fax: (860)204-0652 DRAWING NO. _ INSPECTION COVER INSPECTION COVER INSPECTION OPENING i INLET ---0 T HOLE DATA: TEST HOLES PERFORMED 3-2-10, WITNESSED BY UNCAS HEALTH DISTRICT TH-1 TH-2 0-12" TOP SOIL 0-11" TOP SOIL 12--82" TAN FINE TO MEDIUM 11-67" TAN FINE TO MEDIUM SILT SAND W/STONES SILT SAND W/STONES SEEPAGE AT 27" SEEPAGE AT 34" WATER AT 28" WATER AT 35" NO LEDGE NO LEDGE BENCHMARK SET TOP OF MONUMENT FOUND ELEV.=229.7 (MAP REF. 2) 0 MON FND APPROXIMATt SEPTIC LOCATION 170'± ti APPROXIMATE CLEARING LIMITS --- WELL LOCATION JONES LANDSCAPE, LLC BY P. LAFAYETTE, P.E. PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 DEPTH -- OUTLET "v PRESOAK 11:00 A.M. 3" TIME " DROP (In.) 1:10 6" (SEE DETAIL; "_1,s" FILTER FABRIC MIN. 1:20 10-x Is TOPSOIL 48" 1:25 o _- 6.,V4 GAS DEFLECTOR 2/3 REQUIRED LIQUID DEPTH 1 " BROKEN T `' X" 1:40 CAPACITY 6"min STONE ry L= COMPACTED 113 REQUIRED 218 24' � _._ 18" MIN. ABOVE GROUND CAPACITY WATER (MOTTLING) LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH TYPICAL SEP11C TANK NOTE, CLEANOUT MANHOLES AND ALL BAFFLED 4' MIN, TO LEDGE INSPECTION MANHOLES SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW TYPICAL LEACHING TRENCH SECTION FINAL GRADE. APPENDIX B AePROVEQ_SEPTIC TANK OUTLET EILTERS NTS INMNAL OUTLET FILTERS MANUFACTURER ORENCO SYSTEMS FT0444-36 FT0854-36 FT1254-36 FT1554-36 THORSBY & BOWNE SANITEE ry TUF-TITS EF -4 OVER ALL STONE BEFORE BACKFILLING. MIMIMUM AVERAGE UNITED CONCRETE CO. PL122 ZABEL A100 A1800 A300 A1801 A100 -HIP A1800 -HIP A300 -HIP A1800 -HIP T HOLE DATA: TEST HOLES PERFORMED 3-2-10, WITNESSED BY UNCAS HEALTH DISTRICT TH-1 TH-2 0-12" TOP SOIL 0-11" TOP SOIL 12--82" TAN FINE TO MEDIUM 11-67" TAN FINE TO MEDIUM SILT SAND W/STONES SILT SAND W/STONES SEEPAGE AT 27" SEEPAGE AT 34" WATER AT 28" WATER AT 35" NO LEDGE NO LEDGE BENCHMARK SET TOP OF MONUMENT FOUND ELEV.=229.7 (MAP REF. 2) 0 MON FND APPROXIMATt SEPTIC LOCATION 170'± ti APPROXIMATE CLEARING LIMITS --- WELL LOCATION TH-3 0-12" TOP SOIL 12-60" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 26" WATER AT 39" NO LEDGE TH-4 0-13" TOP SOIL 13-72" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 28" WATER AT 36" NO LEDGE B U T L E T 0 W N 4079 S 30°54'04" E � 200.00' w �... .._. �Q) Ts 226 PROPOSED WELL G 10' RM nRM RM R RM ' ROOF LEADER--,,., 224 60' m 20' PROPOSED METAL BUiLDi� RAMP TRY DOOR 2'4EF�2!2 (TYP) \ 40' 4.5 BUILDING MOUNTED LIGHT __-- (SEE DETAIL) 3' CONCRETE APRON 0 ARAGE DOOR 12'W x 1O'H (TYP) 32 % \ x 222.8 ?`�S 5.0' TH 4 PRIMARY PT x 222.5 ® • • 8' C. TH 3 _____-- H2- RESERVE W 6 , w d- C7 -- LO C� o CLEARING LIMITS Z A PERFORMED 3-3-10 JONES LANDSCAPE, LLC BY P. LAFAYETTE, P.E. PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 DEPTH 25" "v PRESOAK 11:00 A.M. AS NOTED TIME DUMPSTER ENCLOSURE DROP (In.) 1:10 6" (SEE DETAIL; 1:15 FILTER FABRIC 2-h. 1:20 10-x Is TOPSOIL 48" 1:25 o _- 6.,V4 12-)4"4" 1:35 1 " BROKEN T `' X" 1:40 14-9- 6"min STONE ry COMPACTED 4 PERF. PVC PIPE 218 24' � _._ 18" MIN. ABOVE GROUND WATER (MOTTLING) 4' MIN, TO LEDGE TYPICAL LEACHING TRENCH SECTION NTS A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED ry OVER ALL STONE BEFORE BACKFILLING. MIMIMUM AVERAGE ROLL VALISES FOR FABRIC SHALL BE 1.5 OZ PER SQUARE YARD (PER ASTM D-377$), A PERMITTIVITY OF 1.0 SEC (PER ASTM 0-4491) AND A TRAPEZ040 TEAR OF 15 LBS ` (PER ASTM 0-4533) ti I LEGEND PROPERTY LINE i ---- - -" ----- - - �--- STREET UNE { BUILDING LINE - EXISTING CONTOUR i STONEWALL. -- PROPOSED CONTOUR _6WF1 r WF2 LIMIT OF WETLANDS AS FLAGGED BY MICHAEL SCHAEFER SOIL SCIENTIST UGU UNDERGROUND UTILITIES PROPOSED CLEARINGAIMIT OF DISTURBANCE -Q- UTILITY POLE ■ MON FND MONUMENT FOUND • IP / DH FND IRON PIN OR DRILL HOLE FOUND 76 - APPROX. TEST PIT LOCATION -�- APPROX. PERC. TEST LOCATION x 110.0 PROPOSED SPOT GRADE ---ow GRADE TO DRAIN FD FOOTING DRAIN TS TOPSOIL STOCKPILE RM RED MAPLE (6 ft. high) TH-3 0-12" TOP SOIL 12-60" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 26" WATER AT 39" NO LEDGE TH-4 0-13" TOP SOIL 13-72" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 28" WATER AT 36" NO LEDGE B U T L E T 0 W N 4079 S 30°54'04" E � 200.00' w �... .._. �Q) Ts 226 PROPOSED WELL G 10' RM nRM RM R RM ' ROOF LEADER--,,., 224 60' m 20' PROPOSED METAL BUiLDi� RAMP TRY DOOR 2'4EF�2!2 (TYP) \ 40' 4.5 BUILDING MOUNTED LIGHT __-- (SEE DETAIL) 3' CONCRETE APRON 0 ARAGE DOOR 12'W x 1O'H (TYP) 32 % \ x 222.8 ?`�S 5.0' TH 4 PRIMARY PT x 222.5 ® • • 8' C. TH 3 _____-- H2- RESERVE W 6 , w d- C7 -- LO C� o CLEARING LIMITS Z A PERFORMED 3-3-10 JONES LANDSCAPE, LLC BY P. LAFAYETTE, P.E. PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 DEPTH 25" SCALE: PRESOAK 11:00 A.M. AS NOTED TIME MEASURE (in.) DROP (In.) 1:10 6" _ 1:15 8_jr3" 2-h. 1:20 10-x Is 2" 1:25 12" 1:30 12-)4"4" 1:35 13-h1$ X" 1:40 14-9- X" PERC RATE: 6.7 MINS/INCH p CONCRETE AREA INGGRAVEL 211 8'x20' STORAGE �`ti 4' CONTAINER i-� c} a� x 215 QVC �• CO x 215 OUTLET CONTROL STRUCTURE (SEE DETAIL) 2�s 20 L.F. 6" HDPE 2rs ROOF LEADERS AND FOOTING DRAIN (TIGHT PIPE W/RUBBER f%_A4ZVr=n 1n1K1"rc cnc SILT RIP -RAP (6'x8') 17\ r-- y� 8' WIDE RIP -RAP EDGE OF EMERGENCY SPILLWAY WETLANDS ELEV. 217.5 RIP -RAP SPLASH PAD 8'Lx10'W FEU INV=214.3 `Z- -- 00 f VACANT LOT _1� 10' SLOPING RIGHTS IP FND RM) i 't6 P SIGN & BAR Q IOU Im T- 0 M HELCO . a 10577 IP FND -�- BENT TOP 31GN <\I CONSTRUCTION ENTRANCE (SEE DETAIL) PAVED (BIT. CONC.) COMMON DRIVEWAY PER DECLARATION (VOL. 336. PAGE 782) N CONCRETE APRON Ov VACANT LOT NOTES; 1. EXISTING STORAGE TENTS TO BE REMOVED. 2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE. 3. PRIOR TO THE COMMENCEMENT OF ANY CLEARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUCTION FENCING. 4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. 5. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND EQUIPMENT, I.E., TOOLS, FERTILIZER, LAWN MOWERS, WEED WACKERS, TRIMMERS, ETC. SEPTIC SYSTEM SIZIbIG:, A. INDUSTRIAL BUILDING, 0.1 GPD/SF = 2400 x 0.1 = 240 GPO. B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED (H-20 LOADING). C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = 34, GRADIENT BETWEEN 10.1 - 15.OX RESTRICTION BETWEEN 22.1 TO 26" (26") FF = 0.8. 240 GPD/300 PF = 1.2. PERC RATE 5.1 - 10.0 MIN/INCH (6.7) MLSS = HF x FF x PF - 34 x 0.8 x 1.2 = 32.6' (55' PROVIDED) E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1.5 GPD PER SF = 160 S.F. F. 12" HIGH x 48" WIDE STONE TRENCHES SELECTED FOR PRIMARY LEACHING SYSTEM DESIGN. (SCHEDULE 40 PIPE REQUIRED) EFFECTIVE LEACHING AREA PROVIDED PER LF. PER CODE: 3.0 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 160 S.F./3.0 S.F.A.F,=53.3' (55' provided). G. EFFECTIVE LEACHING AREA PROVIDED: 1 - 55' LONG 12" x 48" TRENCH, 1 x 55' x 3.0 S.F. = 165 S.F. H. 1007E RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. SANITARY ELEVATION DATA; (D SANITARY INVERT AT FOUNDATION: 221.5 2� 32' - 4" DIA. SCHEDULE 40 ASTM 01785 OR EQUIVALENT PIPE (MIN. SLOPE -Y4" PER FT.) 1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H-20 LOADING) INVERT IN: 220.25 INVERT OUT: 220.00 ® 5' - 4" DIA. SDR 35 PVC PIPE Q "D" BOX INVERT IN: 219.15 INVERT OUT: 218.90 © 2' - 4" DIA. SDR 35 PVC PIPE 77 48" WIDE x 12" HIGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED) TOP TRENCH ELEV: 219.4 TRENCH INV.: 218.9 BOTTOM TRENCH ELEV: 218.4 EX. GRADE (MAX): 219.1 RESTRICTIVE LAYER (26"): 216.9 COMMON DRIVEWAY EASEMENT (VOL. 3316, PAGE 782) S TOP ti e I i STOP SIGN NOT TO SCALE HANDICAPPED PARKING VOLAWN SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS (1 TOP, 1 BOTTOM) NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS 0 TOP. 1 BOTTOM) 5'-0" TO GRADE HANDICAPPED PARKING SIGN NOT TO SCALE I fi DATE REVISI N 3-17-10 UNCAS HEALTH COM TS 3-12-10 4-16-10 TM COM TS co/v 4 ww"."NNG A L i .r4 LOCATION MAP, GENERAL NOTES & A-2 SURVEY JONES LANDSCAPE, LLC 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 DATE: February 18, 2010 DRAWN BY: Tj SCALE: AS NOTED h SHEET NO. A Technical Services Company OUTSIDE MATERIAL 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 - Fax: (860)204-0652 \ STORAGE BINS (2} 24' ROOF LEADER tiN 22 ry COMPACTED 218 24' � p CONCRETE AREA INGGRAVEL 211 8'x20' STORAGE �`ti 4' CONTAINER i-� c} a� x 215 QVC �• CO x 215 OUTLET CONTROL STRUCTURE (SEE DETAIL) 2�s 20 L.F. 6" HDPE 2rs ROOF LEADERS AND FOOTING DRAIN (TIGHT PIPE W/RUBBER f%_A4ZVr=n 1n1K1"rc cnc SILT RIP -RAP (6'x8') 17\ r-- y� 8' WIDE RIP -RAP EDGE OF EMERGENCY SPILLWAY WETLANDS ELEV. 217.5 RIP -RAP SPLASH PAD 8'Lx10'W FEU INV=214.3 `Z- -- 00 f VACANT LOT _1� 10' SLOPING RIGHTS IP FND RM) i 't6 P SIGN & BAR Q IOU Im T- 0 M HELCO . a 10577 IP FND -�- BENT TOP 31GN <\I CONSTRUCTION ENTRANCE (SEE DETAIL) PAVED (BIT. CONC.) COMMON DRIVEWAY PER DECLARATION (VOL. 336. PAGE 782) N CONCRETE APRON Ov VACANT LOT NOTES; 1. EXISTING STORAGE TENTS TO BE REMOVED. 2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE. 3. PRIOR TO THE COMMENCEMENT OF ANY CLEARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUCTION FENCING. 4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. 5. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND EQUIPMENT, I.E., TOOLS, FERTILIZER, LAWN MOWERS, WEED WACKERS, TRIMMERS, ETC. SEPTIC SYSTEM SIZIbIG:, A. INDUSTRIAL BUILDING, 0.1 GPD/SF = 2400 x 0.1 = 240 GPO. B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED (H-20 LOADING). C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = 34, GRADIENT BETWEEN 10.1 - 15.OX RESTRICTION BETWEEN 22.1 TO 26" (26") FF = 0.8. 240 GPD/300 PF = 1.2. PERC RATE 5.1 - 10.0 MIN/INCH (6.7) MLSS = HF x FF x PF - 34 x 0.8 x 1.2 = 32.6' (55' PROVIDED) E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1.5 GPD PER SF = 160 S.F. F. 12" HIGH x 48" WIDE STONE TRENCHES SELECTED FOR PRIMARY LEACHING SYSTEM DESIGN. (SCHEDULE 40 PIPE REQUIRED) EFFECTIVE LEACHING AREA PROVIDED PER LF. PER CODE: 3.0 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 160 S.F./3.0 S.F.A.F,=53.3' (55' provided). G. EFFECTIVE LEACHING AREA PROVIDED: 1 - 55' LONG 12" x 48" TRENCH, 1 x 55' x 3.0 S.F. = 165 S.F. H. 1007E RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. SANITARY ELEVATION DATA; (D SANITARY INVERT AT FOUNDATION: 221.5 2� 32' - 4" DIA. SCHEDULE 40 ASTM 01785 OR EQUIVALENT PIPE (MIN. SLOPE -Y4" PER FT.) 1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H-20 LOADING) INVERT IN: 220.25 INVERT OUT: 220.00 ® 5' - 4" DIA. SDR 35 PVC PIPE Q "D" BOX INVERT IN: 219.15 INVERT OUT: 218.90 © 2' - 4" DIA. SDR 35 PVC PIPE 77 48" WIDE x 12" HIGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED) TOP TRENCH ELEV: 219.4 TRENCH INV.: 218.9 BOTTOM TRENCH ELEV: 218.4 EX. GRADE (MAX): 219.1 RESTRICTIVE LAYER (26"): 216.9 COMMON DRIVEWAY EASEMENT (VOL. 3316, PAGE 782) S TOP ti e I i STOP SIGN NOT TO SCALE HANDICAPPED PARKING VOLAWN SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS (1 TOP, 1 BOTTOM) NOTE: SIGN TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS 0 TOP. 1 BOTTOM) 5'-0" TO GRADE HANDICAPPED PARKING SIGN NOT TO SCALE I fi DATE REVISI N 3-17-10 UNCAS HEALTH COM TS 3-12-10 4-16-10 TM COM TS co/v 4 ww"."NNG A L i .r4 LOCATION MAP, GENERAL NOTES & A-2 SURVEY JONES LANDSCAPE, LLC 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT PREPARED FOR DAN JONES 512 SQUAW ROCK ROAD MOOSUP, CT 06354 DATE: February 18, 2010 DRAWN BY: Tj SCALE: AS NOTED Development Solutions, L.L.C. SHEET NO. A Technical Services Company 2 of 3 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 - Fax: (860)204-0652 DRAWING NO. _