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HomeMy WebLinkAboutSite Plan2x2 5/8 16 GA. 4" PVC ELBOW WIRE MESH ^ 1_1/2" 1-1/4" nr A _ v -I , cp o rr� `s I co a a 2 ri 2" STANDARD D --BOX WITH ELBOW NOT -to SCALE 10'-6" KNOCKOUT INLET AND OU I I_ET OPENINGS _o I N liJ d ( N cn + Lo z 00 cn m ry CAST CONCRETE COVERS-/ 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 12" OF FINISHED GRADE GA, WIRE MESH WIRE MESH . GA AT INLET AND OUTLET 24 PROVIDE OUTLET FILTER POLYLOK PL -122 INLET s 3 VENT --- OUTLET " LIQUID LEVI Lir- v Q f CONTINUOUS HOT p 4" OUTLET ASPHALF SEAL BAFFL v 4" SCHI D. #40 INLET [iAFFLE e � e DEF° CTOR a o CROSS SECTION 1250 15000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE 4" TOPSOIL SUITABLE FILL FILTER FABRIC--- 002" 4" PERFORATED o !� PIPE � � N � o APPROVED AGGREGATE 4' TRENCH CROSS SECTION NOT TO SCALE I. P. (FOUND) N/F TOWN OF MONTVILLE OPEN SPACE QUALITY CONTROL -CERTIFICATION GROUP RE E o0ED DATE PROJECT MANAGER SURVEY" SELF CLEANING POST ENVIRONMENTAL COMPACTED BACKFILL `���\�\���`� ` ``' /\ (V d CIVIL BENCHMARK ROD 2 s� STRUCTURAL CL&P ELEVATION = 200.0 ARCHITECTURAL PLACE PIPE IN 11957 FXLE 34907 6" FINISHED GRADE / TOPSOIL �0 ��\\� w XXN GRANULAR BACK FILL /�/��� o \\///\ 3'-0" MINIMUM �\ c ELECTRICAL \\ ::'. ::._'.::..FINE SAND'------------.. .. TELEPHONE AND CABLE 12" 12" x TELEVISION IN MIN SERVICE .BURIED CABLE TRENCH CROSS SECTION NOT TO SCALE EROSION AND SEDIMENT CONTROL PLAN 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. \ 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. \ / 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR \ \ SILT FENCE. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE Z INSPECTION CAN OCCUR. \ \6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE \ w OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF / s a NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. \ \ Of >: W O } TEMPORARY VEGETATIVE COVER ,PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: o PER 1000 S.F. APRIL 1 - JUNE 15 \ L,. STRAW/HAY 70-90 lbs. FREE FROM WEEDS AUGUST 1 - SEPTEMBER 15 \ AND COARSE MATTER SEED MIXTURE: \ WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE PROVIDE UNDERGROUND AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS \ UTILITIES 12lbs NITROGEN / TON 10% PERENNIAL RYE \ \ N4741'57"W 26.44' r \ ( MONUMENT \ (NOT FOUND) HOUSE #14 N/F i CINDY LAVI GNE VOL 4331PG 480 PROPOSED UMITS OF CLEARING ` —214 � i 50 \ _ \P- 3r FOOTING DRA s� OUTLET = 2( � PROVIDE 1250 GAL 15' 2-COMPARTMENT TANK / "'7 J l / EXISTING DRIVEWAY DELTA = 37*50'27" 50' \ ARC LENGTH = 99.07 / J RADIUS = 150.00 4p / CHORD = N28'46'43W 97,28 /TH J RE FILTER FABRIC I ANGLE 10' UP SLOPE 1 FOR STABILITY AND 1,) REMO'fE AND STOCKPILE TOPSOIL. SELF CLEANING POST DISTRICT COMPACTED BACKFILL `���\�\���`� ` ``' /\ (V d ,lLT FENCE NOT TO SCALE Trl Lrvfr- 2 AREA / 1 m 1,) REMO'fE AND STOCKPILE TOPSOIL. PER DAVID COUGHLIN R.S. UNCAS HEALTH DISTRICT i TH BENCHMARK ROD 2 OBSERVED ON 6 DECEMBER 2004 CL&P ELEVATION = 200.0 MONUMENT (FOUND) PLACE PIPE IN 11957 TRENCH, -SND FILL TO 2" OVER TOP OF PIPE. Z a 0-8"TOPSOIL 0 PROMDF 19 LF tPVC4 THE ENTIRE LENGTH 8-27" BROWN SANDY LOAM w ©R 3AS PIPE 3034, TH'* / 1 IN NO LEDGE OR WATER 0 / �0 w MOTTLING AT 46" STANDARDS. FF FIRST FLOORLO / PROVIDE A CONTINUOUS TESTHOLE #2 UNE OF SILT FENCE 3.) PROP -SED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND MAINTAIN THROUGHOUT G CONSTRUCTION 0-6" TOP`,,OIL ELEVATION i 4.) LOT �-�lA = 0.79± ACRES. o PROVIDE 26 LF OF 6-19 BROWN SANDY LOAM SCHEDULE 40 ASTM D 1785 PIPE 19-85" GREY FINE SAND of CLERK VOLUME 142, 1 U) PAGE 435, LEDGE AT 85" S PROVIDE 401: LF OF 0 MOTTLING /\T 47" STONE\ RETAINING WALL SEE DETAIL TESTHOLE L3 EXISTING CONTOURS _71) l �- o z d� z 0-5" TOPSOIL � `'- 1 210- EXISTING DRIVEWAY 5-27" BROWN SANDY LOAM 4 ` w � = 27-84" GREY FINE SAND W HOUSE LEDGE AT 84" d d F #10 V tL. MOTTLING AT 33" :CCLESTON I PG 483 TESTHOLE 144 i 0--7" TOPSOIL DATE; 01/03/2005 1 BUILDING SETBACK LINE 7-30" BROWN SANDY LOAM 30-65" GREY FINE SAND EX1STtiNG GRADE V ! 0 LEDGE AT 55" ° PROPOSED SILT FENCE U MOTTLING AT 40" � f(/=` -J, - FILTER FABRIC 20 7. 5 INVERT ELEVATION / TO FITCH HILL ROAD VARIES _A SHEET DRIVE 12' ROCK o v o 0 o v ^vim CHIPS G� 2 TO 4 TON BOULDERS FILL VOIDS WITH SMALLER ROCKS STONE RETAINING WALL 20 10 0 20 NOT TO SCALE GRAPHIC SCALE IN FEET Cove T 0 4' � z W 0 CL o b P4 8 ro 9 9 8 ROAp ROPE ��i desJ Z ARDINg RiCy I� sm BROWN DR. z 1 CD ° -BROWN 2A LOCATION MAP SCALE 1 —1000 TESTHOLE 'DATA a m 1,) REMO'fE AND STOCKPILE TOPSOIL. PER DAVID COUGHLIN R.S. UNCAS HEALTH DISTRICT 2.) PLACE SELECT FILL IN 6" LIFTS. OBSERVED ON 6 DECEMBER 2004 Z 4.) FILL-ENCHES WITH STONE AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TESTHOLE TRENCH, -SND FILL TO 2" OVER TOP OF PIPE. Z a 0-8"TOPSOIL 0 6.) PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH 8-27" BROWN SANDY LOAM w OF THE S'fSTEM AND BACKFILL WITH NATIVE MATERIAL. 27-72" GREY FINE SAND IN NO LEDGE OR WATER 0 w MOTTLING AT 46" STANDARDS. FF FIRST FLOORLO 2.) BASE -'OR LEVELS: ASSUMED. TESTHOLE #2 W 3.) PROP -SED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND Q 0-6" TOP`,,OIL ELEVATION 4.) LOT �-�lA = 0.79± ACRES. 6-19 BROWN SANDY LOAM 5.) THE P OPERTY IS LOCATED IN ZONE R-40, 19-85" GREY FINE SAND 6.) REFEF.NCE IS MADE TO A DEED ON FILE WITH THE MONTVILLE TOWN CLERK VOLUME 142, � U) PAGE 435, LEDGE AT 85" S SC,UARE FEET 0 MOTTLING /\T 47" TESTHOLE L3 EXISTING CONTOURS _71) w o z d� z 0-5" TOPSOIL d w `'- 210- PROPOSED CONTOURS 5-27" BROWN SANDY LOAM cc_p w � = 27-84" GREY FINE SAND W a- LEDGE AT 84" d d V V tL. MOTTLING AT 33" STONE RETAINING WALL TESTHOLE 144 0--7" TOPSOIL DATE; 01/03/2005 BUILDING SETBACK LINE 7-30" BROWN SANDY LOAM 30-65" GREY FINE SAND V ! 0 LEDGE AT 55" ° PROPOSED SILT FENCE U MOTTLING AT 40" � f(/=` -J, (y�J 20 7. 5 INVERT ELEVATION SHEET L'- C3 Z PERCOLAIDIS RATE 1 Z 0- UJ J Z - 0 PER DAVID COUGHLIN R.S. UNCAS HEALTH DISTRICT LLJ Cy Ly OBSERVE'] ON 6 DECEMBER 2004 H < CEJ PERCOLATION RATE: 4 MIN/INCH cn W LL! ,_..I C� (14 -J MAP REFERENCE r-- � Z CLUSTER DEVELOPMENT LATHROP ESTATES SUBDIVISION PLAN FOR FRANK LATHROP ET AL. 0 FITCH HILL, ROAD MONTVILLE, CONN. SCALE 1"=100' DATED, AUGUST 1978. PREPARED BY BERNARD =. STONE & ASSOC. INC. PLAINFIELD, CONN. UESIGN 1)�► PERCOL47ON RATE = 4 MINUTES/INCH 4 BEDR00M RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 3) - 75' TRENCHES (48" WIDE) EFFECTIVE LEACHING AREA = 675 SF PROVIDE u. 1250 GALLON 2 -COMPARTMENT TANK M.L.S.S. PEQUIRED = 26(HF) x 2.0(FF) x 1.O(PF) = 52' M.L.S.S. PROVIDED = 75' PREPARE ;REA OF PROPOSED SYSTEM AS FOLLOWS a m 1,) REMO'fE AND STOCKPILE TOPSOIL. 2.) PLACE SELECT FILL IN 6" LIFTS. 3.) EXCA'.'ATE 4' WIDE TRENCHES AND PREPARE SURFACE. Z 4.) FILL-ENCHES WITH STONE AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, -SND FILL TO 2" OVER TOP OF PIPE. Z a 5.) CAP -NDS OF PIPES. 0 6.) PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH -- w OF THE S'fSTEM AND BACKFILL WITH NATIVE MATERIAL. 7.) REPLA"E TOPSOIL, SEED & MULCH. IN > 0 w 1.) TOPO'IIAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. FF FIRST FLOORLO 2.) BASE -'OR LEVELS: ASSUMED. W 3.) PROP -SED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND Q SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. ELEVATION 4.) LOT �-�lA = 0.79± ACRES. 5.) THE P OPERTY IS LOCATED IN ZONE R-40, z 6.) REFEF.NCE IS MADE TO A DEED ON FILE WITH THE MONTVILLE TOWN CLERK VOLUME 142, � U) PAGE 435, I S a IF,E Q 0 0 0 FF FIRST FLOORLO E LL ,' ELEVATION oN m Q I � U) � I S SC,UARE FEET 0 — —2�2-- — EXISTING CONTOURS _71) w o z d� z d w `'- 210- PROPOSED CONTOURS cc_p w � = o W a- CO d d V V tL. STONE RETAINING WALL DATE; 01/03/2005 BUILDING SETBACK LINE SCALE: " = 1 20' ° PROPOSED SILT FENCE PROPOSED LIMITS OF CLEARING 20 7. 5 INVERT ELEVATION SHEET TEST HOLE 1 of 1 ELECTRIC BOX