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I 4" DIAMETER CONCRETE FILLED F , r R'AP HIC S GALE
STEEL PIPE. APPLY TWO COATS
OF PAINT MEETING CONNDOT ao 0 20 40 80 160
II6 -0 SPECIFICATION M.07.01. f
r ANGLE 10' UPSLOPE `
ti' ' FOR STABILITY AND , '
SLOPE 1 POST SELF CLEANING. 11 6 rp
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2.1 ( IN FEET) ' qp .
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FILTER FABRIC 1 inch = 40 ft.
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IMNLS[ /1i® I • 4" CONCRETE - 4'-0" YAN PROVIDE PITCH, SMOOTH C
6\ " GRAVEL BASE CONCRETE FINISH. COMPACTED ,
11 -FLOW
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BACKFILL 7r,s
FINISHED GRADES
100'
2 -0 4 -0 _
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L2 -0
411, I ad
Ar A - - - T 12" MIN. - r - pASECTION _ .,
DEPTH
PLAN - - > - - -
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I 12" DIAMETER CONCRETE '. v1 ::;;;; _ ., :
I I FOUNDATION 1. SET POSTS AND EXCAVATE 2 :ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH ,, .gyp i
11A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE ° `ti
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i I . I ) /SET POST DOWNSLOPE. 'TRENCH BOTTOM. EXCAVATED SOIL. 'Iq
2'-0" 4'-0" 2'-0" LEGEND °
PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER f ` ko
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I0'-6" 3" NOT TO SCALEI 1.
EXISTING PROPOSED
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ELEVATION / ,,a `'
k:, j EASEMENT LINE
FLARED RAMP DETAI L BOLLARD DETAIL ' ` -- BUILDING SETBACK LINE +
NOT TO SCALE .,
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NOT TO SCALE -• 0-- s ` 5 SANITARY SEWER, MANHOLE . 4 11.
i - Yi I-- D STORM SEWER, CATCH BASIN `
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It,NOTES: } Rn SOIL TYPES
1. PROVIDE EXPANSION JOINTS AT 20' SPACINGC .Qq2. PROVIDE 1 /4" TOOLED JOINTS AT 5' SPACING . FD---- FOOTING DRAIN
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TREE LINE
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4,. TOOLED JOINT N/F STONE WALL
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HARTEN'S POND LLC 175 r :ia ,, , -%: INLAND WETLANDS / FLAG NUMBER
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3 . PAVEMENT
i - = G INLAND WETLANDS BUFFER
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253. ' 44 90 - - - 90 CONTOUR g
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6 COMPACTED
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430 '- - 432 - . IRON PIPE/PIN m =
AGGREGATE BASE ;,7I ., - _... o11
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6 J7- ---. SOIL TYPES' ¢
2-#4 BARS, CONTINUOUS 4,3 •, 7_ S. 4 1821 - Rn RIDGEBURY, LEICE TER AND WHITMAN EXTREMELY STONY FINE SANDY LOAMS. s
Wx - WOODBRIDGE FINE SANDY LOAMS. o ¢
Rh , J 80 w
24 x 24 FUTURE 4 t. _ - I _ 36 .: 1 1 _ !
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TAIL
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SHED OR POOL AREA r. - _
v 179 -_____z . _. -_. 176 ! YCONCRETESIDEWALK c C URB DE 1_.- =--
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aIt! s _ % ` NOT TO SCALE GENERAL NOT438 .__.,. 1- i _, - -
q ``- J ` 1. THIS SURVEY AND ,MAP `WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STAT o
a ,. 75 E AGENCIES ¢ w1.85, AMC RES mM- SECTIONS 20 300b 1 TROUGH 20 300b 20 AND THE STANDARDS FOR SURVEYS AND . , ..._ I ,., . ... __ _ A MAPS IN THE STATE OFAu_y,- -... _ _ U
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i -: . 1 :.. - - . CONNECTICUT AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORSINC. -' IN ON SEPTEMBER 26, 1996.11
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u. ,: t m I- r.:. ...,..,.::. _. r •'`" m _ _ ,: .._ . ! IT i A DATA CCU ULSAMAT10N PLAN C NF N . _.. _ 4r44 r, 0 S P SOPNINREENTEDII HEREON THIS P ANL WAS C0MPILED-FROM 0 H P _i. . _ TER MAS RECORD RESEARCH AND 0 ER48IGHCHAIN , OR TH
hk : -: -.. ^ -. .. . . . ...... .. . .- .. . nSO __ URCES OF `INFORMATl N. 1 _ IS NOT _ B ___ __ _ , ._ _, _ _ , T TO E ,CONSTRU D A5 I B _ cn _ 2 E HAV NG EE OBTA NED AS THE RESUL OF A. FIELD _ t - - - 44 N l T
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LI K FENCE _ z_ . -. - --- _CONSTRUED _ _ ., .. _ _ , a _ _ , N ._. _ .
11 S SURVEY, AND IS SUBJE T TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THIS MAP IS INTENDED II -I-' `a, _
4 _ ,I.: .w .X54 TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON
M...,. I ' CLASS T -D. I LOT 85 I - - _ !
172 CONFORMS TO TOPOGRA _HIC ACCURACY
2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON. IS BASED ON CLASS A-2 SUBDIVISION PLANS
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f ENTITLED: "PINE RIDGE ESQ"AYES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & a OPEN SPACEJ144' ` - ,M `' . "' x•• „I .* ,` SMILAS ENGINEERING, INIIIC., DATED JANUARY 20, 2000 AND REVISED JUNE 20, 2000. O 0
EROSION CONTROL NOTES CONSTRUCTION SEQUENCE.
1111:
rn-, ; 171 3. THIS PARCEL IS `;ZONED R-120. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION. SETBACKS ARE GENERALLY: W ' 11
1.
45 - CLEANO.UT._ - BUFF 'Npuil' : FRONT 45'; SIDE 18.75'; I'REAR 45'. 'ui
1. DISTURBANCE OF SOIL SURFACE IS REGULATED BY STATE LAW. ALL WORK 1. SECO'E ALL NECESSARY PERMITS. NOTIFY CALL -BEFORE -YOU -DIG AT LEAST 45 . -- - ,, ° !, 44 o W 9In4
SHALL COMPLY WITH AN APPROVED EROSION AND SEDIMENT CONTROL PLAN TO THR E BUSINESS DAYS PRIOR TO ANY EXCAVATION. 1-800-922-4455. 20 SANITARY SEWER GATE
t 11, . 4. THE TOTAL AREA OF AFFtEGTED REGULATED :AREA IS 4,350 Sq. Ft. .
I ti.PREVENT OR MINIMIZE SOIL EROSION. EASEMENT 1 -
454 I ,, ;;. w
11 I2. CLEAR AS NECESSARY TO INSTALL SEDIMENT BARRIER (AS SHOWN) DOWN GRADE , .0 - w x 446 - p : - w 2 -' - w _
NG„ -. 5. DAYCARE CENTER; 5 STF FF MEMBERS; 8 CHIDREN, UNDER AGE OF 3 YEARS; 29 CHIDREN, OVER THE AGE OF 3 YEARS. w =
2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS THE OF LIMITS OF CONSTRUCTION DISTURBANCE AS SHOWN. -P, , , GATE +1 TiW00
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5's RESPONSIBILITY OF THE SITE CONTRACTOR. TOWN OFFICIALS MAY CONTACT MR. : 1j 4S N R' 0SED 45 5'
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1. PRQPOSEDt
158 ( o 0B ,.
cr? OP 8. 170 448.. _. U-
JOE SUMMERS AT 848-3425 TO REPORT ANY FAULTY CONDITIONS. 3. CLEAT AND GRUB ALL EXISTING VEGETATION WITHIN 'THE PROPOSED CONSTRUCTION 4 0 _ - " v' P- ^.• -_
oN.. GRACE) CONCRET AL ' 159 ! W m M
LIMITS. REMOVE ALL STUMPS AND BRUSH FROM THE SITE.
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w3. THE CONTRACTOR SHALL CONFORM TO "CONNECTICUT GUIDELINES FOR SOIL I` ` 1 , 0" Ir .
EROSION AND SEDIMENT CONTROL" AS AMENDED AS A GUIDE IN CONSTRUCTION OF 4. STRI TOPSOIL ON THE SITE. STOCKPILE TOPSOIL- ON SITE 'IN AN APPROVED , ,' `" 0AMENDED, i I; 1
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111%E THE EROSION AND SEDIMENT CONTROL INDICATED ON THESE PLANS. AREA. INSTALL SEDIMENT FENCE DOWN GRADIENT OF STOCKPILE. BEGIN ROUGH RIP-- AP 452
GRA ING OF SITE. 46 45 Ir: PROPERTY OWNER: HARTEN'S POND, LLC. o X cW, =.169 i , TURBANCE TO .: -, It4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMI T DIS '
THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 5. EXC VATE FOR AND INSTALL FOUNDATION. INSTALL UNDERGROUND UTILITIES. 160 t_ - - 454 - P.O. BOX 3063
MILFORD, CONNECTICUT 06460iii !
11 '. --I ,t (203) 874-5992 O ,_
Li L5. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, 6. COMq ETE ROUGH GRADING OF SITE AND CONSTRUCT BINDER COURSE_OF , $ _N
REPAIR, OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER PAVRMENT AND CURBING. 4 T`y. 'o, o.li4S6I , APPLICANT: JOE SUMMERS N
OPERATION. ^ 460 ` ..- ,1,68 3 ; 37 PARTRIDGE HOLLOW W Z_ . 7. COMgLETE FINAL GRADING OF SITE PRIOR TO FRAMING OF' THE STRUCTURE. , 46 BIT. DRIVE N , x OAKDALE, CONNECTICUT Ofi370 ? z 2
11 6. THE CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL SEE :IN ALL UNPAVED AREAS AND SPREAD STRAW OR HAY. 1. cn . ,' oo .% 161 _ o , (860) 848-3425. ``' DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM11I
8. REM VE SOIL EROSION AND SEDIMENT `CONTROL MEASURES ONLY AFTER SITE IS '
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7. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES ARE TO BE STA ILIZED. `
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SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS AS GENERAL BIT. CURB11
APE AREAS. o ® 2S. cl%. 167' i. 11 FILL WITHIN THE LAWN AND LANDSC • j ° - • . '
J •` , , I 153 1i .
8. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, SIDEWALKS, PAVEMENT, I ! ,,
CRUSHED STONE, OR TRAFFIC BOUND GRAVEL SURFACE SHALL BE PLANTED WITH PARKING SUMMARY (FOR 2 CLASSROOM BUILDING)
V) 1 °
D `64 -I.--.. '162 !
GRASS ON 4" THICKNESS TOPSOIL. I° t . : . "-,
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9. SEEDING: BETWEEN APRIL 1 TO JUNE 30 AND AUGUST 1 TO SEPTEMBER 30.
ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE
STABILIZATION OF SLOPES. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE
P RKING SPACE REQUIRED 6
PARKING SPACES PROVIDED 12
166 w k'
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FOLLOWING . SEEDING AND SLOPE STABILIZATION DIRECTIVES: ' « , 152 ! - ,
5;-
A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 110 LBS.
16 . R
PER 100 SF AND 10-10-10 FERTILIZER AT A RATE OF 15 LBS PER 1000 SF. "` c n ,468 (
It. 11'
1 C B. APPLY THE FOLLOWING SEED MIXTURE PER 100 SF: KENTUCKY BLUE GRASS AT L=26 1
AT 2 LBS. L=150.00',.,.. _ LRYEGRASS -1 149 4' j W
2 LBS, CREEPING RED FESCUE AT 1 LB, PERENNIAL 0,00 , o
C. IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES, SEED
11 4) _, _.. _...
L =321 .25
WITH ANNUAL RYEGRASS AT A RATE OF 1 LB/1000 SF AS A TEMPORARY MEASURE 1 4 ,_ - -
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S - .•, h ......•-'...ri ,,.ri J /Ri,.x e, '1E i + , :64 , LATER RESEEDING REQUIRED) OR SEED AS SPECIFIED AND PROVIDE MULCHING
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AND/OR PERIODIC WATERING FOR SUMMER MONTHS. , .
150 ,_ _ 466
15'54'29" - _
y R = :635.00' i" S S 02'15'18" I10. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW j
OR HAY AT A RATE OF 1 TON/ACRE. SPREAD MULCH BY HAND OR MULCH BLOWER. T 88.72', OLD COLCHESTER READ s . R ^ 11465.00' ;,, C.)pnoth
L - 176.31 p T = 225.65 ' IIf. L = 451.25'1
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MAY 23, 2002
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