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HomeMy WebLinkAboutSite Planr - - - - - - - - - 11M, v . t s: - - .. I I a i.. r: .. , r. . -. I o r A 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 I 1. 2.1 ( IN FEET) ' qp . I . . ..... 1E % e FILTER FABRIC 1 inch = 40 ft. C 00IISEAT[ ?OdYt - , , f ' i MR[GINItLD V6RAlOR9 ® IMNLS[ /1i® I • 4" CONCRETE - 4'-0" YAN PROVIDE PITCH, SMOOTH C 6\ " GRAVEL BASE CONCRETE FINISH. COMPACTED , 11 -FLOW 4 BACKFILL 7r,s FINISHED GRADES 100' 2 -0 4 -0 _ 1- L2 -0 411, I ad Ar A - - - T 12" MIN. - r - pASECTION _ ., DEPTH PLAN - - > - - - 1 1 - v 0'o r^ Q4 44 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 4 -0 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 L -J I . - I I I ', , 0 I I t w' It 1 I0'-6" 3" NOT TO SCALEI 1. EXISTING PROPOSED 11 11I' I ' .,,, .: . _ o PROPERTY STREET LINE I ELEVATION / ,,a `' k:, j EASEMENT LINE FLARED RAMP DETAI L BOLLARD DETAIL ' ` -- BUILDING SETBACK LINE + NOT TO SCALE ., E NOT TO SCALE -• 0-- s ` 5 SANITARY SEWER, MANHOLE . 4 11. i - Yi I-- D STORM SEWER, CATCH BASIN ` t 11 I It,NOTES: } Rn SOIL TYPES 1. PROVIDE EXPANSION JOINTS AT 20' SPACINGC .Qq2. PROVIDE 1 /4" TOOLED JOINTS AT 5' SPACING . FD---- FOOTING DRAIN sr , t I . I TREE LINE 11% I1 / 4,. TOOLED JOINT N/F STONE WALL I 4'-6„ 6, HARTEN'S POND LLC 175 r :ia ,, , -%: INLAND WETLANDS / FLAG NUMBER tt I ,, I . f i ij I MARSH11 I 3 . PAVEMENT i - = G INLAND WETLANDS BUFFER S41'41'58"E I a, n i 11 - ®------- 253. ' 44 90 - - - 90 CONTOUR g 1 - / r t -- i I ////// I - Z// , IL - I I i , ,1 7/ 1.1 ", : i. . " ' SF SILT FENCE ' 6"x6" 10 W.W.F. ..:'• ' 1 I 183IiL k 0 WELL w oN 6 COMPACTED I 11w 432. 430 '- - 432 - . IRON PIPE/PIN m = AGGREGATE BASE ;,7I ., - _... o11 r ! ' Z 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 _ ! U TAIL o w SHED OR POOL AREA r. - _ v 179 -_____z . _. -_. 176 ! YCONCRETESIDEWALK c C URB DE 1_.- =-- L I > : k - - 0c _ 1.7 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 I z i -: . 1 :.. - - . CONNECTICUT AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORSINC. -' IN ON SEPTEMBER 26, 1996.11 r, A . ! ¢ 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 1, I 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 1: I 11 X 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 w- 5's RESPONSIBILITY OF THE SITE CONTRACTOR. TOWN OFFICIALS MAY CONTACT MR. : 1j 4S N R' 0SED 45 5' o ~- 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. 1,; o . (S _pg 70 0 ! = rn 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 Wy2: W= n 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 ' 1. '' 01 11 ' I 7. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES ARE TO BE STA ILIZED. ` 11 I \ I i 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 . : . "-, I. I &1 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' 163J j ti ' j,Zw.4 X66 ! 6o I' 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 ,_ - - y O i " 4 S - .•, h ......•-'...ri ,,.ri J /Ri,.x e, '1E i + , :64 , LATER RESEEDING REQUIRED) OR SEED AS SPECIFIED AND PROVIDE MULCHING It M __, 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 lo -4 O w_.._ F u, . .. I it 11 ik .s F , i.. F If DA TE: y l,. . MAY 23, 2002 tl. a " 4 I Sr IL,: SCALE: 0 ;. t t 1 „= 40' IC) , D_ L Q I . I - q0 III DWG. NG' , 0.. 1. 1 3u a 1 j:..' 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