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HomeMy WebLinkAboutSite planPLANTING SCHEDULE TEST HOLE DATA TYPE COMMON NAME BOTANICAL NAME QUANTITY REMARKS PER MAP REFERENCE PS #1 PURPLE LEAF NEWPORT PLUM PRUNUS CERASIFERA 1 MIN 2" DIA., 6' HEIGHT --- -------- -... TEST HOLE #1A PS #2 DENSE SPREADING YEW TAXUS X MEDIA DENSIFORIS 8 18" - 24" B&B 0"-15" TOPSOIL 15"-27" SUBSOIL 27"-36" GRAY COMP SAND \ \ \ PLANTING NOTES 36"-48" SAND \ \� 1. ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS, STRUCTURES, PAVING, 48"-80" GRAVEL MONUMENT \\ ,� CONTINUOUS SHRUB BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6" AND NO LEDGE, MOTTLING © 27 NO WATER W I SEEDED. \ TEST HOLE #2A HELT CO 2. ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT IN NO INSTANCE MORE THAN 24 0"-13" TOPSOIL 10077 HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL. AT COMPLETION OF MAINTENANCE PERIOD REMOVE ALL STAKES, 13"-42" SUBSOIL LOAMY q \ \ FLAGS, GUYS, TREE WRAP AND ANCHORS. 42"-82" COARSE GRAVEL / \ i NO LEDGE, MOTTLING @ 27", NO WATER Al, 3. MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT). MULCH ALL GROUNDCOVER BEDS TO ACHIEVE A 2" DEPTH (AFTER SETTLEMENT). MULCH FOR SAUCERS AND PLANTING AREAS TO BE TEST HOLE #3A A DOUBLE SHREDDED BARK MULCH. 0"-12" TOPSOIL 12"-38" LOAMY SUBSOIL 38"-82" COARSE GRAVEL HELT CO NO LEDGE, NO MOTTLING, NO WATER � i V A � \ 10076 TEST HOLE #4A \ i / �;;.'.�, ....... ,..A V A 0"-9" TOPSOIL �1A0\.::::'::�''':' \ \ �\ 9"-19" LOAMY SUBSOIL •"' 19"-54" COMP FINE SAND ............. �, \ / ......... . , ,', ..,:•:•:•:•:':•:� \\ _ , 54"-86" GRAVEL / \ \\ RADIUS -506.96 NO LEDGE, MOTTLING © 19", NO WATER \ \\ ONUMENT DELTA= 19'38'58" �� • / �.. \ ;';';';':';':';';'; ARC LENGTH= 173.86' ... CHORD=N51'35'41 "W 173.01' PROPOSED BUILDING AREA , / ..:..::.:. . ..:: \� 34.45' 6/ : : : : : ...................... 4 . \ \ TOTAL BUILDING AREA=28,8OOSF / �� . / ...:.:::.::.:.:.:.:': '. HELT CO \ \ \ \ X10076 \r. - / : j ..fes .: .......... ::.:.:.:.:.:::::::::. 13 \ Y ..........' ..'..' •' ''.... ... .'.'.. '.'.'.'.'......'.'.'.'. \ \\ 14 l i .......... �\ ::':':':':':°.'. \ RON IPE (FOUND) I / ......... ....... , WETLAN DS \ I i ;;;;; ;;;,,,,,, \ :.........•.•............:'.. _N 15' 09 W .... / > \ ..\�...:.. 34,45 HELT CO / \ #1 1817 IRON PIP . . • .�(FOUND) PROVIDE AND MAINTAIN A j CONTINUOUS LINE OF SILT \ \ ... ..' \ FENCE THROUGHOUT CONSTRUCTION QQ co ^ �� \ .; ;.:.:.:• • (TYPICAL) (SEE DETAIL) Q) I Q� / 140 APPROXIMATE LIMITS OF Q�' O d II I HELT CO Q ^ I �� 100 YEAR FLOOD PLAIN Z\Z .o^ ��G P� SEE PANEL 6 OF 16 ` \ 10074 .. r . �� \ V (�� / (09009900068) aROPOSED OVERHEAD WIRES __p (2) PS#2 (SEE PLANTING SCHEDULE) WETLANDS / ,.;.;,;,:.:.�.,:. LANT AREA WITH A VARIETY OF XPp� \ ANNUALS AND PERENNIALS i / \� l;.. , \ �' 1 ��/ 40LF GUARD RAIL SEE DETAIL �' O 1 / / • • , ,.l . , • PROPOSED SIGN LOCATION WITH GROUND LIGHTS J 1� j .. , ...... , , �'" / � ............ .... ........ �- 4/ X lir' r PROVIDE STOP SIGN AND ::':':':'::::::' ::':. �44LF STONE RETAINING.'.'.'.'::.:'.'..,. / �� `�" , PAINTED STOP BAR (SEE DETAIL) / / 74 WALL SEE DETAIL 125 \.':•.' ................'.'...':';';';. ;' .............:..... . / ..:. :�.. 28 / X38 ,, 1 PROVIDE UTILITY POLE AND .. ..... X .. `� U' / / ::::::::..'.................. .. ... . �.'.'.....'..':':':'.'.'.'... :'....'., i y \ \ - - - BURIED UTILITIES -130 - / .... \ ....:.:.:...:.:..... . ,�.... ':.:':..'.':'..:':':.:..'.'... :.:.'.'........ .... .. \ ........................ /,....� j .'.'.'.'.'.'.........,:..:.:..'.'..'.'.'.'................'.'.' C' ' . / ---- •.'�.:. ........r.'.;y ._ �.:... r._.. X X 38 --- i \\ .' / O L' (S AI , x, :: , _ _ �� :1.ti0LF :.GUARfl:' DETAIL - Q ti� \ O \ \ �\ _ 1-00L . E..1INING: ; WAL /........... _ 136--- . 3 6 _ j r. APPROXIMATE LIMITS OF �' ' 100 YEAR FLOOD PLAIN \` - \ ���\ \ i T ........... \ x ,o -- 138 -14 \ V PROPOSED:.. .0 SEE PANEL 6 OF _ A09009900068)`� - \ WELL d., ..'..... / ,I�, �� �,, PROPOSED ......'.'.......:: \ 1 LIMITS OF ..;. ' . FO \ \ GRADE TO DRAIN /� ��.'.'.'.'.'.'.':•:':'�' '•' '•'•'•'•'•��• 'f � .':'.::•'•............. �� \ CLEARING � eUICp�N \ � , :�• •.•.•.�;,�.:.:. r� ���Q . X38 0� \ ,,\ \\ (TYPICAL) ' ��O 155 > G �• o, . \ :':':':':':':':':. \ \� jj 3 ADO SF .. �,�� •o \� WETLANDS-� �' ` ! i \ �� \ f .' 9 S I .. \ x1 \ J .....�.�.. .::�:�:.... .., ...;. .................. �, / ? ............. \ \ � .. ... .... ... \ \ , �. B s '\ , `, G IRON PIPE (FOUND) ;....:...' / .'.'.'.'........� /, i / :.':': \ \ \ \ e(/ ` c�< <O X 38 237,838.90 ....... TI �;' i/ ��/ / ' \ \ 14��NG ? 1,38 VERT .'. EXIS NG 6���iJiG, O W773,368.84 / '•'•'•'•'•'•'•'•'•'•'•', �� �; ::.•:•:•:... 2 900 TH 3 12 CPP a9 / SURVEY CLOSING , �� / \ ' S S,<• LINE'.'.'.'.'.'.'.'.'.' ......:::. :'. ... INVERT S IRON %�/ '.-.-.......'....'. °.-.-........ ".'.'. \ z 15��NG 132.24 v� PIN .�.'; / \ / ....:...:..: . . . ..:. : .: ... WETLAN DS..,.:.........:........... \ -j 3 70 3. �, ��� .' .... w o SF �� / .. ... ............. a ............... 1 Q I \ O 2 8 01 4 .� �..... / ............... ............... I J `c� 0 3 g. 5 .......... 2 - _ _ , ...........'.'.'..'. ... l - c� X_� __- • ,� - O \ RAIL r TH �� 40LF GUARD / ... ; ::... ' 1 `-"f a�, c, \ 8(I/ 3A h, tia ��6 (SEE DETAIL) O IRON PAPE \O/• -�_ . .._ - FOUND 18 / , - ' I x cf` �/ G 4 138; h ...,....... S 100'f \ ( ) S> s.9g� / / .. / �`� 2 0� 3,300 �� RETAINING WALL „ .................. ...... , , .......... 40LF STONE \\ S56 30 W 37'± 330'00�E \ \ :.....' So� ,p SF :...... ..' .'.'..'. :.\.... (SEE DETAIL) / Z 40 �\� \ r C,,��F �S� ,\ �n� \ 7- TH 3 78 5, G S• \ \ \ 'F .... 0S '01. IRON PIPE 2A ...... P o / / TH (FOUND)- \ / �\ �► \ .......................'.; \ \ ECS 2 8U1�lNG � ,� "�'/F 4 30021; 6� � \ \ O� . .':':.:.:.:.:.:.:.:.:.:::::.:.:..�:�:.:..' VC NAIL SF h° P��e- ........... . 9,3 E� S; 4 .2-00,00 00'00,, WIRE 138 10p F PROVIDE AND MAINTAIN A E FeNCE \710 CONTINUOUS LINE OF SILT \ - FENCE THROUGHOUT CONSTRUCTION - (TYPICAL) (SEE DETAIL) % RESERVE PROPOSED STORAGE V ` AREA 3, BUILDING (TYPICAL) �n 0 PROPOSED EDGE OF PAVEMENT0 dM o0 � pb PROPOSED 20'x20' OFFICE O Q PROVIDE 1000 GALLON io SEPTIC TANK (SEE DETAIL) QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL LIMITS OF INLAND WETLANDS AS FLAGGED BY MICHAEL G. SCHAEFER C.S.S. SIGNATURE DATE TO MY KNO AS NOT,�D j 25OLF GUARD RAIL (SEE DETAIL)- 250LF STONE RETAINING WALL (SEE DETAIL D BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT PROVIDE CLEAN-OUT (SEE DETAIL RICHARD Fi. 'STROUSE L.S. #96/9 PS#2 (TYPICAL, SEE PLANTING SCHEDULE PS#1 (SEE PLANTING SCHEDULE 20LF 12" GALLERY UNITS DA/E (SEE DETAIL) INVERT=134.8 SET BOTTOM ELEV 134.3 0<V) r 0-) rt 0 \ Z n �O_n Z Cn rn -P n 1 � U' c �� EXISTING TREELINE (TYPICAL) `-� IRON PROVIDE AND MAINTAIN A PIN CONTINUOUS LINE OF SILT FENCE THROUGHOUT CONSTRUCTION (TYPICAL) (SEE DETAIL) SEPTIC NOTES 1 kt__u PRES LOCATION MAP SCALE 1"= 1000' 1000 500 0 1000 GRAPHIC SCALE IN FEET SEPTIC SYSTEM DESIGN PERCOLATION RATE = 5.1 MINUTES/INCH 5 EMPLOYEES x 20 = 100 GALLONS/DAY APPLICATION RATE = 1.5 GAL/DAY/SF REQUIRED LEACHING AREA: 67 SF PROVIDE (1) 20' ROW 12" GALLERIES EFFECTIVE LEACHING AREA: 94 SF PROVIDE A 1000 GALLON 2 COMPARTMENT SEPTIC TANK MLSS REQUIRED = n/o MLSS PROVIDED = 20' PREPARE AREA OF PROPOSED SEPTIC SYSTEM AS FOLLOWS 1.) REMOVE AND STOCIKPILE TOPSOIL. 2.) PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO 95% DENSITY. 3.) EXCAVATE 6' WIDE -TRENCHES AND PREPARE SURFACE. 4.) PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 5.) RUN PIPE THROUGH INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH 1" BROKEN STONE. 6.) PLACE FILTER FABR;C ON TOP OF STONE OVER ENTIRE SYSTEM. 7.) REPLACE TOPSOIL, SEED & MULCH. SITE DATA TABLE - ZONING DISTRICT LI ITEM REQUIRED PROVIDED LOT AREA 10,000 SF 546,890± SF LOT WIDTH 200' 1,065'± FRONT YARD 50' 232' SIDE YARD 30' 171' REAR YARD 50' 52' BLDG. HEIGHT 50' 20' OWNER MARTIN RUTCHIK 126 BROADWAY NORWICH, CT 06360 MAP REFERENCE 2A SUBDIVISION PLAN, PROPERTY OF MARTIN RUTCHIK, ET. AL., 126 BROADWAY, P.O. BOX 747, NORWICH, CONNECTICUT; MONTVILLE, CONNECTICUT, SCALE 1"=50', PREPARED BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT, JANUARY 17, 1991 WITH ADDITIONS & REVISIONS TO MARCH 13, 1991. SURVEY NOTES THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT NATE AGE',]` -IES SECTIONS 20-300b-1 THROUGH 2O-30C)b-20 AND THE "STANDARDS ----)R SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE NNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A TE IMPROVEMENT SUF`'EY PROPOSED BASED ON A RESURVEY CONFORMING TO --�PIZONTAL ACCURACY CLASS A-2. �.) PROPERTY IS LOCA -ED IN THE TOWN OF MONTVILLE ZONING DISTRICT L.I. 3.) TOTAL AREA OF PROPERTY = 12.55± ACRES (546,890± S.F.) 4.) TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 MAPPING STANDARDS. BASE L OR LEVELS: N.G.V.D. "929. 5.) IF REQUIRED, A PREBLAST SURVEY MJST BE COMPLETED PRIOR TO THE START OF '_'ONSTRUC_ION. 5.) UNDERGROUND UTIU?Y, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED -EREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE ESPECTIVE 'T '_'TY CO',1PANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM - SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADD' _ =`_L Y, OTuER SUCH FEATURES MA" EXIST ON THE SITE, THE EXISTENCE OF WHICH - _ ',KNO)dN -0 CME/CPK DESIGN GROUP. THE SIZE, LOCATION AND EXISTENCE _ = SUCH - `,ATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIA-___ ES -RIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1 -800-922-AJ55. LE GEND PROPOSED BUILDING FLOOR ELEVATION TYP. TYPICAL BUILDING 1.) 138.6 FT VOL VOLUME BUILDING 2.) 138.6 FT BUILDING 3.) 138.6 FT PG PAGE BUILDING 4.) 138.6 FT N/F NOW OR FORMERLY BUILDING 5.) 138.6 FT � BUILDING 6.) 138.6 FT BUILDING SETBACK LINE BUILDING 7.) 138.6 FT --140-- TING CONTOURS BUILDING 8.) 138.3 FT BUILDING 9.) 138.3 FT 401 PPCPOSED CONTOURS Y139.4 =P ' CSEC SPOT GRADE 50 25 0 50 0 TEST HOLE GRAPHIC SCALE IN FEET w z Q Q o z �Q U Q a i�: o Q0 N w u V) w W u U uJ z m 00 m U pop _ z 0 U 00U a O z V 00 y O o v� w - C U U U z o c> W m 0 t/1 � z o (!3 O z -i cd o = > 00 CD 0 Q Li CD ryUJ w O z w 00 L'- 0 > F - a- O N ® kolooU U U z W o w > Y N � Z ONION � U O � aQ o< O LLJ a- 0 cr_ N O L - D -� z •; vi C) w QJJ I c�Q o o w OQ 0a_ O W Q cl) U i Q o z U Q a i�: o Q0 N w u V) w W u U uJ z m U = _ z 0 v a O z V W y O o v� w - C U J U z o c> W o W 0 Q LL � z o (!3 O z -i o = > Q Li CD ryUJ w O z w <o L'- O > F - a- O N ® w o w > cn Q w Z z LLJn C--) 0 O LLJ 0 cr_ ~ cf) (Wn `< OQ 0a_ O Q cl) z n J < F- U) CDX Lli Q o z U Q a i�: o Q0 N w u V) w W u U uJ z m U = _ z 0 v a Ld z V W y O o v� w - C � J m z o c> � 0 Ld - o > Q � w N N O O L.LJ O N O N CD 0 0 0 Q o U Q a i�: o Q0 N w u V) w W u U uJ `s m O o = _ cY O O 0w0 a a z z a z Y D O m y O o v� w Q w m= 0 a � m o o c> C) DATE. 10/23/2001 SCALE: 1 "=50' SHEET 1 OF 2