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Home My WebLink AboutPlansSTORM SEWER - W TER LINE W E CTRIC LINE E TE EPHONE LINE T CABLE LINE C � RANDOM FND BENCHMARK RR =PIKE SET IN AT&T 3041 ELEV = 469.33' 0,&D R R E HL H Bgs� � C? ,, o RUBBLE 4s� .0 STONE W REMAINS • • RECENTLY ,4.5.23• E NSTRUCTED DE ORATIVE � soN /� STONEWALLS KINGDOM HALL BV��•p1N� STALL SILT : 6 SIGN W/ GROUND UTIL POS LIGHTS NO NUMBER 0VTEMPORARY 1- 3 -FOOT WIDE S' UTILITY SERVICE PAVEMENT EO ♦ MBR i CHD FND Z BENCHMARK RR SPM FND N/F JOHN DENVER IN SNET 3042 R2 ELEV. = 472.08' ' NEW GENERATOR D NEW ABOVE GROUND PROPANE TANK A 8 WIDE DOUBLE GATE `4 0: REMOVE TOP OF EXISTING SEPTIC TANK, NEW SERVICE DRIVEWAY PUMP OUT CONTENTS, DRILL MIN. FOUR a CHD 1 -INCH HOLES IN BOTTOM, AND BACKFILL v FND \�`��WITH COMPACTED GRAVEL Road NEW WASHED STONE .SURFACE �� 25 LF 4" �e �o 70,E 71.1 SCH-40 PVCP Lothro NEW fi WHITE VINYL PRIVACY FENCE ' S '�A 02.0% INSTALL NEW 1,250 ; f �00 0�,9 GALLON SEPTIC TANK NEW CONCRETE ka STOOP 5 � PAD -],o `rs� INV, IN 466.70 '9 F 8INV. OUT 466.45 CHD t el OVE o• W CONCRETE PAD FNDD + 469. 2 SUPPORT EXISTING COLUMNS DURING t e BACKFILL OF EXISTING TANK AND CONCRETE p w .* \ INSTALLATION OF NEW TANK AND PIPE STOOP Ik F + 68.6 + 4 � �� ' 2, =� �� NEW 20'x20' N/F NATURE CONSERVANCY 21" RO YARD NMD AIN �'� - 5 �� i I ESS \�\ CONCRETE PAD TF - 488.14' FND 47� - -' •' .�, � 011 � OF CONNECTICUT 4 INV. I = 467.22, ,�.-'�� ,�� 4ss.9 \ REMOVE CONCRETE �4 INV. = 467.07 �� 4 INV. UT = 466.78 FF AT `. STOOP AND PAD t �' PASS DOOR 469.02 D RE ►, , 469 2' p �. ESTIMATED INVERT AT FOUNDATION 467.0, CORE NEW HOLE AT INVERT 467.2 1aTLY 469,7 r .- �' ELIMINATE EXISTING !�� --- Norwich -Salem Turnpike CONS UCTED t t -� DE ORATTVE .\ DOORWAY Rt s2 + 6 S NEWALLS �69',� Cogv,.,. D 469'18 �,o'or ' -� , EXTEND WASHED STONE _ANDSCAPE W/ t�.�c NITS �o ,;f , LOCATION M45 .6 �' � . ., BED OUT TO NEW SIDEW.,• LK. RETAIN a � yes • s s m.4' ► 4,12 %fi'NOW a�r � RE ALL PAVEMENT fie �• r4 3'"t �Sn�'.ai�'-�j. .. ?' "�, ,tir'�c.+fhw, �, fii'..t" d , t ,�,3 fP ' . \ • ' • • ♦S NTH 4" TOPSOIL & • REMOVAL • OSEED WETLAND AREA ON-SITE CHD M LEGEND FND EXISTING c �c PROPOSED - - PROPERTY LINE 0 V + BLDG. SETBACK rt-- _-_-____4oa_-_-____ CONTOUR LINE 3,922 SF X 100.25 SPOT ELEVATION t00•a5 1!1a DEEP HOLE 26,300 SF 0 PERCOLATION TEST 7,900 SF GEWstinq WATER SUPPLY WELL® PROPOSED well C O Cprimary PRIMARY LEACHING AREA :.PRIMARY .::.::.......:................ A A A WETLANDS BOUNDARY _ U 4� o v CO Novo NE SILT FENCE GSF GS F�--- Drawing #: STONE WALL NEW X FENCE tip GUIDE RAILING n n n n � n � �o -� UTILITY POLE i►- ❑ CATCH BASIN STORM SEWER - W TER LINE W E CTRIC LINE E TE EPHONE LINE T CABLE LINE C � RANDOM FND BENCHMARK RR =PIKE SET IN AT&T 3041 ELEV = 469.33' 0,&D R R E HL H Bgs� � C? ,, o RUBBLE 4s� .0 STONE W REMAINS • • RECENTLY ,4.5.23• E NSTRUCTED DE ORATIVE � soN /� STONEWALLS KINGDOM HALL BV��•p1N� STALL SILT : 6 SIGN W/ GROUND UTIL POS LIGHTS NO NUMBER 0VTEMPORARY 1- 3 -FOOT WIDE S' UTILITY SERVICE PAVEMENT EO ♦ MBR i CHD FND Z BENCHMARK RR SPM FND N/F JOHN DENVER IN SNET 3042 R2 ELEV. = 472.08' ' NEW GENERATOR D NEW ABOVE GROUND PROPANE TANK A 8 WIDE DOUBLE GATE `4 0: REMOVE TOP OF EXISTING SEPTIC TANK, NEW SERVICE DRIVEWAY PUMP OUT CONTENTS, DRILL MIN. FOUR a CHD 1 -INCH HOLES IN BOTTOM, AND BACKFILL v FND \�`��WITH COMPACTED GRAVEL Road NEW WASHED STONE .SURFACE �� 25 LF 4" �e �o 70,E 71.1 SCH-40 PVCP Lothro NEW fi WHITE VINYL PRIVACY FENCE ' S '�A 02.0% INSTALL NEW 1,250 ; f �00 0�,9 GALLON SEPTIC TANK NEW CONCRETE ka STOOP 5 � PAD -],o `rs� INV, IN 466.70 '9 F 8INV. OUT 466.45 CHD t el OVE o• W CONCRETE PAD FNDD + 469. 2 SUPPORT EXISTING COLUMNS DURING t e BACKFILL OF EXISTING TANK AND CONCRETE p w .* \ INSTALLATION OF NEW TANK AND PIPE STOOP Ik F + 68.6 + 4 � �� ' 2, =� �� NEW 20'x20' N/F NATURE CONSERVANCY 21" RO YARD NMD AIN �'� - 5 �� i I ESS \�\ CONCRETE PAD TF - 488.14' FND 47� - -' •' .�, � 011 � OF CONNECTICUT 4 INV. I = 467.22, ,�.-'�� ,�� 4ss.9 \ REMOVE CONCRETE �4 INV. = 467.07 �� 4 INV. UT = 466.78 FF AT `. STOOP AND PAD t �' PASS DOOR 469.02 D RE ►, , 469 2' p �. ESTIMATED INVERT AT FOUNDATION 467.0, CORE NEW HOLE AT INVERT 467.2 1aTLY 469,7 r .- �' ELIMINATE EXISTING !�� --- Norwich -Salem Turnpike CONS UCTED t t -� DE ORATTVE .\ DOORWAY Rt s2 + 6 S NEWALLS �69',� Cogv,.,. D 469'18 �,o'or ' -� , EXTEND WASHED STONE _ANDSCAPE W/ t�.�c NITS �o ,;f , LOCATION M45 .6 �' � . ., BED OUT TO NEW SIDEW.,• LK. RETAIN a � yes • s s m.4' ► 4,12 %fi'NOW a�r � RE ALL PAVEMENT fie �• r4 3'"t �Sn�'.ai�'-�j. .. ?' "�, ,tir'�c.+fhw, �, fii'..t" d , t ,�,3 fP ' . \ • ' • • ♦S NTH 4" TOPSOIL & • REMOVAL • OSEED S ITE _ �,, '\, '��..re v ,�"r'�,,��y'"f:to ,y, r,! ".�d�x,a!yri kr3 ,� ..� � tr^,� r Nr� )fjs'F�-Ya;.�r�,}�.�.�{r�� •TO RE, `. �� • ` � d � �5�� #„� �. a�' � .f' c^ G{I iY �� aSF';�,t f x � � m.,�,, av�' ?: � '� .t Ky-1Tti5 i I I i ; .' t ♦ • � • ' L, � � ♦-:, �' �'` e „�•V 0 '>g i a q;:"r � t � 5 -r �r F 9 r„3 �'� : i, ' 1 I I 1 f f ♦ • • , • ■ ■ � f � � CROP ,R^ n-:� h � �x,P y r `�xr.�.. >1 i� i '� � 4CN"h t,�kr'£�'f'''.c' .r a � y �'� �i.°i. • °� '��'�'af '�4"h�` e�^g �' .i 4�vy?"` r.'3 r'i,Z` rx.} r"7',t ^..�' i' ��'%9'`✓.�;i y' r FE' i �1i. > ".��•��',u J F' cf•�/ rr' -. t �., t� ^�"�i�i,�i"�,�^�r �„y sy �.!' - _ � _ � - ' i� �1� i • �, .z ` >.i a iy}' i �. yf1. „�, �pty �.t,�2 r Ss'�"'y�`rya�';}� �� r •i, • _ i • i �i� ,'' 4� SS Gf44 Jd;f .Lafk-tY t�'d�h4�d�t r} § -`s, g +e' 'rF>`" t r"'�+"r`1 • - -� ,` �.��` .,�i�d t ,+'� ,1a.'t�kas e "' ".'. s �. v. mg }�° t� � r -{'� t ~ �. . i • • sy i�'"' • 4'' ;ill. °� - • �.. ------------ ti - ! • • •' ' \ \�_`` 5 STEEL LAMP ah, #22 #16NEW 8'X20' WF#13 OST \~p ~-~,`~ ®-_ ��-\~ ��F'- -..an UJ --1 U '- HOME MADE) _ _ - -- Q CONCRETE _' ' _ - .',� `:� �� G -I�```� \~ i °� JLAMP POST U FEMA LIMIT INSTALL 5 -FOOT HIGH DUMPSTER REMOVE ' INV. - v-��''�` `� " ".` LU � W NEW 6 WHITE . •_ ~\ 6� �\ 6 SDR 35 S•g53s,�� - _ cn _I OF ZONE X CHAIN LINK FENCE I REMOVE CONCRETE PAD = 461.35 '#2� CURBING im LIGHT �N. PRIVACY , 4 C� W - FENCE ~~ �' '~ ''- . FEMA LIMIT �. W W Zs REMOVE CATCH BASIN ��6p _ # REALIGN CONCRETE CURBING ALONG NEW EDGE --- - .OF ZONE SLOPE PROTTION FABRIC AND 1 RCP, BACKFILL - -------- - � ` - � 1-1) x#24 ` OF PAVEMENT AND REPLENISH WASHED STONE WITH NATIVE SOIL REMOVE WFh8 - WF#7 WETLAND LIMITS FLAGGED J J Z ,c h b 60 BUILDING LANDSCAPE BED, RETAIN EXISTING PLANTINGS LIGHT HIGHLAND SOILS LLC APRIL O JN 1 a /^ airyz �.. 11 SETBACK LINE y�#6 5, 2018 0 #27 I AT TIME OF CONSTRUCTION OWNER §HALL SEEKS C/) PERMISSION FROM PROVOST TO REMOVE LIGHT POLE 29 (STOP) W'#25 INIF EUGENE F. PROVOST & JEANNE PROVOST..ANb PAVEMENT ENCROACHMENT. IF PERMISSION IS #4#3 W CL WF#26 DENIED, CONTRACTOR SHALL SAWCUT PAVEMENT AT 602 sUl N h PROPERTY LINE AND LEAVE ENCROACHMENT AS IS. ,i y ,#5 X SEgq CK DING h co II INF ATE HEADWALL SILTED IN I - --------- . ............... - -------- __j I . 25' BUILDIN SETBACK LINE amS 874442' W 313.35' so d06*- - - em TABLE OF IMPACTS WETLAND AREA ON-SITE 33,600 SF M -° 4) m •v as c •� c �c Q F- o to -'.) t"-- UPLAND REVIEW AREA DISTURBANCE 0 V 0.19 AC TOTAL DISTURBED AREA 33,900 SF 0.78 AC EXISTING BUILDING COVERAGE 3,922 SF 0.09 AC 4"'OF .` W` Pff-: ��•' EXISTING PAVEMENT & SIDEWALK COVERAGE 26,300 SF 0.60 AC S ITE _ �,, '\, '��..re v ,�"r'�,,��y'"f:to ,y, r,! ".�d�x,a!yri kr3 ,� ..� � tr^,� r Nr� )fjs'F�-Ya;.�r�,}�.�.�{r�� •TO RE, `. �� • ` � d � �5�� #„� �. a�' � .f' c^ G{I iY �� aSF';�,t f x � � m.,�,, av�' ?: � '� .t Ky-1Tti5 i I I i ; .' t ♦ • � • ' L, � � ♦-:, �' �'` e „�•V 0 '>g i a q;:"r � t � 5 -r �r F 9 r„3 �'� : i, ' 1 I I 1 f f ♦ • • , • ■ ■ � f � � CROP ,R^ n-:� h � �x,P y r `�xr.�.. >1 i� i '� � 4CN"h t,�kr'£�'f'''.c' .r a � y �'� �i.°i. • °� '��'�'af '�4"h�` e�^g �' .i 4�vy?"` r.'3 r'i,Z` rx.} r"7',t ^..�' i' ��'%9'`✓.�;i y' r FE' i �1i. > ".��•��',u J F' cf•�/ rr' -. t �., t� ^�"�i�i,�i"�,�^�r �„y sy �.!' - _ � _ � - ' i� �1� i • �, .z ` >.i a iy}' i �. yf1. „�, �pty �.t,�2 r Ss'�"'y�`rya�';}� �� r •i, • _ i • i �i� ,'' 4� SS Gf44 Jd;f .Lafk-tY t�'d�h4�d�t r} § -`s, g +e' 'rF>`" t r"'�+"r`1 • - -� ,` �.��` .,�i�d t ,+'� ,1a.'t�kas e "' ".'. s �. v. mg }�° t� � r -{'� t ~ �. . i • • sy i�'"' • 4'' ;ill. °� - • �.. ------------ ti - ! • • •' ' \ \�_`` 5 STEEL LAMP ah, #22 #16NEW 8'X20' WF#13 OST \~p ~-~,`~ ®-_ ��-\~ ��F'- -..an UJ --1 U '- HOME MADE) _ _ - -- Q CONCRETE _' ' _ - .',� `:� �� G -I�```� \~ i °� JLAMP POST U FEMA LIMIT INSTALL 5 -FOOT HIGH DUMPSTER REMOVE ' INV. - v-��''�` `� " ".` LU � W NEW 6 WHITE . •_ ~\ 6� �\ 6 SDR 35 S•g53s,�� - _ cn _I OF ZONE X CHAIN LINK FENCE I REMOVE CONCRETE PAD = 461.35 '#2� CURBING im LIGHT �N. PRIVACY , 4 C� W - FENCE ~~ �' '~ ''- . FEMA LIMIT �. W W Zs REMOVE CATCH BASIN ��6p _ # REALIGN CONCRETE CURBING ALONG NEW EDGE --- - .OF ZONE SLOPE PROTTION FABRIC AND 1 RCP, BACKFILL - -------- - � ` - � 1-1) x#24 ` OF PAVEMENT AND REPLENISH WASHED STONE WITH NATIVE SOIL REMOVE WFh8 - WF#7 WETLAND LIMITS FLAGGED J J Z ,c h b 60 BUILDING LANDSCAPE BED, RETAIN EXISTING PLANTINGS LIGHT HIGHLAND SOILS LLC APRIL O JN 1 a /^ airyz �.. 11 SETBACK LINE y�#6 5, 2018 0 #27 I AT TIME OF CONSTRUCTION OWNER §HALL SEEKS C/) PERMISSION FROM PROVOST TO REMOVE LIGHT POLE 29 (STOP) W'#25 INIF EUGENE F. PROVOST & JEANNE PROVOST..ANb PAVEMENT ENCROACHMENT. IF PERMISSION IS #4#3 W CL WF#26 DENIED, CONTRACTOR SHALL SAWCUT PAVEMENT AT 602 sUl N h PROPERTY LINE AND LEAVE ENCROACHMENT AS IS. ,i y ,#5 X SEgq CK DING h co II INF ATE HEADWALL SILTED IN I - --------- . ............... - -------- __j I . 25' BUILDIN SETBACK LINE amS 874442' W 313.35' so d06*- - - em TABLE OF IMPACTS WETLAND AREA ON-SITE 33,600 SF 0.77 AG UPLAND REVIEW AREA ON SITE 29,200 SF 0.67 AC WETLAND DISTURBANCE 0 SF 0.0 AC UPLAND REVIEW AREA DISTURBANCE 8,400 SF 0.19 AC TOTAL DISTURBED AREA 33,900 SF 0.78 AC EXISTING BUILDING COVERAGE 3,922 SF 0.09 AC PROPOSED BUILDING COVERAGE 4,002 SF 0.09 AC EXISTING PAVEMENT & SIDEWALK COVERAGE 26,300 SF 0.60 AC PROPOSED PAVEMENT & SIDEWALK COVERAGE 7,900 SF 0.18 AC 0 20 40 N/F EUGENE F. PROVOST & JEANNE PROVOST Feet General Notes 1. Topographic and boundary line information is based on the following map: Boundary and Topographic Survey, Prepared for CIL, 5 Herschler Road, Montville, Connecticut" prepared by Towne Engineering, Inc. dated 04/09/2018 2. The Contractor shall contact Call -Before -You -Dig at 1-800-922-4455 for marking of utilities prior to any excavation. 3. The FEMA Zone X is defined as areas of a 0.2% annual chance flood hazard (500 -year flood plain) and areas of 1 % annual chane flood with average depth of less than one foot or with drainage areas less than one square mile. The Zone X does not have an assigned elevation and is depicted on this map based on best available information. 4. The Contractor shall obtain a Driveway Permit from the Montville Public Works Department prior to work within the Town Right -of -Way. The Contractor shall pay the application fee, post a bond, and provide evidence of insurance coverage to acquire the permit. `%'�� /� A 1120.0' PARKING/DRIVEWAY AREA DIMENSIONS SCALE: 1'=20' 5.0' x--11.6' 5.00' Job #: 18-110 M oag c E N U CU o � rn O .. cri o 43 >% 30 V./ CV= -+'M C O 00 }-� n V v t+ Q� W C O mU0 in M •� C� 0) �� W 2 o _ U 4� o v CO Novo Drawing #: 1 Of 3 Job #: 18-110