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HomeMy WebLinkAboutPlan (Sub)N/F N/F HOWARD W. ELE & GREGORY P. HOPKINS - - HOWARD R. BEETHAM, JR. & TONI J. DESTEFANO 1. PDQ - `- LOT #16 J LOT #7A 136 VOL 436/PG 556 VOL 335/PG 350 f J � / - - - 3-20 E-77 1 2,44 / \ ) N/F N/F �' / / / / / ` I ELAINE R. SUPL I CKI CH JOHN L. & LOIS M. MUNTON - ' i" / ' LOT#6 CB / \ a ` # a LOT #41 , - / / VOL 60/PG 305 & VOL 67 PG 30 / ` \ VOL 462 PG 491 AREA = 44,498± SF 1.02± ACRES BENCHMARK -TOP OF IROD LLI ELEVATION = 123.33 z----------------- / o w ------------------------- Of 1 0 r Lil / L.Li w cL& EXISTING UTILITY EASEMENT EXISTING 7991 462 PG. 492 ACQUIRED FROM SUPLICKI N / ) (VOL. ) Q o / DRIVEWAY O CB IS TO PROVIDE UTILITY SERVICE FOR LOT z , / / / / / / ^% 026/005-001 (NO EXISTING UTILITIES IN kITEMAUG RD.) / w FENCED r /<O O POOL AREA /Q `°0 � • _>0O /SHED ` CONCRETE COVER � SHEDry ~1. Rzo HELTCO � ,/ / / / / (FNU) PL. ITIS NO # HE LT / / / / I 1 \ ��I N/F �pQ� #917�S ' / s PATRICK J. & PATRICIAJ. E L B E R T ,q C � i / / / / l � � � ,� � \ MH o �. s DOUGHERTY LOT #8 VOL 134 PG 495 LOCATION! MAP SCALE 1 =1000 SNET! _ -- ' MAP REFERENCES #704 1. McNA,YARA SUBDIVISION PROPERTY OF BRIAN M NAMARA KIT \ \ \ N \\ \ \ } c KITEMAUG ROAD, UNCASVILLE, CONNECTICUT, SEAN HANRAHAN APPLICANT. SCALE 1 "=20', DATED NOVEMBER 12, 1987. BY KING AND MULLEN. 400 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2.) SUBD'VISION PLAN, GAUTH!ER-SPRAGUE SUBDIVISION OF PROPERTY NOW OR FORMERLY OF WILLIAM N/F \ \ \ \ \ \ \ \ \ \ 'O \ \ \ PAINTED MEREDITH, JR. KITEMAUG ROi'i), MONTVILLE, CONNECTICUT, C/O ROLAND GAUTHIER, ROUTE 163, UNCASVILLE, JEFFREY S. PHILLIPS YELLOW LINE CONNECTICUT. SCALE 1"=40', DATED JULY 2, 1986. BY KING AND MULLEN. u � � 1 \ \ \ � \ \ \ \ � \ L LOT42 � � � � \ \ \ � \ � \ \ \ \ BENCHMARK -TOP OF TROD # ` \ \ \ \ - 3.) SUBDIVISION MAP, KITEVAbG ORCHARD` PROPERTY OF BARBER & STEVENS, INC. MONTVILLE, CONNECTICUT. (j �. \ \ \ \ \ \ r. p� \ 90 \ \ \ \ \ ELEVATION - 70.00 SCALE 1 "-40', DATED JULY ?, 1959, REVISED THROUGH AUG. 18, 1959. BY MORTON S. FINE. VOL 36 ?/PG 498 � \ \ \ � \ (PND)) \ \ \\ - NOTE N/F 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES MICHAEL �� \ \ \ \ \ \ •� EL P. D AH L1CE SECTIONS 20-300b-1 THROU,;H 2O -300b-20 AND THE" FOR '� "STANDARDS D DS 0 SURVEYS AND MAPS IN THE STATE LUT \ \ \ \ \ \ \ \ # OF CONNECTICUT AS PREPAR-D AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. VOL 228/PG 323 ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFOIME_D IS A PROPERLY/BOUNDARY SURVEY CONFORMING TO THE STANDARDS OF LIMIT OF AREA o ACCURACY FOR HORIZONTA T E GLASS A-2 AND A VERTICAL CLASS T-2. \ \ \ \ \ \ \ \ S o BE DEEDED TO TOWN AREA = 13,9661 SF \ \ \ \ \ \ \ \ \ \ \ \ LENGTH= $ 96 LF BOUNDARY DETERMINATION CAEGORIES ARE AS FOLLOWS: -THIS ISA RESURVEY OF THE F.iVTiRE PARCEL. -PROPOSED SUBDIVISION LOT LINES BASED ON AN ORIGINAL SURVEY i� \ j�\ \ \ \ \ \ \ \ �\ THIS SURVEY WAS PREPARED TO DEPICT THE ORIGINAL BOUNDARY AND EXISTING CONDITIONS OF THE SUBJECT C> 2 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ t \ \ \ PROPERTY FOR DEVELOPMENT OF A RESIDENTIAL SUBDIVISION. N/F y'13 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2.)1 COURSE BEARINGS DEPICT:D HEREON ARE BASED ON MAP REFERENCE No.2 ANDREW & LORI DEL UCIA \ \ \ \ \ \ \ \ \ \ \ \ �, LOT 44 \ \ ` \ \ \ \` \ , \ \ \ \\ 3.) BASE FOR ELEVATIONS '.r.,TED HEREON: APPROXIMATE NGVD 1929. VOL 329/PG 447 qa \ \ \ \ \ \ \ \ \ ` I = \ 4, THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP No. 26 AS LOT 5 60T 5 \ \ \ \ \ \ ` \ \ AND HAS BEEN ASSIGNED AN-DDRESS OF 376 KITEMAUG ROAD, MONTVILLE, CONNECTICUT. % # \ \ \ / \TOTAL REA -4 425\ 47f \BF \ \ \ \ \ \ \ \ \ \ \ 5.) THE SUBJECT PROPERTY REFERENCED IN THE FOLLOWING CONVEYANCES RECORDED IN THE TOWN OF \ \ \ \ \ \ \MONTVILLE LAND RECORDS: V11"LU'ME 1 1 4 PAGE 339. METAL \ \ \ \ \ \ \ \ oo \ \ \ \ \ \ \ \ \ GUARD RAIL 6•) THE SUBJECT PROPERTY CONTAINS 9.77± ACRES. (425,447± SF) S NE FbIJNDAT N \ \ 7.) THE SUBJECT PROPERTY IS LOCATED IN ZONE R--80. RE INS � \ \ \ \ 8. UTILITIES IN THE PROPOSE�3 ROAD WILL BE UNDERGROUND. PIPE HEADWALL1. ) (FND) \ \ \ \ \ \ \ \ \ \ \ \ DEL\\TA -,21 59 , 9.) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN i \ AR'C LENGTH - 1 .9 , �\� COMPILED IN PART FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR \ \ \ \ \ \ \ \ \ \ \ �XISTING \ , RAbIUS 34 ,40 GOVERNMENTAL AGENCIES, PROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE \ \ ` D IVEwAY CHOR = N2R04 '08 13 19 \ , ` CONSIDERED AS APPROX")4-E iN NATURE, ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE / / � \ ` _ EXISTENCE OF WHICH ARE UNIG�!OWN TO GME ASSOCIATES. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH N F , \ \ \ \ \ \ \ �EAD ALL FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO NORBERT M. & \ , \ CONSTRUCTION. CALL BEFORE YOU DIG 1 -800-922-4455. i i \ \ 1 \ \ \ \ I DEBD RAH M K S TRA D \ ` AT I THIS IT I LOCATED IN COASTAL AREA MANAGEMENT LO COS L EN LOT 45 / \ ` 10. S S E SZONE. # �3 \ \ \ \ I I 6 \ ` I I AT IN A F HAZARD / \ - 11. SITE S NOT LOCATED , FLOOD Z RD AREA PER FIRM. \ - l ' - 1 P 4 / VOL 9 G 69 0 0 I OL �1 1 I / / G I I 1 h \ - III! -III E O >. ... IVR 12.E ANY REQUIRED PI,'B-C IMPROVEMENTS MUST BE COMPLETED WITHIN FIVE (5) YEARS OF APPROVAL DATE. i I \ 13.) AN RON PIN OR DRILL FiOL.E TO BE SET AT ALL LOT CORNERS. A MONUMENT WILL BE SET AT ONE i EXISNG WELL / ���� / / / ' l� } APPROXIMATE AREA ��� FRONT CORNER OF EACH LOT. F�O��S i ,/ > `:.> I:p = OF EXPOSED LEDGE 14. THE TOWN OF MONTVIL_L. ZONING ENFORCEMENT OFFICER MUST BE NOTIFIED 48 HOURS IN ADVANCE OF 1 <>:>::>.:. ) T F N."�R TI N F ANY IM /I , ;.: _ �\ / THE COMMENCEMENT 0 CCS UC 0 0 IMPROVEMENTS WITHIN THIS SUBDIVISION METAL 15.) A WATER ANALYSIS WIL_ BE REQUIRED FOR EACH WELL IN ACCORDANCE WITH THE REQUIREMENTS OF \�j� CONNECTICUT PUBLIC HE�ALT CODE. / FLAGPOtt / \\ �. , GUARDRAIL 16,) BEFORE WELL PERMITS 0AN BE ISSUED FOR ANY LOT APPLICANT MUST RECEIVE A WAIVER FROM THE / CONN,--CTCUT DEPT. OF PUBLIC HEALTH WAIVING INTERCONNECTION TO THE KITEMAUG ORCHARD ASSOCIATION WATER S"STEM; OR IN THE ALTERNATIVE INTERCONNECT TO THE KITEMAUG ORCHARD WATER SYSTEMS. NIF 17,) A 2000 DOLLAR E & S BOND SHALL BE REQUIRED IN CONJUNCTION WITH EACH INDIVIDUAL APPLICATION FREDERICK L. & DEBRA R. CHURCH 1 ' a FOR A ZONING PERM'. 1 \ � ' ' f J � �� / � � ,� / / �� / ; j /� DELTA = 75 05 29 \ , ( ( l l / / / / / � / ARC LENGTH = 123.32 LOT #46 \ \ / / �'� �� / / / j� ^ CL&P RADIUS = 94.09 VOL 235/PG 294 l �-- �� i / #3856 CHORD - N25 25 36H E 114.68 PAINTED L&p YELLOW LINE # L/ , t o / / // / - /X / RICHARD S. III, & MARYANN E i \ l / / - - - / l /= / - ' / DONNELL / / ��� T LO #11 B C) / / / //� VOL 301 /PG 406 / DELTA = 28'02' 10" \ •�� / / , / l / l /� ARC LENGTH = 112.68 Y sb / RADIUS = 230.27 /CL&P -- CHORD = S48 57 15"W 111.56 / LEGEND N/F STEPHEN B. TREADOW JR °°�' 6 i / °° a CL ��� � � � � � � � . � #6,'56 NSF NOW OR FORMER! LOT #5A VOL VOLUME ti (F�rD} VOL 429/PG 674 / / / / / PG PAGE QUALITY CONTROL CERTIIFICATION N/F '�'� S6C*06'21 *E 88 / ' , % / / �� % SF SQUARE FEET DATE JOSHUA A. & �'s0o ' ��• / J / ■ MONUMENT TO SET GROUP REVIEWED r r e ROBIN M. ZUCKERMAN \asr 1 'a� "`" / / j' / PROJECT MANAGER c a iy , // / N/) IRONPINDRILL SURVEY ,Y-� �,_ . �. LOT 48 ROBERT W. & RITA A. DAWLEY HOLE TO BE STET ENVIRONMENTAL VOL 333/PG 205 I r. Roo � 3 � LOT #1 1A CIVIL % v�, d�.Hl 40 20 0 40 (PND} / VOL 36 'PG 731 STONEWALL STRUCTURAL (FND/ / ARCHITECTURAL GRAPHIC SCALE IN FEET FENCE FILE 34924 A EROSION I AND SEDIMENT CONTROL PLAN (SHEET 4 OF 4) CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE FINAL SUBDIVISION APPROVAL GRANTED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN SIGNATURE DATE DATE OF COMPLETION OF ALL WORK Q� N 0 } w N 00 . G) C7 m co 00 CID N00 X 0 U Lli as (/) O E w O P4 w 0 f.0 � ►-� M o � � E z � U 8 w o (D z(D o 0 cc 3� > w OO 00 Ecl) W _ z '+ V 3 0 V) z w w W W a w ICAO 0 ofo u N 0 N V) Z Q � z o Q I- �0 U 0w U o LL V zz 0 L Qo 0 0 0 w <C Jw! I- Lki m � Y -� C.� Q O F_ X W Q� O Q C � m m � I (f)t� � I OLLJ o o v z z w LL D z 0-10 w o = O -j a- m o o0 u Li - DATE: 02/14/2005 giw& GNATURE DATE SCALE: 1 ))= 40' TO MY KNOWLEDGE AND ,BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT A ISE T EON. SHEET V;kla �► 9679 F� .ter J� RICHARD H. STROUSE, L.S. , ; 1�,�ti #9679 DA �� .. } w = m z Lli (/) O E w aU Z � z o V) w OO _ z V) z w w > a w 0 0 ofo W N 0 N Q o U 0 0 Q� O Q C � m m � I (f)t� � I OLLJ o o v z z w LL D z 0-10 w o = O -j a- m o o0 u Li - DATE: 02/14/2005 giw& GNATURE DATE SCALE: 1 ))= 40' TO MY KNOWLEDGE AND ,BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT A ISE T EON. SHEET V;kla �► 9679 F� .ter J� RICHARD H. STROUSE, L.S. , ; 1�,�ti #9679 DA �� .. / '9 N F cq�� N/F -.,"c pN _ TEST HOLE DATA TEST HOLE #7 PER UNCAS HEALTH DISTRICT PERCOLATION RATE HOWARD W. ELE & pNT GREGORY P. HOPKINS 92� T - 0"-4" TOPSOIL PER IAN COLE C.S.S. HOWARD R. BEETHAM, JR. & TONI J. DESTEFANO cq�cpNT'40 JP53 - OBSERVED ON AUGUST 4, 2004 4-38" BROWN SANDY LOAM TIME LOT # LOT #16 LOT #7A `� - TEST HOLE 38-62" GREY MEDIUM COMPACT SANDY TILL (MINS) 026005-000 VOL 335/PG 350 _ - - VOL 436/PG 556 - - _ - LEDGE AT 62 0 5" 4.4 20„E 0"-10" TOPSOIL NO WATER OR MOTTLING 5 8.5 N$ _ 10-32" BROWN SANDY LOAM 10 11 32-80" GREY MEDIUM COMPACT SANDY TILL TEST HOLE 8 15 12 172,44 PROVIDE A CONTINUOUS LINE OF NO LEDGE, WATER OR MOTTLIN # N F 9,3 20 SILT FENCE. MAINTAIN THROUGHOUT G LEDGE AT 35" 20 14 / c4< CONSTRUCTION (TYP.) TEST HOLE 2 JOHN L. & LOIS M. MUNTON c TEST HOLE9 30 15 # 35 16 LOT 41 �� N F 0"-10" TOPSOIL 40 16.75 # \ �'' cg „ 0"-4" TOPSOIL VOL 67/PG 30 ELAINE R. SUPLICKI 10-33 BROWN SANDY LOAM 4-32 BROWN SANDY LOAM 45 17.75 20' PROPOSED ` �/ LOT #6 '3CB 33-78" GREY MEDIUM COMPACT SANDY TILL 32-76" GREY MEDIUM COMPACT SANDY TILL 50 19 ADOmONAL AREA TO 8E WELL VOL 462/PG 491 NO LEDGE, WATER OR MOTTLING NO LEDGE, WATER OR MOTTLING 55 20 � CONVEYED TO THE TOWN OF AREA = 44p498± 60 21 SF TEST HOLE #3 TEST HOLE J10 PERCOLATION RATE: 5MIN/INCH MONTVILLE FOR ELBERTA PLACE .. \ 0"-9" TOPSOIL t wz°' �� ��• `� 1, 02± ACRES „ 0"-8" TOPSOIL AREA=11 416E SF io c ¢ J, 9-52 BROWN SANDY LOAM N pRCws ��, 8-26 BROWN SANDY LOAM TIME: 026/005-001 w ARC LENGTH �189.02� Z �p� �` �S`� 50� CA ��\ 52-80 GREY MEDIUM COMPACT SANDY TILL 26-83" GREY MEDIUM COMPACT SANDY TIL 0 4.5 w` CHORD LENGTH 120.0 d O . i PROPOSED UTILITIES EXISTING UTILITY EASEMENT NO LEDGE, WATER OR MOTTLING „ L 5 g DELTA = 180'30'03" S o �""� a'lf .0 'o LEDGE AT 83 ::::: N +c 4 0. >,;:-`'- (VOL. 462 PG. 492) ACQUIRED FROM SUPLICKI NO WATER OR MOTTLING 10 10.75 Q o RADIUS 60.00 TRS 33 �� ,os IS TO PROVIDE UTILITY SERVICE FOR LOT TEST HOLE 4 15 11.75 z RDos.� `,�� cL&P 026,/005-001 NO EXISTING UTILITIES IN KITEMAUG RD. "20 12.5 0 -1 1 TOPSOIL ARC LENGTH 4ne;.83' , Og ``' ``'.... #7991 ( }TEST HOLE #11 - ' �_:_>:_>:>:.:<.: EXISTING 11-38" BROWN SANDY LOAM 25 13 w ff „ T CHORD LENGTH 4.64 0 1 r 2 OP SI OL 30 i DRIVEWAY 1 D SWAY 3.5 = FENCED ce cB 38 73 GREY MEDIUM COMPACT TAN 2.62 CT SANDY TILL 1 - 2 33 BROWN 35 SAN 1 \ DY LOAM 4 i Pool NO LEDGE WATER OR MOTTLING 40 14.5 DELTA = 55'17'52*PROVIDE Arm -TRACKING AREA :50 33-72" GREY MEDIUM COMPACT SANDY TILL 45 15 EXISTING MANHOLE RADIUS = 5.00' PAD DURING CONSTRUCTION � 0 �� 1ROD50 TEST HOLE #5 LEDGE AT 72" 50 1 TF = 11,89 NO WATER OR MOTTLING PROPOSED INV IN = 1 1 9.85 PROVIDE GRANITE POST 1 _ -----50 CONCRETE GATE 5.5 INV OUT = 110.75± - - S84'06'46"E R PROViES BURIED COVER SHEDS T, ��B \ 92] 0"-10" TOPSOIL 55 16 HELTCO 3.56 \ s2 � 93 p�20Sp ►gyp cq�c i,Q N/F 10-34„ BROWN SANDY LOAM TEST HOLE 12 60 16.5 i q0 34-78 GREY MEDIUM COMPACT SANDY TILL # PERCOLATION RATE: 10MIN INCH POLE HELTCO 956 c� 8 p GATE '� CgCC A k ��, wp) `PATRICK J. &' PATRICIA J. „ 0"-9" TOPSOIL / E L #9175S 1 MON28ESET tiT NT �� \ B E R T A ,�� ,�� DOUGHERTY LEDGE AT 78 9-34" BROWN SANDY LOAM NO WATER OR MOTTLING TIME: 026/005-004 1 16'11 E Q© PROVIDE SPECIAL RIP RAP �' 34-68" GREY MEDIUM COMPACT SANDY TILL 0 4 P L A C E +� \ LOT #8 NO LEDGE WATER c �9 95 N2 EOSET1 �° LEVEL SPREADER / /' �,� -0 W. LOT E 0 R MOTTLING 5 10 96-1 � VOL 134/PG 495 TEST HOLE #6 10 12 CHAIN 51 �,y$ �y6 PNI28ESET Dip, �� \ 0"-10" TOPSOIL TEST HOLE 13 pNT 960 , 959 X 0.5.P, RAD PNT=50' IPIPE51/� p_ 15 14 MON28 SET / 10-32 BROWN SANDY LOAM 0"-3" TOPSOIL 20 15 - k. / � 32-52" GREY MEDIUM COMPACT SANDY TILL 25 16 3-43 BROWN SANDY LOAM STING INVERT TO BE VERIFIED REMOVE t50' - 958 \ #704 (FND� LENGTH = 25.00, 93 - , LEDGE AT 52" �y 30 17 �4T TIME OF CONSTRUCTION OF STONE WALL MON2BESET TAN = 12.77 c 8 43-82 GREY MEDIUM COMPACT SANDY TILL DELTA = 28'39'06"<c P NO WATER OR MOTTLING 35 18 S84'06'46"E MON2aESET �` �.A T - WATER @ 43" 40 19 1 79 O „� „� RADIUS = 50.00 NO LEDGE OR MOTTLING Sp PROVIDE GRANITE POST--25��' LOT #026/005-002 Os �.�+j'S CHORD BEARING = S34'57'29"W \ 973 45 20 IFFREY 20 ELBERTA PLACE54 $'S pCHORD DI';TANCE =24.53 S'CL COMDR@PL&PC50 22 1PIPE54 �y g0 / �. TEST HOLE# 4 S. ILLIPS ARC LENGTH = 6.05 r / AREA = 80,044-+ SF g ' \ 55 23 LOT #42 CHORD LENGTH =5.68'' sig. 1.84E ACR / �. � �p 0 -3 TOPSOIL 60 DRY ll ES -�� RELOCATE DRIVEWAY do 3-38" BROWN SANDY LOAM PERCOLATION RATE: 5MIN/INCH VOL 361/PG 498 TAN 3.45 r SS AS TH \ \ ,� ` PROVIDE AN II -TRACKING 38-77" GREY MEDIUM COMPACT DELTA = 69 17 02 \ • ss, �• \ PIPE #15 ,� \ \ 50 / ENTRANCE (� DErAIL) C SANDY TILL RADIUS = 5.00' A �� ; F (FND) \ 'A� \ WATER 0 38" DESIGN DATA LOT #x/005-001 o Y PROVIDE ANTI -TRACKING DRAINAGE EASEMENT AND RIGHT TO DRAIN .. \ \ stn NO LEDGE OR MOTTLING C; PAD DURING CONSTRUCTION 50 � '� \ \ \ 'Q �� 9 74 PROVIDE SANITARY MAN LE ^ r" �� IN FAVOR OF TOWN OF MON1111LLE I \ \\ \\ \ \ \ CL COMDR@P / .� PERCOLATION RATE = 10 MINUTES/INCH • N F 4 BEDROOM RESIDENCE REQUIRES TI= 119. `. � � PROVIDE BURIED � �' AREA 12OOf SF /•O� 3 1 \ \ \ \ \ \ \ „� \ / � , � )p 0 / TEST HOLE L E # 15 INV IN NORTH - 112.71 93� y , UT�mES 972 ,y� 20' 9s o FOOTI \ \\ \\ \ \ �, \ / _ rR� o MICHAEL P. DAHLICE 0"-4" TOPSOIL 660 SF OF LEACHING AREA INV IN SOUTH = 112.71 c.44c Q �� PNT28ESET �y0 �� �' RDS DRAIN - \ T1� i9� Rpt? LOT 9 4-41 " BROWN SANDY LOAM PROVIDE (3) - 75' TRENCHES (48" WIDE) INV OUT = 112.61 IONTO '� _ - - 3 \ \ \ > P3 \ 6, # _ EFFECTIVE LEACHING AREA = 675 SF VOL 228/PG 323 41-86" GREY MEDIUM COMPACT SANDY TILL PROVIDE A 1250 GALLON 2 -COMPARTMENT TANK i 971 I W tl1 I \ \ 11/ / 34.04 OTLEDGGE OR MOTTLING _ ARC LENGTH = 129.94' � / t � \ \ \ \ \ \ CHORD LENGTH = 106.0' \ < ` PNT28ESET IUJ 0 Z p \\\\\ \ 975 M.L.S.S. REQUIRED - 16 x 2.0 x 1.2 = 39' TAN = 113.05 �\ ,� �' I 0 zLAJ �� \ \ S21'20'38"w l � / CL COMDR@IN � M.L.S.S. PROVIDED = 75' LIMITS OF AREA TO DELTA - 124'05'09" " A,p` ��,� / W 0 II - -=- \ \ 102.72' / S09'40'13"E RADIUS = 60.00 \ _ �i0 i I 05 I BE DEEDED TO TOWN DESIGN DATA LOT #026/005-000 tc! e I m W I ! 78.98' .9 20 I lei t / l `9 962\ AREA = 13,966± SF I _ \ MON2 LENGTH = 865± LF PERCOLATION RATE = 5 MINUTES/INCH l / v- \T c�,�/�0, \ / I________ ,�"- �� T\ / , 4 BEDROOM RESIDENCE REQUIRES N L--- M.L.S.S. %%% I \ PAINTED M.L.S.S. REQUIRED = 10 x 2.0 x 1.0 == 20' 977 / /' 1 �' i � YELLOW LINE M.L.S.S. PROVIDED = 660 SF OF RESERVE AREA CL C M 0 D @IC N/F \ / �,� o ��, DESIGN DATA LOT #6/005-002 ANDREW & LORI DELUCI,4 , PRP t #, �`� LOT #44 I WELLED LENGTH = 96 4'S / j s f i /y C3 DELTA = 21'35'59" TO BE CONNECTED TO SEWER VOL 329/PG 447 1 co -" �S TAN = 52.35' `� / �! ,�9 4c ,off ARC LENGTH = 130.97 PROPOSED ' .Ni 20' RP�� DELTA = 55"15'35" �� �115 i _T ' 1� /,-RADIUS = 347.40 f DATA LOT #026 005-003 RADIUS = 100.00 t �+� CHORD LENGTH = G 130.19 WELL CHORD BEARING = N48'58'25"W / , ; �` � - ``7 TO BE CONNECTED TO SEWER �\ I 50 LOT #026/005-001 CHORD DISTANCE =92.75'/ 384 K/TEMAUG ROAD �-��6. 93 0 % ��, AREA = 80,008-± SF �/ I v> \\ METAL DESIGN DATA LOT #026,1005-004 Cq ? 1.84E ACR PROPosEO 18 wl / �// 970 � GUAR R �C ES / PAVED SHARED eRIvEwAY PNT28E': f 76 �� D AIL PERCOLATION RATE = 5 MINUTES/INCH 983 / CL COMDR@PL\ v�-T'H4 BEDROOM RESIDENCE REQUIRES / /CL COMDR OCi 978 / \ s ` 660 SF OF LEACHING AREA 1. P1P ' 20' / CL COMD POC / �� / \ HEADWALL PROVIDE (2) - 110' TRENCHES (48" WIDE) EFFECTIVE LEACHING AREA = 660 SF I P�PE55 i -J- 9 32"W / - \�- / _ 979 EXI STI PROVIDE A 1250 GALLON 2 -COMPARTMENT TANK N/F NORBERT M. & DEBORAH M. TRASKO LOT #45 VOL 109/PG 694 933 cq� C N/F FREDERICK L. & DEBRA R. CHURCH LOT #46 VOL 235/PG 294 902 CALC PNTADJ QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER �/Y (, SURVEY 9 ENVIRONMENTAL �,�� �, #6 56 CIVIL# r STRUCTURAL pNT VOL 429/PG 674 ARCHITECTURAL 434.81 1 FILE J4924 .3 CL \ COMDR®PC&PL NG LOT G 20 , / STONE FOC'.DATION ISTING 026/005-000 -/ --� � REMAINS RIVEWAY 50"� M.L.S.S. REQUIRED = N/A -,PC AREA = 80,008-+ SF / M.L.S.S. PROVIDED = 110' M ETAL GUARDRAIL \; H��, / PNT28ESET cq�C l'NT 56.5 jY ARC LENGTH OS' 123.32' DELTA = 10 CL&P RADIUS = 94.09' ,1 ',`� - / / ,� #3856 961 CHORD LENGTH = 1 14.68 MON2BESETTH / LOT #026 005-004 RICHARD S. ill, & MARYANN E / PAINTED DONNEL L 50, �, // / �/ �- 1=1TEMAUG )ROAD / _ GUY L&P YELLOW LINE I / QF AREA - T t S 7 LOT#118 / t TH ? 6�/ ' / # V \ I ,2 �2 1.84-+ A E OL 301/PG 406 50' -"-_ - -'"�` �/ / / fir, 943 #8 DELTA = 17'07'08" , p ARC LENGTH = 68.80 _i TRS R �, '/' �� ` // / / ��// / 50' NT �DX�C �2 GTH RADIUS CHORDLE 30.27' 68.54 /// / T" c # / TQ�,c� TAN 34.66' / / � Roos / 2 '`� DELTA = 10'55'02" DRAINCL&P/ tiS 7`�2 �' h�� F0011MG � /�/ / / � ARC LENGTH = 43.88' N, #665 CHORD LENGTH = 43.81' !y 2RADIUS = 230.27 9 N/F N6 S¢ 0 TAN 22.00' (FNpj 7j el 3� /r' NOW OR FORMERLY STEPHEN B. TREADOW, JR \� 6# \ N CL PG ©D9 56 111009# S?s 9 LCT 5A �' �,�� �, #6 56 LOT FRONTAGE DH560�, �C pNT VOL 429/PG 674 20' 434.81 N/F qa8 ¢ 0*06'21 mW 025/005-001 ELEVATION - -114- - 80,008 SQ FT p JOSHUA A. & Nr 964 c' ' j 025'/005-002 '944 044c m ROBIN M. ZUCKERMAN PNT28ESETN6a�0�. 197. 41 FT 025/005-003 TEST HOLE LOT #4B 80,004 SQ FT 137.78 FT N/F VOL 333/PG 205 97,6 8 PROPOSED STONE RETAINING WALL SDE BURIED ROBERT 41. ununEs ,3� & RI TA A. DA WL EY 57 DH57 NT z 1. ROD LOT #1 1A (1�N�;) 026/005-004 r� 0 C �c pN --ter � VOL. T 13 5/PG 731 180.07 FT o o 0 Q 59 0 9n (10 SCALE: 1 " = 40' 1ROD5 x 936 LEGEND N/F NOW OR FORMERLY SITE DATA TABLE VOLUME PG LOT # SQUARE FEET LOT AREA LOT FRONTAGE 026/005-000 IRON PIN OR DRILL � U 80,008 SQ FT 434.81 FT 025/005-001 ELEVATION - -114- - 80,008 SQ FT 229.75 FT 025'/005-002 STONE WALL m 80,044 SQ FT 197. 41 FT 025/005-003 TEST HOLE TH# 13 80,004 SQ FT 137.78 FT °-� PROPOSED SILT FENCE U PROPOSED STONE RETAINING WALL (181.17 AT GRAPHIC SCALE IN FEET z w0 El� SET BACK LINE) 026/005-004 r� 0 O 80,001 SQ FT 180.07 FT LEGEND N/F NOW OR FORMERLY VOL VOLUME PG PAGE SF SQUARE FEET m MONUMENT TO BE SET 0 IRON PIN OR DRILL � U HOLE TO BE SET FF FIRST FLOOR ELEV ELEVATION - -114- - EXISTING CONTOURS i14 PROPOSED CONTOURS Qo U STONE WALL m BUILDING SETBACK LINE 104 INVERT ELEVATION --TH#1 TEST HOLE TH# 13 PROPOSED TEST HOLE W W Y J STONEWALL °-� PROPOSED SILT FENCE U PROPOSED STONE RETAINING WALL 40 20 0 40 GRAPHIC SCALE IN FEET N O N 0 rn 00 ~� 00 p 00 � c 0 s a U U cc U� co 0 3 �E v U tm ' c Z r 0 3 � � (CD: I~ a� m (E� n bA o T N W 0 U Q i- I- � Z Q0 Q 0 z _J � U V) 0 n OLli LL U 0z >ow Q cn cry z C.L Qo U m of W :2 ~ w z U� W W Y J Z V) m If w Y Ld :D Q- V) L z w0 El� v = Q r� 0 O W V) w z 0 o o 0 Q 0 Q m w z � V) w � Q w � � cn cri _ 0L Q cn cry z C.L m C) cv W w z w z 0 CD N N 0 Z O z LLJ z z Y Ld z a z w0 El� z v = 0 O -1 O wz o w z 0 o o 0 Q (10 SCALE: 1 " = 40' z Li � EL > w a w Ln T) Of Ld 0_ L0 Lf-) (.0 O 0 0 ZN Q Q _ � Q � � cn cri _ 0L Q cn cry z C.L m C) cv w z w z 0 CD N N 0 Li O z LLJ z z Y Ld Ir v O 0 w 3: Qz v = 0 O -1 a- DATE: 2/14/05 SCALE: 1 " = 40' SHEET 2 OF 4 PROPOSED RESIDENCE FF = 121.0' 120 INVERT AT HOUSE = 116.( 11E DA TUM ELEV 105.00 r LC N qk W U LLJw w w w a PROPOSED SEWER MH TF = 119.75 INV IN = 115.25 INV OUT = 115.15 1+00 1+50 LOT 0261005-002 HORIZONTAL SCALE 1" = 30' VERTICAL SCALE 1 " = 3' QUALITY CONTROL CERTIFICATION PROPOSED RADE DATE PROJECT MANAGER I i ., E_STIN�CR SLOPE 0.6%, D E ENVIRONMENTAL FX/STAN J CIVIL 35 PVC SEW R PIPE STRUCTURAL U �S'r�NG ARCHITECTURAL o ED c �z Q C)z 0. �o Ld CE 1= w z F- Wck; z vi _ � D m wLJJ 0 .� _J w Z 0 I i o� Ln c9 c0 o c9 cfl r c� o ; �i i 1+00 1+50 LOT 0261005-002 HORIZONTAL SCALE 1" = 30' VERTICAL SCALE 1 " = 3' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY F- , ENVIRONMENTAL FX/STAN J CIVIL fli �y 0- STRUCTURAL U �S'r�NG ARCHITECTURAL o ED FILE 34924 C 2+00 PROVIDE 135LF OF 6" SDR 35 PVC SEWER PIPE ExlsnNG SEWER MH TF = 116.89 PROPOSED INV IN = 110.85 INV OUT = 110.75+ 1 �E R T s PT s C PROVIDE 155LF 0 8" SDR 35 PVC r SEWER PIPE PROVIDE 125LF OF 6" SDR 35 PVC SEWER PIPE PROPOSED RESIDENCE FF = 129.0 12( INVERT AT HOUSE: = 119. 11E Uwe DATUM ELEV 105.00 r T C", / LOT # / 026 005-002 C7 PROVIDE SEWER MH �> \ \ 120.5 H. cl r, 50' 50' , 1+00 1+50 LOT 0261005-003 HORIZONTAL SCALE 1" = 30' VERTICAL SCALE -1" = 3' 2+00 PROPOSED SEWER MH TF = 119.75 INV IN = 115.25 INV OUT = 115.15 120 11t I o] DATUM ELEV 105.00 iD 00 i LLj F- J z FX/STAN J o F- �-�- 0- � U �S'r�NG = o ED c �z Q C)z 0. �o Ld CE 1= w z F- Wck; z vi _ � D m wLJJ 0 .� _J w Z 0 :D0- w > � 0 z w SCCA � Z Q z to O IlL 2.829• O Q CAPE 3 •0 q d 8 � 6'' O 0. IL 35 vC SEWER vC p'°f Q� w } w a bi N O �t N N N N UN CQ cC 0� a 1+00 1+50 LOT 0261005-003 HORIZONTAL SCALE 1" = 30' VERTICAL SCALE -1" = 3' 2+00 PROPOSED SEWER MH TF = 119.75 INV IN = 115.25 INV OUT = 115.15 120 11t I o] DATUM ELEV 105.00 iD 00 1-#00 1 4-.t.0 2+00 ELBERTA PLACE HORIZONTAL SCALE 1 " = 30' �'TRTICAL SCALE I " = 3' 2+50 EXISTING SEWER MH TF= 1 16.89 IN IN = 110.85 INV OUT = 110.75 M ° •� m 00 a� O C%4 006 0000 00 X Ocu O u- 1 U �E v 0 ;E w w bla rA 0 U i LLj F- J z M J o F- �-�- 0- 0 ILLV U �S'r�NG = o ED � �z Q C)z 0. �o Ld CE 1= w z F- Wck; z vi _ � D m wLJJ 0 .� _J w Z 0 :D0- w > � 0 z w SCCA � Z Q z to O � 2.829• O Q -1 d 8 � SPR JS PP O 0. IL DATE: 12/13/2004 w vC Q� w } w a bi N O N Occ N 1-#00 1 4-.t.0 2+00 ELBERTA PLACE HORIZONTAL SCALE 1 " = 30' �'TRTICAL SCALE I " = 3' 2+50 EXISTING SEWER MH TF= 1 16.89 IN IN = 110.85 INV OUT = 110.75 M ° •� m 00 a� O C%4 006 0000 00 X Ocu O u- 1 U �E v 0 ;E w w bla rA 0 U Q LLj F- J z M J o F- �-�- 0- 0 ILLV U w = o ED � �z Q C)z 0. �o Ld CE 1= w z F- Wck; z vi _ � D m wLJJ 0 .� _J w Z 0 :D0- w > � 0 z w :2 � Z Q z to O � U _ O Q -1 d z o �-- O 0. Q a M w = EL o �, = z � °- � m o o N � Ln d CE 1= w z a of cn z vi _ � I r, -t o oN 0 .� Li w Z 0 Z O a V) w > � 0 z w z w 2 7� Lu W w z � U _ O Q -1 d z o �-- O U IL DATE: 12/13/2004 w Q� w } w a bi un Ln (L/ O O w � D N Lr) Lo O O z '- N Q a 01 V EL o �, = L- w °- � m o o N � Ln d CE 1= w z a of cn z vi _ � I r, -t o oN 0 .� Li z whi z Lu O c_z� W S 0 U _ O Q -1 d m D O U IL DATE: 12/13/2004 SCALE: AS NOTED SHEET 3 OF 4 REFERENCE IS MADE TO 1. Connecticut Guidelines for Soil Erosion and Sediment Control, January 1985. 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. DEVELOPMENT Proposed Development will allow for a subdivision to create 4 additional building lots. SOILS The proposed site is composed of the following soil type: Soil Name "CrC" – Charlton–Hollis fine sandy loams, very rocky, 3 to 15 percent slopes. PMENT SCH It is anticipated that grading and construction activities will begin Spring 2005 and will be completed within 1y ear. SEQUENCE OF CONSTRUCTION – INDIVIDUAL LOTS 1. Install erosion and sediment control devices. 2. Provide non–tracking construction entrance at proposed driveway. 3. Clear, grub and rough grade proposed driveway and site. 4. Excavate foundation hole and begin house construction. 5. Install septic system or sewer connection and well, 6. Complete house construction. 7. Complete final grading and install driveway. 8. Loam, seed and mulch disturbed areas. 9. Remove erosion and sediment control devices after all disturbed areas have been stabilized. EVELOPMENT CONTROL PLAN Prior to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install all erosion and sediment control devices. The Contractor shall obtain a site inspection from the Town of Montville Zoning Enforcement Officer to ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay l3cle Installaticn & Maintenance" sections of this narrative hereinafter contained. Dust control will be accomplished by spraying with water. Existing catch basins, within the limits of construction, must be protected with an inlet sediment control device. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. During the stabilization period, all erosion and sediment control devices control devices shall be maintained in proper working order. The Owner's representative shall be responsible for checking all erosion and sediment control measures on a twice–weekly basis during the stabilization period and after each storm event. During the stabilization period, with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired and restabilized. Once stabilization has been completed and certification thereof obtained in writing from the Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed by the Contractor. FILTER BARRIER INSTALLATION REVIEWED & MAINTENANCE PROJECT MANAGER > 18" MAXIMUM SURVEY 1,) Dig a 6" trench on the uphill side of the barrier location. �. 2.) Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. ARCHITECTURAL MANHOLE JOINTS TO RECEIVE N 3.) Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. SHELF MAXIMUM aoj PACK ANNULAR SPACE WITH 4.) Inspect and repair barrier after heavy rainfall. V) D__ 5.) Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. o0 o 6.) Inspections and necessary repairs will be made twice–weekly. QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER > 18" MAXIMUM SURVEY PRECAST REINFORCED in k ENVIRONMENTAL �. ALUMINUM ALLOY MANHOLE CIVIL STEPS (12" ON CENTER) f STRUCTURAL �. SEAL TYPICAL ALL SECTIONS ARCHITECTURAL MANHOLE JOINTS TO RECEIVE N FILE J 4924 D BITUMINOUS CONCRETE LIP CURBING (TYP) PERMANENT VEGETATIVE COVER Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs, per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture Kentucky Bluegrass: 20 lbs./acre – .45 lbs/1000 sf Creeping Red Fescue: 20 lbs./acre — .45 lbs/1000 sf Perennial Rye Grass: 5 lbs./acre — .10 lbs/1000 sf The recommended seeding dates are April 1 through June 30 and August 1 through September 30. Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. FINISHED GRADE ADJUST TO FINISHED GRADE WITH BRICK COLLAR 6" MINIMUM -12" MAXIMUM STANDARD HEIGHT ECCENTRIC CONE SECTICN - STANDARD RISER SECTIONS AS REQUIRED PRECAST BASE SECTION FLEXIBLE MANHOLE SLEEVE WITH STAINLESS STEEL STRAP AND BOLT DENSE HARD BURNT BRICK INVERT (TYPICAL) 5 e TYPICAL MANHOLE FRAME AND COVER KNOCKOUT INLET AND SET FRAME IN GROUT OUTLET OPENINGS 18" MAXIMUM ' PRECAST REINFORCED in k CONCRETE MANHOLE TOP �. ALUMINUM ALLOY MANHOLE STEPS (12" ON CENTER) "0" RING MANHOLE RISER �. SEAL TYPICAL ALL SECTIONS 4'-0" DIA. .; . MANHOLE JOINTS TO RECEIVE N NON -SHRINK GROUT INTERIOR o Cn AND EXTERIOR (D X 0 Co o U_ 18" ABOVE TOP OF w w Of SHELF MAXIMUM aoj PACK ANNULAR SPACE WITH NON -SHRINK GROUT o I �- 6" MINIMUM CRUSHED STONE BASE UNDISTURBED MATERIAL TYP I CAL MANHOLE CROSS SECTION NOT TO SCALE FINISHED GRADE o ~moo ° ;\\ \ GRANULAR BACK FILL O \\�\\ > �,\ U o d7 \\\ v 3 -0 MINIMUM \\ o 0o \ NO �\ FINE SAND : Z ELECTRICAL, \�ul TELEPHONE AND CABLE 12" . 12. z_ TELEVISION i`—MIN MIN SERVICE BURIED CABLE TRENCH CROSS SECTION NOT TO SCALE 1\VLLLV V1\/'NVL_t_ L.)- ,L_ BITUMINOUS CONCRETE LIP CURBING CUT DETAIL NOT TO SCALE BITUMINOUS CONCRETE LIP CURBING BITUMINOUS CONCRETE (2) -CONCEALED WATER -TIGHT PICK HOLES (SEE DETAIL "B") BACKFILL \ AS DIRECTED ROLLED GRAVEL BASE) _UITUMINOUS CONCRETE LIP CURBING NOT TO SCALE REMOVE EXISTING PAVEMENT AND BASE MATERIAL 1.5' 4' SUBGRADE COMPACTED NATIVE MATERIAL OR BORROW TRACER // N TAPE D 1 /2 OD MI ..... , .................................. 1/4 OD 6" MIN. 8u 12" MINIMUM IN ROCK EXCAVATION TRENCH BOTTOM TRENCH SECTION FOR 4" BITUMINOUS CONCRETE (HOT MIX) SURFACE COURSE CLASS 1 (2 COURSES) OR MATCH EXISTING, WHICHEVER IS GREATER. (REPAIR PER CTDOT STANDARDS) EXISTING PAVEMENT BOTH SIDES SHEETING AS REQUIRED (TYPICAL) BROKEN OR CRUSHED STONE PER M.02.05 OF FORM 814A GRADING 'B' 12" FOUNDATION STONE WHEN UNSUITABLE MATERIAL OR ORGANIC SILT IS ENCOUNTERED AT SUBGRADE GRAVITY SANITARY SEWER NOT TO SCALE NOTE: 1. REMOVE ENTIRE WIDTH OF PAVEMENT TO PREVENT UNDERMINING (8)-1-1/2" DIAMETER BONDING HOLES DETAIL "B"- 1-1/2" (2)-3/4" DIAMETER HANDLING HOLES CONSTRUCTION ENTRANCE NOT TO SCALE PLAN CONCEALED \ WATER -TIGHT PICK HOLE NEOPRENE GASKET DETAIL "B" 24-112- DIAMETER NOT TC SCALE 23-7/8" DIAMETER 2-1/8' 3/4.. L� 3/4" coI I 1 -112 J 21-3/4° DIAMETER 3/4.. 6" 36" DIAMETER 6" 48" DIAMETER SECTION --o NOTES: 1. MANHOLE COVER TO BE SOLID AND WATER -TIGHT WITH NO VENT HOLES. 2_ THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. FRAME AND COVE NOT TO SCALE 2X2 5/8 16 GA. WIRE MESH d 1 1/2 \ Ki N �t i a co 2" 2" STANDARD D—BOX NOT TO SCALE FILTER 4" PE PIPE FILTER FABRIC I I ANGLE 10• UP SLOPE FOR STABILITY AND SELF CLEANING POST COMPACTED V���V�\\\�� 'N o BACKFILL SILT FENCE NOT TO SCALE —3' -- i TRENCH CROSS SECTION NOT TO SCALE 10'-6" CAST CONCRETE COVERS PLA CAPACITIES A B C 1250 GAL 61 51 48" 1500 GAL 69" 59" 56" PROVIDE RISERS TO WITHIN 4 x 46 x 6 6/6 GA. [AT I O ET FINISHED AND OUTLET GA. WIREIRE MESH WIRE MESH 24" PROVIDE OUTLET FILTER POLYLOK PL -122 INLET 3" VENT-�-= OUTLET LIQUID LEVEL------ CONTINUOUS EVEL ° CONTINUOUS HOT 4" OUTLET\ Q ASPHALT SEAL BAFFLE m 4" SCHED. #40 C) INLET BAFFLE a R + 4 60' GAS DEFLECTOR CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE OF ROAD m J." T OD KNOCKOUT INLET AND OUTLET OPENINGS 0 ' w V) �oc� in k LLJ N V w Q ryt o N Jf} J N v N � o Cn -AU (D X 0 Co o U_ Z w w Of aoj mIL � I V) D__ CAST CONCRETE COVERS PLA CAPACITIES A B C 1250 GAL 61 51 48" 1500 GAL 69" 59" 56" PROVIDE RISERS TO WITHIN 4 x 46 x 6 6/6 GA. [AT I O ET FINISHED AND OUTLET GA. WIREIRE MESH WIRE MESH 24" PROVIDE OUTLET FILTER POLYLOK PL -122 INLET 3" VENT-�-= OUTLET LIQUID LEVEL------ CONTINUOUS EVEL ° CONTINUOUS HOT 4" OUTLET\ Q ASPHALT SEAL BAFFLE m 4" SCHED. #40 C) INLET BAFFLE a R + 4 60' GAS DEFLECTOR CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE OF ROAD m J." T OD o M ' w V) �oc� in k LLJ w < V N0 Q ryt CD 0 N Jf} J N v OF ROAD 6" HIGHER THAN GUTTER -� GUTTER 8" HIGHER THAN GUTTER p OR R.O.W. LINE I VARIES 10' .1 10' SAG CURVE IN DRIVE OF ROAD OR R.O.W. LINE 6" HIGHER THAN GUTTER GUTTER -� � I (_ VARIES 10' 10' CREST CURVE IN DRIVE NOTE: ABOVE DETAILS SHALL BE USED WHERE A STORM DRAINAGE SYSTEM IN THE ROAD EXIST RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE \Mgk�M vM 12' BITUMINOUS CONCRETE DRIVEWAY 1 1 /2•� 2„ r - SHOULDER BASE DRIVEWAY BASE COURSE COURSE BITUMINOUS CONCRETE DRIVES NOT TO SCALE Q m J." T OD M ' t- o w V N0 Q C7 CD 0 CO CO o Cn C� (D X 0 Co o U_ w CD w w Of aoj � U V) D__ Q C 0 = o 0 O _ w 0 Li z oW Z Z I O __.I o0 o !0, z w U10 o 0 Q b � O � z U Q w w . � Y J Lv M D 0 d LL� cfl >,.� UO E Q 3 C: r U, oE W V) CO U 00 C;d 0 3 r ss O N O N _O V) O W LO 0 0 `15 O T c\1 U Q m z t- o w Q Q o Cn V)p Z a w CD w w Of � O V) D__ Q C 0 = o 0 O _ w 0 Li z o Z Z I O __.I o0 o !0, z w O LL_V wCL �z 0 Q b � O � z ES Q w w . � Y J Lv M D 0 W 0- LL� cfl G — Q UO E Q Z 0 LA U, V) 00 C;d Z O N O N _O V) O W Q m z t- o w Q o Cn V)p Z a w CD w w Of � z V) D__ Q C 0 = o 0 O _ w 0 Li z o 0 C I N to z w Li Li w _j I� � O � y O m 0z C Q CS w U LLI J Uj> UO E w SCALE. AS NOTED L, U, 00 Uj O N O N U-) LO 0 0 O T c\1 Q t- o Q o Cn - r NO o (Dc— Ln V) D__ Q C 0 = o 0 M N �t � 0 C I N o a z o w w _j I� � O � y O m 0z C Q CS w U LLI J UO E DATE: 01/27/2005 SCALE. AS NOTED SHEET 4 OF 4