Loading...
HomeMy WebLinkAboutSubdivision PlanA6�55C7�5 AAAP *11:*6 L.C7r 4* 0 IP S 89* -59 -le E 364.30' N 88* -591-15" E 139.89' D N 89*- -44 E 18 .11 DH S 36'-17'-4V' E 1 0 33.42 #37 #38 GIA F? #40 < V) C) #36 HELTCO\ m SHtR #6821 NE #35 TB5 wo RH DE ISL*1 DR DTP #102 ;00 0 op, #34 19001, \ r PERC A Q� #33 P4 `� \ LTCO�. o HE D*,� 10 1 #10459 0 \V TBS Q) #32 ` �%7 3i TBS ;� %\ to 2 1451 B 50. F -r. A_,5505501Z!5 AAAP DTP 7 1 L -or 41 #30 P \V C.7 14 , \ I #29 \ ' _'DTP #203 RI TBS 11pCP EXISTING f `�. \ 820 WELL #28 .51 rjv . ......... t90 .N \ i� � ,� ,/" �� DTP #20 re)TBS /<V #27 10v1 ��' \ TBS DTP #304\ Z44.27PROPOSED ' S TBS 84•-05' W WELL #26 DTP #30, :; 'ti,P E ` >> �i4 1 � \ � 1.05 P�5 � 349 -`'"f } 1 t�1R�` - \ tg57%LL LL1 24 402 5 H W' LA 1110. 'THIS" LOT WILL \\-POLY H 0 , . 4��l__- TBS a) REQUIRE ENGINEERED ON \to, #�3-� oo� 248.61 SEPTICII\ SYSTEM '-2!f E TBs 84�_05 P ' i 11 w ROPOSED C) TBS 457.4_*4 :50. 1=T1 WELL #22 21 0 20 00 L0 Lot to #18 to #19 • 17 loor NOTE: LOCATION OF ALL BELOW GROUND FACILITIES TO BE DETERMINED IN THE' FIELD X J16 NOTIFY "CALL BEFORE YOU DIG'p PRIOR TO ANY EXCAVATION OR E�,,RTHWORK. 88'=-•32'-44" W 86.85' 89* -551-37" W 151.21' IP; DH DH #15 4* msec *t LEGEND\ . MON 9 3 A 1" IN 8 MINS. MONUMENT TO BE SET TBS 13 1 0 IRON PIPE #14 #10 3A B 1" IN 9 MINS. 40 0 20 40 60 so 100 #8 DH 0 DRILL ROLE 3A C 1' IN 10 MINS. TBS 9 MARKER TO BE SET GRAPHIC SCALE X11 7 pi 3B D 1 IN 13 MINS.. STONEWALL #13 12 3B E 1" IN 9 MINS. EDGE OF WETLANDS DELINEATION �21 DESIGN FOR PERCRATE OF 1'" IN 10.1 TO 20 MINS. 60'. WETLANDS BUFFER BUILDING SETBACK UNE EDGE OF PAVEMENT DEEP TEST PIT (DTP) DTP #101 DTP #102 DTP #201 DTP #202 PERC TEST0 - Er TOPSOIL -HUMUS. 0 - icr TOPSOIL 0 - id, TOPSOIL - HUMUS 0 - i cr TOPSOIL HUMUS - 22' SANDY SUBSOIL 10' - 2-T LOAMY SUBSOIL 10* - 2Z SANDY SUBSOIL 10" - 32� LOAMY SUBSOIL p Po c. F"-6 F_ D IS Lq. PAVY-P AQP -014"22' liz FINE TO MED SAND 25" - 95" FINE TO MED SAND 2f - 96' FINE TO MED SAND 37' - 950 SINETO MED SAND FROM 'EQCEt Pc>AD1V_;A,1/ & STONE - FIRM & STONE - FIRM & STONE - FIRM STONE - FIRM cq AVF_L_ 0 COMPACT TO COMPACT TO COMPACT TO COMPACT NO WATER NO, WATER NO WATER NO WATER NO LEDGE NO LEDGE NO LEDGE NO LEDGE NO MOTTLING NO MOTTLING NO MOTTLING NO MOTTLING G A V41 C- INA A, --T-. d Jk EXC AVA-TV- I-C)P5C i ri 2, c. RA F,> F_ Co% ts-M vCr -5A-5E. W1 c o r-1 PA c --k 2' 11 ANK RU tit 0 DTP #203 DTP #204 DTP #301 DTP #302 i�. AUL�42UZ'A\)Wit- 1W iA"NrX 0 12' SANDY FILL 0 - if TOPSOIL - HUMUS. 0 --1 (f TOPSOIL - HUMUS 0 - 10' TOPSOIL N HUMUS 'D -F\ I \1 E WAY -D E7 I L_ 12' 30" LOAMY SUBSOIL it - 20f SANDY SUBSOIL 10" - 207 LOAMY SUBSOIL .10" - 20r SANDY SUBSOIL 30* 90r FINE SAND AND 2(f - 8T FINE TO MED SAND 20r - 56r SILT & FINE SAND 20' - 5T FINE TO MED SAND F MAj-,E:zj AL_ C F-OLA.�N 'F,, r4 ks STONE COMPACT & STONE - FIRM 5e - 9.e FINE TO MED SAND & STONE - FIRM 112,11 PER T--nol"r 'TONE ev WET SOME SILT NO WATER TO COMPACT 5 NO WATER FIRM TO COMPACT 58' - 96" FINE SAND & SILT WET NO LEDGE NO MOTTLING -NawTHIS SURVEY AND PLAR HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDED NO MPT17LING NO MOTTLED AT 34 MOTTLED AT 34!� WATER AT 64' AT STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE NO LOWATER GE NO LEDGE8T BY' THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC ON SEPT 24, 1992 BOUNDARY DETERMINATION IS BASED ON EXISTING MONUMENTATION, DEEDS & MAPS ON FILE DTP #303 DTP #304 THIS SURVEY CONFORMS TO CLASS A-2 STANDARDS 0 - 7" TOPSOIL a - 10' TOPSOIL -HUMUS Er - ar LOAMY SUBSOIL 10' - 3f SANDY SUBSOIL TO THE BEST OF MY KNOWLEDGE AND 3f - 100" MED COMPACT 32" - 95' FINE TO MED BELIEF THIS MAP IS SUBSTANTIALLY SILTY SAND SAND AND SILT FIRM TO COMPACT CORRECT AS NOTED HEREONMOTTLED AT 3f . WATER AT 85* MOTTLED AT 32' ;­ , 1-11- NO LEDGE NO WATER NO LEDGE V. ,A I DELINEATED THE INLAND WETLAND BOUNDARY ON THIS PROPERTY AT 1104 OLD COLCHESTER ROAD, MONTVILLE, CT. 010832IAM OF THE OPINION THAT THE WETL#ND. BOUN ARYUIUIC I KED IS SHOWN CORRECTLY ON THIS MAP. Ifs IN Sul MICHAEL, G. SCHAEFER. CERTIFIED SOIL SCIENTIST 7 n CT. LIC. 10. 14 OWNr-:12; . AA15510NARY 50CIM Or- CONNE.C11CUr .5C0VIV1M12.- 0AWA,-e Lt4fMt7CHUR(�H Or, CM51' .1104OL42 COL -C. W5TF1IZ R040AV MONTML-e, CT 1 O 1997 BRIAN E. S= L.L.S. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/SURVEYOR AND ARE NOT TO BE ALTERED, MODIFIED, OR DUPLICATED -IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. 1 12 07 87 "' t�l2c�Vlfi�lati 2 12/07/97 REVISED HOUSE AND SEPTIC LOCATIONS 3 MIN L -0,r Nzim 4 0,000 5F 2"As 5r 40516" 5F 45.x}5F AAIN I�C7r 12116/97 ADi)iEC> EXL$TI%4(s 0"1104FE STRoc.ToRCS 10 ?kAD V^ V^ ADDE0 L)RIVEWA`� L)EINIt- ROPOSF-D DRAWA&E Vw% IF DESCRIPTION 1070 rr. 1070.011 FT' 100-00 PY 99.5O F -r MIN rRc2w. YA4;v .00 Pf :49 r;r 0OFr 50 rT MIN Nve. YAJI Fv - 15F1'59 ry Iry F -r %r MIN W , AR 50 Pr 410 r -r r70 III 50 FT v^v^ OWNr-:12; . AA15510NARY 50CIM Or- CONNE.C11CUr .5C0VIV1M12.- 0AWA,-e Lt4fMt7CHUR(�H Or, CM51' .1104OL42 COL -C. W5TF1IZ R040AV MONTML-e, CT 1 O 1997 BRIAN E. S= L.L.S. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/SURVEYOR AND ARE NOT TO BE ALTERED, MODIFIED, OR DUPLICATED -IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. 1 12 07 87 REVISED NORTHERLY LOT LINE LOT 3A 2 12/07/97 REVISED HOUSE AND SEPTIC LOCATIONS 3 12/07/97 ADDED NOTES PER UNCAS HEALTH .DISTRICT 4 12/07/97 ADDED GENERAL NOTES 7 & 8 5 12116/97 ADi)iEC> EXL$TI%4(s 0"1104FE STRoc.ToRCS 10 ?kAD 12.11519 9 DATE ADDE0 L)RIVEWA`� L)EINIt- ROPOSF-D DRAWA&E Vw% IF DESCRIPTION REVISIONS rFIX EDLIKIL p R 0 D U G D tr BUJAR;ITS UIUL111! i 14 T El, A L11 C, . � ' �. 'l `tip` SITE _R0 m PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW' HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN ' 9 DO GORDOC RMAN OF TRUSTEES DATE BRIAN E. Sff-N;\LQS. DATE - DATE OF COMPLETION OF ALL WORK CHAIRMAN/SECRETARY DATE APPROVED BY THE CHAIRMAN OF THE MONTVII I E WATER POLLUTION CONTROL AUTHORITY, THE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER,. ASSESSOR, AND THE MAYOR SIGNATURE DATE CHAIRMAN W.P.CA SIGNATURE DATE HEALTH OFFICER SIGNATURE DATE PUBLIC WORKS DIRECTOR SIGNATURE DATE ASSESSOR SIGNATURE DATE MAYOR APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION SIGNATURE DATE CHAIRMAN OR SECRETARY 1. THE PROPERTY IS ZONED R-40 2. THE PROPERTY DOES 'NOT LIE WITHIN A FLOOD HAZARD ZONE. 3. THE INLAND "WETLANDS DEPICTED ON THIS MAR WERE DELINEATED BY MICHAEL SHAEFER, SOIL SCIENTIST. 4. CONTOURS. REFER TO APPROXIMATE NGVD DATUM 1927. 5. PROPOSED HOUSE, DRIVEWAY, WELL AND SEPTIC LOCATIONS DEPICTED ON LOTS 2 AND, 3 ARE, TO - DEMONSTRATE SUITABILITY OF LOTS FOR BUILDING PURPOSES. ACTUAL LOCATIONS AND CONFIGURATIONS MAY BE MODIFIED PENDING APPROVAL FROM THE APPROPRIATE TOWN AGENCIES. 6. ALL LOT NUMBERS AND STREET NUMBERS AS ASSIGNED BY THE -ASSESSOR. 7. LOT 3B WILL REQUIRE AN ENGINEERED SEPTIC SYSTEM. 8. ALL DRIVEWAY APRONS ARE TO BE PAVED TO A MIN. DISTANCE OF 15 FEET FROM THE ROAD. 5Y5Tt�M t?A'rAi (DESIGN FOR THREE BEDROOM HOUSE 675 SF LEACHING AREA REQ1D) LOT 3A:,, MLSS NOT APPLICABLE PRIMARY= 3-75' LONG BY 3' WIDE TRENCEHES = 675 SF LEACHING AREA PROVIDED RESERVE: 4-57' BY 4' WIDE TRENCHES = 684 SF LEACHING AREA PROVIDED MLSS DATA: DEPTH TO RESTRICTIVE LAYER=3Z, % OF SLOPE = 5.0% LOT 3E3: HF=28, FF=1.5, PF=1.5, MLSS=HF X FF X PF 63' MIN. PRIMARY= 4-65' LONG BY 3' WIDE TRENCEHES = 780 SF LEACHING AREA PROVIDED RESERVE= 4-57' LONG BY 4' WIDE TRENCEHES = 684 SF LEACHING AREA PROVIDED SCAT, 1 = 40' DATE: SUBDIVISION PL Al r NOVEMBER, 19971 so I]E) 0 Y DSGN/DWN/QHK: BES/BES/BES MISSIONARY SOCIETY OF CONNECTICUT DWG. #300-,010/si SHEET 1 OF 1 #1104 OLD* COLCHESTER ROAD OAKDALE, CT BRIAN E. SITTY B o LAND SURVEYOR WATERFORD CT. CT. UC. 'NO. 18832,