Loading...
HomeMy WebLinkAbout2004-3-25 - 19 John Fitch Boulevard - Septic As BuiltGV t-ZO-60Z7 'ON d'/W l 30 l 133HS ,OZ=u d •31dOS to-SZ'-c -*31 vo PvvS .l8 iUl?1� 8 'Jf0 O � co rn O O'Don�j� xa z z co zf'1 � � to 0 Oo z -� i� z o o z co z b � U' CC) o �o? M 0 W O ^^ �i s w � n 09 'l; oz = T[anl j ( mad m) Of 0z Ol alVOS DIHdVZID Zx86 NOUVA313 lOdS ONIISIX3 0 301A213S SVO i 1 301Aa3S 3NOHd3131 3 3 0121103I3 NOLLdOOI 'XO2Jdd`d 8dn0 'ONOO '118 310d 1H011 — cl 33N33 a00M 0 30N33 NNII NIVHO 0z 'O10 n0A 3aOd38 SAda ONIMOM OM1 99-vv-ZZ6-008-L pia n0A 32i0338 TWO - S3LLnLLn ONno80a30Nn 30 NOIIVO01 803 (13Sn 38 Ol ION SNbld 3S3H1=ONIN2ldM '(MO138 MON 33S) MOM ANV 30 18vis Ol 801ad 01313 31 t1 NI SNOI1dO01 Adnin iiv .kjw3A :310N '8Ol3V6iNO3 311S A8 0301A08d S3an10ndiS 03 an8 ONY santin 0Nno8D830Nn ONLLSIX3 30 NOLLVOOI / y / 6k .0/0 66 \ y Lx5 \ '6 \O \ \ �xo01 0 tood 80ZJ ` 6+ `o \ 3 J G as }a !of / o ( d(1) 6 \ Mopu!m /. uloaa 100 nayl anla4 rn 66 °4p9 �A iool j -ui3 a . Q XINO TdnO3 W S'+\ 83HSYMH SI0 V98LL0 Wlsd 6• / \ / S -a ( SNNIS NOW ) 'NIW , L/.*/ L o� &� _ OAd Ot, HOS .-0 �a}aW •-66- OOIB 0 S3dld SoO �+ .t• 001 iSIX3 �6. x Z o s� 6uJpJinB 6ui�sJx3 \�� ��d10 / 10 X66 d v+O 98L L0 W1S`d (MN 0Ad.8)69'46=I3 OO \ U *9'96=31 d X J('o a JGo / 'NIW ,L/.t•/L Z# 80 6• JO OAd Ot, HOS .-V 1SIX3 ` 00 0 x 9Ni0VOI ��' rn dY2i1 3SY3 �S 02 NIn s d4a6- y ONIISIX3 Al 9'L X Ol �/ G' �� �� Gi ANVI LLd-3H :��,9�,L \ X 0 t x O � \ � � c„ \ •'°� LSD+� � �o 66 to x 3dld 1H9ti 00 0Ad 8 \ (-4 NOLLY001 'XONddV i O S'6Z N>/ X d 00 + °� 0 X08 NOLLn8RLLS10 -. LZ ,L'8£ - H " V IYnO3 03AOM SA' 80 ONIOYOI OZ-H S11Nn oaYONYlS 00Nn1021 3Sn •^ x - ,679 ,£'6L 3 °v " (801OV61NOO 83d 03-1IY1SN1) ,£'9Z .9'Sl - � S80IV81-113Nf A11OYdYO HOIH SM08 £ .0'tr L ,0'9Z - 8 ���+� d'S OOO l 83d 3nOS33 tF'9l ,8'9 L - Y 6Z'86 %13�3 IIYl 30 SM 9-nViSN1 •NMOHS SY , / �\ Sa01Y2llI13N► 03SOd02ld 2I3A0 '1diY .*E -YdS ` 0310nasNOO 38 Ol 3IYMS SSVZ10 l' LZ ,9'9Z - 8 3S OAd .9)6L'-k6=Id -06'96=Ai ,6--�Z ,L'OZ - L £# 80 '3s!x3 — .vls s•£ZL s � ,Z'£9 ,0•Z8 9 ,8"Z9 L'LL ti ,£'6L L'L9 £ ,9-ZL ,079 Z .9'9£ ,£'69 l .£'6L £'99 L# dS Z A X W31SAS Ol S311 (8013N013V8iN00 83d S/NI) M S801VNiIIdNI J.110YdY0 HOIH MOa 3IONIS 007001 A313 'd7 d0 d0l O *H.G 6kg6 a\ \ / 0O6 0'O \ 9626 # 'S'l Z-A 'Z-V-i.0ddn0:)v SHio A3AanS3a :),8003-LVO NOLLVNIV18-300 A8VGNn08 (INO03N - )l3A�InS NOLLb00l 1N3W3AO8dHl :J,3Adn S 30 3d)d '966L '9Z �138VGW3S NO "ONI 'S210A3A8nS 0NV-1 30 NOIIVIOOSSV 1n01103NNOO 3Hl kG a3ldOGV S`d «ino1103NNOO 30 31VIS 3H1 NI SdVN (INV s k3ANnS 803 SOMINdlS,. 3H1 (INV OZ-g00C-OZ H0noaHl L-g00C-0Z N01103S S31ON39V aviS 1n01103NNOO 30 SNOilbin0321 3Hl 01 INdnS�lnd a3aVd3Nd SVM A3AanS SIHl *N0383H 03LON Sb 10IN800 Al-IVLLNVisonS SI d h SIHI `331138 aNV 30031MON>i AN Ol 9 30 9 133HS nL-96-80Z 'ON dVV4 ,OZ=„ L :31tlOS C0- L-Z L 'A3�1 LO-Z-C :31b0 'NNOO ,kNn8NOISV-10 'S'l V '3'0 319V3H V NOS03W J,8 „'NNOO `NOSaNIM H1nOS bind ),M3f WA a3aVd3dd 'aA18 HOlI3 NHOr 6L SONnoN N33M138 Ndld kinim, :031111 ddW 01 3GVV4 30N3 J3J3a c) ao d0 31d1S AN £0-£L-LL NMOHS SY 0I313 NI 031YOOI W31SAS ANdliNVS Z6'66 00 HW 16'66 6# HW L8'66 8# HW 06'66 L# HW LO'66 9# HW 0 V66 *# HW t9'86 L# HW 3Wd213 30 d01 SNOT VAT13 310HN` R ONUSIX3 tt'96 = 9# IYO ON3 d01 -£'96 = WD ON3 d01 31 L£'96 = IY9 0N3 dOl 9Z'96 = £# IY9 ON3 d01 LL'96 = Z# IYO 0N3 d01 £L'96 = L# IYO 0N3 d01 98't+6 = WO ®Q ONY OAd .* d01 991,6 = WO 0 (1) ONY OAd .t d01 ZZ•96 = IYO 0 9Ad .* dOl ££'96 = ONd 0Ad .-V d01 q Lt'96 = ln0 OAd .* d01 LF96 = S 1n0 OAd t d01 LV96 = Nino OAd .t- d01 99'96 = M NI OAd .t, d01 LO'96 = (a) ONd OAd .-b dOi L6'96 = 1n0 ANdl OAd .-b d01 ZL'L6 = ANdl N30 0N3 N VVL6 = XNdl N30 0N3 S 9Z'96 = NI ANbl OAd .tr d0i 9V96 = 1n0 OAd .* d01 L£'L6 = dV81 3SY3NO N33 0N3 N 9Z'L6 = d` & 3SV380 N30 0N3 S £V96 = NI dVNI 35Y380 OAd .t d01 6Z'L6 = O ONt/ OAd .* d01 0£'L6 = NO3 0 OAd .t, d01 LZ'96 = NI XNYi OAd d01 9£'96 = (0) ONb OAd .ti dOl 60'L6 = (2) ONY OAd d01 £L'L6 = 1nO NOA OAd .b d01 STOOL = NO3 d01 SNOLLVA3-13 W31SA-S J1 JUNVS .00Z = . L=31`dOS dew A3>1 _ 02 2 OIr 1y �yjN & c= c Cl/ ONIH AN L INnZS AN NONYO AN QbM ,009 AYaann AN 311S a � ONIH AN � a y O ti (N 0 0 ro O ro 0 0 ro Q IU 0 �0 0 ro D to UD w ro 0% ro 0 0 A 0 Go m a X m o wmo AN / N\F CHURILO N\F CHURILO h� N\F KING N\F KING zZ) JGGi � NIF GRgUp�,yS SITEO� O N\F MURRAY NIP qN 500' RADIUS AV N\F CARON D �N qUN�Co. N\F,O SZUKI QISCWNr C a� 2k=cQ. SOUTH WINDSOR N\F STATE OF CT. _ EAST HARTFORD KEY MAP SCALE: 1" = 200' SANITARY SYSTEM ELEVATIONS TOP FDN = 100.28 TOP 4" PVC FDN OUT = 97.13 TOP 4" PVC ANG ® = 97.09 TOP 4" PVC ANG = 96.35 TOP 4" PVC TANK IN = 96.27 TOP 4" PVC ® FDN = 97.30 TOP 4" PVC ANG © = 97.29 TOP 4" PVC GREASE TRAP IN = 96.43 S END CEN GREASE TRAP = 97.28 N END CEN GREASE TRAP = 97.31 TOP 4" PVC OUT = 96.16 TOP 4" PVC TANK IN = 96.25 S END CEN TANK = 97.14 N END CEN TANK = 97.12 TOP 4" PVC TANK OUT = 95.97 TOP 4' PVC ANG ® = 96.01 TOP 4" PVC IN W = 95.55 TOP 4" PVC OUT N = 95.47 TOP 4" PVC OUT S = 95.47 TOP 4" PVC OUT = 95.47 TOP 4" PVC ANG = 95.33 TOP 4" PVC 0 GAL = 95.22 TOP 4" PVC ANG (� 0 GAL = 94.85 TOP 4" PVC ANG G 0 GAL = 94.85 TOP END GAL #1 = 95.73 TOP END GAL #2 = 95.71 TOP END GAL #3 = 95.26 TOP END GAL 4 = 95.31 TOP END GAL 5 = 95.34 TOP END GAL #6 = 95.44 EXISTING MANHOLE ELEVATIONS TOP OF FRAME MH #1 98.64 MH #4 99.10 MH #5 99.07 SEPTIC MH TANK #7 99.90 MH #8 99.87 GREASE MH TRAP #9 99.91 MH #10 99.92 SANITARY SYSTEM LOCATED IN FIELD AS SHOWN 11-13-03 Q REFERENCE MADE TO MAP TITLED: "UTILITY PLAN BETWEEN ROUNDS 19 JOHN FITCH BLVD. CD PREPARED FOR JERRY PUTA SOUTH WINDSOR, CONN." BY MEGSON & HEAGLE C.E. & L.S. GLASTONBURY, CONN. N DATE: 3-2-01 REV. 12-1-03 SCALE: 1 "=20' MAP NO. 208-95-1U SHEET 5 OF 6 0 0 N (U n O) 3 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT Q AS NOTED HEREON. THIS SURVEY WAS PREPARED PURSUANT TO THE 01 CD REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 ON THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. CU TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - RECORD BOUNDARY DETERMINATION CATEGORY: RESURVEY cu CLASS OF ACC A--2, V-2 0 OL I 0 N JO . HEA L.S. # 9396 Exist. CB #3 TF=96.94 FL=94.19(6" PVC SE B.M. GRASS SWALE TO BE CONSTRUCTED SPK. 24" MPL. OVER PROPOSED INFILTRATORS ELEV. 96.29 AS SHOWN. INSTALL 5 LBS OF TALL, � 6 FESCUE PER 1000 S.F.+� 3 ROWS HIGH CAPACITY 0 INFILTRATORS (INSTALLED PER CONTRACTOR} \ TIES TO SYSTEM X Y Z SP #1 55.3' 19.3' - 1 59.3' 35.6' - 2 52.0' 72.6' - 3 67.7' 79.3' - 4 77.1 52.8' - 5 82.0' 53.2' - 6 123.8' 81.4' - 7 - 20.7' 24.9' 8 - 26.6' 21.1' 9 - 31.7' 21.3' 10 - 38.9' 24.2' A - 15.8' 16.4' B - 25.0' 14.0' C - 18.6' 14.3' D - 18.6' 26.3' CIO, F 79.3' 52.9' - r�` �• _" x USE ROTUNDO STANDARD Z�/� G 79.5' 52.8` - V ��, k`, 2s, UNITS H-20 LOADING OR S ^ H - 38.7' 21.4' DISTRIBUTION BOX sii PROVED EQUAL l� � � � 3�O cG i Go � 9• C \ 4, 3 • Stockade Fence i Enclosure 8' cyC, 0 / - APPROX. LOCATION r7 \ \ F 8" PVC 0 TIGHT PIPE O �� a 4. \ o o 1 ,Q Aq h \ r' S.B. #i X 10 X 7.6 \ 11-4, O� \ ` / EXISTING ti \ SEPTI TANK F \ 0 9 ?� O sr o '0 OAOING 0 0 / / }O�� \ `Q 2�u 1� � �0 Y u EXISTING (0 2� \ + c F EASE TRAP �'� co' \ oa` //V O <' -20 LOADING X �0 99 ���� \e . 8k ��� Go \ ��� �o�o H 8 2 Handicap Spa \ 98,9 �� EXIST. 4" SCH 40 PVC �� 00 Pa Bn Co RE9 ��0 +�`'� \C� 9 CS #2 1/4*/1' MIN. �c �� i �F9 moo, 0 p TF=96.54 ASTM D1785 + " g9X Bch / \ ` FL=94.89(8"PVC NW)It FINISHED FLOOR IV Existing Building �° g �oGo��o 99�, \ o ELEV.=100.33 9i ,�• S) Z Go p g9X �o Not er f ggX6 EXIST LOC 4" 1 c� o+ Sig 995 o +� Gas PIPES ® BLDG. 1ry 0 � Q� / B.M. Meter " MIN QPpQ 99X / TOP OF 1.P. y\ rg9- ^- 4 SCH �40 PVC ° o / F �> RD 1/4 /1 MIN. ( FROM SINKS 1 O�� 9 / ASTD1785 S�a Z ELEV. 100.00 W OR EQUAL L/ Fin. Floor o +,� �; , o o GQ�O� of Bolla Elev.=100.29 Q 00' .r ��� Right Turn typ.} Only Sign J SINGLE ROW HIGH CAPACITY O� \� , 0 OQ" G O P �� + O INFILTRATORS W/STONE O°a 99 ¢' c,` 0 5'0+ �� QO Q �Q' (INSTALLED PER CONTRACTOR) Q J0 Drive r �/Roof Drain 17� 0+6 Windo \ 99, (Typ.) /g9� 1-4, g� GC3 `\ FINISHED FLOOR \ \\2°Hiod Ri gtEIEV.=100.27 oc� y`' try �c, "d SOT E eter �O DF �Qv F�yOGo� O. �0p No Parking i` Roo 0 Sign 00+, \(TYP) 10 \tK �k] pi'{all BOx +r0 Wo Hd grRail \ 99k8 O Do Not G Enter Sign 5x7 �„�\ \ e% 9gxs Trans. co 0\ \ 0 \Q 60 Gas / \`Gate] Right Turn O Only Sign LOCATION OF EXISTING UNDERGROUND UTILITIES AND BURIED STRUCTURES PROVIDED BY SITE CONTRACTOR. NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO START OF ANY WORK (SEE NOTE BELOW). WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS BEFORE YOU DIG. CHAIN LINK FENCE o WOOD FENCE o LIGHT POLE BIT. CONC. CURB APPROX. LOCATION ELECTRIC E - TELEPHONE SERVICE T - GAS SERVICE - EXISTING SPOT ELEVATION 98x2 EXISTING STONE LANDSCAPING GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inc h = 20 ft. U p� � r O Cr) O O �. COO qq O O W A o a z Z cz LO Z I -0 z �V,� O - w co z OE Z W O a W 0 �z W � a 5 U LvG j2C, C(S a5 CK. BY: LP DRW. BY. SAM 0 U DATE: 3-25-04 0 o SCALE. 1 "=20' n SHEET 1 OF 1 � 1 MAP NO. 209- 02-1 AB