Loading...
HomeMy Public PortalAboutTHE SANCTUARY-PGD.pdfI i Iy i { I { I I III I y EXISTING I y y 8UlC O1NG 11 I �7 I I m y N/F l-_----- -� � 1 £X1STING MICHAEL WESTBROOK I 3 Il E I) I HOUSE 4-0022-01-005BENCHA9ARK I I w i I I 4 �'A1L IN !3" RfNE { {I I \ EL 789 (N6vn291 wl� �I-------------T I I N64°4543"E ` e 4}4 1 5 65 24'42" w / N25'!1'3T°W fRF 3241' IRF 11 O I I I! !l75. Fa da x 7' y rIa N 24°53'40" W 25°OB_45" 37.6 � L�T I d }} 11_7ZJ 1 4 x 1 4,5830 FIPAVER RDMo� L V 1 1 1 v l a l 11 ISr(5 ryRVATEI b,h9 NOTES: 1. ALL WATER SEWER. AND STORM DRAINAGE MAiN LINES WILL BE CLEANED AND CAMERED AFTER INSTALLATION 15 COMPLETE. A COPY OF THE VIDEO AND REPORT WILL BE 3NPPLICO TO TNF WATER/SEWER DIRECTOR BEFORE FINAL INSPECTION BY THE CITY. 4 I 1}} lI 1 ! 11 NIF JOSEPH COUNIHAN I 5 4 i 4-0022-01.410 y q 1 I b x 96.97' !RF — — W \w JAOISAECTwg1NAL, w y � wV.Nl "511 Z i r��'hx 5,51? SCI FT EXfSTfNG I •�� $ ] 141 ! v y - II p,f3 ACRES HOUSE j !O' UT& ESMT. i I d PUMP STATION }}IIII}y{ n I x I y m �/ � y 1 EASEMENT .. ^Ily I 4 04 J m LF 6' F$JPE PERF • 0.301 I _ N25°N'18 "W1-47 - { I I I �tpr W/PLlJO y - T 12. p——y LO! 8.00'_p T I _ j HI O �Av xslTrox Ili O- 1_I m`4 — I I rRax cra-- �/ 6. i rJ 6�729,50'�T/' tip �a rrerw -TSA 5` LK1NG my l a I 0,15 ACRE Tf�6 2_ cn� 7 }4{ Ix I n 2 3 la E MT. I �� �X �?I° I 1 LOT 1`k° + ^e� I / rs F ls. a I f , 'y. r7 n So P y a. I I I R N 23 ACRES { A z! 5• h mL .0.301 2 I I I A I,I I Fny ° 5,369 5q FT I r 4,583 SOFT O.r2 ACRES i D.!! Ag§92 Ww: 6.wIT, I hl -1, R � FRAME: 6.00 I cAva: Too �Y.,� r: aea 111. FAANe : � L�r5£Rf 4.M.rt1� II I WAf}kING ES Tj lJ25°n'00_v\ Qy UTILITY & �23 1 I i Z _ 7rF PItIB' 1 1-iyv�-ffi!.O!' _ M/5oCK 105,97 �� �74.3T 1 q X6. 7g 45°O!'1!'W� -1_n_C - -------- --- -------- �r -__ ., . - Ss � LrfeS cr't a - 9768'_ j --� RINAGE DRANAGEESM ESMT. xl �i Va a I EASENNT LO ry F016L 1 xAFY t E1T fS iO�j X 6/ .217 5,034 I LOT aIP 0.12 AC1 tol I r OT I/OvI 8.6f6 SOFT SOIEXISTING I 'RES 020 ACRES HOUSE QT PROPuEo PEARL eAl.4 50 FT I L R novoM,\I IIiw 703 501 p 4 1 f I Oil ACRES'% 011 ACRS � i ! 5 I r /// 20 UrLO1NG I SFT BACK L INE l A t — _ _ _ L D--- 1164 iT 8 a g>E y ! f _ �,.�•'�,.y' I y I -i-`{ ro .>� 5.034 SIR,FTsp LF lS`s9tCP.kQ4�.}�i' i I _ ___ n r0'0FuTYESMT. kk \� T r0' U TILlTY ESMT. b� IIM� r-�T----u.w 1 I IRF S25°09'17 525°09'17'E 525°0977"F l I 525°04'43 E CMF 5265" C w � fir, LRRSS pf CULVERT !E'1�� w $ MARSH v� W �• \ 24" RCP �/ �fE3.35 : eU7 'OFF Exes7iNG ++FAn1PALe 1E 3.29 sem_ _ /y _-__-__-_w_-_..._-_-__ _ _- 0 REAQlL'L11,LWPLA LLE TE TO EXA4TMrB'IE.1()C 24" RCP E M OTHIt S 3.30 k TENNIS COURT '�2.52 Z I w.. 54 111 n � lei, w X + 1 �RSN rq GRAPHIC SCALE I Z�z � 1 w l w \may w w w Y v v + I l { IN FM -m y w I IROb - 20 N_ cj w w w z w w w w w v �-4 (y �w w J d 1 w w w 1 w w w 0 N 1y46 05' - 482>9� - q - - 10 - - - - - 7 41 x5.21CL z \ FH a 4 a a tK Q CITY OF TYBFE 15L j' Q Q II A"P SEWER MANHOLE \ f BYERS 5T, R/W £XT r o Rim 8.86 "s- I /ISLE Wy ALLW FLAB OA TE IE 3.75 X8.641!ii n EREET J/`OI p/�f l X7.70 \ �� FLATBACK BYRS STC !� L 11 CCS/ I Y II � \ I BENCHMARK t I NAIL 1N UTILITY POLE I t EL 7.80 (NGVn29) l i � I 1 I LE OENO l I SWALE FES FLARED FAR SECTION I I RLPRFIUFORLFO CONC. PIPE y I ROPE HIGH DENSITY POLYETHYLENE !a I d I ! I I I I I l f l I � GRATE fNLF TOP 6.46 \ 24" RCP �/ �fE3.35 : eU7 'OFF Exes7iNG ++FAn1PALe 1E 3.29 sem_ _ /y _-__-__-_w_-_..._-_-__ _ _- 0 REAQlL'L11,LWPLA LLE TE TO EXA4TMrB'IE.1()C 24" RCP E M OTHIt S 3.30 k TENNIS COURT '�2.52 SAVANNAH REACH 0 RACQUET Cr UB I 54 111 n � lei, I + GRAPHIC SCALE I Z�z � 71 { IN FM I IROb - 20 N_ tl _ 3