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Home My WebLink AboutPOD 26 - RESERVES - 588DEVELOPER CALLAWAY LAND AND CATTLE CO. 2160 RESERVE; PARK TRACE PORT ST. LUC.IE, FL_ORDIA 34986 (407) 468-4604 AT THE RESERVE 1\ PROJECT LOCATION! � c + J j S H 0 w �. W LOQATIOV >•IA19EC. 28 TWP. 36S RGE. 3j PREPARED BY: LAWSON, NOBLE & ASSOCIATES CONSULTING ENGINEERS, LAND PLANNERS, SURVEYORS 420 COLUMBIA DRIVE WEST PALM BEACH, FL 33409 PH: (407) 684-6686 FAX: (407) 684-1812 590 N.W. PEACOCK BLVD. * SUITE 9 PORT ST. LUCIE, FL 34986 PH: (407) 878-1700 FAX: (407) 878-1802 INDEX OF SHEETS SHEET No. DESCRIPTION COVER PAVING,GRADING AND DRAINAGE PLAN PAVING,GRADING DRAINAGE PAVDIG, GRADING AND DRAINAGE PLAN WATER AND SEWER PLAN 6 WATER AND , SEWER5 40 WATER AND SEWER PLAN SOP .., Roa Alft -- - ,I -- I _ . SITE PL DATE L. BOARD Of ,AprRovED OUNTY COMMISSION eow�r CLIFF BARNES CmIriee Nor f PRE4, Y kr, ,; r R �(-)NS7R rlo�C Parcel 26 @ the Reserve -- PHASE I ONLY L� SEP 2 5 WS SEAL FILE SHEET 1 OF 15 , 95-108 May 31, '996 - 11,42,40 DWG Name+ S,\DWG\C\010$\Cll08C`JPD:3'r✓a Upolated Fy' CAD {3HO v - s� -.-. .. .-.c _. .. .. . 41 ♦: ., ... .. _ -._e.. a-\..-..: ,.. .... .-- m. k.._ . e.. F : '---, _ a Jun 12, 1996 - 11,34,29 DWG Namei Si\DWG\0\0108\[7108PD02.DWG Updated By, CADS, Lawson, Noble & Assoc, M `T \i M 2 k� 1 :mow ►i MA ►l-� EXISTING STORM SEWER WITH CATCH BASIN STORM SEWER LINE WITH JUNCTION BOX STRUCTURE NO. 1 GRATE/RIM ELEV. 20.00 INVERT ELEV. 15.00 STORM SEWER LINE WITH CATCH BASIN AND NUMBER SANITARY SEWER LINE WITH MANHOLE PRESSURE PIPES (SEE WATER & SEWER PLANS) PROPOSED ELEVATION EXISTING ELEVATION DIRECTION OF FLOW LOT NUMBER FINISHED FLOOR ELEVATION STOP SIGN LAKE MAINTENANCE EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT HIGH POINT 0.00 25.67 10 20.00 -T' L.M.E. D.E. U.E. H.P. 0 10 20 40 80 120 SCALE: 1" = 40' BASIN "C" CONTROL ELEV = 21.00 MIN. ROAD CROWN _ 24.50 MIN. PERIMETER GRADE = 24.80 MIN. FINISH FLOOR ELEV. = 26.50 9 c' O6, 2p,� 4 +?� +? PHASE II ''TT?',° + 26 Zp uR x05 xx 26.86 '� �° PHASE I s g 12+71 + x 28.89 ?9z° 00 ?' 09 197' LT OPEN SPACE ' ?� + 27.00 + 11 ?88 15+71 +�'09 ? 19.58 NW 4- + + s �°0 19.58 SE ��? �,, ?e, 197 L * BRICK UP NW 24" OPENING 9 27.00 +?� ?� 6� FOR PHASE II FUTURE CONNECTION + 19.00 'o? 72 7.80 7.10 + ?8 + aj + `8 S� + X 28.65 ?, 's 'o ss 186 LF - 24" 9s ,9 ;7. ....�.-0-.�.1�,, ,ti,�.-'- + RCP o 0.12% + 8 7.0 0 12' DRAINAGE - EASEMENT 11 +41 `+?6° EASEMENTGE-�� `� 100 104 26.70 29.60 30.20 30' x 30' UTILITY 18.34 SE EASEMENT 18.34 NE + 98 29.50 I 10 101 102 103 12 105 18.34 S ?�� 28.80 12+71 29.80 30.00 3020 ' j 5 LT +?8 30.2 PHASE II x 27, 74 +?� i 11' LT } ?84 26.28 &° 27.49 x ?�, 186 LF - 18" 18.26 NW I X LIFT STATION 130 LF - 30" 18.18 NW RCP o 0.40% 17.82 SE N � + 18.18 SW Q, ?s�� " RCP o 0.12% 30Q' - 30" 17.82 SW PHASE I 133 LF - 24 6 9 7.5 i 18.18 NE RCP o 0.12% 1EASEMENT +�� 6.4 - - -- 0.1 z _ . _ -__ -_ ` ---. -.-+ 340 LF o 0.75% P LIiCS 316 LF o 0.40% WAY ^^^-► -�^^^ �'^^^`' _ - - _ _ --�-----;---- - ,- ------ i-�- - a - - �,� ' 11+00 ,,9 12+00 13+00 b 0 14+00 15+00 _ _-} 16+00 + Ln LO + 6.4 j ��}sp 7.1 -}-0 7.7 ? 9 L10' UTILITY 22 LF - 36" 13 2' VALLEY EASEMENT + RCP o 0.12% GUTTER (TYP) N STOP SIGN & 24" SOLID 6.3WHITE STOP BAR '60 I 11' RT +- 9 cfl i 185 LF - 36" I 26.28 P.I. STA. 11+52�1 x 208 LF - 24" 0 0 (� RCP o 0.21%RCP o 0.12% ° 7.79 NW I `- 0 16 10 SE �9 719 +? �o + r ?, rya-0+1-1 s, 9, 60 + �9 .00 +?B ,,g + �o + 59 -00 58 EXISTING LAKE # 2 C.E. = 21.00 CONIC. \ COLLAR EXIST. 12" IR IGATION MAIN ` (DEFLECT IQ AIN UNDER 36" OUT STORM - 6" IN CLEARANCE) \ 15.67 5 7 5 6 20 LF - 36" CONST. SUMP BCCMP o 2.00% o ELEV. 17.00 46 LF - 36" RCP o 2.00% � i �� / \ \ EXISTING 42" STORM DRAIN OUT � EXISTING CATCH BASIN � 55 12' DRAINAGE EXISTING 42"-"' Al EASEMENT STORM DRAIN � 54 � 53 CONST. 24' WIDE TEMP. DRAINAGE DITCH - CONT. NORTH FROM PHASE 1 / '�► / (SEE SHEET 10 OF 15) v 2 OUTFAL, DETAIL a LINKS WAY TERMINATION SCALE: 1" = 60' 29.14 ?9 "0 / X % o ?� x 4 �8 + A- + + & ?� 2932 ?9� 'IQ A `S? A- 'IQ 06 / 25.88 E_R. St° 108 (3) CASE II RED 30.00 REFLECTORS � x 29.41/� 106 (10-7) 8.0 30.00 +I- 0 e� 4- 7.6 _ P.L STA. i9+ 19kpp ®� 7.9 W1 3$5 LF o 0.40% -•o _ 0 17+00 +00� Q + ;� :> CONST. 24' WIDE TEMP. Uj DRAINAGE DITCH /? (SEE SHEET 10 OF 15) 12f DRAINAGE EASEMENT x `tee +? ! 61 WIDE TEMP. DRAINAGE DITCH 0' DEEP, SLOPE 3.1) .� CONST. SUMP �- 6g OD o ELEV. 17.00 EXISTING 42" STORM DRAIN + 00 < O �A OUT 17.00 u, ui�I 0 9R co Q p 0 V Q ?- Y m 3: (n 0 m V L ?9 55.5 S,p OP SIGN & 24" SOLID 118 LF - 36" + iITE STOP BAR RCP o 0.90% C + 46 ?`�'� CONC. COLLAR a 00 w - - - - / 8.1 ((( d cD ?� \ 7' > 00V. 30 LF - 36" o W14 - 1 'DEAD �,�� 3S BCCMP o 0.90% + O +END' SIGN 8.3 o� fit' �9 a V) m ?9?, +?0 -i'? \ RP. STA. o ? is ; Lij V OD a Q -?SI 34 36 37 38 C39 ?�� o� Ii�33 P29.50 5s? + Cc.7.90 ° I 28.50 29.00 + 29.50 + 29.50 j +?e9� 30.00 30.00 S 30.30 ?,9?, 30.30 12' DRAINAGE - EASEMENT MATCH LIB; 4- (See Sheet 4 ) 198 0 + + ° �- TOP OF BANK ? + ?s I EDGE OF WATER ?8>3 I 20 LF - 36" ?� i �06' + BCCMP o 0.21% > OUT i GOLF COURSE -- 15.67 II EXISTING LAKE No. 1 E CONTROL EL. = 21.00 i +?s w _40' R 8.8 0 45 1 Q 3 `1--v 30.30 i coCL z � o- \ x OUT + cc C)a 15.67 �I Q z L0 ° �� / Q del O Q �-^..m � � 8.6 IT?$P Aorb Vf w qt W M w 30.40 �8A 100 OARD 0 ID a CLIFJ BA ES Z m a + Z W 2 LU m 44 8 s C1laitm w a Q �915, 30.00 +, C I a- oA W + A3�20 + ?8es ?�so P,g � fl' O No FOR CAN.STU T10 V --- ? Parcel 26 @ the Reserve -- PHASE I ONLY �s +?9 4- / 1 9R�o��c P21996 AL FILE PD COMMUNITY DEVELOPMEN SH T 3 OF 15 95-108 Jun 14, 1996 - 09,13,38 DWG NaMei S \?',WG\E\N108\0108PD03,DWG Updated :By, CADS- Lawson, Nobie & Assoc, , # 4 P 2 P� x A IR /2R � 726. - 1 +97 11' RT 25.08 20.23 � P .30 X 24.57 / ��..r,��'.. i.., '➢.,:: x X 28.15 EXISTING LAKE No. 1 CONTROL EL. = 21.00 X 27.27 1 +97 11' LT 25.08 20.27 \ REMOVE EXIST. ASPHALT CART PATH \ 22LF-18"RCP o0.18% \, \ 5' U.E. 5.2 X 26.91 \ X 26.72 h 2' VALLEY GUTTER (TYP) \ X 26.89 FxZJ \\ 13 � 27.60 � 3 10' UTILITY---- \\ EASEMENT (TYP) \ !�A \ X 24.12 \ 00 14 \ 110 \ 27.90 \ 15 X 24.90 28.20 X 27.20 17 28.75� X 25.73 25.52 28 / 25.92 29.30 x 7.07 X 28.30 a2a k2860 29 29.00 27 x 2 6 28.70 X 27.96 15 X .43 25.00 * OUT X 29.12 1 J.81 / 16.75 155 LF - 24" � LF o 0� RCP o 1.75% ! i?� x 28.74s f so 29.00 / 5.7 40, 20 LF - 24" 6. R.P. A. CONC. COLLAR 28.68 BCCMP o 1.75% STh + x 30.97 5.8 / 3+07.61 0 /�� 12' DRAINAGE �3 10' U.E. 106 vF o� EASEMENT a (TYP) / X 28.04 An---wx 28.01 2' VALLEY GUTTER (TYP) f u: ' X 26.83 O� tix j 1 28.37 " / 1 / 0 � � X 28.06 A / ,,D �b X 27.77 X 28.02 j 8.7 . s 6. / 6.6 / / 8. (24) pp 29.70 I \ 2.0 / x 6.�� / 28.82 PD Ln 6x 6.7 / 6.60 23 x 5' R X 27.71 (\TYP) 29.$0 AI \� \ 6 5 X 27.93 (1-8-) 28.70 X 25.79 6 ` 6.39 X 28.14 \ o o� „� g LME \�\ 133 CF 6.3 �� \ x 28.04 6.59 \ x 27.94 22 \, 29.40 �O• 159 LF - 18" 7+9625 \ RCP o 1.75% 0.67% \ �� X 27.59 � _ �• \ � X 27.69 \. \ L28i.80 14 25.50 12' DRAINAGE 20.42 EASEMENT C20 } ?, X 27.96 28.80 20 X 27.86 28.80 � 80 '9 /X7.9 7 X 27.98 28.06 BASIN "C" CONTROL ELEV = 21.00 MIN. ROAD CROWN = 24.50 MIN. PERIMETER GRADE = 24.80 X 28.05 MIN. FINISH FLOOR ELEV. = 26.50 27.96 28.10 EXISTING LAKE No. 5 CONTROL EL ffi 21.00 i I CONC. COLLAR 20 LF - 18" I BCCMP o 1.75% OUT 17.29 0 10 20 40 80 120 SCALE: 1" = 40' LEGEND EXISTING STORM SEWER WITH CAT CH BASIN STORM SEWER LINE WITH JUNCTION BOX STORM SEWER LINE WITH CATCH BASIN AND NUMBER SANITARY SEWER LINE WITH MANHOLE PRESSURE PIPES (SEE WATER & SEWER PLANS) PROPOSED ELEVATION EXISTING ELEVATION DIRECTION OF FLOW - --a- -- STRUCTURE NO. 1 GRATE/RIM ELEV. 20.00 INVERT ELEV.-- 15.00 0.00 Y k 25-(Z `J z 0 Lij fx 10 W LOT NUMBER � Q 0 FINISHED FLOOR ELEVATION 2®.00 ii OD 0 STOP SIGN > j Q- Ll.i . 7 w LAKE MAINTENANCE EASEMENT L.M.E. I Q Ld (1) ® 0 V <C }- m DRAINAGE EASEMENT D.E. d m UTILITY EASEMENT U.E. ■ HIGH POINT N.P. (� r Q " w > n REGRADE LAKE BANK TO EXISTING EDGE ® a OF WATER. MAXIMUM GRADE SHALL BE 4:1. > m in a XCDU-0D ui r- ac�n�® Qfl. 1I CL Z o C CL z LO Q RESERVE BOULEVARD -------- ®(n 0 (300' R-O-W) �' > n Lo SITE APPRaVLO ' WE U- � i GATE z Lij CO BOARD 0 C t' pp O m O CLIFF BARNES ® < C I- v�-- � t�nn;� � W V) z �o ao 'OMMUNin DEVELOPS E A COHNTY Pi Parcel 26 @ the Reserve -- PHASE I ONLY FULI1vtINARY NOT FOR CONSTRUCTION SEP 2 5 SEAL FILE PD SHEET 4 OF 15 %-108 Jun 12 1996 - 14'26,58 DWG Names &\DWG\0\0108\0l08P➢04DWG Updated By, CAD5, Lawson, Noble 6 Assoc. s s� 7=r.k.h .1a A , w ' -.- ... .� .0. a a..: .. r. c yam. .. AJ SHEET 5 i �� ISHEET 7 IA _ EXISTING ° AKE LEGEND WATER MAIN WITH FIRE HYDRANT ASSEMBLY STORM SEWER WITH CATCH BASIN SANITARY SEWER LINE WITH MANHOLE AND NUMBER WATER SERVICE (SINGL.E/1" LINE W/5/ 8" METER) ,'DOUBLE/ 1-1/2" LINE W/ Z-5/8" METER) SANI t ARY SEWER SERVICE (SINGLE & DOUBLE:) WATER MAIN LOT NUMBER SAMPLE POINT LAKE MAINTENANCE EASEMENT LANDSCAPE EASEMENT UTILITY EASEMENT - - GOLF COURSE r-1f + MANHOLE NO. - RIM ELEV. E5O 0INVERT ELEV. 10 R Fi'_ 0 10 20 40 80 120 SCALE. 1" = 40' 10' U.E ----� 5' EA. SIDE OF R.O.W. LINE (TYP) �L 92 �r PLUG INVERT FOR FUTURE CONNECTION r 4A l 1+46 26.13 Ifo * 15.86 NW 15.76 SE t i 147 LF - 8" PVC SAN o 0.40% 8" PLUG WITH 2" B.O.'- SAMPLE POINT No. 2 8" PVC W.M.- 3 A (2) 8" - 450 BENDS ^ 8+18 �5.68 15.02S 20 LF-8" DIP W.M. 14.92 N - �- 6+88 e' f 26.32 15.64 JN�� 4► e 270 LF - 8" PVC 15. -4 SAN o 0.40% Q FIRE HYDRANT ASSEMBLY FLANGE ELEV. = 25.71 / s"x -- / '- \ \ 25.14 00 \ Bol-. 4" PVC FM=22.76 � ,/ \• 16.72 N TOP 36" RCP = 19.00� BOT. 8" PVC WM=2i.65 04 �jjr BOT, 4" PVC FM =22.81 \\ / TOP 18" RCP = 20.15 \ TI\ \ '+ TOP [X 36" RCP=18.93 / e \ REMOVE EXIST. 4" PLUG / 3 CONNECT 4" PVC FORCE / /`�8" PVC WATER \ �\ \ MAIN- 4" G.V. \ // MAIN (TYP) 94 95 BOT 18" RCP = 19.36 \� TOP 8" pVC SAN=17.5 \ i 9f 174LF-8"PVC \ _ SAN o 0.40%-- -� �f 4" PVC FORCE _ e z �� MAIN (TYP) \ � 45'° EL EXIST. 4" G.V. EXIST. FIRE HYDRANT ASSEMBLY EXIST, 8" PVC SANITARY SEWER -_ EXIST. 4" TEE .. sXOO / EXIST. 4" G<V, EXIS'r. 4" PVC FORCE MAIN �e X e iii 2+44 25.67 ' (2) 8"-450 EL. ROT. 8" PVC WM=22. 1' TOP 36" RCP=19.00 \BOT. 8" PVC WM=22.4 TOP EX 36" RCP=18.93 \ �-- REMOVE EXIST. 8" PLUG & \\ \� CONNECT 8" PVC WATER MAIN 8" G.V. SAMPLE POINT No. 1 EXIST, 8" PVC WATER MAIN 0 EXISTING LAKE 2 t 8" TEE (2) 8" G.V. l 131LF-8"PVC 130LF-8 SAN o 0.40% "PVC SAN o 0.40% FIRE HYDRANT ASSEMBLY FLANGE ELEV. = 25.75 t AJ SHEET 5 i �� ISHEET 7 IA _ EXISTING ° AKE LEGEND WATER MAIN WITH FIRE HYDRANT ASSEMBLY STORM SEWER WITH CATCH BASIN SANITARY SEWER LINE WITH MANHOLE AND NUMBER WATER SERVICE (SINGL.E/1" LINE W/5/ 8" METER) ,'DOUBLE/ 1-1/2" LINE W/ Z-5/8" METER) SANI t ARY SEWER SERVICE (SINGLE & DOUBLE:) WATER MAIN LOT NUMBER SAMPLE POINT LAKE MAINTENANCE EASEMENT LANDSCAPE EASEMENT UTILITY EASEMENT - - GOLF COURSE r-1f + MANHOLE NO. - RIM ELEV. E5O 0INVERT ELEV. 10 R Fi'_ 0 10 20 40 80 120 SCALE. 1" = 40' 10' U.E ----� 5' EA. SIDE OF R.O.W. LINE (TYP) �L 92 �r PLUG INVERT FOR FUTURE CONNECTION r 4A l 1+46 26.13 Ifo * 15.86 NW 15.76 SE t i 147 LF - 8" PVC SAN o 0.40% 8" PLUG WITH 2" B.O.'- SAMPLE POINT No. 2 8" PVC W.M.- 3 A (2) 8" - 450 BENDS ^ 8+18 �5.68 15.02S 20 LF-8" DIP W.M. 14.92 N - �- 6+88 e' f 26.32 15.64 JN�� 4► e 270 LF - 8" PVC 15. -4 SAN o 0.40% Q FIRE HYDRANT ASSEMBLY FLANGE ELEV. = 25.71 / s"x -- / '- \ \ 25.14 00 \ Bol-. 4" PVC FM=22.76 � ,/ \• 16.72 N TOP 36" RCP = 19.00� BOT. 8" PVC WM=2i.65 04 �jjr BOT, 4" PVC FM =22.81 \\ / TOP 18" RCP = 20.15 \ TI\ \ '+ TOP [X 36" RCP=18.93 / e \ REMOVE EXIST. 4" PLUG / 3 CONNECT 4" PVC FORCE / /`�8" PVC WATER \ �\ \ MAIN- 4" G.V. \ // MAIN (TYP) 94 95 BOT 18" RCP = 19.36 \� TOP 8" pVC SAN=17.5 \ i 9f 174LF-8"PVC \ _ SAN o 0.40%-- -� �f 4" PVC FORCE _ e z �� MAIN (TYP) \ � 45'° EL EXIST. 4" G.V. EXIST. FIRE HYDRANT ASSEMBLY EXIST, 8" PVC SANITARY SEWER -_ EXIST. 4" TEE .. sXOO / EXIST. 4" G<V, EXIS'r. 4" PVC FORCE MAIN �e X e iii 2+44 25.67 ' (2) 8"-450 EL. ROT. 8" PVC WM=22. 1' TOP 36" RCP=19.00 \BOT. 8" PVC WM=22.4 TOP EX 36" RCP=18.93 \ �-- REMOVE EXIST. 8" PLUG & \\ \� CONNECT 8" PVC WATER MAIN 8" G.V. SAMPLE POINT No. 1 EXIST, 8" PVC WATER MAIN 0 EXISTING LAKE 2 t 8" TEE (2) 8" G.V. l 131LF-8"PVC 130LF-8 SAN o 0.40% "PVC SAN o 0.40% FIRE HYDRANT ASSEMBLY FLANGE ELEV. = 25.75 t 80T. 8" PVC WM-21.46 TOP 8" PVC SAN=15.1$ SOT, 18" RCP = 20.18 TOP 8" PVC SAN=15.23 BOT. 8" WM PVC=2.1.35 TOP 24" RCP = 20.85 BOT. 8" PVC WM=21.35 T OP 4" PVC PM =19.85 BOT. 24" RCP = 18.32 J TOP 8" PVC SAN-15.92 0��JBOT. 4" PVC FM=22.06 TOP 8" PVC SAN=16.01 GOLF COURSE 4" PVC FORCE MAIN DOUBLE WATER SERVICE "157LF-8"PVC SAN o 0.40% 9+49 01 25.46 = s 15.17 NW � 14.40 S (u 14.30 NE 10 R, T2 {I LLI .i (n W } < LLI M I 2 00 m x 0 m LL 00 0 r U 0 C W " LLLJ M �- > > =s �o vi Li M0 uj Yo'w� 0 ® Z 0D� Z ui V) a -J d. S�iTE P AP . PRO INCz o DATE �. q Q � BOARD p x CLIFF BARNES "� � > w o z 0 Q LL) m" ��iz: 0 MO �! Z C r-� 1- Qa� cliCLCL Lij cc �p ItO C c) Parcel 26 @ the Reserve -- PHASE I ONLY SEP2519% SEAL FILE. WS C MUNITY DEVELOPMENT SHEET 5 OF 15 95-108 T. LUCIE COUNTY. Na�5,r May 31, 1996 - 1Ule2ri4 IIWU Numet J \IJWa\U\JIUt3\UlUUWJLZ),IJWLI upcia-cecci By, UfiLc, Lawsor MooMetk ME ... —... 44, L 1. 1996� I i i May 3 .'�r3f7 1,DWG Name S�\ G\ \ AW 0 ❑iB8\Cl 108WS06,BWG t .. YUpdated By CAN fLJH) .. a. �...- .,•:: ,�-...:+, . ,.. _ .: .. .: , ,_ . ' .. .� _. . �..,,: Q^.. . _ .._ ... ,, '�=z-.,�M y�.K'..: _. �. .^tea �r�` � �3-,, - - - '�+e w�.t;: . t_ � _ _—. _ wi+b+....✓�R._.e.. r. v} _.... .. ,. .. ... .^aN'., _. �.:' �. .. . .„x . _ .- - -... .. .. - .. ...,, 'TP"'�. - .: :...-_[.... ,. ....7"'.'n.-.h f. .. : i. r . .. mk- 41 -,1 0 0 10 20 40 80 120 SCALE: 1" = 40' LWMD WATER MAIN WITH FIRE HYDRANT ASSEMBLY STORM SEWER WITH CATCH BASIN SANITARY SEWER LINE WITH MANHOLE AND NUMBER WATER SERVICE (SINGLE/1" LINE W/5/8" METER) (DOUBLE/1-1/2" LINE W/ 2-5/8" METER) SANITARY SEWER SERVICE (SINGLE & DOUBLE) WATER MAIN LOT NUMBER RL-V2106043t17kI LAKE MAINTENANCE EASEMENT LANDSCAPE EASEMENT UTILITY EASEMENT w 4 > le Of C\J� b!g^ Lij aLL�= 0 O .. .. V cr Co O to © m V li a ■ y �► ♦ C O w W MANHOLE NO. CC RIM LEV. 20.00 � w g 8 INVERT ELEV. 15.00 t" i z UJ OD aQ 0- 2! Z J W W i W f L.M.E. L.E. U.E. PLAN APP9— OVE© DATE-_ BOARD lo'NES OT Fps Co 1411 �, Q Z 6 Cr R-- N a k o �N 3Z 0 COMMUi; /ELOPMENT ST. LUGE-,;JNTY, FL Parcel 26 @ the Reserve -- PHASE I ONLY SEP 2 5 SEAL FILE --i---w--vmAs SHEET 7 OF 15j-- j May 3L 1996 - 1362,32 DWG NoLme= S!',"D'#JG',R\rf08\D108WS07.DbrG 1JpdhW By, CAD2, LawUn NQbW,& Ash.