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HomeMy WebLinkAbout2007-0207 Demo Area LimitsI NO. I DATE DESCRIPTION QEVISIONS i i � N x N / / J►, ro / x00 I x IN o / x de X 'Ile x �0 P c1l .10 m 1,27 M.E.S.'S TO BE REMOVED �.�' CONTRACTOF� TO REGRADE r v '� MATCHING EXIST. SWALE � �� ��� N� X "" ; �' � A � o D G� D � n Xrn� D REMOVED z y EXISTING RPZ AND BLOWOFF TO REMAIN x EXISTING 2" WATER MAIN TO REMAIN �L EXISTING REUSE MAIN o D TO REMAIN x EXISTING BUILDIIJG TO BE DEMOLISHED/ \ REMOVED o x CA13111Vh 1m"'7mIIVIV— VF7 X INJECTION SYSTEM x "iTO REMAINTING FENCING NOT o \ ASSOCIATED WITH DOG N PARK TO BE REMOVED x D x x x x x \ = N N M \ \ X D N N D m EXIST. DOG PARK � D � � ►�N L FEN INO TO REMAIN m n N \ FT] \ x x x x \ N N x x \ N h a ,o N N x cA \ \\ X N X x N L � � o x N U �2 N Lr) X x c N U M x Lc m x x N N v I w N L x x N U x I - N I IO FM MASTELLER & MOLER, INC. @@R@U1V0M@ ga@oaggR@ 1655 27th STREET, SUITE #2, VERO BEACH, FILORIDA, 32g60 PR/APP (772) 567-5300 / FAX (772) 7q4-1106 CERTIFICATE OF AUTHORIZATION NUMBER 4204 BUFFER AREA 2 PHASE 1 DEMOLITION PLAN FZ3 LAKESIDE ACTIVITY CENTER UTILITY POLES AND OVER HEAD ELECTRIC TO BE RELOCATED UTILITY POLES AND OVER HEAD ELECTRIC TO BE RELOCATED Title to all documents which bear the copyriqht of Masteller & Noler, Inc. is vested solely in Nasteller & Noler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Nasteller & Noler, Inc. pursuant to the Federal Copyriqht Law. ©2019, MASTELLER & MOLE2, INC. CPAPHIC SCALE 0 15 30 ( IN FEET ) I inch = 30 ft. STEPHEN E. MOLER, P.E. FL#33193 DRAWN SH De3KNW S H c►mw SEM DAM 9/19 SCAU- 1 "=30' 9�w C 1 of C 6 Pao&cr ► O.. 1902 FLI21W INDICATOR FAIN PLAIF'ER CONNECTION rAr N+NG THE ,TR'i€E7-�,, BURY LINE 4"x24"x,G" t IY"iR0i SHALL BEE 1, STALLED IN AEOi"NRCANCE VA-H ANSI,/A"oW THE HYDRANTS SHALL 81, GAI N BY T 1F NA,AI 10FACTUREQ. WITH 2 I1 �MIW). 2 E°�II EKi MAY €3E NECESSARY TO 011 UjkEF UNDER WA -ES OR AT )°610 LaaATN��N�„ rl ; II tI tN'7,a O t�€"F'SITS AR . INC .,,�dl F;,N IN +,'ANT A'SFI,;AIF�d"�, All Ian,, iT BE C" t� TO!"? PIP AN Al"Y I2P"nLl: IC 'u'%? 17,k C. "I IAL IAVF A14 ii1i .A r;;€" ON ,i IiI.1.P'a kI ° hi, I I 1, =I, A RI ` IH,x ^,a I IP1I I N1ti ., 'A' E : Itd -4 t IF011 €{ FIbnVAI �19 �"OVID r E .LrT �LFA�AN�OF �� ANYI EF.TF "'d F 8I, i SHALL N1N Cd I.n t tip'" I kiFAN.T It" l d , N I_ ? r. ,u MAIN TO -11E '€11.A,N�T IE G I��F: L€, � EEt E"�E ,��'� VALVE � Led - I-_1t1 T�. ,FEi WITHIN E THE MAIN. 6. ANY F€',, J1 N5 FROM TIT i F :FLA O"i RFOUIRIF ,i rd RIT EN IRFEOM61EN+IE"A71ON FROM THE WN IINEER-OF-RECi Ah , i A1PPACVAL 1�fIlf L° TAH -55. AIWII rIr �a +,®na r ii i� `at ry�k �.n P€W�Y'� W'Ck� J L LtF& L rA f_ FIRE HYDIR T ASSIEl BL'W ,,,,,,, ,�•• MATCH EXIST. /�N ' / / / CONST 2" PVC 110, FORCE MAIN n N TO BE USED FOR PHASE 2 R1-1 STO 01SIGN / CONST. 2 ' W/24" ADC / RESTRAINED 45° THERMOPLASTIC !� n ONST. M.E.S. ST BAR /' / INV.=10.90 CONST. OL4 18" RCP /� /� / loll� © 0.18% 13.79 � I � �' 13. 67 // x 35'R MATCWEXIST. / N .11 CCiNS'M.E.S. �10, N leINV. 0.8 CONST 2" PVC FORCE MAIN x I TO BE USED FOR 05,13.44PHASE 2 13.32 13.44 I a / ,x' /// 'i/ N x 13.33 -0N N/ x 00 �9 � � X73 0 , M g 13.15 13.3'� x 4 _A 'x o x 13.00 13�2 CONST. FIRE HYDRANT 0 �'� �'� ASSEMBLY (HYDRANT NOT �' + 0 DRAWN TO SCALE). ��'"� ^ M 12.8 R (SEE PORT ST. LUCIE N /' �' 12.84 13.1 13. ETAIL W-06 ABOVE,,' CONST. A.D.A. RAMP / x �� 0 12:1 MAX. SLOPE 1399 1 .50 N CONST. �S-2 1�9 13.8 N / a+ �+ O a� 12.63 GRATE 12 INOLET 13. 1 13.8 x x A-INV.=8.02 o ' MATCH EXIST.m N �lb X +1�' i o i rn 9 / I / X N, N CONST. 2" 22.5' RESTRAINED FI ING x MATCH E ISTING ELEV. ' N N X X1330 CONST. WID j, CONT. 128LF 18" RCP CONC. S EWALK o g / 0. 13.2 8o / N ' CO F ' 8" Rr,"f' 4 7 14. 6 "CAP 2" FO CEMAIN &'� F§F E W € 4wf,tr Rat I�G'Crq a� �,:�t. O h, PH ❑Ika IE '.I ' T N-#14Lt L' FAX (. �. 2;i 69'T,3- ^ �' ct1 M .s \V BO ® 0.45% -A- SH Ere� rF1 13.03 13.1 12.76 X X X� x /� 14.86 CON T. *EW x x 13.28 x x \ W00 LANDING �' r7 r x INV,=8.20 CONST. NE 2?&4 UGGED) :.: -. WOOD RAMP I - tONS /-55LF 18"' RCP / 0 x %� o /' 5' 96 W A.D.A. H NDRAILIS 12 95 1 1 ON T OY� '�' ' X v GRAPHIC SCALE 20 O 10 20 40 IN FEET I inch = 20 ft. BASIN 6 LAKE 5 C.E. =7.99 NAVD 881) EXISTING MARL PATH 'INV.=3.80 CONST. 170LF 18 CAP 4 2.48% C9ti 0. 8% CONST. M.E.S. 9 yo 12. C S W I SAWCUT AND INSTALL INV.=10.3 STAIRS W HAN,DF�A4S x I " CON ^ S-1 12.89 C �T. WIDE 13.53 `� 2 X2 RESTRAINED TEE 12.81 TYPE "C" INLET ,./ N 13.00 INC. S EWALK \\ �, I CONTRACTOR TO MATCH EXIST. GRATE=12.50 Ir' N CONST. 5 WIDE \ , NV.=8.75 E 48, x 3S' 1 .07 CONIC SIDEWALK 15 I VERIFY LOCATION R INV.=8.25 �N ' 13.5 0 N 13.14 .72 3.55 ��''f ; Q _ _ _ CONST. 2" WATER SERVICE 13.40 0 x x N 3 �� \ I AND 2 RPZ BACK- o CONST. M.E.S. CONST. NEW ! ^� \ FLOW PREVENTER R1-1 STOP SIGN CONST. MP 3.6 X ' NV.=10.20 13.5 ZA „ A.O.A.�. WOOD DECK 15.9 '' \ x / o W/24 WIDE 12:1 MAX. SLOP 6 13. W HANDRAILS �'� I " 0-11 THERMOPLASTIC 13.7�1 / ILS �' C. EXIST. tLIVATED \ I + EXIST. 2 PVC k STOP BAR N 12.69 �2 50 �/ . { WOOD DECK TO REMAIN \ 1 WATERMAIN / 13.35 13.10 3' 13.5 `�, 13.75 \ V�RIFYALOCATION 13.02 13.83 14.11 A 13.71 CAP 2 SERVICE CONS. 2 �1 13.23 123 13.45 . 13.4 `' ���/' M .96 ��o �f I &ESTRA1" R�ST�RAINED JEE 12.84 EXIST. WOOD x \ ��`�'� \ I 45° FITTIti STAIRS TO REMAI x 1 13.35 �+ �. 13.94t 1 .811 + 3 '� X 13. + 3S CONST. NEW 'a '6 x X1367 WOOD RAMP & DEK \ '�, �\^� \ x 13.1 1 13.10+ W/ A.D.A. HAN DRAI L� \\ ��<Q\ \ y� x � h 13,09 x CONST. 5.5 WIDE / x CONC. SIDEWALK ° o o7 X \ N � 13 0 13.90 1 x 13.29 I 13.91 13.79 x N 12.46+- ,2 13.97 -----�K12.o1 x x o I c N 12$- 1 �h �,25 a X N N 9 11 I^ - - - - � 11.99 J ""? x 17.95 ---- +11.98 v -I x 00 90 co \ M X X x \ n N � N x r � \ N ri X . 1^ IV fig. ° � / / \ X k 11 CONST. N 115LF 12" PVC ® 0.35% x x 13.83 CONST. 5' WIDE x /=' CONC. SIDEWALK rN 13.00 M / CONST. 1 PVC WATER 5g M SERVICE TO PICKLEBALL X /x WATER FOUNTAINS 72 I c _ `'' N ♦,. ON ,, M to x ^ 3 0 N x X EXIST. 2" PVC x x --X - x � -� REUSE MAIN ---- ULq a ---_-----€ x ------- 0, Q,� (V C N U U X 1N� C0LO X J/J x 14.1 s I CONST. YD-3 CONST. 1 " 90° 12" INLINE DRAIN GRATE=12.80 CONST. INV.=9.15 1 " 90° x x x " x x o Q 0 L0 n 0 x� a N J 00 00 z 0 0 WATER FOUNTAIN i SEE SHEET C3 113.001 13.20 13 13.20 0 COUvTS ITYPIr EW AL) �I PHASE 1 GRADING / UTILITY PLAN A M MASTELLER & MOLER, INO ■ M(�nnnMMMn M @@R@U1V0 @ gH@0Kggn@ 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32g60 (772) 567-5300 /FAX (772) 7g4-1106 CERTIFICATE OF AUTHORIZATION NUMBER 4204 / L� \npO U MLrLj �u uu D2nup@g LAKESIDE ACTIVITY CENTER ST. LUCIE COUNTY Title to all documents which bear the copyright of f steller & M ler,ole 1nC. I. vested solely in Hosteller & Holer, Inc. These documents are provided to the owner solely in connereus with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Inc. pursuant to the Federal Copyriqht Low. ©2019, MASTELLER & NOLER, INC. S T E P H E N E. M O LE R P E F L 3 319 3 � P.E. DRAWN SH DEAD SH d SEM DATE 9/19 I. 12/2119 ADD PAVING DETAIL & AREA OF RESCUE ASSISTANCE PER SLC COMMENTS SH/SEM SCAB 1 "=20' NO. DATE DESCRIPTION PR/APP s1�tr C2 of C6 Q E VIS IONS PRO&CT W•: 1902