JUNE 15, 2016 TILLMAN & ASSOCIATES ENGINEERING DAVID TILLMAN 1720 SE 16TH AVE BLDG 100 OCALA, FL 34471

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1 JUNE 5, 206 TILLMN & SSOCITES ENGINEERING DVID TILLMN 720 SE 6TH VE LDG 00 OCL, FL 3447 PROJECT NME: PMVS OF OCL PROJECT # PPLICTION: MJOR SITE PLN REVISION #063 Dear David: The above referenced project was reviewed by Development Review staff and the following comments are for your review. You need not reply to the comments, and if the comments have been previously completed, simply disregard. Your plan will be scheduled for approval by the Development Review Committee on June 20, 206. This item will be on the consent agenda and attendance is not required. DEPRTMENT: ENGDRN - STORMWTER REVIEW REVIEW ITEM: lternative Treatment Techniques STTUS OF REVIEW: INFO REMRKS: 06/3/206 Please note that the swale on the north side of the driveway will be sodded. JSF 05/25/206 How will water quality be provided? Will this DR have a sodded bottom? 2 DEPRTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: Plans signed by owner & signed and sealed by engineer/surveyor. STTUS OF REVIEW: INFO REMRKS: fter approval, plans will be electronically stamped by the County. The applicant will receive an indicating that approved plans are available for download and are located in the eplans project pproved folder. Please print, obtain required signatures, and sign and seal two 24 x 36 sets of the electronically stamped approved plan and deliver them to the Office of County Engineer. Upon receipt, a development order will be issued. Until such time as that development order is issued, the project does not have final approval and construction shall not commence.

2 3 DEPRTMENT: UTIL - MRION COUNTY UTILITIES REVIEW ITEM: Comments - No Response Required. STTUS OF REVIEW: INFO REMRKS:. Property owner shall own and maintain all water and wastewater utilities outside of the Right-of-Way. If you have any questions please contact me at (352) or carla.sansone@marioncountyfl.org. Sincerely, Carla Sansone Development Review Coordinator 2

3 PMVS OF OCL Project # #063 Parcel #

4 Tillman & ssociates ENGINEERING, LLC. 720 SE 6th ve. ldg 00 Ocala, FL 3447 Office: (352) Fax: (352) CERTIFICTE OF UTHORIZTION # ' x 50' POLE RN GRSS PRKING RE STORY LOCK LDG FF: 97.80' DR COMMUNITY HLL W/ STGE & GRN RMS 20'x80' FF: 93.50' DR FUTURE 40' x 60' SHED KITCHEN REST ROOMS FF: 92.00' This item has been electronically signed and sealed by J. David Tillman State of Florida, Professional Engineer, License No. 6028, on June 7, 206, using an SH- authentication code. Printed copies of this document are not considered signed and sealed and the SH- authentication code must be verified on any electronic copies. Certificate of uthorization # SIGNTURE: DTE:

5 40' x 50' POLE RN GRSS PRKING RE MTCHLINE - SEE SHEET 6 STORY LOCK LDG COMMUNITY HLL W/ STGE & GRN RMS 20'x80' FUTURE 40' x 60' SHED KITCHEN WTER FETURE REST ROOMS This item has been electronically signed and sealed by J. David Tillman State of Florida, Professional Engineer, License No. 6028, on June 7, 206, using an SH- authentication code. Printed copies of this document are not considered signed and sealed and the SH- authentication code must be verified on any electronic copies. Certificate of uthorization # SIGNTURE: DTE: S:\Marion County\PMVS of Ocala\CIVIL\CONSTRUCTION\2-7053_ Utility Plan.dwg, 6/2/206 2:39:42 PM, tstokes, DWG To PDF.pc3, : CERTIFICTE OF UTHORIZTION #26756 ENGINEERING, LLC. E THERE SHLL E NO PIPED CONNECTION T NY TIME, IN NY CIRCUMSTNCE, ETWEEN THE POTLE WTER LINES ND THE PIPES FOR IRRIGTION. 720 SE 6th ve. ldg 00 Ocala, FL 3447 Office: (352) Fax: (352) Tillman & ssociates NOTES:.

6 MEET GRDES PER PLN 4'-2" 4: 8-7/ 4: INLET WITH STRUCTURE OTTOM 4'-3" 5-5/ INLET ELEVTION 2.5% SLOPE INLET GRTE 5-5/ 2.5% SLOPE TWO (2) REQUIRED PER INLET SWLE - SECTION - 4'-0" N.T.S. FILLER LOCK ND GROUT 2" CCEW SOD ' MTCH GRDE 4'-3" " Ctrs 8" Ctrs 6' 6' 4'-4" 4: X M 4: M X VRIES SEE PLN 3'-3" 3" typ typ 3" 4'-0" 4'-3" INLET GRTE FRME (' DEEP MIN) SECTION - SECTION - MODIFIED TYPE V, GUTTER INLET GROUND RETINING WLL (Y OTHERS) N.T.S. GENERL NOTES 3' NOTE: RETINING WLL SHLL E CONSTRUCTED PER SECTION OF THE FLORID UILDING CODE, 5TH EDITION (204) UILDING, ND LOCL PPLICLE REGULTIONS SWLE - SECTION D-D. INLET TO E PRECST CONSTRUCTION. THIS INLET CN E USED WITH LT. "" STRUCTURE OTTOMS, FLORID DOT INDEX NO /4" 3. CST IRON DITCH OTTOM INLET GRTE SHLL E US FOUNDRY NO. 620 OR EQUL. GRTES SHLL E SUPPLIED WITH EYEOLT, CHIN, ND COLD SHUT IN CCORDNCE WITH FLORID DOT INDEX NO. 20, SHEET 2 OF 6. 4'-" 4"x4" CONCRETE WEIR WITH #5 RER 2. CONCRETE WHICH MEETS THE REQUIREMENTS OF STM C-478 SHLL E USED FOR PRECST UNITS MNUFCTURED IN PLNTS WHICH RE UNDER STNDRD OPERTING PROCEDURES FOR THE INSPECTION OF PRECST CONCRETE PRODUCTS. ENKMT EROSION CONTROL FRIC. 4. LL EXPOSED CORNERS ND EDGES OF CONCRETE RE TO E CHMFERED 3/4". 5. REFER TO FLORID DOT INDEX NO. 200 FOR USE WITH LT "" STRUCTURE OTTOMS. GENERL NOTES X. 5' 4: SL TOP VIEW OP 27-7/8" E 3-3/4" 3. LL EXPOSED CORNERS ND EDGES OF CONCRETE RE TO E CHMFERED 3/4". 2' SIDE VIEW C 2" 4: 4: 2' " SECTION - SECTION - DITCH OTTOM INLET TYPE C 3'-" SECTION - PRECST 8" CIPL PRECST 8" CIPL COMPCTED #57 STONE ON PLN 35-7/8" COMPCTED #57 STONE ON PLN 2" C/C T.O.. = 5.0' 2" C/C WEIR = ELEV. 3'-" VRIES 5' MX 3/ REINFORCED FIERGLSS SKIMMER COLOR-DISPPERING GREEN ENVIRO GLSKIMER OR EQUL TOP VIEW 3-3/4" 2" 2'-4-/2" 4. REFER TO FDOT INDEX #232, TYPE "D" INLET FOR DDITIONL INFORMTION. () Ø HOLE ON PLN M 2. STEEL GRTE PER FDOT INDEX #232, SHEET 2 OF 2, SHLL E SUPPLIED WITH EYEOLT, CHIN, ND COLD SHUT IN CCORDNCE WITH FLORID DOT INDEX NO. 20, SHEET 2 OF REINFORCEMENT SHLL COMPLY WITH FLORID DOT INDEX NO. 20, SHEET 4 OF 6.. CONCRETE WHICH MEETS THE REQUIREMENTS OF STM C-478 (4000 PSI) SHLL E USED FOR PRECST UNITS MNUFCTURED IN PLNTS WHICH RE UNDER STNDRD OPERTING PROCEDURES FOR THE INSPECTION OF PRECST CONCRETE PRODUCTS. COMPCTED #57 STONE ON PLN INLET GRTE #5 RER WEIR DETIL 'C-C' N.T.S 8"Ø WEEP HOLE WHERE INDICTED ON PLNS SECTION - SECTION - WEIR # TYPE "C" CONTROL STRUCTURE DETIL N.T.S. WEIR CREST WEIR LENGTH TOP OF NK C W ' 79.0 W W ' 7.4 SOD VRIES CKFILL ND COMPCT WITH LOW PERMEILITY MTERIL SUCH S CLYEY-SND OR CLY SHLLOW SINKHOLE/CVITY DEEP SINKHOLE/CVITY IN THE EVENT THT NY KRST FETURES SUCH S SINKHOLES, SOLUTION CVITIES, CHIMNEYS, ETC. RE DISCOVERED DURING ROUTINE INSPECTIONS OF THE STORMWTER SINS, THE FOLLOWING REMEDITION PROCEDURE SHLL E PROFORMED SOIL COMPCTED SOIL COMPCTED D SOIL SOIL CKFILL W/ GROUT WITH CLEN LIMESTONE GGREGTE SECTION VIEW SHLLOW REPIR (SEE DETIL): IF THE COLLPSE IS SHLLOW (<5' DEEP) ND THE VOIDS IN THE LIMESTONE RE SMLL, THEN THE SINKHOLE CN E REPIRED Y CKFILLING WITH LOWER-PERMIEILITY MTERIL, SUCH S CLYEY-SND OR CLY. THE MTERIL SHOULD E COMPCTED ND THE REPIR SHLL E SLIGHTLY OVE THE ORIGINL OTTOM IN ORDER TO CRETE SMLL MOUND TO CCOUNT FOR SETTLING F TOP OF NK OTTOM ELEV. DEEP REPIR (SEE DETIL): IF THE COLLPSE IS DEEP, THEN THE REPIR SHLL E MORE PERMNENT. THE COLLPSE SHLL E EXCVTED TO THE LIMESTONE EDROCK THE VOID(S) IN THE EDROCK SHLL E PLUGGED WITH CLEN GROUT. LOW PERMEILITY MTERIL SHLL E PLCED OVER THE CONCRETE PLUG. THE MTERIL SHLL E COMPCTED ND ROUGHT TO SIN OTTOM. NOTIFICTION: THE SOUTHWEST FLORID WTER MNGEMENT DISTRICT (SWFWMD) SHLL E NOTIFIED OF NY SINKHOLE DEVELOPMENT WITHIN 48 HOURS OF DISCOVERY ND THE METHOD Y WHICH THE SINKHOLE WILL E REPIRED SHLL E SUMITTED TO THE SWFWMD FOR PPROVL WITHIN 30 DYS. THE SWFWMD WILL THEN NOTIFY THE RESPONSILE PRTY S TO THE CCEPTNCE, DENIL OR NEED FOR MODIFICTION OF THE REPIR METHOD. DR # T.O..(FT) OTTOM(FT) DHWL(FT) C SHWL(FT) D F MTCH GRDE MTCH GRDE MTCH GRDE POND CROSS-SECTION NOT TO SCLE S:\Marion County\PMVS of Ocala\CIVIL\CONSTRUCTION\2-7053_008 Drainage Details.dwg, 6/7/206 9:35:56 M, tstokes, DWG To PDF.pc3, : This item has been electronically signed and sealed by J. David Tillman State of Florida, Professional Engineer, License No. 6028, on June 7, 206, using an SH- authentication code. Printed copies of this document are not considered signed and sealed and the SH- authentication code must be verified on any electronic copies. Certificate of uthorization # D SESONL HIGH WTER LEVEL (SHWL) SIGNTURE: MITERED END SECTION CERTIFICTE OF UTHORIZTION # '-0' 4' ENGINEERING, LLC. E 4' MEET GRDES PER PLN 720 SE 6th ve. ldg 00 Ocala, FL 3447 Office: (352) Fax: (352) '-0" OR 3'-3" Tillman & ssociates GENERL NOTES 3'-0" OR 3'-3" 8' SWLE