NOVEMBER 14, 2016 BURRELL ENGINEERING TROY BURRELL N FLORIDA AVE DUNNELLON, FL 34434

Size: px

Start display at page:

Download "NOVEMBER 14, 2016 BURRELL ENGINEERING TROY BURRELL N FLORIDA AVE DUNNELLON, FL 34434"

Elvin Norris
5 years ago
Views:

NOVEMBER, 0 BURRELL ENGINEERING TROY BURRELL 005 N FLORIDA AVE DUNNELLON, FL 33 PROJECT NAME: SECO @ SR 00 PROJECT #9990079 APPLICATION: MAJOR SITE PLAN #9388 Dear Troy: The above referenced project

1 NOVEMBER, 0 BURRELL ENGINEERING TROY BURRELL 005 N FLORIDA AVE DUNNELLON, FL 33 PROJECT NAME: SR 00 PROJECT # APPLICATION: MAJOR SITE PLAN #9388 Dear Troy: 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 November, 0. This item will be on the consent agenda and attendance is not required. DEPARTMENT: ENGDRN - STORMWATER REVIEW REVIEW ITEM:.3.0.B - Copy of NPDES Permit or NOI STATUS OF REVIEW: INFO REMARKS: Please provide a copy of the NPDES Permit or NOI prior to the commencement of construction. DEPARTMENT: ENGIN - DEVELOPMENT REVIEW REVIEW ITEM: Additional Development Review Comments STATUS OF REVIEW: INFO REMARKS: After 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 Approved folder. For Development Review submittals, with the exception of Final Plats and Minor Site Plans, applicants are required to print, obtain required signatures, and sign and seal two x 3 sets of the electronically stamped approved plan and deliver them to the Office of County, Development Review Section, located at SE 5th Avenue Ocala, FL 37. 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, if applicable, shall not commence. For plans requiring As-Builts, As-Builts and associated documentation shall be submitted on paper in accordance with current county requirements.

2 3 DEPARTMENT: UTIL - MARION COUNTY UTILITIES REVIEW ITEM:.. - Connection Requirements STATUS OF REVIEW: INFO REMARKS: No water or sewer required on this site DEPARTMENT: UTIL - MARION COUNTY UTILITIES REVIEW ITEM: Additional Utilities comments STATUS OF REVIEW: INFO REMARKS: Existing 8" watermain is parallel to the south property boundary, approx. -' away from boundary. Please use caution in this area If you have any questions please contact me at (35) 7-88 or carla.sansone@marioncountyfl.org. Sincerely, Carla Sansone Development Review Coordinator

4 R MAJOR SITE PLAN FOR 3 9 SECO String of Ponds 8 7 SITE LOCATION MAP SECTION TOWNSHIP S - RANGE 0E MARION COUNTY "= MILE PROJECT DATA PARCEL ID NUMBER LAND USE DESIGNATION COMMERCIAL PARCEL ID: Prime Key: 95 Flood Zone Information: Subject property is located in Flood Zone "AE" according to: Flood Insurance Rate Map: 083C08D Effective : August 8, 008 Flood Elevation 78., NAVD 988 DEVELOPMENT AGREEMENTS DATA BLOCK: ZONING CLASSIFICATION B-5 APPROVED VARIANCES SPECIAL USE PERMIT ZONING REQUIREMENTS Secondary OVERLAY ZONES Springs Protection GROSS SITE ACREAGE (COMMERCIAL).0 EXISTING/ PROPOSED USAGE ELECTRICAL SUBSTATION EXISTING/ PROPOSED BUILDING HEIGHT 0' SITE COVERAGE: EXISTING/ PROPOSED GROSS FLOOR AREA 90 SF / 55 SF PROPOSED ADDITIONAL IMPERVIOUS AREA (AC.) 0.0 PROPOSED GROSS NON-RESIDENTIAL FLOOR AREA RATIO.5% EXISTING NATURAL OPEN SPACE, WATER (GOLF COURSE) PROPOSED PRESERVED NATURAL AREAS NUMBER OF REQUIRED/ PROVIDED PARKING SPACES PROJECTED DAILY TRIP GENERATION: AM/ PM PEAK HOURS PROPOSED MILES OF ROAD PROPOSED NUMBER OF LOTS PROPOSED NUMBER OF BLOCKS PROPOSED NUMBER OF TRACTS DESIGN SPEED (M.P.H.) FUNCTIONAL CLASSIFICATION ROAD STATUS NO SITE WORK SHALL BE CONDUCTED PRIOR TO OBTAINING A "SITE PERMIT" FROM THE COUNTY. CALL THE COUNTY ENGINEERING DEPARTMENT TO SCHEDULE A 'PRE-SITE WORK EROSION CONTROL AND TREE PROTECTION IMPLEMENTATION STRATEGY MEETING' WHICH IS REQUIRED PRIOR TO INSTALLING EROSION CONTROLS AND OBTAINING THE SITE PERMIT. UTILITY SUBSTATION SITE AREA:.03 ACRES PROJECT AREA:.03 ACRES FUTURE LAND USE (SUBJECT AND ADJACENT PARCELS) = COMMERCIAL ZONING: PARCEL B5 ADJACENT PARCELS... A (West) B5 (North, East, South) LAND USE: UTILITY (COM, Low Density Residential) PROPOSED / EXISTING LAND USE, UTILITY-ELEC. SUBSTATION LOT WIDTH: 0' LOT DEPTH: 0' BUILDING SETBACKS: FRONT ROAD (70') PROVIDED 07.5' FROM R/W SR 00 SIDE (0') PROVIDED 0' SOUTH SIDE REAR (5') PROVIDED 5' WEST SIDE ISR: EXISTING 9.03% PROPOSED 9.5% FAR: EXISTING 0.57% PROPOSED.09% BUILDING AREA: 90 SQ.FT. EXISTING TO BE REMOVED BUILDING AREA NEW 55 SQ.FT. PROPOSED BUILDING USE: SWITCH GEAR ENCLOSURE-ELECTRIC EQUIPMENT HOUSING BUILDING TYPE: MODULAR CONCRETE & STEEL BUILDING HEIGHT: 0' STRUCTURE HEIGHTS: TRANSMISSION POLE: 9' (EXISTING) STEEL H STRUCTURE FRAME 50' (EXISTING) OWNER/DEVELOPER: SUMTER ELECTRIC COOPERATIVE, INC. 330 SOUTH U.S. HIGHWAY 30 SUMTERVILLE, FLORIDA (35) CONTACT: KENNY RODRIGUE SITE ADDRESS: 9097 SW Hwy 00 Ocala, FLORIDA 38 REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Correct Parcel No. in Project DATA Table // Add County & St. to TB, add notes per county comments, move stamp blk 0/3/ NTS 09//0 09// 0 STATION MAINTENANCE 793 CIVIL TITLE PAGE K. RODRIGUE T.BURRELL OR- 0 -

5 R REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. Base -3 Add County & St. to TB per county comments, move stamp blk 0/3/ N.T.S. 09// 09// 0 STATION MAINTENANCE 793 CIVIL INFORMATION K.RODRIGUE T.BURRELL NOTES OR 0 -

6 3 TBM # : SUMTER ELECTRIC COOPERATIVE, INC. PARCEL ID#: CONTAINING.03 ACRES +/- BASED ON FIELD SURVEY : : TBM # Top of Capped Iron Rod Elevation = 83.53' TBM # Top of Capped Iron Rod Elevation = 8.0' : 5 NGS BENCHMARK F-593, WITH A PUBLISHED ELEVATION OF 83.', NAVD 988(See Survey) : TBM # REG. ENGINEER NO. 30 BUR RELL BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Add County & St. to TB per county comments, move stamp block 0/3/ 09// 09// 0 STATION MAINTENANCE 793 SURFACE WATER POLLUTION :0 K.RODRIGUE T.BURRELL PREVENTION PLAN OR 0-3

REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No. 7973 005 N. FLORIDA AVE DUNNELLON, FL 33 PH. 35-89- FAX 35-89-7 R BEI JOB NO. -3, FILE NO.

7 REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX R BEI JOB NO. -3, FILE NO. P-5, DRAWING NO. BASE-3 N.T.S. Add County & St. to TB per county comments, move stamp blk 0/3/ 09// 09// 0 STATION MAINTENANCE 793 SWPPP K.RODRIGUE T.BURRELL PLAN NOTES OR 0 -

8 A ³ ³ B A B REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX R BEI JOB NO. -3, FILE NO. P-5, DRAWING NO. BASE-3 N.T.S. Add County & St. to TB per county comments, move stamp blk 0/3/ 09// 09// 0 STATION MAINTENANCE 793 SWPPP K.RODRIGUE T.BURRELL SOIL TRACKING DETAIL OR 0-5

9 FENCE & GROUND WIRE TO BE RELOCATED - SEE DETAIL SHEET FE-0-9 SCADA TOWER TO BE RELOCATED SOUTH OF NEW CONTROL HOUSE 3' 5' 0' REMOVE REMOVE CONCRETE FLUME 00' 5' REMOVE,0 SF GRAVEL IN HATCHED AREA REMOVE CONCRETE FLUME REG. ENGINEER NO. 30 BUR RELL BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Note W fence & ground wire to be relocated per MC comments 0/0/ Add County & St. to TB per county comments, move stamp block 0/3/ 09// 09// 0 STATION MAINTENANCE 793 SITE :0 K.RODRIGUE T.BURRELL DEMOLITION PLAN OR 0 -

10 B5 BSL-0' SIDE A BSL-5' REAR B5 EXISTING SUBSTATION BSL-70' FRONT B5 B5 I BSL-0' SIDE B5 REG. ENGINEER NO. 30 BUR RELL BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Add 7' LS buffer, fence and LS notes per county comments 0// Add County & St. to TB per county comments, move stamp block 0/3/ 09// 09// 0 STATION MAINTENANCE 793 SITE :0 K.RODRIGUE T.BURRELL PLAN OR 0-7

11 3.7'.5' 30' BSL-0' SIDE 5' 8.' 3.5' 5.0' BSL-5' REAR '.0' 33.0' 7.3'.5' 30.0' EXISTING SUBSTATION BSL-70' FRONT 0' 38' 38.8' BSL-0' SIDE 0' 8.5' 0' 0' REG. ENGINEER NO. 30 BUR RELL BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Add County & St. to TB per county comments, move stamp block, add 0/3/ BSL info, adjust fenceline and buffers 09// 09// 0 STATION MAINTENANCE 793 SITE COORDINATE :0 K.RODRIGUE T.BURRELL & GEOMETRY PLAN OR 0-8

12 5 3 ' A B 7' R5' TYP. A 35' 3' B 8' " - #57 WASHED GRANITE xx.x' PROPOSED SPOT GRADE AREA OF "- NO. 57 GRANITE WITH ENVIROGRID EGA30 " OVER WOVEN GEOTEXTILE 8' R5' TYP. C FFE D STABILIZED SUBGRADE, 98% COMP. L.B.R. 0 (A.A.S.H.T.O. T-80) AREA OF "- NO. 57 GRANITE, NO LIMEROCK BASE, W/STABILIZED SUBGRADE** ** CONTRACTOR TO INSPECT THE REMAINING GRAVEL ON SITE AND ADD ADDITIONAL #57 WASHED GRANITE TO BRING ALL AREAS TO A MINIMUM DEPTH OF () INCHES OF GRAVEL. IN AREAS WHERE HEAVY VEHICULAR TRAFFIC IS APPARENT, CONTRACTOR SHALL COMPACT THE SUBGRADE AND ADD 8" OF LIMEROCK BASE PRIOR TO PLACING GRAVEL. C EXISTING GROUND D 8' HIGH CHAIN LINK FENCE PROPOSED ' HIGH CHAIN LINK FENCE EXISTING GROUND PROPOSED CONTROL HOUSE PROPOSED ' HIGH CHAIN LINK FENCE ANCHOR TRENCH FILL WITH #57 WASHED GRANITE-SEE SHEET OR-0-3 FOR DETAIL ANCHOR TRENCH-SEE SHEET OR-0-3 FOR DETAIL. FILL WITH #57 WASHED GRANITE PROPOSED GROUND ANCHOR TRENCH FILL WITH #57 WASHED GRANITE-SEE SHEET OR-0-3 FOR DETAIL PROPOSED GROUND #57 WASHED GRANITE #57 WASHED GRANITE #57 WASHED GRANITE GEOTEXTILE FILTER FABRIC-WOVEN ENVIROGRID EGA30 " PANEL SIZE 8.'X7.' WITH ENVIROLOCKS FOR ANCHORS DRA GEOTEXTILE FILTER FABRIC-WOVEN ENVIROGRID EGA30 " PANEL SIZE 8.'X7.' WITH ENVIROLOCKS FOR ANCHORS FILL THIS PORTION OF EXISTING DRA GEOTEXTILE FILTER FABRIC-WOVEN ENVIROGRID EGA30 " PANEL SIZE 8.'X7.' WITH ENVIROLOCKS FOR ANCHORS DRA PROPOSED GROUND EXISTING GROUND BTM = 73.0 BTM = 73.0 GRAVEL # 57 WASHED GRANITE BTM = 73.0 GRAVEL # 57 WASHED GRANITE GRAVEL # 57 WASHED GRANITE BUR RELL BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. BASE-3 Add County & St. to TB, adjust fencing/buffers per county comment move stamp blk, Add SHW Elev. to DRA Sections 0/3/ REG. ENGINEER NO // 09// 0 STATION MAINTENANCE 793 DRAINAGE :0 K.RODRIGUE T.BURRELL PLAN & DETAILS OR 0-9

13 R NOTES:. THE TYPE AND QUANTITY OF TENDONS AND ATRA ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER.. THE GEOWEB SHALL BE FILLED WITH THE SPECIFIED MATERIAL (#57 WASHED GRANITE) AND SHALL BE SUITABLE TO WITHSTAND THE APPLICABLE HYDRAULIC CONDITIONS. 3. THE GEOWEB SECTIONS SHALL BE ANCHORED TO RESIST SLIDING DUE TO DRIVING AND HYDRAULIC FORCES.. IF VEGETATION IS DESIRED, PROVIDE AN EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT IF THERE IS A POTENTIAL FOR WASH-OUT PRIOR TO ESTABLISHING VEGETATION. 5. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAF AND END TO END CONNECTION.. REFER TO TYPICAL TENDON ANCHOR SYSTEM AND ANCHOR TRENCH DETAIL ABOVE FOR ANCHOR DETAILS. 7. THE GEOWEB SPECIFIED ON THESE PLANS IS A PRODUCT OF GEO PRODUCTS, LLC HOUSTON, TX 8. LOCAL FLORIDA CONTACT / PROVIDER IS JAMES KACHUNRAK WITH FERGUSON ENTERPRISES TAMPA, FL PHONE REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO., FILE NO., DRAWING NO. -3 P-57 BASE-3 Add County & St. to TB per county comments, move stamp blk 0/3/ N.T.S. 09// 09// 0 STATION MAINTENANCE 793 DRAINAGE K.RODRIGUE T.BURRELL DETAILS OR 0-30

14 R REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO., FILE NO., DRAWING NO. -3 P-57 BASE-3 Add County & St. to TB per county comments, move stamp blk 0/3/ N.T.S. 09// 09// 0 STATION MAINTENANCE 793 DRAINAGE K.RODRIGUE T.BURRELL DETAILS OR 0-3

15 R REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. Base -3 Add County & St. to TB per county comments, move stamp blk 0/3/ N.T.S. 09// 09// 0 STATION MAINTENANCE 793 INSTALLATION K.RODRIGUE T.BURRELL SPECIFICATIONS OR 0-3

16 R REG. ENGINEER NO. 30 BURRELL ENGINEERING, INC. CIVIL ENGINEERING CA No N. FLORIDA AVE DUNNELLON, FL 33 PH FAX BEI JOB NO. -3, FILE NO. P-57, DRAWING NO. Base -3 Add County & St. to TB per county comments, move stamp blk 0/3/ N.T.S. 09// 09// 0 STATION MAINTENANCE 793 INSTALLATION K.RODRIGUE T.BURRELL SPECIFICATIONS OR 0-33

21 N TI TA BS SU E S I X N I T O G JOHN J. OLTERS, PLA REGISTRATION # LA00057 MPA M I C H A E L LAND PLANNING 35 S.E. 7TH ST P A P E & A S S O C I A T E S, P. A. SITE DESIGN OCALA, FLORIDA 37 MPA JOB NO. 0. LANDSCAPE ARCHITECTUR E (35) mail@mpala.net BY: : ABT 09// /3/ Landscape Architect :0 K.RODRIGUE J.OLTERS 0 STATION MAINTENANCE LANDSCAPE PLAN 793 OR 0-0

JOHN J. OLTERS, PLA REGISTRATION # LA00057 MPA M I C H A E L P A P E & A S S O C I A T E S, P. A. LAND PLANNING SITE DESIGN LANDSCAPE ARCHITECTUR E 35 S.E. 7TH ST OCALA, FLORIDA 37 (35) 35-3500 mail@mpala.

22 JOHN J. OLTERS, PLA REGISTRATION # LA00057 MPA M I C H A E L P A P E & A S S O C I A T E S, P. A. LAND PLANNING SITE DESIGN LANDSCAPE ARCHITECTUR E 35 S.E. 7TH ST OCALA, FLORIDA 37 (35) mail@mpala.net MPA JOB NO. 0. BY: : ABT 09// /3/ 0 STATION MAINTENANCE 793 Landscape Architect :0 K.RODRIGUE J.OLTERS LANDSCAPE PLAN OR 0 0 -

STATUS OF REVIEW: ENGINEER WILL COMPLY

STATUS OF REVIEW: ENGINEER WILL COMPLY OCTOBER 8, 2013 PROJECT NAME: UHAUL SELF-STORAGE @ S HWY 441 - MAJOR SITE PLAN PROJECT NUMBER: 1999007762 APPLICATION: #11903 Met with staff 10/24/13, DRC on 11/4/13 1. DEPARTMENT: ENGDRN - STORMWATER