CONSTRUCTION PLANS for HALCYON A RESIDENTIAL SUBDIVISION 6100 MIDNIGHT PASS ROAD, SARASOTA, FL 34242 SECTION 18, TOWNSHIP 37 SOUTH, RANGE 18 EAST SARASOTA COUNTY, FLORIDA PID: 0030001 A DEVELOPMENT BY 6100 MPR, LLC 6100 MIDNIGHT PASS ROAD SARASOTA, FL 34242 REGIONAL MAP LOCAL MAP INDEX OF SHEETS SHEET SITE LOCATION SARASOTA COUNTY, FLORIDA 1 2 3 4 5 6 7 8 SITE LOCATION TITLE COVER SHEET AERIAL SITE MAP EROSION CONTROL AND DEMOLITION PLAN SITE PLAN TRUCK TURNING MOVEMENTS PAVING, GRADING & DRAINAGE PLAN UTILITY PLAN STANDARD DETAILS SECTION 18, TOWNSHIP 37 SOUTH, RANGE 18 EAST SARASOTA COUNTY, FLORIDA PROJECT CONTACTS ENGINEER: MATTHEW J. MORRIS P.E. MORRIS ENGINEERING & CONSULTING, LLC 6997 PROFESSIONAL PARKWAY EAST, SUITE B, SARASOTA, FLORIDA 34240 941-228-4729 MORRISENGINEERING.NET SURVEYOR: MARTIN S. BRITT, P.S.M. MBS SURVEYING, INC. 31 SARSOTA CENTER BLVD. STE. C SARASOTA, FL 34240 941-341-9935 OWNER: 6100 MPR, LLC 6100 MIDNIGHT PASS ROAD SARASOTA, FL 34242 PREPARED BY m Civil Engineering and Land Development Consulting REVISIONS 6997 Professional Parkway East, Suite B, Sarasota, Florida 34240 C.A.28780 941-444-6644 www.morrisengineering.net Matth ew J Morris Digitally signed by Matthew J Morris Date: 2017.05.10 21:15:41-04'00'
G U L F O F M E X I C O ZONE "VE" EL.=17.00 Condominium Beach ZONE "VE" EL.=13.00 BOUNDARY LINE Horizons West Condominium Peppertree Bay Condominium, Unit 4 EL.=12.00 P.I.D. = 0034148 6100 MPR LLC P.I.D. = 0030001 ZONING= RMF-2/SKOD RESIDENTIAL, MULTI-FAMILY, 9 UNITS / ZONE "VE" EL.=13.00 ZONE "VE" EL.=17.00 AREA OF DEVELOPMENT GARAGE 4N 101 GARAGE 4S 102 STAIR A GARAGE 3S 107 GARAGE 3N ELEV 4 103 LOBBY 100 GARAGE 2N STAIR B 104 P.I.D. = 0031005 Condominium Coquille EL.=12.00 MIDNIGHT PASS ROAD TOWARD P.I.D. = 0039008 0 40 80 120 GRAPHIC SCALE 1"= 40 FT PROPERTY BOUNDARY 100YR FEMA FLOOD ZONE AE AERIAL PLAN 2 8
PEDESTRIAN INGRESS-EGRESS (BEACH ACCESS) EASEMENT, PER OFFICIAL RECORDS BOOK 1530, PAGE 1363 & BOOK 1573, PAGE 455 BUILDING / AND DECK TO REMAIN 6100 MPR LLC P.I.D. = 0030001 ZONING= RMF-2/SKOD RESIDENTIAL, MULTI-FAMILY, 9 UNITS / X X X X X X X BOUNDARY DECK 6' SETBACK X X LIMIT OF DEMOLITION WATER SERVICE LINES TO BE REMOVED EX. DECK X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BUILDING / SHELL DRIVEWAY TO BE REMOVED BUILDING / OVERHEAD POWER AND POWER POLE TO BE REMOVED AND RELOCATED PART OF 6" WATER MAIN TO BE REMOVED X X X X X X X X X X X X X X X X SETBACK X X X X X X X X X X X X X X X X X 20' WALL TO BE REMOVED NONEXCLUSIVE UNDERGROUND UTILITY INGRESS EGRESS EASEMENT PER OFFICIAL RECORDS BOOK 1527, PAGE 1971 INLET TO REMAIN AND COVERED WITH FLEXSTORM FILTER PROTECTION AT ALL TIMES DURING CONSTRUCTION 117' OF BOARD WALK TO BE REPLACED CONCRETE PADS TO BE REMOVED SILT FENCE (TYP.) WATTLE FILTER PROTECTION (TYP.) 8" SANITARY MAIN TO BE REMOVED LIMIT OF DEMOLITION 8" SANITARY MAIN TO REMAIN CONSTRUCTION ENTRANCE 50' SOIL TRACKING PREVENTION DEVICE TO BE MAINTAINED AT DRIVEWAY 1989 COASTAL CONSTRUCTION CONTROL LINE GENERAL PERMIT LINE GULF BEACH SETBACK LINE X X X X X X X X 6" WATER MAIN TO REMAIN FROM THIS POINT HEADING NORTHEAST 20' ACCESS EASEMENT FLEXSTORM INLET FILTER PROTECTION P.I.D. = 0034148 P.I.D. = 0039008 P.I.D. = 0031005 PROPERTY BOUNDARY LIMITS OF DEMOLITION 0 20 40 60 GRAPHIC SCALE 1"= 20 FT SOIL TRACKING PREVENTION DEVICE TYPE III SILT FENCE EROSION SEDIMENT CONTROL PLAN NOTES: 1. SITE CONDITIONS CONSIST OF VACANT/RESIDENTIAL LAND. LAND CLEARING/DISTURBING ACTIVITIES SHALL CONSIST OF CLEARING VEGETATION, EXCAVATION OF PROPOSED STORMWATER MANAGEMENT VAULT AND PLACEMENT/EMBANKMENT OF EXCAVATED MATERIAL. 2. ALL EXCAVATED MATERIAL WILL BE UTILIZED ON-SITE TO PROVIDE MATERIAL TO ACHIEVE FINISHED GRADES PER PLAN. ANY REMAINING MATERIAL SHALL BE REMOVED FRON SITE. 3. ALL AREAS ARE TO BE GRADED WITH A 4:1 MAXIMUM SLOPE. 4. ANY DISTURBED AREAS WHERE CONSTRUCTION WILL BE ON-GOING AND FINAL GRADE WILL NOT BE ACHIEVED WITHIN FOURTEEN (14) DAYS SHALL BE SODDED OR HYDRO-SEEDED TO PROVIDE STABILIZATION. 5. ALL EROSION AND SEDIMENT CONTROLS DEPICTED ON THIS PLAN SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. 6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE VISUALLY INSPECTED WEEKLY, OR AFTER SIGNIFICANT (0.5 OR GREATER) RAINFALL EVENTS. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE CORRECTED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATTACHED. 7. CONSTRUCTION TRAFFIC SHALL ENTER VIA THE PROPOSED ENTRANCE, AND SHALL BE MARKED ACCORDINGLY. SOIL TRACKING PREVENTION DEVICES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF ANY LAND WITHIN THE PROJECT. 8. FUGITIVE PARTICULATE ABATEMENT METHODS SHALL CONSIST OF THE FOLLOWING: A. USE OF WATER TRUCKS TO CONTROL DUST ON-SITE DUE TO HIGH WINDS AND TRUCK TRAFFIC B. ENSURE THAT ALL OPEN BODIED TRUCKS TRANSPORTING MATERIAL THAT MAY EMIT PARTICLES INTO THE AIR ARE COVERED AT ALL TIMES C. ENSURING THAT ALL CONSTRUCTION TRAFFIC ENTERS AND EXITS THE SITE AT THE DESIGNATED CONSTRUCTION ENTRANCE ONLY AND ARE WASHED DOWN AS NECESSARY TO REDUCE PARTICULATE MATTER. 10. CONTRACTOR SHALL PROVIDE ENGINEER AND CITY OF SARASOTA WITH A 24-HOUR, 7-DAY EMERGENCY CONTACT NUMBER FOR ANY EROSION AND SEDIMENTATION CONCERNS. 11. THERE ARE NO WATER QUALITY MONITORING REQUIREMENTS FOR THIS PROJECT DURING CONSTRUCTION. 12. NOTE TO SILT FENCE INSTALLER: TO FACILITATE EFFECTIVE PRESERVATION OF TREES (THOSE WITH DRIP LINES DEPICTED ON PLAN SHEET LA-1) SILT FENCE SHALL NOT BE TRENCHED IN WITHIN DRIP LINES OF TREES WHERE AVOIDABLE. IF UNAVOIDABLE THEN EITHER INSTALL SILT FENCE AT GRADE (NO TRENCHING) OR USE HAY BALES IN THESE LOCATIONS. EROSION CONTROL AND DEMOLITION PLAN 3 8
R8' N 54 06'54" E 567.17' BOUNDARY PEDESTRIAN INGRESS-EGRESS (BEACH ACCESS) EASEMENT, PER OFFICIAL RECORDS BOOK 1530, PAGE 1363 & BOOK 1573, PAGE 455 DECK 6' SETBACK BOARDWALK AND ACCESS EASEMENT PROPOSED SWALE & PIPE UNDER SIDEWALK PROPOSED FENCE AROUND WOOD DECK / POOL AREA SEA GRAPE AREA SEA GRAPE AREA 6100 MPR LLC P.I.D. = 0030001 ZONING= RMF-2/SKOD RESIDENTIAL, MULTI-FAMILY, 9 UNITS / EL. 12 EX. DECK GULF BEACH SETBACK LINE 8' 24' 3 PROPOSED DECK / POOL AREA PROPOSED FENCE AROUND WOOD DECK / POOL AREA 70' 58' 18' 9' 77' 25' 6' 26' SETBACK 12' PROPOSED BOARDWALK AND ACCESS EASEMENT PROPOSED BUILDING POWER POLE 16' S 54 06'54" W 582.60' S 35 53'06" E 120.00' P.I.D. = 0034148 TYPE "D" CURB (TYP.) DECORATIVE BRICK PAVEMENT (TYP.) REFUSE AREA SANITARY MANHOLE STORM INLET NONEXCLUSIVE UNDERGROUND UTILITY INGRESS EGRESS EASEMENT PER OFFICIAL RECORDS BOOK 1527, PAGE 1971 P.I.D. = 0031005 GENERAL PERMIT LINE 20' ACCESS EASEMENT EL. 11 P.I.D. = 0039008 1989 COASTAL CONSTRUCTION CONTROL LINE PROPERTY BOUNDARY FLOOD ZONE LINE 0 20 40 60 GRAPHIC SCALE 1"= 20 FT SITE DATA - ADDRESS: 6100 MIDNIGHT PASS ROAD SARASOTA, FLORIDA 33161 - P.I.D.#: 003 0001 - ZONING: RMF-2 - : PERVIOUS = 56,955 s.f. (84.6%) IMPERVIOUS = 10,374 s.f. (15.4%) - PROPOSED: PERVIOUS = 53,264 s.f. (79.1%) IMPERVIOUS = 14,065 s.f. (20.9%) MAX. BUILDING HEIGHT: 35 FT. REQUIRED OPEN SPACE: 30% PROVIDED OPEN SPACE: 84% GROSS DENSITY: RESIDENTIAL UNITS 6 GROSS AREA (AC) 1.546 NET AREA (AC) 3.88 SITE NOTES 1. ADDRESS: 6100 MIDNIGHT PASS ROAD SARASOTA COUNTY, FLORIDA 34242 2. P.I.D.: 0030001 3. ZONING: RMF-2/SKOD RESIDENTIAL, MULTI-FAMILY, 9 UNITS / 4. AREA: 1.546 ac.± 5. LAND USE: RESIDENTIAL 6. FLOOD ZONE: SUBJECT PROPERTY LIES IN ZONE "VE" AND "AE" PER CURRENT FLOOD INSURANCE RATE MAP 12115C0143F, DATE OF NOVEMBER 4, 2016. PROPOSED SITE DATA 1. UNITS: - ROOMS 2. LAND USE: RESIDENTIAL 3. PARKING REQUIRED: 2 SPACES/UNIT + 1 SPACES/5 UNITS FOR VISITOR = 13 SPACES 4. PARKING PROVIDED: 15 SPACES SETBACKS REQUIRED - 12' FRONT, 6' SIDE AND 10' REAR PROVIDED - AS SHOWN SITE PLAN 4 8
GARAGE 4N 101 GARAGE 4S GARAGE 3S 102 STAIR A 107 41' 12.58' 19.42' 9' MIN. CENTERLINE TURNING RADIUS = 36.00' SARASOTA GARBAGE TRUCK SCALE: 1"=10' 8' 100 4 LOBBY ELEV STAIR B GARAGE 3N 103 GARAGE 2N 104 20 FOOT ACCESS EASEMENT GARAGE 4N 101 GARAGE 4S GARAGE 3S 102 STAIR A 107 GARAGE 3N ELEV 4 103 LOBBY 100 GARAGE 2N STAIR B 104 SCALE: 1"=10' FIRE LADDER TRUCK MIN. CENTERLINE TURNING RADIUS = 39.17' 8.5' 15.84' 20.83' 10' 46.67' 20 FOOT ACCESS EASEMENT 0 20 40 GRAPHIC SCALE 1"= 20FT 60 TRUCK TURNING MOVEMENTS 5 8
6.713 84 0 87 762 00 6.520 038 6.462 191 5.757 7.297 7.500 6.339 6.053 7.176.836 5.016 6.353 5.850 7.366 5.727 4.356 3 5.801 5.872 7.687 5.712 5.579 6.270 4.135 4.541 5.456 5.451 6.352 5.630 6.513 6.056 7.311 428 6.422 6.946 5.947 4.658 6.294 5.423 5.616 5.056 5.019 5.065 6.443 5.361 6.556 4.739 5.199 6.114 5.508 6.205 5.887 5.943 5.880 5.788 5.647 5.248 PEDESTRIAN INGRESS-EGRESS (BEACH ACCESS) EASEMENT, PER OFFICIAL RECORDS BOOK 1530, PAGE 1363 & BOOK 1573, PAGE 455 5.576 5.665 4.713 5.046 5.665 5.059 5.238 N 54 06'54" E 567.17' 5.738 5.177 4.733 4.746 6' SETBACK BOARDWALK AND ACCESS EASEMENT BOUNDARY PROPOSED FENCE AROUND WOOD DECK / POOL AREA 4.619 4.489 6.821 5.179 5.146 6.928 5.331 4.022 5.525 4.785 6.946 4.848 5.530 5.130 DRY RETENTION AREA @ TREATMENT EL. OF 3.60 = 7,803 CF FDOT TYPE "C" CONTROL GRATE EL. = 3.60 INVERT OUT EL. = 2.10 15" STORM PIPE INV. = 2.00 4.20 4.980 3.890 5.442 5.422 2.10 4.139 4.891 EL. 12 5.271 PROPOSED BUILDING PROPOSED DECK / POOL AREA GULF BEACH SETBACK LINE 7.091 6.830 7.108 7.374 4.462 6.944 4.412 5.609 4.642 4.531 4.827 5.038 4.597 4.581 5.080 6.049 5.390 4.620 4.633 SETBACK S 54 06'54" W 582.60' 20' 4.536 4.569 4.529 S 35 53'06" E 120.00' 4.381 P.I.D. = 0034148 PROPOSED BOARDWALK AND ACCESS EASEMENT 5.41 4.97 5.00 5.51 4.54 5.00 5.40 6.00 6.00 5.00 5.80 4.50 3.00 4.50 4.746 5.17 5.20 5.71 5.437 4.834 5.37 NONEXCLUSIVE UNDERGROUND UTILITY INGRESS EGRESS EASEMENT PER OFFICIAL RECORDS BOOK 1527, PAGE 1971 GENERAL PERMIT LINE 4.999 BENCHMARK 117/75A ELEVATION: 5.13 (NAVD 88) NAIL & DISK SET MSB CONTROL 5.30 5.80 5.45 5.45 P.I.D. = 0031005 EL. 11 P.I.D. = 0039008 1989 COASTAL CONSTRUCTION CONTROL LINE PROPERTY BOUNDARY FLOOD ZONE LINE XXX 0 20 40 60 GRAPHIC SCALE 1"= 20 FT 3.056 GRADE PROPOSED GRADE FLOW ARROW SITE BENCHMARK 6.00 FINISHED FLOOR ELEVATION NOTES: 1. CONTRACTOR RESPONSIBLE FOR FIELD LOCATION OF ALL UTILITIES. UTILITIES / ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88 AND ARE BASED ON NATIONAL GEODETIC SURVEY BENCH MARK DESIGNATION PNC 0217002 PUBLISHED ELEVATION OF 5.60 NAVD88 PER SURVEY BY MSB SURVEYING, INC. GEOMATIC STORM WATER TREATMENT CALCS. REQUIRED = 1/2" x 1.546 AC = (0.5"/12) x 67,343.76 = 2805.99 PROVIDED = 7,803 CF PAVING, GRADING AND DRAINAGE PLAN 6 8
PEDESTRIAN INGRESS-EGRESS (BEACH ACCESS) EASEMENT, PER OFFICIAL RECORDS BOOK 1530, PAGE 1363 & BOOK 1573, PAGE 455 6' SETBACK BOUNDARY GARAGE 3S 107 STAIR A 100 GARAGE 4N 101 LOBBY ELEV GARAGE 4S 102 4 STAIR B 6''SS GARAGE 3N 103 GARAGE 2N 104 6''SS SANITARY SEWER SERVICE CONNECTION 6" PVC SAN SEWER SERVICE @ 1.0% MIN. 8" SANITARY SEWER MAIN PROPOSED SEWER CLEANOUT 6" PVC SAN SEWER SERVICE @ 1.0% MIN. 6" PVC SAN SEWER SERVICE @ 1.0% MIN. NONEXCLUSIVE UNDERGROUND UTILITY INGRESS EGRESS EASEMENT PER OFFICIAL RECORDS BOOK 1527, PAGE 1971 SETBACK 20' P.I.D. = 0034148 P.I.D. = 0031005 8" SANITARY SEWER MAIN 6" WATER MAIN P.I.D. = 0039008 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 6''SS 0 20 40 60 GRAPHIC SCALE 1"= 20 FT PROPERTY BOUNDARY E6"WM 6" WATER MAIN E8"SS 8" SEWER MAIN PROPOSED WATER LINE 8"SS PROPOSED 8" SEWER MAIN POTABLE WATER SERVICE CONNECTION FIRE LINE SERVICE CONNECTION L O Q K N B D E G M F A C J I H WATER SERVICE AND IRRIGATION CONNECTION DETAIL A PROPOSED 6"x6" CUT IN TEE (POINT OF CONNECTION TO EX. WATER MAIN) (SEE WATER SERVICE CONNECTION DETAIL) B (2) 6" 45 BEND C PROPOSED 6" WATER LINE D PROPOSED FIRE HYDRANT ASSEMBLY (SEE HYDRANT DETAIL) E 6"x4" REDUCER F PROPOSED 4" FIRE LINE G BACKFLOW PREVENTER WITH 4" METER H 4"x2" TEE I 4" GATE VALVE J (2) 4" 45 BEND K PROPOSED 4" FIRE LINE L (2) 4" 45 BEND M 2" GATE VALVE N PROPOSED 2" POTABLE WATER LINE O (2) 2" 45 BEND P PROPOSED 3/4" BACKFLOW PREVENTER AND METER Q PROPOSED 3/4" IRRIGATION LINE P UTILITY PLAN 7 8
DS-107 - TYPE "C" DRAINAGE CONTROL STANDARD DETAILS 8 8