PASCO COUNTY, FLORIDA INTEROFFICE MEMORANDUM. REFERENCES: Land Development Code, Planner II

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1 PSCO COUNTY, FLORID INTEROFFICE MEMORNDUM TO: Development Review Committee DTE: 5// FILE: PDD-933 FROM: Carol B. Clarke Zoning dministrator ssistant Planning and Development dministrator SUBJECT: Behnke/Legacy MPUD Master Roadway Plan and lternative Standard DRC: 5//, :30 p.m., NPR Recommendation: pproval STFF: Justyna Buszewski REFERENCES: Land Development Code, Planner II Section 5, MPUD Petition No Comm. Dist. The following is presented to the Development Review Committee for consideration. PROJECT DESCRIPTION: Project Name: pplicant s Name: Location: creage: Zoning District: Future Land Use: No. of Dwelling Units: 5,050 Commercial Office Light Industrial/Office Behnke/Legacy MPUD (Master Planned Unit Development) Lane Gander, Managing Director The north side of S.R. 5, approximately miles west of Suncoast Parkway, Sections 3,, 5, and 36, Township 6 South, Range 7 East cres, m.o.l. MPUD Master Planned Unit Development PD (Planned Development), CON (Conservation Lands),83 (based on maximum land-use trade off) 00,000 square feet 80,000 square feet 350,000 square feet BCKGROUND:. On December 8, 007, the Board of County Commissioners (BCC) approved the Legacy MPUD Master Planned Unit Development, Petition No On October 0, 03, the Zoning dministrator approved a Non-substantial Modification to the MPUD. (PDD-933) Page of

2 DEVELOPER'S REQUEST:. pproval of the Master Roadway Plan for Behnke/Legacy MPUD in conjunction with Condition No. 38; and. n lternative Standard from Land Development Code (LDC) Section 90.3.H, Number and Spacing of Driveways. a. The proposed -foot-wide stabilized grass Emergency ccess section is designed to allow the travel of emergency vehicles over it, and adheres to the LDC, Chapter 900, Section 90.3.H, by providing one single emergency lane. The addition is a third -foot-wide lane as the emergency access, with a two-foot-wide curb is part of the emergency access and a nine-footwide stabilized grass strip. The proposed -foot-wide lane is located adjacent to the southbound lane and will serve the purpose of an emergency access. The roadway is located in the section of the road designated as RS70B on the Master Roadway Plan (MRP) that crosses a wetland. The proposed emergency access lane will provide for an additional ingress/egress into a section of the property exceeding 00 lots which has no other access. third paved lane would encourage drivers to drive faster. Using the stabilized grass area as an emergency lane instead of a paved lane will provide a wider green area buffer between the travel lane and the multiuse path, increasing the safety for the multiuse path users. The stabilized green area emergency lane will increase walkability due to narrower pavement. 3. n lternative Standard from the LDC, Section 90.6.D., Pavement Width FINDINGS OF FCT: a. The proposed request consists of reducing the lane widths from a -footwide travel lane to an -foot-wide travel lane, for a Type roadway. The LDC, Chapter 900, Section 90.6.D.. The request is for a road designated as V shown on the Master Roadway Plan. The proposed roadway has two northbound and two southbound lanes, each having a -foot pavement width, with left and right turn lanes. The -foot right-of -way also contains landscaping, sidewalk, and a multiuse path. This roadway serves as the entrance to a TND type development which has been designed to provide a walkable environment. The request for reducing the lane widths within this section is to extend a safe walking environment through the entrance. The Florida Department of Transportation (FDOT) Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Street and Highways (Florida Greenbook), allows for - foot- lanes for collector streets in Chapter 3, Table MPUD Master Planned Unit Development Rezoning Petition No. 6668, Conditions of pproval No. 38, requires that prior to the first preliminary development plan/preliminary site plan submittal, the Master Developer shall submit a Master (PDD-933) Page of

3 Roadway Plan to the Planning and Development Department for review. pproval of the MRP must be obtained from the DRC prior to the first preliminary plan/preliminary site plan submittal.. The proposed MRP for Behnke/Legacy MPUD is in compliance with Condition of pproval No. 38. The attached MRP includes right-of-way widths, roadway cross sections, number of lanes, intersection geometry, phasing, design speeds, internal access points, and alignment for major County collector and arterial roadways within the MPUD. 3. The MRP demonstrates compliance with the County s collector and arterial design and spacing standards of the LDC, Section 90., Transportation - Corridor Spacing. The lternative Standard from LDC, Section 90.3.H, Number and Spacing of Driveways, has been reviewed and approved by Planning and Development staff and by the County Engineer. The proposed -foot-wide stabilized grass Emergency ccess section is designed to allow the travel of emergency vehicles over it, and adheres to the LDC, Section 90.3.H 5. The lternative Standard from LDC, Section 90.6.D., Pavement Width, has been reviewed and approved by Planning and Development Staff and by the County Engineer. The proposed reduction of the lane widths from a -foot- wide travel lane to an -foot-wide travel lane, for a Type roadway is consistent with the FDOT Florida Greenbook, which allows for -foot-lanes for collector streets. Staff agrees that the proposed alternative -foot-travel lane is more conducive to a walkable environment in a traditional neighborhood type of development. RECOMMENDTION: The Planning and Development Department has reviewed the Master Roadway Plan and lternative Standard and recommends pproval with the following conditions:. The developer acknowledges that no construction is allowed with the approval of this plan.. The applicant/developer acknowledges and agrees that if there is a conflict between these conditions of approval and the MPUD Conditions of pproval, the MPUD Conditions of pproval shall supersede. 3. ll intersection geometry depicted on the MRP is subject to the corresponding MPUD modification and shall be subject to the corresponding MPUD conditions of approval and associated alternative standard. TTCHMENTS:. Master Roadway Plan. lternative Standards 3. Master Roadway Plan Comments No. - pplicant Responses (PDD-933) Page 3 of

4 DEVELOPER'S CKNOWLEDGMENT: The developer/applicant acknowledges that it has read, understood, and accepted the above-listed conditions of approval. Date Signature Print Name Title STTE OF FLORID COUNTY OF The foregoing instrument was acknowledged before me this (date), by (name of corporation acknowledging) a (State or place of incorporation) corporation, on behalf of the corporation. He/she is personally known to me or who has produced (type of identification) as identification. Seal: NOTRY (PDD-933) Page of

5 ST70 FUTURE TOWER ROD ' RIGHT-OF-WY DEDICTION CRITICL LINKGE DRIVEWY DRIVEWY 3 V DRIVEWY 6 V80 S.R. 5 S.R. 5 S.R. 5 ST70 DRIVEWY 3 V EXISTING NEW CONCEPTUL INTERSECTION GEOMETRY S RE BSED ON MPUD REQUIREMENTS. FINL GEOMETRY WILL BE DETERMINED BY FINL ENGINEERED DRWINGS PPROVED BY F.D.O.T. ND PSCO COUNTY. RS60-TR BUFFER (TYP) PHSE C PHSE PHSE B 3 RS70 FUTURE NORTH-SOUTH ROD 3 RIGHT-OF-WY 00' RIGHT-OF-WY B RS60B PHSE ST 60 L L ST60 ST 69 P P SEE GEOMETRY DETIL BOVE PHSE ST70 LN56 ST60 L ST63 L L ST60 RS70B LN56 ST 63 L ST60 PHSE D POSSIBLE FUTURE CONNECTION. LIGNMENT SUBJECT TO CHNGE DRIVEWY SEE GEOMETRY DETIL BOVE TO BE SIGNLIZED IF WRRNTED DRIVEWY RIGHT IN / RIGHT OUT V SHELTER WITH BENCHES ND LIGHTING 80' 00' 80' STTE ROD 5 DRIVEWY 3 SEE GEOMETRY DETIL BOVE POSSIBLE BUS STOP LOCTION TND BOUNDRY PHSE WIDE (MIN.) TO BE SIGNLIZED WHEN WRRNTED DRIVEWY RIGHT IN / RIGHT OUT B V80 BUS STOP DETIL NOT TO SCLE NOTE: CONSTRUCTION PLNS WILL PROVIDE DETILS ND PLCEMENT OF SUCH THINGS S BENCHES, SHELTERS, LIGHTING, PEDESTRIN WLKWYS, LNDSCPING TO MEET P.C.P.T. STNDRDS ND.D.. REQUIREMENTS. MIXED USE 80' ' Travel Lane C L C L ' LEGEND POSSIBLE BUS STOP* RIGHT IN / RIGHT OUT DRIVEWY ON S.R. 5 INTERNL DRIVEWYS S DRIVEWY 5 RIGHT IN / RIGHT OUT DRIVEWY 6 SEE GEOMETRY DETIL BOVE V80 B POSSIBLE FUTURE CONNECTION MIN INTERNL RODWYS RISED RISED B 3 B V NON-TND RODWY CLSSIFICTION BSED ON P.C.L.D.C. 90 TND RODWY CLSSIFICTION BSED ON P.C.L.D.C. 60 RODWY CROSS SECTION PHSE LINE... min. VENUE WITH 80' WIDE RIGHT-OF-WY WITH ' WIDE S (NO PRKING) V80 POSTED SPEED / DESIGN SPEED 30 MPH B ' DOUBLE EGRESS 9 MEDIN ' DOUBLE INGRESS min. P LIMITS OF TND PRKING NOT SHOWN IN CROSS SECTION ST70 (LTERNTIVE)** * THE ULTIMTE LOCTION ND TIME OF CONSTRUCTION OF POSSIBLE BUS STOP HS YET TO BE DETERMINED. ** TO BE PROVIDED T OR BEFORE THE TIME OF CONSTRUCTION FOR PHSE 6 & 7... BEHNKE RNCH MSTER RODWY PLN PSCO COUNTY, FLORID PREPRED FOR: WTER MIN TYPE 'D' V 605 PLENCI CLUB DRIVE ST. UGUSTINE, FLORID 3095 POSTED SPEED / DESIGN SPEED 30 MPH VENUE WITH 00' WIDE RIGHT-OF-WY WITH ' WIDE S (NO PRKING) THINK IT. CHIEVE IT N. F R N K L I N S T R E E T, 6 T H F L O O R, T M P, F L O R I D PHONE: (800) FX: (77) C.. NO.7 JOB NO C NOTES. LL STREETS RE TO BE PUBLIC STREETS ND MINTINED BY THE CDD. LNDSCPING WITHIN THE RIGHT-OF-WY WILL BE MINTINED BY THE CDD ND WILL BE THE PPROPRITE HEIGHT WITHIN THE CLER SIGHT TRINGLE EPN DTE THIS PLN IS CONCEPTUL ND LL CREGES, UNIT QUNTITIES, UNIT TYPES, UNIT SIZES, MENITIES, PTHS, STREET, PRK ND BUILDING TYPES ND LOCTIONS RE PPROXIMTE ND SUBJECT TO CHNGE. LOCTION ND LIGNMENT OF RODWYS ND CCESS POINTS SHOWN RE PPROXIMTE ND SUBJECT TO CHNGE BSED ON FINL ENGINEERING, DESIGN ND PERMITTING REQUIREMENTS. INDIVIDUL RODWY SECTIONS MY BE LTERED WITH PPROPRITE JUSTIFICTION WITHIN THE LLOWBLE PRMETERS OF THE PSCO LND DEVELOPMENT CODE DURING FUTURE SITE CONSTRUCTION PLN PPLICTIONS. LL IDES, DESIGNS, GRPHICS RENDERINGS, DIMENSIONS, PLNS, ND OTHER DEPICTIONS HEREIN RE CONCEPTUL ONLY ND RE SUBJECT TO CHNGE ND THEREFORE RE NOT GURNTEE OF HOW THE ITEMS WILL PPER UPON COMPLETION 5--0 PER COUNTY COMMENTS JH NO. DTE REVISIONS PP'D BY DESIGNED JH CHECKED SMR DRWN Q.C. JH PGE OF

6 ' ' EMERGENCY CCESS ' 6. 9' STBILIZED GRSS 70' ' 7. OFFSET ' ' ' ' 70' 6' (TND OR CONVENTIONL)... VLLEY/ MOUNTBLE RS70B POSTED SPEED / DESIGN SPEED 0 MPH ' 60' MIMI / MOUNTBLE STREET WITH 70' WIDE RIGHT-OF-WY WITH ' WIDE S & EMERGENCY CCESS (NO PRKING)... (TND OR CONVENTIONL) WTER MIN MIXED USE SEE PEDESTRIN & PRK PLN FOR MULTIUSE PTH LOCTION TRNSITION TO RISED DJCENT TO ' RS70 70' Travel Lane C L 9' POSTED SPEED / DESIGN SPEED 0 MPH ' PRKING MIMI/MOUNTBLE STREET WITH 70' WIDE RIGHT-OF-WY WITH ' WIDE S (NO PRKING) LLEY LODED TND (TND OR CONVENTIONL)... WTER MIN 8' LTERNTIVE 8' (SEE PRK/PED PLN) MIMI/MOUNTBLE STREET WITH 60' WIDE RIGHT-OF-WY WITH ' WIDE S (NO PRKING) POSTED SPEED / DESIGN SPEED 0 MPH 60' ' 3... (TND OR CONVENTIONL)... RISED 6. LNDSCPE LTERNTIVE PRKING PRKING LONG MIXED USE 6' ' Travel Lane C L 9' RISED TND STREET WITH 70' WIDE RIGHT-OF-WY WITH ' WIDE S ( PRKING) 60' 3. OFFSET ST70 POSTED SPEED / DESIGN SPEED 5 MPH ' PRKING... LLEY LODED TND LLEY LODED TND WTER MIN... PRKING ' MIMI/MOUNTBLE RS60B POSTED SPEED / DESIGN SPEED 5 MPH B STREET WITH 60' WIDE RIGHT-OF-WY WITH ' WIDE S (NO PRKING) 63' 3 ' PRKING... LLEY LODED TND (TND OR CONVENTIONL) WTER MIN... MIMI/MOUNTBLE ST60 POSTED SPEED / DESIGN SPEED 0 MPH TND STREET WITH 60' WIDE RIGHT-OF-WY RISED WITH ' WIDE S ( PRKING) ' 60' 36' ' LEFT TURN ' RIGHT TURN... (TND OR CONVENTIONL) LLEY LODED TND WTER MIN... WTER MIN. ST63 RISED POSTED SPEED / DESIGN SPEED 0 MPH TND STREET WITH 63' WIDE RIGHT-OF-WY WITH ' WIDE S ( PRKING) PRKING NOTES. LL STREETS RE TO BE PUBLIC STREETS ND MINTINED BY THE CDD. LNDSCPING WITHIN THE RIGHT-OF-WY WILL BE MINTINED BY THE CDD ND WILL BE THE PPROPRITE HEIGHT WITHIN THE CLER SIGHT TRINGLE ' B 69' 3 ST69 ' PRKING RISED POSTED SPEED / DESIGN SPEED 0 MPH B. TND STREET WITH 69' WIDE RIGHT-OF-WY WITH ' WIDE S ( PRKING). OFFSET ' LLEY LODED TND WTER MIN* ' * VLLEY (TYP.) (S NEEDED) ' 56' 0' ' 6' ' * LLEY % GRDE ' RIBBON (TYP.) RISED. LLEY LODED TND * * FORCE MIN, WTER MIN, GRVITY SEWER ND REUSE MIN MY NOT BE REQUIRED. LN56 POSTED SPEED / DESIGN SPEED 0 MPH B TND WITH 56' WIDE RIGHT-OF-WY WITH ' WIDE S (YIELD STREET) L TND LLEY WITH 0' WIDE RIGHT-OF-WY WITH 6' WIDE S (NO PRKING) THIS PLN IS CONCEPTUL ND LL CREGES, UNIT QUNTITIES, UNIT TYPES, UNIT SIZES, MENITIES, PTHS, STREET, PRK ND BUILDING TYPES ND LOCTIONS RE PPROXIMTE ND SUBJECT TO CHNGE. LOCTION ND LIGNMENT OF RODWYS ND CCESS POINTS SHOWN RE PPROXIMTE ND SUBJECT TO CHNGE BSED ON FINL ENGINEERING, DESIGN ND PERMITTING REQUIREMENTS. INDIVIDUL RODWY SECTIONS MY BE LTERED WITH PPROPRITE JUSTIFICTION WITHIN THE LLOWBLE PRMETERS OF THE PSCO LND DEVELOPMENT CODE DURING FUTURE SITE CONSTRUCTION PLN PPLICTIONS. LL IDES, DESIGNS, GRPHICS RENDERINGS, DIMENSIONS, PLNS, ND OTHER DEPICTIONS HEREIN RE CONCEPTUL ONLY ND RE SUBJECT TO CHNGE ND THEREFORE RE NOT GURNTEE OF HOW THE ITEMS WILL PPER UPON COMPLETION -6-0 PER COUNTY COMMENTS... MENITY CENTER WTER MIN NO. BEHNKE RNCH MSTER RODWY PLN PSCO COUNTY, FLORID DTE MIMI/MOUNTBLE RS60-TR POSTED SPEED / DESIGN SPEED 0 MPH PREPRED FOR: 605 PLENCI CLUB DRIVE ST. UGUSTINE, FLORID 3095 REVISIONS STREET WITH 60' WIDE RIGHT-OF-WY T TOWER ROD THINK IT. CHIEVE IT N. F R N K L I N S T R E E T, 6 T H F L O O R, T M P, F L O R I D PHONE: (800) FX: (77) C.. NO.7 PP'D BY JOB NO. EPN DTE DESIGNED JH CHECKED SMR C -0-0 DRWN Q.C. JH 3 PGE OF

7 ' ' EMERGENCY CCESS 80' ' '... MIMI / MOUNTBLE RS70B WITHOUT THE LTERNTE STNDRD (*) N.T.S. ' ' EMERGENCY CCESS ' 6. 9' STBILIZED GRSS 70' ' 7. OFFSET ' L RODWY C '... VLLEY/ MOUNTBLE MIMI / MOUNTBLE RS70B WITH THE LTERNTE STNDRD (*) N.T.S. RS70B RODWY CROSS SECTION B NON-TND RODWY CLSSIFICTION BSED ON P.C.L.D.C. 90 (*) REFER TO THE BEHNKE RNCH MSTER RODWY PLN FOR THE ROD LOCTION BEHNKE RNCH LTERNTE STNDRD EXHIBIT EMERGENCY CCESS EPN DTE JOB NO C THINK IT. CHIEVE IT N. F R N K L I N S T R E E T, 6 T H F L O O R, T M P, F L O R I D PHONE: (800) FX: (77) C.. NO.7 DESIGNED JH CHECKED SMR DRWN Q.C. JH PGE OF

8 0' min. DOUBLE EGRESS 3' MEDIN DOUBLE INGRESS ' min. TYPE 'D' V WITHOUT THE LTERNTE STNDRD (*) N.T.S. min. ' DOUBLE EGRESS 9 MEDIN ' DOUBLE INGRESS min. TYPE 'D' V WITH THE LTERNTE STNDRD (*) N.T.S. V RODWY CROSS SECTION B NON-TND RODWY CLSSIFICTION BSED ON P.C.L.D.C. 90 (*) REFER TO THE BEHNKE RNCH MSTER RODWY PLN FOR THE ROD LOCTION BEHNKE RNCH LTERNTE STNDRD EXHIBIT ' TRVEL S EPN DTE JOB NO C THINK IT. CHIEVE IT N. F R N K L I N S T R E E T, 6 T H F L O O R, T M P, F L O R I D PHONE: (800) FX: (77) C.. NO.7 DESIGNED JH CHECKED SMR DRWN Q.C. JH PGE OF

* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE

* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE * MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH PERMNENT