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WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM
1 2 3 4 5 6 9 12 13 14 15 16 A a C D CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT ELECTRICAL: NATE HOLZMACHER (850) 745-7022 Nate. Holzmacher@fpl.com EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. SURVEYOR NOTES: 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA E LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTIONS) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 4. PROPERTY ADDRESS: 7180 US HIGHWAY 1 5. PARCEL CONTAINS 1.41 ACRES, MORE OR LESS. 6. THE LAST DATE OF FIELD WORK WAS JANUARY 18, 2019. 7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. F 8. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 9. THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL. 10. BEARING SHOWN HEREON ARE LABELED AS DEED (D), IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633, AND CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE. 7. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 4.56 FEET. 8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LNES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 9. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION 'iO THE BOUNDARY LINES SHOWN. 10. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 11. DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP N0.12111CO280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. 12. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE H PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. 13. THE SUBJECT PROPERTY IS ONE AND THE SAME AS THAT CERTAIN PROPERTY SET FORTH IN THE DEED DATED FEBRUARY 21, 2007 AND RECORDED IN THE REAL PROPERTY RECORDS OF SAINT LUCIE COUNTY, FLORIDA IN IN BOOK 2769, PAGE 1000. 14. THERE IS NO EVIDENCE OF CHANGES IN RIGHT-OF-WAY LINES. 15. NO WETLAND DELINEATION MARKERS WERE OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 16. NO ZONING REPORT WAS PROVIDED TO THIS OFFICE BY THE CLIENT PER TABLE "A" REQUIREMENTS. 17. THE BOUNDARY LINES OF PARCELS 1 AND 2 ARE CONTIGUOUS WITH NO GAPS, GORES, OR OVERLAPS. J LEGAL DESCRIPTION : A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: K COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89'45'45" WEST, ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52" WEST, ALONG SAID LINE A DISTANCE OF 1068.61 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE NORTH 89'48'50" EAST ALONG SAID PARALLEL LINE L A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'50'04" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, SAID POINT BEING IN - THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS NORTH 23'44'55" WEST, A DISTANCE OF 197.56 M FEET; THENCE NORTH 89'48'50" EAST ALONG A LINE PARALLEL WITH AND 75.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH - 00'09'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.41 ACRES, MORE OR LESS. N ST. L UCIE ,q FL 7180 U.S. HWY 1 GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM JUNE 2019 Not to Scale w 2 3 4 5 6 7 8 9 10 INDEX TO CIVIL SITE PLAN SHEETS SHEET DESCRIPTION CO COVER SHEET C1 EXISTING CONDITIONS C2 DEMOLITION PLAN C3 SITE PLAN & GEOMETRIC LAYOUT C4 GEOMETRIC LAYOUT AND UTILITY PLAN C5 GRADING AND DRAINAGE PLAN C6 CIVIL CONSTRUCTION NOTES C7-10 CIVIL CONSTRUCTION DETAILS C11 WATER CONSTRUCTION DETAILS C12 SEWER CONSTRUCTION DETAILS C13 EROSION CONTROL PLAN C14 EROSION CONTROL DETAILS C15 TRAFFIC CONTROL DETAILS I �II tt i P { 41:X {II 11i �tl� y t j t y I 3 tAl AV STATE OF FLORIDA COUNTY OF ST. LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING: CG - COMMERCIAL GENERAL YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25` (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Bt-lsed upon the 4th edition of the ITE parking Generation Manual 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED. 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM PSLUSD STANDARDS AND DETAILS THIS LIST INCLUDES ALL THE PSLUSD STANDARDS AND DETAILS INCLUDED IN THIS PLAN SET: •• G-01 - STANDARD SEPARATION REQUIREMENTS (2019) •• C- 04 - STANDARD PIPE TRENCH CROSS SECTION (2019) •• G-O/ ;111CAL VALVE BOX AND COLLAR IN UN -PAVED AREA (2019) •• G-07 - TYPICAL VALVE BOX AND COLLAR IN PAVED AREA (2019) • WATER •• W-02 - COMMERCIAL WATER SERVICE CONNECTION (2019) N N un 1-0 bA M M C �' A M Ln U +� m 00 C K, V NM NV p'tic��r O •~ M N r�i, o8 30 Lnw 00 Cq SITE PLAN APPROVED -� O 9, 7-014 - .. A15proval Date '05�rdrl- 6- Approval Doc. & Number OWNER/DEVELOPER: ENGINEER: HSC PORT ST LUCIE, LLC JADE CONSULTING, LLC HAYMES SNEDEKER TREY JINRIGHT PO BOX 130 PO BOX 1929 DAPHNE, AL 36526 FAIRHOPE, AL 36533 (251)243-0708 (251)928-3443 (251) 252-9898(FAX) (251) 928-3665(FAX) Planning & Development Services LANDSCAPE ARCHITECT: SURVEYOR: JUN 17 Z019 RECEIVED WAS DESIGN EDC -INC. CH/'D WATKINS TONY CANTON 218 N. Al-vN-STREET 10250 SW Village Parkway - Suite 201 FOLEY, AL 36535 Port Saint Lucie, Florida 34987 (251) 948-7181 0: 772.462,2455 1 C: 000,000.0000 (251) 981-8722 TonyCanton@EDC-Inc.com I www.EDC-inc.com NOTE: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY. 12 13 14 1 15 1 16 c� o A C,do0 Z 00 C,3 ct N N ox g a.; TNla;Ow W �d C 18 U o lye 0 D '.` Qr,o. 61 Z'.� STATE OF At- #SINAI It, z o � 5 � a o� v O U C a R�� a a A N N N M w w H a 0 0 iv J O M C) W ° � w U K x UCn �--1 C L a L� M PROJECT NO: JADE 1611 DRAWN BY: PWM CHK'D BY: PCJ SHEET NO: N C 0 COVER SHEET 1 2_ 3 4 5 6 7 8 9 10 11 ( 12 ( 13 14 15 16 0 i CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT ELECTRICAL: NATE HOLZMACHER (850)745-7022 Nate.Holzmacher@fpl.com EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON D AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. SURVEYOR NOTES: 1. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA L LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2. ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 4. PROPERTY ADDRESS: 7180 US HIGHWAY 1 5. PARCEL CONTAINS 1.41 ACRES, MORE OR LESS. 6. THE LAST DATE OF FIELD WORK WAS JANUARY 18, 2019. 7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. F 8. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 9. THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL. 10. BEARING SHOWN HEREON ARE LABELED AS DEED (D), IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633, AND CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE. 7. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 4.56 FEET. 8. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT l..INES. THE DIMENSIONS G SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 9. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION "10 THE BOUNDARY LINES SHOWN. 10. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR - DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 11. DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.12111Co280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. 12. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE H PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. 13. THE SUBJECT PROPERTY IS ONE AND THE SAME AS THAT CERTAIN PROPERTY SET FORTH IN THE DEED DATED FEBRUARY 21, 2007 AND RECORDED IN THE REAL PROPERTY RECORDS OF SAINT LUCIE COUNTY, FLORIDA IN IN BOOK 2769, PAGE 1000. 14. THERE IS NO EVIDENCE OF CHANGES IN RIGHT-OF-WAY LINES. 15. NO WETLAND DELINEATION MARKERS WERE OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 16. NO ZONING REPORT WAS PROVIDED TO THIS OFFICE BY THE CLIENT PER TABLE "A" REQUIREMENTS. 17. THE BOUNDARY LINES OF PARCELS 1 AND 2 ARE CONTIGUOUS WITH NO GAPS, GORES, OR OVERLAPS. J _ LEGAL DESCRIPTION : A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: K COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89`45'45" WEST, ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST 1 /2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00`09'52" WEST, ALONG SAID LINE A DISTANCE OF 1068.61 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE SOUTH LINE OF THE WEST 1 /2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE NORTH 89°48'50" EAST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89650'04" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, SAID POINT BEING IN -- THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS NORTH 23'44'55" WEST, A DISTANCE OF 197.56 M FEET; THENCE NORTH 89'48'50" EAST ALONG A LINE PARALLEL WITH AND 75.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH 00009'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.41 ACRES, MORE OR LESS. N - 2 3 4 ST. L UCIE ,q FL 7180 U.S. HWY 1 GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM JUNE 2019 VICINITY MAP Not to Scale 5 6 8 9 1� y7z INDEX TO CIVIL SITE PLAN SHEETS SHEET DESCRIPTION CO COVER SHEET C1 EXISTING CONDITIONS C2 DEMOLITION PLAN C3 SITE PLAN & GEOMETRIC LAYOUT C4 GEOMETRIC LAYOUT AND UTILITY PLAN C5 GRADING AND DRAINAGE PLAN C6 CIVIL CONSTRUCTION NOTES C7-10 CIVIL CONSTRUCTION DETAILS C11 WATER CONSTRUCTION DETAILS C12 SEWER CONSTRUCTION DETAILS C13 EROSION CONTROL PLAN C14 EROSION CONTROL DETAILS C15 TRAFFIC CONTROL DETAILS Wi I ! i£1! YiF i11 4,it STATE OF FLORIDA COUNTY OF ST. LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING: CIS - COMMERCIAL GENERAL YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25` (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDEL;: 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM PSLUSD STANDARDS AND DETAILS THIS LIST INCLUDES ALL THE PSLUSD STANDARDS AND DETAILS INCLUDED IN THIS PLAN SET: • GENERAL •• G-01 - STANDARD SEPARATION REQUIREMENTS (2019) •• C-"-04 - STANDARD PIPE TRENCH CROSS SECTION (2019) •• G-O/ - %KCAL VALVE BOX AND COLLAR IN UN -PAVED AREA (2019) •• G-07 - TYPICAL VALVE BOX AND COLLAR IN PAVED AREA (2019) • WATER •• W-02 - COMMERCIAL WATER SERVICE CONNECTION (2019) ENGINEER: JADE CONSULTING, LLC TREY JINRIGHT PO BOX 1929 FAIRHOPE, AL 36533 (251)928-3443 (251) 252-9898(FAX) (251) 928-3665(FAX) Planning & Development Services LANDSCAPE ARCHITECT: SURVEYOR: JUN 17 2019 RECEIVED WAS DESIGN EDC - INC. CH^0 WATKINS TONY CANTON 218 N. ALA; :iN STREET 10250 SW Village Parkway - Suite 201 FOLEY, AL 36535 Port Saint Lucie, Florida 34987 (251) 948-7181 0: 772.462.2455 1 C: 000.000.0000 (251) 981-8722 TonyCanton@EDC-Inc.com I www.EDC-inc.com NOTE: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY. 12 13 14 1 15 1 16 � N N M N M M W �u �Mv1 o6 11 j].a LL20 Q �w� �N v�i � ti MN N V C7 `V cc o N SITE PLAN APPROVED sov Q. Wig- A0proval Date q5 f1rdtr Jq 02 6 Approval Doc. & Number OWNER/DEVELOPER: HSC PORT ST LUCIE, LLC HAYMES SNEDEKER PO BOX 130 DAPHNE, AL 36526 (251)243-0708 r� In A 00 01 cc3 M ti M N dj ct N N g a:N�Ow �U, o w a un U U o eo STATE OF w H O E-+ a � m J O o� W >, W � � rrroT K W .0 O U U � L p.. O M PROJECT NO: JADE 1611 DRAWN BY: PWM CHK'D BY: PCJ SHEET NO: N C 0 COVER SHEET I 1 A \ g GRAPHIC SCALE 20 0 20 \ ( IN FEET ) I inch = 20 ft. 3 4 5 1 6 7 8 9 10 11 12 13 14 14S 43 - ° 6 aEXISTING DITCH 6966 — q 6 x $ $ a,? Xr1> S> > —#r— — t ---- r a> as Xlr$5 l>r a PINE SUMMIT RE -PLAT %. 1 67 rr,9—�c -- s9 rs> a° �s� — 11 83a rr,$ x xrt %,AT BOOK 51,149%PE 39 xrzl Xr�r> "" � a Isar 64 PARCEL ID: 3422-522-0001-000-5 xr�r> 6 FO QE MAIN 'FiASEMENT >PAIKVfMARK X OWNER: K AND J OF ST LUCIE COUNTY INC XI (O. RAP. 470, PAGE 2354) ,XL) a$> X x�2 ZONING: 1fI i XI �60 4 xlaa l�5) xra9 E%STING USE: VACANT xlae6 aa9 xrz $ 9 P.O.B. Xla$6 L=27.84, R=1862.86,x46a0°51'23", CHP N21°08'04;W(C) Xr e x' 9 x X 93 Xl 3a �> r� 321 FD 5/8" IR/C LD 5/8", R/C L=27.S4� R=1863.61, A=0°51'21 ", CHbr N20°44'07"'VV(D) Xl?a6 Ia°6 o.'?S LB7705 X @@ ST Xr't0a xla.. Xra'9. XIS X�299 s' w °•w °'.w xI?a a x; a' X1�9$ S 8 9 "4 8' 5 0 " W 3 7 7.6 5' (C) Kl�> _ xI�>@ — — 4 _.w — Xl °•w —J� x e'w l °"w e'w °'w e•pe�e"w _ °"w _ 37 � °• � 1— ' S— 5 b i � E �. 7..7 . 7 6'. (D & — $° xr�e6 X, e XI14S e"w 890 , 10 BUILDING SETBACK &LANDSCAPE BUFFER-- �- \ • ; \ ,. f /1 X !' X X Xr.. _T 'x X.13 X u ' X , •.ry 1y 0 ��aS X14°9- 159j �,�o �-� „o I��l �•.l PAR�EIL- fi� t l \ Ey C EX. CURB INLET (S-104)� D 1\ f /L 197,E ;x F CH 13 r@I \ r /I \ \ \O J � MCA 13a� LEGEND BENCHMARK �1 CRF 0 CAPPED ROD FOUN C A H CRS O CAPPED ROD SET �y —$O Y-- RIGHT-OF-WAY PROPERTY LINE \ PROPERTY LINE (ADJACENT)\ �{ f — — — EXIST. EASEMENT LINE LG PP EXIST. OVERHEAD UTILITY AND UTILITY POLE J GUY Opp— EXIST. GUY WIRE AND UTILITY POL \ W W EXIST. WATER LINE ss ss EXIST. SANITARY SEWER LINE -- TEL TEL EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE K ®PP EXIST. CONC. POWER POLE z EXIST. LIGHT POLE EXIST. WATER METER xwV EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING I_ EXIST. CONCRETE M 11 CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B PORT ST. LUCIE, FL 34984 (772)807-4452 DSpriggs@c4ofpsl.com FLORIDA POWER AND LIGHT NATE HOLZMACHER ELECTRICAL: (850)745-7022 Nate. Holzmacher@fpl.com y\y\- Xr3 X�3. X�30r Xr.3O& ~ `R�6 T CONC. (X ' t'3 _------ __ __ . -__ ..._. __ . --. - >, X�3r., -`x r"" -� •' �6 u" X 7 ` G89 8 50 _;367F69 7Mc 1 i ( 3 3 ?o ^ da al o n APPROX. 0 ION E y z" " N 9 50 �0aW'61.83 (D) x134r C .� { 3p S x X x r 14 @4g L I r@66 x�3,6 r336 r�'6 x 3,$ 1 �. w n I 8 9 ° EX. SM Ex S 5 EX. ASPHALT PARS, Eh i. 8 h ux 6i 0 Xr3�a e mi-,kEXISTING ,CONORETE SLAB I.;„9q �XX. HA AIL"'l',734I ^ n.r@4j 1a.1p' r@S� ., XI36 C �/t�`.rll-' .� -X� .,XJ LIFT N 0 r x EX. CURB INLET (S 103) _x f I �X�3 Xr3R ELEC. -BOY \� r a0 \ DBL,, TYPE C (MODIFIED) r TAE3L, \� \ x q4" PVC "INV 1 1 .95;a e 4 3r°X 18" RCP INV. a x, X T ��� a r,+ w .. . _ oxv x ROP INV.' X X m "ic a '-<.x sX '.. �1 xr`''�9� -. •.._x_. \ a r3a as rs rg> risy 6 a „ " a a ,° 306 13 "' p. EX. CONTROL PANEL PACCi=L `y \ h,' Xl ^a c "., Xlaa ,)/ ;. I �. ! J' X './ ✓�J'. , ' `. \ \' = l3R'> la$' ./3,qg. 3s2. •• •,�. a;336 n \33AX .., �96X , W IJ?4 4 - 4 .. 13.0,3 Xl3r3 i; x Xl?47 , Xra� 1 11 \ \ m xr3r° X X�aR PARCEL ID: 3422 123-0001-000 0 EX. ASPI C` '\ \ ,N . <> XI3 Xr3 o SELLER- ADOBEXCORP. 1 \ o"P w6< ox 3rx 3s 10 Xre$UYER: HSC PORTZT LUCIE, LLC xr� ZONING: CG x :�\ �6XISTING USE: DEMOLISHED BUILDING AND PARKING y F �'. .,,, Y" - XI Xrs6p y X �w \ e„ xr2� 7�>0 _ lfl sax Xr�6 2ry0 >. 0r ExaPHALT I,�ARKING X , ` xr r X �k��� �T. EA ���1` �"L1�VE H� z \ 4 ..� \ � 'B II II 7 s> RECIPROCAL` PARKIN(; EASEMENT j ;y X .� t - \ ,r`, __ 10 BUILDING SETBACK K _ _ &LANDscAPEBUFrr< (6.R.es:,, Pam€ 2957 PS —pH A.I T PARKING x"% �`'� �� N 8 9 Xr3,48' 5 0"Er.��, 9 8.6 5r�� Xr� xr° \� 7 r< 3 -SET 5/8' IR/C r ` xr3 x \� \ Q v ,\ \ 9 LB8098 �> xr3 �_� xr xr X \1. ;0 1 V VA Xp3 3> %`.. o?3q a�3 ,i �1 I„d , l33 aq X `?0 x , X a -- x X x v VA 3sa xz3 Xr3 X'ss x�Q� r3s> w ?a s r, $ �N N� \\ ur ;:r3es Xr3�a x�34G� s9 e> P� SOUTH 7`>, WEST 1/2, NW 114, NE /4 SEC. 22 \ �aa "r36 PAI iCEL ID' 3422-123 0002-000 7 y 1��0,k VA�-r a ` OWNER'ROLAND J. KURUSIS 'A," ^, \7t 66 Xr3 x i ZONING'CG v xrr '� L ) EXI TING USE: RETAIL BUILDING AND PARKING xxxX Xx > r: �� k x.t EX. SIGN X' X xCNGRIETE xr j ra `\. / \\ ,r3a Xr4 ry a t3 r. r>9 n X. 9> n ra n 99 l '96 G� r�aa VA� EX. BUILDING 0 N� \\\ a 2 9 \\ �i A— %.Q \ 0;P 7 2 1 3 1 4 7 6 7 8 SOUTH LINE OF THE WEST 112 OF THE N.W. 1/4 OF THE N.E. 1/4 OF SECTION 22 9 10 Planning & Developrnern Services JUN 17 2019 RECEIVED "4 X1303 x. 15 MITERED END �2x!SEERCNx�'/r/x/// NV.8 ERCP a 9.38' �50 tg I@6I A' x1�9 I�'96 / / 4 Xl� x1,�'90 9> xl,..@4 / xl@la xI305 Xl,.,a9 Xl�a@ RF S89048'50"W 84.14'(C) `S00009'52"E 26.00'(C) I S00011'42"W 26.00'(D) S89'48'50"W 84.14'(C) N89°50'04"W 84.14'(D) I NI Z O U W of }0 N LLII oZ z F 10 O O z W rrn0 Q 2(5ow F 0 z�U'a �I a O,t 0 Z w m 0 0 LU co m .. � N co U D H H O ir z z gWa 0 N aQw Cn w Cfl wl u J o N z w1 I RF FD 5/8" IR/CC r LB8423 0.52' EAST EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. 12 13 14 Ln I � I 16 CONTROL STRUCTURE RIM:12.62' WEIR:11.10' y N INVERT: COULD NOT O M BE DETERMINED M M W 21 o M LO Q) m m :� E V m v N Cq 0 0�� U d 8, U O = N c bb,O N O J l� N I SITE PLAN APPROVEDTy�V�APPROVEDIV ham= 19 Approval Data PDS Ord -ce- / 9 O 2 6 Approval Doc. & I lur u SITE SURVEY PROVIDED BY: i ENGINEERS Q SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 1� www.ade—inc.com 15 1 16 V'1 o A C�d o0 G�� O\ CISMM >1 �t -zr Ct z O g I34NOw U O 0/ 0--� f..Li ✓��¢ C/) F"I o O � O N H D (� !?� STATE OF' /4r,: H a 0 a v J � � o iY U K O v U $ L A C W M PROJECT NO: JADE 1611 DRAWN BY: PWM CHK'D BY: PCJ SHEET NO: N C I EXISTING CONDITIONS 2 3 4 5 \ ,, rq@e X, A REQD., SAWCUT AND REMOVE EXISTING r5@X11 ASPHALT DRIVE/PARKING AREA x1l. x1a.111 XI Xl2'56 x xlea@ B 8N -x a"w GRAPHIC SCALE ifj 20 0 20 IN FEET x\ I inch = 20 ft. 77 C READ., SAWCUT AND REMOVE EXIST. CURB CUT AND SIDEWALK EX. CURB INLET (S-104) V RIM:14.07' CPF READ., SAWCUT EXIST. SIDEWA CATV "X AND REMOVE EXIST. TOP OF CURB INLET E REQD., SAWCUT EXIST. SIDEWALK AND REMOVE EXIST. TOP OF CURB INLET X 13PI 7 REQD, REMOVE EXIST. HANDRAIL, F V, x -4 za. 6 12 13 14 15 - 'Ila ___X7o_66_ 1 REQD, SAWCUT AND REMOVE EXISTING ROUGH ASPHALT EDGE ___X7o— PROVIDE SMOOTH SAWCUT EDGE FOR DRIVEWAY TIE—IN - — ------ - ------------ 49 ,00 3 — 11 # 811i's 1.6 READ., REMOVE EXISTING GUY WIRE FORE MAIN IiASEMENT , /�/ x1ls., x, (COORDINATE W/ LOCAL UTILITY COMPANY) Xre (0.%P. 470, PAGE 2,54) xl,, I 1 11 x READ., REMOVE PORTION OF X" EXISTING WATER LINE xl3O' REQD., SAWCUT AND REMOVE EXISTING CONCRETE X(IO, X�,. , ? x /x SIDEWALK/CURB/GUTTER PROVIDE SMOOTH EDGE FOR TIE—IN --- --------- 4.1 _x, l'?,�o 0 X11-- xl_ REQD., REMOVE ALL EXISTING GREASE TRAPS' AND SEWER PUMP STATION x x1j.09 xla.!q x1a.0.5. Xr,?,aq X.r,-.e,g Er w w z -1 w w 0 n w0 x w 0 Z 2 < w 2 C) W Q cr 00 W LL ir "K RF < LEGEND %11 N QQV, x1_ x SAWCUT AND REMOVE EXIST. WQX xj,?, x" ''REQD. EXIST BENCHMARK J, x1a. ASPHALT DRIVE/PARKING AREA E!,96 CRF L CAPPED ROD FOUND �x cir) �� °�.,8&�REC)D., REMOVE EXISTING CLOGGED YARD DRAIN AND PIPE CRS 0 CAPPED ROD SETC)--L 0 vy— -OF-WAY"RIGHTx -111�) v\ '1'1� (CONTRACTOR TO FULLY INSPECT THIS INLET AND INFORM ENGINEER OF PROPERTY LINE V 0 V ANY FINDINGS OF PIPE OUTFALL OR EXISTING FLOW FROM THIS INLET) — PROPERTY LINE (ADJACENT) X1 W �S >/V "x ... . .. .. Z' 15- " I L'I"I.��,-�l-l�l,�ll'��'-�1-1,-",����l- 7 EX. SIGN x 7a ...... x ;1� x z4" It. EXIST. EASEMENT LINE \ i U!9,�CONORETE 13,19 \x EXIST. OVERHEAD UTILITY AND UTILITY POLE ` Atr3@e VAs Opp K� EX. BUILDING GUY-----O—p, EXIST. GUY WIRE AND UTILITY POLE W-- EXIST. WATER LINE lit A�fC44 vw REQD., SAWCUT AND REMOVE ASPHALT PARKING STALLS AT PROPERTY LINE GRADE AND PAVE AS PER GRADING PLAN TO PROVIDE COUNTY MINIMUM 18'DEPTH _1;S_S8_ EXIST. SANITARY SEWER LINE 7 TEL - TEL EXIST. TELEPHONE LINE EXIST. FENCE LINE ----------- EXIST. PIPE K EXIST. CONC. POWER POLE EXIST. LIGHT POLE EXIST. WATER METER NVVV EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. ASPHALT PAVING L111111-11 ..... .... . . ..... R, EXIST. CONCRETE At CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOT -FED" BY CALLING "SUNSHINE 811" AND BY CONTACTING LOCAL UTILITY COMPANIES TO BE REMOVED CITY OF PORT ST. LUCIE, UTILITY SYSTEMS DEPT. DIANA SPRIGGS, P.E., PROJECT MANAGER TO BE REMOVED WATER, SEWER: 121 S.W. PORT ST. LUCIE BLVD, BUILDING B M x PORT ST. LUCIE, FL 34984 a (772) 807-4452 DSpriggs@cityofpsl.com FLORIDA POWER AND LIGHT ELECTRICAL: NATE HOLZMACHER (850) 745-7022 Nate. Holzniacher@fpl.com REQD., SAWCUT AND REMOVE EXIST. ASPHALT DRIVE/PARKING AREA SITE PLAN APPROVED I zom Approval Dale 100c, Aj —In 16 E m U E 06 C)� 0 U C11 06 Ln 00 C) -eK L_L & U Planning & Development Approval Doc. & Number Services FDOT NOTE JUN 17 2019 ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT DESIGN STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION MANUAL. NOTES 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES, 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. 4. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. EXISTING UTILITIES DISCLAIMER: EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. M Always call MuL RECEIVED SITE SURVEY PROVIDED BY: ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 6M 772-462-2455 -10 www.edc-inc.com r- A Cj -t 00 CT M Cn >1 O B C 50 o D 000 E en STATE OF A F PP 80 G C'i ri 4 wi 6 r (00 F-0 C 04 N ct K 4-: 0 L P-4 C) PROJECT NO: JADE 1611 DRAWN BY: PWM CHK'D BY: PCJ SHEET NO: IN C2 DEMOLITION PLAN 2 3 4 5 6 7 8 9 1 10 11 12 13 14 1 15 16 2 3 4 5 16 17 8 g 10 11 12 13 14 DRAINAGE STATEMENT: STORMWATER SHALL BE MANAGED VIA PARKING LOT SHEET FLOW TO CONCRETE FLUMES AS WELL AS ROOF DRAINS TO COLLECT STORMWATER IN THE PROPOSED �---`FR-AGT--A--- POND AREAS SHOWN ON THIS SHEET. THE FINAL GRADING AND STORMWATER PLAN SHALL BE SHOWN ON SHEET C5 TO DETAIL THE SYSTEM. THIS SITE IS NOT PINE SUMMIT RE -PLAT NO. 1 A WITHIN THE NSLRWCD THEREFORE A PERMIT IS NOT REQUIRED. THE OUTFALL OF THIS SITE, AS DETAILED ON SHEET C5, SHALL BE MADE INTO THE EXISTING FDOT PLAT BOOK 51, PAGE 39 UNDERGROUND STORMWATER SYSTEM. PERMITS FOR THIS CONNEC11ON ARE PENDING REVIEW. PARCEL ID: 3422-522-0001-000-5 THIS SYSTEM WILL NOT ADVERSELY IMPACT ANY ADJACENT PROPERTIES AND WILL IMPROVE WATER QUALITY AND RUN OFF NUMBERS AS COMPARED TO EXISTING OWNER: K AND J OF ST LUCIE COUNTY INC ZONING: CG CONDITIONS. THIS INFORMATION CAN BE FURTHER EXAMINED WITHIN THE PROJECT STORMWATER MANAGEMENT PLAN AND REPORT (WHICH IS PENDING COMPLETION EXISTING USE: VACANT - FOR SUBMITTAL FOR ST. LUCIE COUNTY STORMWATER PERMITTING) P.O.B. REQD., STRIPED CROSSWALK FD 5/8" IR/C \ REQD., STOP SIGN (TYP.) ("STANDARD MARKINGS" FDOT INDEX NO. 17346 SH. 9of14) 0.25' WEST B , , w . a2 REQD., CURB & GUTTER FDOT TYPE F (INDEX 300) a'w e•w e'w e•w a"w e'w e"w e'w e•w a^w a"w e•w e•w Irve w 9'w a REQD., STOP SIGN AND STOP BAR (TYP.) G` F �� Yw SETB CK & LANDSCAPE BUFFER 18 y� 1,0 READ., APPROX. 87 LFF�DOT DROP CURBS y (INDEX 520-0011 r SPEED 6" M,, I£. / LIMIT ' v` 'v QD./ ERA 8 AND,, ° 45 a SP ES U1 POSTED SPEED LIMIT v` h ?o' , 10 Cq <' v� ,- � REQD., ADA SURFACE „.,, _ to ; rJ-,' _. :(. 11 IN .. 1�,I CATV Ii IjiE+"tEi` a1� ,REQD., 12" WHITE PAINTED STRIPE BOX G REQD,, ADA SURFACE 11 MAIN ENTRANCE F_.zw, -; Us : READ., & WIDE CONRETE SIDEWALK \ ° N 't, } '{1r'° O / {A O 1 t r' /, 3 `, t / E LEGEND (INDEX522-001);\�f, �q \ \ Q\ JPI�{r+'l�tt /� IROPC35FD } BUILDING i. e \ \ O z BENCHMARK \ \ '%i�.. \ It E U J .....:,_ 1 "sr " 9' 1O� I -- ; I F QA y CRF 0 CAPPED ROD FOUND � , ipp{T E{ u '� t � / �f h �\ a ❑ {''" ,.J`si-�.i_.. ° ,i3 C__] C '.::: I C_"� tl.l 3 1\7 �'O IE t+ U CRS Q CAPPED ROD SET"PP W s ��l Z _ Q REQD., 2 EA. H/C SIGN IN BOLLARD ;-70 R,OVy/ �O J V \v O G� y P III; n i� I❑ a PROPERTY LINE Ci k � Z Q ;Ia E ! {,S O - Z FOUNDATION PLANTERS �\ 2N\11I`` i`i'a°!'h Q ;' l (SEE ARCH AND LANDSCAPE) :7 w PROPERTY LINE(ADJACENT)�2 a ���� °j a�'(I,I(�t�ItE ;t ❑ m Q ' ' ",1' ,tt , W - EXIST. EASEMENT LINE _ �� i. / :. \'• � ' -� � r1{si��vE" i iI` �,lis, s W Ri'Y�{ 'I {itlt , l {� . - ,am�_"_ _ �w EXIST OVERHEAD UTILITY AND UTILITY POLE 15 16 Ln_7M M - --- E A 00 CA C d M N Q w-q o B 06 �O n N GRAPHIC SCALE .83 � 20 0 20 N ( IN FEET ) 1 inch = 20 ft. Y � a L m O u 0 LL z Z W O Z z o Q L r 90 7 CD wLo U Q F O , O OW H < . / f, �aO � JUQ < Zt 0 Q mOMOOW Ll Ll U m D ElN u x. <gwQ z ~aUY F- n w w u z ; o N PP 1i,1:, �! ',h ° ^. {E�+4iit j.:lt Slli lqi �'t.,. ❑� i+�l '"{ lJII iS{+1". ---------- GUY EXIST. GUY WIRE AND UTILITY POLE / EXIST. WATER LINE'RESERVED FOR k ;f ,.,n:,;.j,:a., !. �r '�1�• I1Il?i.. ,&�I i,3 id:t: vd IIIs, i ..„ tk .. Nm.�i :E':]2t +4 {tkli'•tit .. 'v, a.,Erl +!:i,?, :I,r .r7-{t w"EE�" Iut,. r;-atla„ �.t�9 ;. 10� BUILDIN � . .]„-,. t � t.t=-.,v ; r�.l� , ,{,:,,,,,: , _ I:.3 ] �{ ��...,:E ._, , Ir:u ..{, SEPTIC SYSTEM SS l „ GSE BACK a: e { SS , ,,. , .�. i�iilf 4 ,? i.t, . V it , .. � I , '.:., s. v i E§".... i':, ... m,3,�1. � I M :4 �,i {,411st, .,.,:, EXIST. SANITARY SEWER LINE a :J... ;Nr ;\ &LANDSCAPE UFFE !)\ - �ll 1 ht� t TEL TEL 1s'4' l iItI �3�! ],+,�{};l t 4jL+'l yll Efs. l EESi��]. . , 1I �.�i�i Sr9it't{d!]l tt�,' ,,£te�"s`{v: p:i khi�illi`l�3li,,iE.l�.,Iit'iIlvia•#�I,vJyi tI . �t .:.Ii�t}t,{,�{ {t IEt,3 ! i][{'.."; -<'R;,, FEXIST. TELEPHONE LINE . ---___s____ - - - - EXIST. FENCE LINE ----------- O A':ri. z('Rw� 130.00' C.. - - - - - - - - - - - EXIST. PIPE l ` e R+ v 0.52' EAST 1 i SET 5/8 IR/C X Y PROPOSED SETBACK LINE r A l` x_' 'A LOR098 n' \ REQD. AUA SURFACE O Md 00 CZMM `) c= t� C13 O�S,�NN �N O` C, aNlxOw o w 1.4 W�•� Cie) wa" =C � o U 5 ~ U o (� rI El:* (,((�� )* STATE OF _3 PROPOSED 24" CONCRETE CURB &GUTTER „ f1-\\4 ii 1" , ° % PROPOSED 6' ACCESS'EASEMENT �P REQD., T WIDE CONCRETE VALLEY GUTTER (SEE GRADING PLAN SHEET C5 PROPOSED 6" CONCRETE CURB 1 ' .' 1 - ' - ' c +. - - - ' - - - H e._.._.._.._.._ > a SOUTH 75, WEST 1/2, NW 1/4, NE 1/4SEC. 22 vti ° �' " y _.'., '`�, �� REQD. STOP SIGN AND STOP BAR (TYP.) PARCEL ID: 3422-123 0002 000 7 �' NOTES TO CONTRACTOR: ®cPP EXIST. CONC. POWER POLE \ V Ai �'V ` O 0 , , OWNER: ROLAND J. KURUSIS ' \ 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING O O �. �`ti T A �'"y; EXIST. LIGHT POLE >,> v u'>'�'fnl(NG�GG��` INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST EXIST. WATER METER T t O EX1iTING IIE E� tj� �C �l "A A, EX. SIGN ,..,..., x r ?, ' BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS x EXIST. WATER VALVE �� s� EX. CGNC'RLTE �. A+° RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING 0 EXIST. FIRE HYDRANT �� 1 0 /' 4--------- =--=---.,---.------ _ .,-____ _._-.... _.____ ��.._____-:_b� -, _, ___ _ ' � _, 4-7--1FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING 9:4 � �\ T FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL A-+ .t\ „ EX. BUILDING 's JI EXIST. ASPHALT PAVING K 1500 M 19.50 N WB-67 Tractor Width Trailer Width Tractor Track Trailer Track 1 EXIST. CONCRETE PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED ASPHALT OVERLAY PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) 53.00 feet &00 Lock to Lock Time 8.50 Steering Angle 8.00 Articulating Angle 8.50 2 3 PROPOSED JOINT LAYOUT - - PROPOSED EXPANSION JOINT PROPOSED CONTRACTION/SAW CUT JOINT STRIPING NOTES 6.0 STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW. 28.4 75.0 STRIPING ON ASPHALT SHOULD ALWAYS BE WHITE. 4 5 REQD., 6" MONOLITHIC CURB AND SIDEWALK STATE OF FLORIDA COUNTY OF ST. LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING: I CG - COMMERCIAL GENERAL YARD SETBACKS (& LANDSCAPE BUFFERS): FRONT: 25' (15' BUFFER) SIDE: 10' (10' BUFFER) REAR: 20' (10' BUFFER) PARKING REQUIRED: 4.49 SPACES / 1000 SF GFA Based upon the 4th edition of the ITE parking Generation Manual 9100 SF / 1000 * 4.49 = 40.9 SPACES PARKING PROVIDED: 41 SPACES (INC. 2 H/C) BICYCLE PARKING: 6 SPACES MINIMUM 6 7 9 NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. zt O M 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, - - - - - - ETC.). CC$ 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO W O ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO O F--i TO THE OWNER. F 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR K U N SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR II�^iI REVIEW. TOTAL SITE AREA: AREA BREAKDOWN ROOFTOP: APPROX. 0.21 ACRES ASPHALT: APPROX. 0.49 ACRES CONCRETE: APPROX. 0.15 ACRES PERVIOUS SURFACES: APPROX. 0.39 ACRES POND BOTTOMS: APPROX. 0.17 ACRES EXPECTED CONSTRUCTION SCHEOUL.E: BEGIN: 5/13/19 END: 8/13/19 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE 1.4 DURATION OF THE PROJECT. 0 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE 0 v WITH GEOTECHNICAL RECOMMENDATIONS. V 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE w O SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL L a/ QI UTILITY PROVIDERS. 0 NOTES F-I 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. w 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL Z APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. M PROJECT NO: JADE 1611 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED DRAwNBY: PWM THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS CIIK'DBY: pCJ ESTABLISHED IN ALL DISTURBED AREAS. SITE PLAN Planning & Development 4. ALL TRAFFIC STRIPING AND MARKING SHALL BE THERMOPLASTIC WITHIN SHEET NO: APPROVED Services DOT RIGHT OF WAY. G- JUN 17 2019 5. ALL DIRECTIONAL, REGULATORY SIGNAGE, AND ALL PAVEMENT MARKINGS v �� App oval Date SHALL BE IN ACCORDANCE WITH THE " USDOT MANUAL OF UNIFORM TRAFFIC N Pp5 0<df,- I -024 RECEIVED CONTROL DEVICES." SITE & GEOM Approval Doc. & N, imF �r PLAN 10 11 1 12 1 13 1 14 1 15 16 n E-' 9 a SYMBOLLEGEND - = AT&T RISER p ^ ^ = GUARD RAIL BFPO = BACK FLOW PREVENTER = GUY WIRE ANCHOR = HANDICAP F®k = BENCH L�, . =BENCHMARK = HYDRANT U = BIKE RACK = IRRIGATION CONTROL VALVE CATVEJ = CABLE RISER IRRPEl = IRRIGATION PUMP = CABLE/TV HANDHOLD DQ = IRRIGATION VALVE ® = CATCH BASIN L5A , '= LIMITS OF LANDSCAPING LIMITS OF TREE CANOPY a9O = CLEAN OUT BUSH/HEDGE .} = CONCRETE LIGHT POST = LIGHT POST CPR = CONCRETE POWER POLE ®1 = MAILBOX = CONCRETE POWER POLE W/STREET LIGHT % = METAL LIGHT POST = CONCRETE SIGNAL LIGHT POLE = MONITORING WELL g� = DECORATIVE LIGHT POST --OHW— = OVERHEAD WIRE (!}t = DIAMETER '8' = PARKING METER (0) = DRAINAGE MANHOLE RCVN = RECLAIMED WATER VALVE EB p = ELECTRIC BOX SVN = SANITARY VALVE - SET IRON ROD WITH CAP "L.B. 6599" d= ELECTRIC HAND HOLE = SET NAIL AND DISK -LB. 6599" EMM = ELECTRIC METER :M& = ELECTRICAL PANEL �'- = SIGN X 0.00 = EXISTING ELEVATION = SPIGOT N7 = FIBER OPTIC MARKER ^ = SPRINKLER VALVE FO❑ = FIBER OPTIC RISER = STREET SIGN vno4TO = FIBER OPTIC VAULT Q = WATER SERVICE METER = GROUND LIGHT = CURB INLET ALTA COMMITMENT BOUNDARY v TOPOGRAPHIC SURVEY WV N = WATER VALVE #�. = WOOD POLE STREET LIGHT R3 = WOOD POWER POLE TO = TRAFFIC HANDHOLD HH = UNKNOWN HANDHOLD R96X� = UNKNOWN RISER BOX _BpM_ = BLUE PAINT MARKS —RPM— = RED PAINT MARKS —GPM— = GREEN PAINT MARKS —ppM- = ORANGE PAINT MARKS —WPM-- = WHITE PAINT MARKS = RED FLAG = WHITE FLAG = BLUE FLAG ttA�t = YELLOW FLAG = ORANGE FLAG = GREEN FLAG Q = AIR RELEASE VALVE 0 = FPL MANHOLE (JU = UNKNOWN TYPE. MANHOLE Q = DECORATIVE MAILBOX d = SANITARY MANHOLE = STORMWATER DRAIAGE MANHOLE CHiCAGO 7171E INSURANCE COMPAAfY TITLE C0MA91T EjVT.: > E 72345 4, REWSED APRIL 75, 2019 COMM177WENT DATE; APRIL 2 0,ATi00PM 1 DEFECTS LIENS ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS FORM. NOT A SURVEY MATTER. 2. TAXES AND ASSESSMENTS FOR THE YEAR 2018 AND SUBSEQUENT YEARS, WHICH ARE NOT YET DUE AND PAYABLE. NOT A SURVEY MATTER. 3. STANDARD EXCEPTIONS: 3.1. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. NOT A SURVEY MATTER. 3.2. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY &FATTER. 13, ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIALS HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 3.4. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS IN THE PUBLIC RECORDS, NOT A SURVEY MATTER, 4. ANY LIEN PROVIDED BY COUNTY ORDINANCE OR BY CHAPTER 159, FLORIDA STATUTES, JN FAVOR OF ANY CITY, TOWN, VILLAGE OR PORT AUTHORITY FOR UNPAID SERVICE CHARGES FOR SERVICE BY ANY WATER, SEWER OR GAS SYSTEM SUPPLYING THE INSURED LAND. NOT A SURVEY MATTER. 5. ANY CLAIM THAT ANY PORTION OF THE INSURED LAND IS SOVEREIGN LANDS OF THE STATE OF FLORIDA, INCLUDING SUBMERGED, FILLED OR ARTIFICIALLY EXPOSED LANDS ACCRETED TO SUCH LAND. THIS PROPERTY IS NOT 77DALLY INFLUENCED, NOT A SURVEY MATTER. 15, THE NATURE, EXTENT OR EXISTENCE OF RIPARIAN RIGHTS IS NOT INSURED. THIS PROPERTY IS NOT TIDALLY INFLUENCED. NOT A SURVEY MATTER. 7. RECIPROCAL PARKING EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 455, PAGE 2957. AFFECTS PROPERTY, SHOWN ON SURVEY. B. EASEMENT AS SET FORTH BY INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 470, PAGE 2354. AFFECTS PROPERTY, SHOWN ON SURVEY. THE DESCRIPTION OF THE EASEMENT IS VAGUE THIS OMCE ASSUMES THAT THE LINE DESCRIBED ON THE OFFICIAL RECORDS BOOK IS THE CENTERLINE OF THE EASEMENT, 9: AGREEMENT AS REFERENCED BY AFFIDAVIT RECORDED IN OFFICIAL RECORDS BOOK 549, PAGE 513 AND ASSIGNMENT OF UTILITIES AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 549, PAGE 520, AL IPy p! AFFFECT(S���Py�Ry�sOgyP�ERTTY,�yn�NfpOT A SUURVV E�/Yg��MA rMR. TA THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1; 3, 6(a); 6(b), 8, 11, 13, 14, 17, 18, & 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 19, 2018. SANITARY MANHOLE SCHEDULE # RIM INVERT BOTTOM NOTES SMH-1 13.63' - 6.73' MANHOLE FULL SMH-2 13.56' - 6.76' MANHOLE FULL SMH-3 13,90' - 6.70' MANHOLE FULL SMH-4 13.95' - 6.85' MANHOLE FULL SMH-5 13.82' - 6.67' MANHOLE FULL SMH-6 13.82' - 6.82' MANHOLE FULL H-7 13,99' - 6.59' MANHOLE FULL H-8 14.03' - 6.63' MANHOLE FULL H-9 rSMH-10 13.23' - 3,23' MANHOLE FULL 13.98' - 0.98' MANHOLE FULL S-1 15.51' - 6 51 LIFT STATION FULL TREE SCHEDULE #fBRAZILLIA]N DIAMETER BOTANICAL NAME FICUS BENJAMINA 10023 18" SCHINUS TEREBENTHIFOLIA 10024 FICUS 12" FICUS BENJAMINA 10025 FICUS 12" FICUS BENJAMINA 10026 FICUS 12" FICUS BENJAMINA 10027 FICUS 6" FICUS BENJAMINA 10028 BOTTLE BRUSH 8" MELALEUCA VIMINALIS 10029 BOTTLE BRUSH 4" MMINAJCA VIMINALIS 10033 CABBAGE PALM 8" SABAL PALMETTO 10037 CHRISTMAS 6' ADONIDIA PALM MERRILLII 10042 QUEEN PALM 8" SYAGRUS ROMANZOFFIANA 10048 QUEEN PALM 6" SYAGRUS ROMANZOFFIANA 10050 QUEEN PALM 6" SYAGRUS ROMANZOFFIANA � SURVEY STANDARDS T. LUCIE COUNTY, FLORIDA �' _�NO SCALF PROPOSED ON-GIE ACCESS EASEMENT (A E;_,j) DESC-RIPMON: A PARCEL OF LAND LYING IN THE WEST 1h OF THE NORTHWEST X OF THE NORTHEAST 1f OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 22, THENCE SOUTH 89'45'45" WEST, A DISTANCE OF 1,977.35 FEET TO THE EAST LINE OF THE WEST �h OF THE NORTHWEST Y4 OF THE NORTHEAST °14 OF SECTION 22; THENCE RUN SOUTH 00-09'52" EAST, ALONG SAID EAST LINE, A DISTANCE OF 1,249.51 FEET; THENCE SOUTH 89'48'50" WEST, ALONG A LINE BEING 75,00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID WEST �/ OF THE NORTHWEST Y4 OF THE NORTHEAST Y4 OF SECTION 22, A DISTANCE OF 313.30 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89'48'50" WEST, A DISTANCE OF 36.00 FEET; THENCE NORTH 00'10'58" WEST, A DISTANCE OF 138.01 FEET; THENCE SOUTH 89'48'50" WEST, A DISTANCE OF 50,13 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY, SAID CURVE HAS A RADIUS OF 45.00 FEET, FROM WHICH A RADIAL LINE BEARS NORTH 00'06'55" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56'12'56" AN ARC DISTANCE OF 44.15 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NUMBER 1 (A 120.00-FOOT-WIDE RIGHT-OF-WAY), SAID POINT HAVING A NON -RADIAL INTERSECTION WITH CURVE CONCAVE EASTERLY, SAID CURVE HAS A RADIUS OF 1,862.8E FEET, TO WHICH A RADIAL LINE BEARS SOUTH 67"12'31" WEST; THENCE NORTHERLY ALONG SAID CURVE AND EASTERLY RIGHT-OF-WAY LINE THROUGH A CENTRAL ANGLE OF 1'28'20" AN ARC DISTANCE OF 47.85 FEET; THENCE NORTH 81'17'59" EAST, A DISTANCE OF 50.74 FEET; THENCE NORTH 89'48'50" EAST, A DISTANCE OF 91.21 FEET; THENCE SOUTH 00'10'58" EAST, A DISTANCE OF 170,01 FEET TO THE POINT OF BEGINNING. CONTAINING 9,.489.77 SQUARE FEET (0.22 ACRES), MORE OR LESS. A PARCEL OF LAND LYING IN THE WEST Y� OF THE NORTHWEST 14 OF THE NORTHEAST 14 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 22, THENCE SOUTH 89-4545" WEST, A DISTANCE OF 1,977.35 FEET TO THE EAST LINE OF THE WEST H OF THE NORTHWEST 34 OF THE NORTHEAST 'X OF SECTION 22; THENCE RUN SOUTH 00'09'52" EAST, ALONG SAID EAST LINE, A DISTANCE OF 1,249.51 FEET; THENCE SOUTH 89'48 50" WEST, ALONG A LINE BEING 75.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID WEST 'h OF THE NORTHWEST y OF THE NORTHEAST IA OF SECTION 22, A DISTANCE OF 141.30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'48'50" WEST, A DISTANCE OF 130,00 FEET; THENCE NORTH 00'10'58" WEST, A DISTANCE OF 18.00 FEET; THENCE NORTH 89'48'49" EAST, A DISTANCE OF 130.00 FEET; THENCE SOUTH 00'11'09" EAST, A DISTANCE OF 18.00 FEET TO THE POINT OF BEGINNING. CONTAINING 2,339,95 SQUARE FEET (0.05 ACRES), MORE OR LESS. PROPOSED OFF SITE ACCESS EASEMENT (A.E _2) DESCRIPTION: A PARCEL OF LAND LYING IN THE WEST Y2 OF THE NORTHWEST % OF THE NORTHEAST 144 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SECTION 22, THENCE SOUTH 89'45'45" WEST, A DISTANCE OF 1,977.35 FEET TO THE EAST LINE OF THE WEST h OF THE NORTHWEST '/ OF THE NORTHEAST Y OF SECTION 22; THENCE RUN SOUTH 00'09'52" EAST, ALONG SAID EAST LINE, A DISTANCE OF 1,249.51 FEET; THENCE SOUTH 89'48'50" WEST, ALONG A LINE BEING 75.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID WEST 'h OF THE NORTHWEST Y4 OF THE NORTHEAST % OF SECTION 22, A DISTANCE OF 141.30 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00'11'10" EAST, A DISTANCE OF 26.00 FEET; THENCE SOUTH 89'48'50" WEST, A DISTANCE OF 228.21 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY NUMBER 1 (A 120.00-FOOT-WIDE RIGHT-OF-WAY), SAID POINT HAVING A NON -RADIAL INTERSECTION WITH A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1,862.86 FEET, FROM WHICH A RADIAL LINE BEARS SOUTH 62'18'55" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00'53'52" AN ARC DISTANCE OF 29.19 FEET, RETURNING TO SAID LINE BEING 75.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE WEST X OF THE NORTHWEST ,A OF THE NORTHEAST ,4 OF SECTION 22; THENCE NORTH 89'48'50" EAST, A DISTANCE OF 241.48 FEET TO THE POINT OF BEGINNING. CONTAINING 6,107.11 SQUARE FEET (0.14 ACRES), MORE OR LESS. PRQEDSED ON -SITE 10' UTILITY EASEMENT (U� DESCRIPTION: THE WEST 10,00 FEET OF A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 .EAST, ST, LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; TI ON A THE NORTH LINE OF SAID SEC COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 89`45'45" WEST LONG ENO S 22, A DISTANCE OF 1,977.35 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52" EAST, ALONG SAID LINE A DISTANCE OF 1,068.51 FEET TO A LINE BEING 256.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTON 22; THENCE SOUTH 89'48'50" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'4550" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1 (A 120.00-FOOT-WIDE RIGHT-OF-WAY), SAID POINT HAVING A NON-RAOIAL INTERSECTION WITH A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1,862.86 FEET, TO WHICH A RADIAL LINE BEARS NORTH 69-17'38" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06-04'34", AN ARC DISTANCE OF 197.56 FEET TO A POINT ON A LINE 75.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE NORTH 89'48'50" EAST, A DISTANCE OF 298.65 FEET; THENCE NORTH 00'09'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1976.59 SQUARE FEET (0.04 ACRES), MORE OR LESS. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND .MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION,. INC, IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA WRITTEN F THE SURVEYOR. ADMINISTRATIVE CODE., TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIORII E CONSENT 0 E ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID. 2, ADDITIONS OR DELETION TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. 4, PROPERTY ADDRESS: 7180 US HIGHWAY 1 5. PARCEL CONTAINS 1,41 ACRES, MORE OR LESS. 6. THE LAST DATE OF FIELD WORK WAS JANUARY 18, 2019. 7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 8. BEARINGS, IF SHOWN HEREON, ARE BASED UPON THE NORTH LINE OF SECTION 22 PER THE LINE LABELED HEREON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 9. THE EXPECTED USE OF THE SURVEY AND MAP IS COMMERCIAL. 10, BEARING SHOWN HEREON ARE LABELED AS DEED (D), IN REFERENCE TO OFFICIAL RECORDS BOOK 3044, PAGE 2633. AND CALCULATED (C) IN REFERENCE TO ADJUSTMENTS TO THE BOUNDARY AS CALCULATED BY THIS OFFICE 11. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1989 (NAVD88) AND ARE BASED ON NGS BENCHMARK DESIGNATED T-403, HAVING A PUBLISHED ELEVATION OF 14.96 FEET. 12IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION', OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS 13. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS- THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 14. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH. 15, DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "X" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP N0.12111CO280J, ST. LUCIE COUNTY, FLORIDA, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012,. 16. THE LEGAL DESCRIPTION FOR PARCEL 1, AS RECORDED IN OFFICIAL RECORDS BOOK 3044, PAGE 2633, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, HAS A SCRIVENER'S ERROR IN THE FIRST BEARING CALL FROM THE POINT OF COMMENCEMENT THAT IS ADDRESSED IN A SURVEYOR'S AFFIDAVIT SIGNED BY MICHAEL T. OWEN ON JANUARY 25, 2019. 17. THE SUBJECT PROPERTY IS ONE AND THE SAME AS THAT CERTAIN PROPERTY SET FORTH IN THE DEED DATED FEBRUARY 21, 2007 AND RECORDED IN THE REAL PROPERTY RECORDS OF SAINT LUCIE COUNTY, FLORIDA IN IN BOOK 2769, PAGE 1000. 18, THERE IS NO EVIDENCE OF CHANGES IN RIGHT-OF-WAY LINES. 1.9. NO WETLAND DELINEATION MARKERS WERE OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 20. NO ZONING REPORT WAS PROVIDED TO THIS OFFICE BY THE CLIENT PER TABLE "A" REQUIREMENTS. 21. THE BOUNDARY LINES OF PARCELS 1 AND 2 ARE CONTIGUOUS WITH NO GAPS, GORES, OR OVERLAPS. ® #I Z141waild, # PARCEL I A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY; FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE NORTH 89 DEGREES 52 MINUTES 00 SECONDS WEST, ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1917.00 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00 DEGREES 11 MINUTES 42 SECONDS WEST, ALONG SAID LINE A DISTANCE OF 1094.61 FEET TO A PARALLEL LINE 230.00 FEET NORTH OF THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE NORTH 89 DEGREES 50 MINUTES 04 SECONDS WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE NORTH 89 DEGREES 50 MINUTES 04 SECONDS WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 361.83 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, SAID POINT BEING IN THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1863.61 FEET AND A CENTRAL ANGLE OF 27 DEGREES 35 MINUTES 05 SECONDS; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE SUBTENDING AN ANGLE OF DO DEGREES 51 MINUTES 21 SECONDS, WHOSE CHORD BEARS NORTH 20 DEGREES 44 MII:'JTES 07 SECONDS WEST, A DISTANCE OF 27.84 FEET; THENCE SOUTH 89 DEGREES 50 MINUTES 04 SECONDS EAST ALONG A UNE PARALLEL WITH AND 256.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 377.76 FEET; THENCE SOUTH 00 DEGREES 11 MINUTES 42 SECONDS WEST A DISTANCE OF 26,00 FEET TO THE POINT OF BEGINNING. PARCEL 11 THAT PART OF THE NORTH 155 FEET OF THE. SOUTH 230 FEET OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LYING EAST OF US HIGHWAY NO. 1 (A/K/A STATE ROAD NO, 5); LESS AND EXCEPTING THE EAST 84.14 FEET THEREOF. TOGETHER WITH THOSE CERTAIN NON-EXCLUSIVE EASEMENT RIGHT(S) AS CREATED BY THAT CERTAIN EASEMENT, RECORDED JULY 18, 1985, IN OFFICIAL RECORDS BOOK 470, PAGE 2354, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ALSO DESCRIBED AS A PARCEL OF LAND IN THE NORTHEAST 1/4 OF SECTION 22, TOWNSHIP 36 'SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY,. FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 22; THENCE SOUTH 8945'45" WEST, ALONG THE NORTH LINE OF SAID SECTION 22, A DISTANCE OF 1977.35 FEET TO THE EAST LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 00'09'52" EAST, ALONG SAID LINE A DISTANCE OF 1068.51 FEET TO A PARALLEL LINE 256.00 FEET NORTH OF THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22; THENCE SOUTH 89'48'50" WEST ALONG SAID PARALLEL LINE A DISTANCE OF 84.14 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE SOUTH 89'48'50" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 377.65 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY NO. 1, SAID POINT BEING IN THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 1862.86 FEET AND A CENTRAL ANGLE OF 6'04'34"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE SUBTENDING AN ANGLE OF 06'04'34", WHOSE CHORD BEARS SOUTH 23'44'55" EAST, A DISTANCE OF 197.56 FEET; THENCE NORTH 89'48'50" EAST ALONG A LINE PARALLEL WITH AND 75.00 FEET NORTH FROM THE SOUTH LINE OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 22, A DISTANCE OF 298.65 FEET; THENCE NORTH 00'09'52" WEST A DISTANCE OF 181.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.41 ACRES, MORE OR LESS. CERTIFIED TO 1, HSC PORT ST LUCIE, LLC 2. COMMERCE STREET PARTNERS, LLC 3, DOLLAR GENERAL CORPORATION, A DELAWARE CORPORATION 4, DOLGENCORP, LLC, A KENTUCKY LIMITED LIABILITY COMPANY 5. CHICAGO TITLE INSURANCE COMPANY 6. CHIUMENTO DWYER HERTEL GRANT & KISTEMAKER, P.L 7. TRUSTMARK NATIONAL BANK 8. IBERIABANK 9. BANCORPSOUTH BANK SITE PLAN APPROVED ul 0►9 OV a Oat a PADS Order M-026 Apprvvd Doc. & Number Planning & Development Se rvices JUN 17 2019 RECEIVED ZONING TABLE STATE OF FLORIDA _ - COUNTY OF ST, LUCIE OUTSIDE PORT ST. LUCIE CITY LIMITS ZONING; GC - GENERAL COMMERCIAL YARD SETBACKS FRONT: 25' (15' LANDSCAPE BUFFER) SIDE: 10' (10' LANDSCAPE BUFFED) REAR: 20' (10' LANDSCAPE BUFFER) PARKING REQUIRED: 4.49 SPACES f 1000 SF GFA BASED UPON THE 4TH EDITION OF THE ITE PARKING GENERATION MANUAL 9100 SF 11000 " 4.49 = 40.9 SPACES PARKING PROVID RK ED: 41 SPACES INC. 2 HC ) BICYCLE PARKING: 1 6 SPACES MINIMUM ¢y ' m „1ICHAEL T. OWEN 'PROFESSIONAL SURVEYOR AND MAPPER, SIGNATURE DATE: 10RIDA REGISTRATION #5556 F F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION SM8 Egg N Y iL J O 6 : CJ o 5 0 a Rom I, BEARINBASIS) N89445'45"EG2636,49'(C) NORTH LINE SECTION 22 ^ M . MITERED END ^1. ^° ( IN FEET ) x'' SECTION ^' 1 inch = 20 ft a 3° 12X18 ERCP ^ pINVERT:9.34' ?@ °° x p lb -a ^ry x^� ��h ym e _ ^° - -°6 0'6 °6 °?° o� n MITERED END Qo gyp' ^gip p ^7Q ,� -----'�f- _;{^. ^^� 5� EXISTING DITCH- ..t - -- - "' -.- __-_ --- °" �� SECTION y. -x^°12X18 ERCP--- ^O' "f� v� ^•\• x" �^' ^'`' 1? ^� g'D .�6. �. 1 �n h^ ^^� ^'`' by s ^�1 IN V: 9 38 ^� x,\7 yry ^ h~ M1p ^p R. ^, x^^X^^6 x^ TRACT XA ^� x^ry- xy ^d yy p,,. e' x s' 4 y ,p PINE SUMMIT RE -PLAT NO. 1 x'ry x°� Xhry B- I! 8 x^7 x^ x^ x^ry' S^ PLAT BOOK 51, PAGE 39 pp n" FORCE MAIN EASEMENT x`ry' a° xN9 'ox x^y' ,' PARCEL ID: 3422-5 2-0001-D00-5 6' ,.ry7� x^ry x(O.R.B. 470, PAGE 2354) x^ry x^y BLUE PAINT MARK x'y� x^ x^9 OWNERryQ AND J OF S„ LUCIE COUNTY IN Xy� x sX A (TYPICAL) ' °ry �e P . V x ry ^y Ja hyX ryo� ,+�: �p� x^'S- x^R;• 6 yy1 x^ x^ y. $6 o x PERxQESCRIPTION BY SURVEYOR x ^rye g0 tr x ^y' x^' ^�' FD 5/8' IR/C LB803 IR/C X ,°ry s>' ,rye X ,ry99 9yX0 25'BWEaT ^y� x W y` (J xM1�^ r zwW L-27\�D), 84(D), 27.8 a 35 R8628 6 ry 21), Lr0'51'23"(' CHB N20'44'07"W(D CHB N2'1'08'04"W(C 0 ^ry ^'Sr�d? ' 9 b ^. �lox Nil Q4'x 'X 12X .45 ^,L1 ^'L� p° ^ x'`ry w w x=:� w' w w w-R w w w w---;r,,^�v w HS 9 4$ 5C} N! 377.85 {C�_W. � ,- w ^y x^ k 89°48'S0 W ryhk pkx ? ?9 10' BuiLorNc SETBACK S89°50'04"E .377.76'(D) " ryhry S00°09'52- � 26.00'(C) l y ^ LANDSCAPE BUFFER ASPHALT PARKING 26� x^y x SOO`11'42"W 26.00'(D) y ^y x^y, p � A- E 50?`� -'"�- N89°48'50"E 91.21' e1 ^°.:6, \. esr •- _._- _ ��1�-+.:.EL _�I"_a -. Qm' x X r. X`y x z` - *� ^ho.. v T18 q> ^y ,:y ,y. `': ..�/ °m cs ,`'s9 x. x r, , x,� f3 " x ry -- ^ $yx PER DEED ry 0 ^ s lr ° PROPOSED 32' , u^` °.�. ° 4 ����,�p :RR ACCESS EASEMENT •;'� .h. ^� x$ _. 84.14 / x` ,, S89'48'50"W 84.14'(C) S89°48' 0"W 367 69 (C) k �s ,� aa.z2 0 xp N89-50' 4"W 361 83 (D) ^° BSMH 1 2s' ^ °" ^sN89°50'04"W 84.14°(D) °s xy x SMH 210027 .,..-10026 ` pg ^y. ° ry9 Rr .° x^ ' jam✓ SMH A , z ' . p 0 g X`9� x, ___JJJ CURB INLET ry. � � �10050 x^ S89.48'5o"W 50-13"'' �' x° I SMH 3 RIM 1 7 �cR!?d o C� N SMH 6 SMH 5 ASPHALT PARKING 0025 w NV:7. 2' .`a'' ` x' �'° e L=44.15., R=45.00 ys �' m o S; INV.7 ' o 6--56'12'56 x^� S Ml1 8 �/ � Y 10024 e BOAOM- yp ^Nhp�J 7 a� \ SMH 7 TM ^ 56 0 5 , z ... GAS h`t' o-x ap n x �.y 0 ` x^ ^�. y�` ,�".. x`' t o 0.^�� x "" VALVE Jr�� x^h_ 7C� X^� x'��� x^'�6y R'L . q, x x^� X4 "�A ' ` 0W a s SMH 10 �yy, ° 5'x5' LIFT STATION 0023 " m Xy °4 ` oQ� LIMITS OF DEMOLISHED RESTAURANT SMH 9 ' W/ ELEC. BOX 4" PVC CPP O DRAINAGE INV:11.95' (CONCRETE SLAB) o px x; (SEE TABLE) ^ MANHOLE '50 o0.4 �' " RIM:14.07' cnry f� aplp ye a° o ag p yx( ep ° U o eox r ro' S' �' ^h, o ^y: 4 z w \ x X^ X^ XK X W x x �_t`5 ^ '' v4 � w HA DRAIL 3a � m �_ ¢ L=101.87, R=1862.86 PROPOSED 36 gry - - LO s ACCESS EASEMENT o y' ' 1 t--' ''r ^ �p ° (E i1RE CURVE) +� A- '07'S9" a CONTROL PANEL- i L 197.56, R-1862.86^ry y 100 2 " \ f x^ Q a6°04 34 z 7 n Wyk M'9 o M'y 1 ' , ^y 'J ^ f/ Q g f CHB=S23"44'S5`rE O� 5^ x X X' ^ f �` h °, p3 1 Q 0.y 51 ^ l px - y l ry' x U \ ^�: xJ �� .4 r m x �# f ^y9 �X' X"' x X^ Ix Uj Qx'`ry x144 x^'F' x^ti tiy� X O W x. Xy' ASPHALT PARKING �m x^v ,y� ^ti X 7x W - pZ y 72.71 ... p^ x x x X x YARD DRAIN z � G OA 13 4 #7 z� ti O 4 'ao RECIPROCAL PARKING EASEM �ENT x fo�33 0028 RIM: 12 14' (FILLED WITH DIRT) Ui Cry y"o (O.R.B. 455, PAGE 2957) ^� 6y y�y p vawi 4//�� yp 5x cn��'o\ ^^�S89'48'50"`W 275.04' X ^,hy"'d ,�� ax v `J \ X. --g- '`°' S� ^ yy� ^ya ^4' ^rye L=28.03, R=18b2.86 , ~�-ti.�4. 2 oy �" 1 A. E. ' 1� 2`40 zo N 89°48'49"E 13Q.00' 1 o .10 29 I y5 ^2h m o PROPOSED 18' - z 1 ¢.z ° ^ '? '' -r3 o PARKING EASEMENT ASPHALT PARKING' 10' BUILDING SETBACK & Fps s1.3 ^' r ` LANDSCAPE BUFFER ' y m ^ 33.48' 36.00' rm:kT.. 4 -60' .,; -, 130.00' .. 3.,47' ^y .. 24.7Q' ry1' u P/ N � I Qz oD L0.> v'5wo Q�: 1: CD C) aU)0-I:D awomi- - U Q L W Y N 0 m Q ¢ mr U Q V Q a Q _j CL -J U < [ a- W d � O z V 5ET MAG NAIL STAMPED SET 5 8" IR C s' � y. , 'y °y w "1 9w / 7"10037-' 'L o x.,> N89048 JO E 29$.65 x� xry' X. x x x x a�xxti' ry' S89°48'50r'W 143.30'(P.E-)(A.E.-2) a %t� B8098" BM EL.13.25 ' ^y a �� � z NAVD(1988) PT. NO, 100001 w L 13'2 L=29.19, R=1862.86 L�0"53'52", tix a w z k 1 w \SIGN i S8948 50 W 313.3D (A,E.-1) .oS X^, .S X,.y. �k x M° PROPOSED 26' X,'� 6 ^ rn ^ h y FD 5/8" IR/C x • {L:t- . a x ,�, x LB8423 ACCESS EASEMENT A.E.-2 h�' °° hry �� p y�_y py hy & P:E:°" � 0.52' EAST Xty x^sx` " x` ^e� S89'48'50"W 228.21' SET MAG NAIL STAMPED ^ "LB8098" BM EL.12.96 5 SOUTH 75, WEST NE , 1 2; NW 1 44 SEC. 22 / / / NAVD(1988) :PT. N0. 100068 PARCEL ID: 3422-123-0002-000-7 y 9' OWNER: ROLAND J. KURUSIS SOUTH LINE OF THE VVEST 1 /2 OF CONCRETE WALK LIMITS OF ADJACENT BUILDING Curve Table Curve # Length Radius Delta C1 19.79 1862.86 036'32" C2 8.05 2457.07 011'15" 4SH1P 36 SOUTH RANGE 40 EAST (CALCULATED) GCR# 5597 161�, 14 S89`45'45'"W 1977.37(C) 22 23 N89`52'00"W 1917.00'(0) r CONTROL STRUCTURE o a RIM: 12,62' WEIR: 11.10' INVERT COULD NOT BE DETERMINED o Q O Planning & Development services JUN 17 2019 REau '"D m s m >N W {... m � w m 3 ¢ o 0 I W w a I W b ° DL 06 t' RPM Of ! g `OZ 6' 1n1ber 1 2 3 4 5 6 7 8 9 10 11 12 ( 13 14 15 16 All C Lei E F G HI I� I .' I' I .' � I .. I .: I ' I� I I I I' I .. L I .. )'• I. '.1 I 1 I I 1- 1. �L_— _ i tj 130'-0„ ------------- 26-0" 26-0" 261_011 26-0„ 26-0" I 3 rF-F2 6, A03 Ed-, ------- ----.---; - I I I I m ti` I --- ---- --- - - - DIMENSIONS FROM INTERIOR '__ -� 7A FACE OF COLUMN. MEN p210 O 56'-0" BEVERAGE ANCHOR BOARD, REFER TO /AO'I 48'-4" 21 s------_--_--ND LENGTHS WITH FINAL DG F XTURE PLAN 104 SALES AREA 4'-0'q 102 )}ALL N 7 i m19 107 > _____:13M o 105 ADDITIONAL REGISTERS MAY BE ;n N 6 14 " W I REQUIRED IF THE ANNUAL SALES N as -- _ PROJECTION EXCEEDS THE 105 @ALL TOILET 6A I I f — — z PERFORMANCE OF A STANDARD STORE. ROOM WALLS A01 I Q co H COORDINATE THE FINAL LOCATION AND 2t 26 26 21 Co AMOUNT OF THE REGISTERS WITH THE a 3 APPROVED FIXTURE PLAN. Z 0 NOTE: METAL BUILDING COLUMNS SHALL 2 8A w 24 BE STRAIGHT. TAPERED COLUMNS A02 A01 SIM. g REQUIRE WRITTEN APPROVAL. MAINTAIN 11 28 -3 1/2 I _ RECEIVING AREA o INTERIOR CLEARANCE OF 68'-0" BETWEEN FACE OF COLUMNS ON SALES FLOOR. r =-(, - II . N J 19 ,_�- O NOTE: THE CLEAR DISTANCE BETWEEN WALL o THE BACK OF THE SALES FIXTURE AND WALL D W m THE GYPSUM BOARD SHALL NOT EXCEED 3 KEY 14 Lo J 10 1 1/2". IF GREATER THAN 1 1/2", FURRING 00VM 15 STRIPS SHALL BE INSTALLED TO THE FACE F 29 `J 1 W OF THE GYPSUM BOARD, TOP OF STRIPS _ wAT 78" A.F.F., PAINT TO MATCH WALL. w/ B I 2z 22 NOTE: IF A UNIQUE WALL ASSEMBLY IS 22 2z 6 4 OFFICE Ll r Apt _ 25 25 UTILIZED PER LOCAL GOVERNMENT 25 25 6 itI 11i REQUIREMENTS, THE BUILDING 1. _ . FOOTPRINT SHALL GROW OUTWARD TO 23 F_ -1- r �_ MAINTAIN THE MINIMUM SALES AREA L J g DIMENSIONS. 101 13 �4 0 3'-0-In8,-6„ 100 N ----------- - - N MIN. ° iN — Q I BREAKROOM I 24,-4„ 100 I — m aA @OFFICE & 7 _ -__ 7 4 11 12 op BREAKROOM A01 4' co WALLS 03 . 27 -0" o A01 ! 0 cosMs.cs --- - --- -- - - A- �-- I' 14. 02 2I 20 I A02 L_ _—J 29 15 -- . ------ 1 1 I— -- 1,12'-2, i A03 10d'-6" (MINI UM CLEAR DIMENSION, MINI UM' IMESION MUST BE"M INT INED) .I 1T•0" .I I� I I � I I � �I. .. I 1 I � � I I � I I I I �, I I. I I .•I .'. _----.r- _`�_ FLOOR PLAN SCALE: 1/8"=V-0" DOC 8'-01, WIN M ALU COF 3,-0, FAU WA- "EW ABC N (3_-� ENLARGED MOP SINK PLAN A01 SCALE: 1/2"=1'-0" 1 2 PLAN NORTH 3OM JZE ANUF VIDE ROD " SPLIT FACE MU PAINTED O MATCH JDE WALL ANELS. vIYv^LLJI LVVL DETAIL AT COLUMN .EXTERIOR CORNER DETAIL A01 SCALE: 1/2"=l'-0" 3 4 6 SCALE: 1/2"=V-0" 6 7 PEMB ROOF TYP. PURLIN/GIRT. SPACING (51-0" O.C.) PANELS PEMB INSULATION, COMPRESSED AS REQ'D. FOR BLOCKING PEMB PURLIN/GIRTS. 00 METAL STUDS, ATTACHED GALVANIZED DEFLECTION TO PEMB PURUNS/GIRTS. TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. 0 CONTINUOUS DEFLECTION RUNNER ACOUSTICAL TILE CEILING AND GRID (WHERE OCCURS, REFER TO REFLECTED CEILING PLAN) R-13 INSULATION (@ TOILET ROOM WALLS) 1/2" MIN. GYPSUM BOARD ON 3-5/8", 20GA. METAL STUDS @ 16" O.C. TO UNDERSIDE OF DECK. GYPSUM BOARD TO RUN TO UNDERSIDE OF DECK ABOVE AT ALL "OPEN TO DECK ABOVE" AREAS OR TO 6" ABOVE CEILINGS. (USE MOISTURE C RESISTANT GYPSUM BOARD AT WET LOCATIONS). SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FINISHED FLOOR FLOOR w/0.177"0 xl-7/16" P.A.F., SHOT THRU A 1"0 x 16GA. HOLELESS WASHER 6A TYPICAL PARTITION SCALE- 1"=1'-0" 9 10 FLOOR PLAN KEYED NOTES ❑ RECEIVING DOOR BUZZER - TORK MDL.#TA725 OR EQUAL �2 DOOR SCOPE. REFER TO DOOR SCHEDULE. WEATHER STRIP & LOW PROFILE THRESHOLD. SEE DOOR SCHEDULE. STRIPE FLOOR FOR DESIGNATED EGRESS PATH (PAINT YELLOW) AND T-0" DESIGNATED EMS PANEL CLEARANCE (PAINT RED). qq STRIPE FLOOR FOR DESIGNATED ADA EGRESS PATH (PAINT YELLOW). PROVIDE AND INSTALL A TEN GALLON WATER HEATER (OR LARGER IF REQUIRED BY CODE) ABOVE THE MOP SINK. 3 5/8" METAL STUD WITH 1/2" MINIMUM GYPSUM BOARD (BOTH SIDES). REFER TO NOTED WALL SECTION. REFER TO ROOM FINISH SCHEDULE FOR GYPSUM BOARD HEIGHT AT ANY PARTICULAR WALL. METAL LINER PANELS TO 8'-0" A.F.F. (BY PRE-ENGINEERED BUILDING MANUFACTURER). DIMENSIONS ARE TO COLUMN LINE UNLESS OTHERWISE NOTED. METAL BUILDING PANELS (BY PEMB). PROVIDE TAMPER -RESISTANT FASTENERS FOR BOTTOM8'-0". 10 CONCRETE SLAB WITH STRUCTURAL MIN, 6x6xW1.4 WELDED WIRE MESH OVER POLYETHYLENE VAPOR BARRIER (MIN. 10 MM THICK) OVER CRUSHED STONE BASE, TYPICAL, OR EQUIVALENT. SEE STRUCTURAL DWGS. PROVIDE CONTROL JOINTS AS SHOWN ON S03. 11 METAL BUILDING FRAME. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. 1P 1/2" GYPSUM BOARD (TO 10'-0" A.F.F.) OVER METAL LINER PANELS AND INSULATION WITH VAPOR BARRIER. 13 NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL, 14 SLOPE CONCRETE 1/8" PER FOOT AWAY FROM BUILDING. 18 COORDINATE CONCRETE SIDEWALK WITH CIIVL AND BROOM FINISH, TYPICAL. 18 BRONZE STOREFRONT SYSTEM. REFER TO NOTED WALL SECTION FOR ADDITIONAL INFORMATION. CONTINUE GYPSUM BOARD ABOVE STOREFRONT TO DECK. 17 LINE OF SOFFIT OR CANOPY ABOVE. 1e A.D.A. COMPLIANT ACCESSIBLE RAMP WITH YELLOW PAINTED SIDES TO ACCESSIBLE PARKING STALLS. y MC CUE CART AND BUMPER GUARDS. TOP INSTALLED @ T-5" A.F.F. ORDER TRIM KIT FOR THIS PROTOTYPE. 20 WALL HYDRANT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 21 REFRIGERATION BY DOLLAR GENERAL. 1® BEAUTY AND COSMETICS SHELVING AND EQUIPMENT. 22 ROUND PIPE STEEL COLUMN WITH RECESSED BASE PLATE. PAINT SW7005 PURE WHITE. WRAP COLUMN WITH TIGHT LOOP CARPET (BLACK) FROM BASE TO 48" A.F.F. pg POWER POLE. COORDINATE FINAL LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN (F01). 2q CONTROL JOINTS ARE TO BE PLACED ALONG COLUMN LINES AND MID POINT BEWTEEN COLUMN LINES. COORDINATE WITH STRUCTURAL DRAWINGS. 25 FLOOR AREA AT BASE OF COLUMNS, WITHIN THE CONST JOINTS, TO BE PAINTED BLACK MAGIC TINT. 26 ENDCAP COOLER/FREEZER AND DISPLAY LIGHTING AS NEEDED TO BE HARDWIRED THROUGH WHITE SO CORD. GC TO LEAVE BOTTOM HANGING AT 80" A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE, COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. s® BEAUTY STATION TO BE HARDWIRED THROUGH WHITE SO CORD, GC TO LEAVE BOTTOM HANGING AT48" A.F.F. (SEE ELECTRICAL). CORD ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. WALL OUTLETS FOR BANKS OF COOLERS AND FREEZERS AND COSMETICS VALANCE, SEE ELECTRICAL FOR DETAILS. z7 MC CUE RAILING IN FRONT OF ELECTRICAL PANELS. V-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST. 2e CART AREA. REFER TO 5 & 6/A06. zs METAL STUD FRAMING AT ARCHITECTURAL FEATURE. _ALUMINUM TRIM (PAINTED) WOOD NAILER —WOOD REQ'D.) METALTRACK 1/2" MIN. GYPSUM - BOARD ON 3-5/8", 20GA. METAL STUDS @ 16" O.C. SIMPSON HTT4 (AS REQ'D.) _SEALANT (BOTH SIDES) BASE TRACK, FASTEN TO FLOOR w/C.177" 0 xl-7/16" P.A.F., FINISHED SHOT THRU A VO x 16GA. FLOOR HOLELESS WASHER 7 PARTITION -OFFICE & BREAKROOM A01 SCALE. V=l'-0" 11 2 13 14 15 planning & Development Services JUN 17 2019 RECEIVED I A z ��oo N N I�y 011+� V'1 iY-I 6 B 0. N R�- O w Y O ryy' bA 4 1 l it w C I U H_ o U " O 1� 0 rr ll 9-Al%INN* S744y,E AR92549 �. (;4e, 42, 2019 w w qq qq Q C a 7 A ri cl � (V M H O N J � � O M a, W z J 0 U � L a y� -1 M PROJECT NO: 19-011 DRAWN BY: RJD CIWD BY: TFS SHEET NO: FLOOR PLAN, N DETAILS, & PARTITIONS A01 2 11 5 6 7 9 10 11 12 13 14 1 15 16 A B C D E I K L M N EQ. EQ. 1 z yii 1g 15 10 15 / '— 0 0 0 DOLLAR GENERAL12 `' 3/8 0 N i %N% r r ° s 777 C, ow i 0il o„ TYP. 11 23 9 21 9 TYP. 9 19 11 FRONT ELEVATION SCALE: 1 /8"=1'-0" LEFT ELEVATION SCALE: 1 /8"=1'-0" REAR ELEVATION SCALE: 1/8"=1'-0" SITE PLAN APPROVED Ap l ovcd Wo Pnc n,aow 19-02 6 Approved Doc. & Number EIFS TRIM COLOR 1 SHUTTERS AND DOOR TRIMS EIFS TRIM COLOR 2 ACCENT SANDS EIFS FIELD COLOR BRICK WAINSCOT Planning & Developmanl Services JUN 17 2019 RECEIVED ELEVATION KEYED NOTES 1❑ SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LES. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF THE CANOPY. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. ❑2 NOT USED. ❑ FLOOD LIGHT. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO. ® 6'-0' X T-0" EXTERIOR REVEIVING DOOR. SEE DOOR SCHEDULE. ❑ WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. © T-0" X T-0" EMERGENCY EXIT DOOR. SEE DOOR SCHEDULE. ❑i TRIM - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. ❑ GUTTER AND DOWNSPOUT - SEE EXTERIOR FINISH SCHEDULE FOR COLOR. ❑g NICHIHA BRICK PANEL INSTALLED OVER METAL WALL PANEL. 10 STANDING SEAM METAL ROOF. 11 METAL WALL PANELS WITH REVERSE RIB PROFILE WITH STUCCO FINISH (COLOR BAUHAUS BUFF SW 7552. 1z LOUVERED SCREEN FOR HVAC UNITS. 13 VENT FOR BATHROOM EXHAUST. REFER TO M01 FOR ADDITIONAL INFORMATION. 1a DOOR BUZZER. REFER TO E01 FOR ADDITIONAL INFORMATION. 15 METAL AWNING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER. 16 HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICAL SHEET M1 FOR MORE INFORMATION. 17 OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOORS @ 8'-0" A.F.F. 18 MINIMU M EAVE HEIGHT - G IS 14' 0" A.F.F. t9 FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. 20 INSTALL NON CORROSIVE METAL SNOW GUARDS IN COLD CLIMATE DESIGN LOCATIONS. z1 21'-0" X 10'-0" STOREFRONT ENTRANCE. z2 PAINTED DECORATIVE SHUTTERS. 23 FAUX WINDOWS. A z�-ioc go �MM � cdr- � all, dr- CA O xi 'd dN N U Ow B 1:4 C) w O l c � O v � O U y D o� F \0EY STflq .'. E I1Ji AR92549 .. I �, [fit V lame 12, 2019 F Q Q in d d o ir� A W�W w a A a A G A rt <F O W H O O N J � � O M O a, W z o z O � U � a 0 M PROJECT NO: 19-011 DRAWN BY: RJD CHK'D BY: TFS SHEET NO: EXTERIOR N ELEVATIONS A02 2 3 4 5 6 7 I 10 IN 13 14 15 16 2 3 4 1 5 0 7 0 0 iC 12 13 14 15 16 A a C IC E F n 0 G I LJ K > 0 J LLJ LL z„. L N 18'-0" "FIELD VERIFY" METAL METAL DUMPSTER DUMPSTER n / 7"-8" FIELD VERIFY PTD FLAT BLACKJ vv 3 GATE BRACING DETAIL A07 SCALE: N.T.S. 6x6 TRTD. WOOD POST I TRTD. WOOD PRIVACY FENCE; 6'-0" HIGH i (2) HOLES IN ASPHALT FOR GATE DROP BARS DUMPSTER PLAN 407 SCALE: 3/8"-1 0" 16'-4" I A Tr I A TnI I A T11 1e1n I DUMPSTER ENCLOSURE ELEVATION SCALE: 3/8"0'-0" /2" STL ALL HREAD ROD /2" THK STL PLATE X 2" X 1/8" STL UBE FRAME a GATE BRACING DETAIL A07 SCALE: N.T.S. 2 3 4 1 5 i 6 WELD HINGE TO GATE FRAME 2" X2"X1 /4" STL TUBE 1 2" STL ALL--� SURFACE MTD PINTLE HINGE THREAD ROD (GALV & PTD) 6" 3/8' 5" DIA H.D. PIPE ST POST 1" FILL W/ NON —SHRINK GROUT 2"X2"X1/4" STL TUBE GATE FRAME 2X4 WD NAILER lx6 TRTD FENCE-- " 5 GATE HINGE DETAIL A07 SCALE: N.T.S. 7 8 9 lx TRTD. WOOD - PRIVACY FENCE; 6'-0" HIGH 2x4 TRTD. WOO[ FRAMING 6x6 TRTD. WOOI POST 1x TRTD. W, PRIVACY FE 6'-0" HIGH 2x4 TRTD, FRAMING 6x6 TRTD. POST 10 *ALL SIGN DIMENSIONS ARE TO :BE] VERIFIED BY SIGN VENDOR. MONUMENT SIGNAGE DETAIL SCALE: 1/2"=1'-0" NOTE; SEAL ALL WOOD WITH A MIN. (3) COATS "THOMPSON'S WATER SEAL" 02 ADDED VIER VAPOR BARRIER TAL FRAMING. *NNECTION x 1 V-0" SLAB W, C E.W. SITE PLAN APPROVED jL p� 4 -02 APProval D"4• aC NUf11 1�Amning a oavm ee Services { JUN 17 2M9 RECEIVED 13 14 1 15 16 It M A O -F 00 �O M_ 01 cd�M Ox�NCIA ON g Ow C) e W0 C U ~ U N � " O �QHa� y E I �ODOAR92549�A�1? lTiure 12, 2099 F Q E+ W3W W 0C) A C4 Q d � (V W H O O N c � M O ct W i--I o w O L 0 W z M PROJECT N0: 19-71 l I DRAWN BY: RJD CHK'D BY: TFS SHEET NO: DUMPSTER INENCLOSURE & DETAILS A07