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HomeMy WebLinkAboutHealth SurveyM 25' drainage & utilit eas SITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA In _ y ement �� �-- OHP — OHP — OHP -- ONP — x--15,-75 N 86°5T16" W P — OHP — oHP — OHI, OHP — - OHP - OHP 0-HP - OHP — �_ 150,2300' ow QNP OHP - OHP - yp_ BHP= 13,16 150.26' N 86°57'1 " 25' drainage & utility easement — x 1 x x @3' 16,26 — — — -- — _ 0' 20' 40' 60' x FND 5/8"IRC I — LS #2391 x FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #- -A67,;DV & Well #54-37G Date: S 2N 74 Reviewer. LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG OR DEGREE ELEV ELEVATION WELL OUT FFE FINISHED FLOOR ELEVATION OF RANGE FND FOUND 18.56 ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND @ AT 0 DELTA 0 UTILITY POLE 4 FND NAIL & DISK x X x WOOD AND —//x WIRE FENCE x LOT4 PINEHOLLOW UNIT TW OCCUPIED FFE =19.7 4' 19. 116.93 O � Z Z W I O � c0 u7 00 D Im LOT3 1PINEHOLLOWUNITTWO VACANT / x 16,00 GREEN AREA 35.2' -- - 29-0' 14.3' PROPOSED DRAINFIELD 18.0' +-560 SO FT —X —X 8, w x`1-9;87- FND 5/8"IRC - _ LS#2391 16,59 LB # 4286 FND NAIL & DISK LE # 4286 BENCHMARK ELEV.=16.34' I� I of I Ic I SEPTIC i o AREA \ 18.0' 16,12� 1 x I x 13,4 — _ 16.44 14, 1 ,66 I I O / 52.8' i COVERED 17.0' PORCH ^' '-18, 7 50.7' o PROPOSED WELL & WATER LINE PROPOSED °' 18 52 15,79 25' drainage & utility easement rr — UHP — OHP — OHP — OHP -- x 13.35 25' drainage & utility easement 16.56 FND 5/8"IRC LS #2391 d 91 NITS ORANGE AVENUE O PICO RD a EDWARDS RD. 2 SITE �"° OKEEG*'- 712 SITE CITY ROAD oP° A1A PRIMA VISTA BLVD. `6 1 LOCATION MAP NOT TO SCALE STREET ADDRESS 10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945 I I LEGAL DESCRIPTION LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 30' drainage & utility CONTAINING 1.16 ACRES easement I J 1 STORY CBS x RESIDENCE FFE=19.85' 7.0' 8.0' 5, 2 11.3' r-1 11.3' 29.0 - 34.9' 14.3' 1 § 54 COVERED ENTRY x 15,77 0 v x1,17 00 CONCRETE i DRIVE A 18,x/8 N 13.5' 12.5' 45.1' x 15,99 `I a I x 16.34 -0 w m^ Al 50.1531' R970.0000' I D8052'09.17" 12.0' 15,59 CIL PINE NEEDLE DRIVE CONCRETE- 15. 60' R/W 20' ASPHALT a AD8035' 51. 26" R 1000. 0000' - - x 1-6 - - AM- 0. 0560' LOT2 PINEHOLLOW UNIT TWO VACANT I I 4,6 16,08 TOP OF BANK I FND NAIL & DISK LS #2391 BENCHMARK 1 ELEV. =16.17 SETNAIL & DISK LS # 4971 x\15,16 15,63 0 1' 3 0 6 0ro 0.00001 - - 1 A 1 8817' 15,73 FND NAIL & DISK LB # 4286 GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020. 9 NAIL & DISK LS #2391 GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING R 1 2316' �-O CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. � 0�0240 �10° 57 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY Z018, 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.q.C.) 5J-17-051. UN o z I. M U . a n Ix > U a Qw o,� J mw LL � N Z oiS D Ld'<q Fa OC Z f2 w 0 W O Ui 0- LL w \ }- w w > j uz—i oW a N 'UN) C1 LL K LU ��J//�� VJ J Z Q P Q w ?� En 00 Z V => o O 5 =QLj N J CO D y y ti .. W x Z w w z LL 0 � `1 Z LL Z O a 00 a Q � W z 0 LJ r LJ r- A Q °wz wx as O w J axx LL =o~ zz <m wo= 0 o(Da Z W�U q z Lj Rw n z 0 z LLw� J o�Z W Y W V Z� Qz jo ZmI- N� ��>> � > -I W W U) a z o o'6 I=-QUZ J°3 oaS W I of wz0x Z fy Of = woo} W W W C9 xz Y Z R .2z�oU wFoJ Z J a anma5 W W o °Op-o U ZO <wa} wMzw Z2Ww O~KU U '0z8 oz;=& W z o a �_x Ci z w >w !z Z w z W _1 3w� OWU O 7 0 �zoJMom aao3zo DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548 LOT3 1PINEHOLLOWUNITTWO VACANT / x 16,00 GREEN AREA 35.2' -- - 29-0' 14.3' PROPOSED DRAINFIELD 18.0' +-560 SO FT —X —X 8, w x`1-9;87- FND 5/8"IRC - _ LS#2391 16,59 LB # 4286 FND NAIL & DISK LE # 4286 BENCHMARK ELEV.=16.34' I� I of I Ic I SEPTIC i o AREA \ 18.0' 16,12� 1 x I x 13,4 — _ 16.44 14, 1 ,66 I I O / 52.8' i COVERED 17.0' PORCH ^' '-18, 7 50.7' o PROPOSED WELL & WATER LINE PROPOSED °' 18 52 15,79 25' drainage & utility easement rr — UHP — OHP — OHP — OHP -- x 13.35 25' drainage & utility easement 16.56 FND 5/8"IRC LS #2391 d 91 NITS ORANGE AVENUE O PICO RD a EDWARDS RD. 2 SITE �"° OKEEG*'- 712 SITE CITY ROAD oP° A1A PRIMA VISTA BLVD. `6 1 LOCATION MAP NOT TO SCALE STREET ADDRESS 10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945 I I LEGAL DESCRIPTION LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 30' drainage & utility CONTAINING 1.16 ACRES easement I J 1 STORY CBS x RESIDENCE FFE=19.85' 7.0' 8.0' 5, 2 11.3' r-1 11.3' 29.0 - 34.9' 14.3' 1 § 54 COVERED ENTRY x 15,77 0 v x1,17 00 CONCRETE i DRIVE A 18,x/8 N 13.5' 12.5' 45.1' x 15,99 `I a I x 16.34 -0 w m^ Al 50.1531' R970.0000' I D8052'09.17" 12.0' 15,59 CIL PINE NEEDLE DRIVE CONCRETE- 15. 60' R/W 20' ASPHALT a AD8035' 51. 26" R 1000. 0000' - - x 1-6 - - AM- 0. 0560' LOT2 PINEHOLLOW UNIT TWO VACANT I I 4,6 16,08 TOP OF BANK I FND NAIL & DISK LS #2391 BENCHMARK 1 ELEV. =16.17 SETNAIL & DISK LS # 4971 x\15,16 15,63 0 1' 3 0 6 0ro 0.00001 - - 1 A 1 8817' 15,73 FND NAIL & DISK LB # 4286 GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020. 9 NAIL & DISK LS #2391 GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING R 1 2316' �-O CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. � 0�0240 �10° 57 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY Z018, 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.q.C.) 5J-17-051. UN o z I. M U . a n Ix > U a Qw o,� J mw LL � N Z oiS D Ld'<q Fa OC Z f2 w 0 W O Ui 0- LL w \ }- w w > j uz—i oW a N 'UN) C1 LL K LU ��J//�� VJ J Z Q P Q w ?� En 00 Z V => o O 5 =QLj N J CO D y y ti .. W x Z w w z LL 0 � `1 Z LL Z O a 00 a Q � W z 0 LJ r LJ r- A Q °wz wx as O w J axx LL =o~ zz <m wo= 0 o(Da Z W�U q z Lj Rw n z 0 z LLw� J o�Z W Y W V Z� Qz jo ZmI- N� ��>> � > -I W W U) a z o o'6 I=-QUZ J°3 oaS W I of wz0x Z fy Of = woo} W W W C9 xz Y Z R .2z�oU wFoJ Z J a anma5 W W o °Op-o U ZO <wa} wMzw Z2Ww O~KU U '0z8 oz;=& W z o a �_x Ci z w >w !z Z w z W _1 3w� OWU O 7 0 �zoJMom aao3zo DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548 LOCATION MAP NOT TO SCALE STREET ADDRESS 10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945 I I LEGAL DESCRIPTION LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 30' drainage & utility CONTAINING 1.16 ACRES easement I J 1 STORY CBS x RESIDENCE FFE=19.85' 7.0' 8.0' 5, 2 11.3' r-1 11.3' 29.0 - 34.9' 14.3' 1 § 54 COVERED ENTRY x 15,77 0 v x1,17 00 CONCRETE i DRIVE A 18,x/8 N 13.5' 12.5' 45.1' x 15,99 `I a I x 16.34 -0 w m^ Al 50.1531' R970.0000' I D8052'09.17" 12.0' 15,59 CIL PINE NEEDLE DRIVE CONCRETE- 15. 60' R/W 20' ASPHALT a AD8035' 51. 26" R 1000. 0000' - - x 1-6 - - AM- 0. 0560' LOT2 PINEHOLLOW UNIT TWO VACANT I I 4,6 16,08 TOP OF BANK I FND NAIL & DISK LS #2391 BENCHMARK 1 ELEV. =16.17 SETNAIL & DISK LS # 4971 x\15,16 15,63 0 1' 3 0 6 0ro 0.00001 - - 1 A 1 8817' 15,73 FND NAIL & DISK LB # 4286 GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF LOT 3, HAVING A BEARING OF S00'19'47"E, AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020. 9 NAIL & DISK LS #2391 GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING R 1 2316' �-O CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. � 0�0240 �10° 57 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY Z018, 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.q.C.) 5J-17-051. UN o z I. M U . a n Ix > U a Qw o,� J mw LL � N Z oiS D Ld'<q Fa OC Z f2 w 0 W O Ui 0- LL w \ }- w w > j uz—i oW a N 'UN) C1 LL K LU ��J//�� VJ J Z Q P Q w ?� En 00 Z V => o O 5 =QLj N J CO D y y ti .. W x Z w w z LL 0 � `1 Z LL Z O a 00 a Q � W z 0 LJ r LJ r- A Q °wz wx as O w J axx LL =o~ zz <m wo= 0 o(Da Z W�U q z Lj Rw n z 0 z LLw� J o�Z W Y W V Z� Qz jo ZmI- N� ��>> � > -I W W U) a z o o'6 I=-QUZ J°3 oaS W I of wz0x Z fy Of = woo} W W W C9 xz Y Z R .2z�oU wFoJ Z J a anma5 W W o °Op-o U ZO <wa} wMzw Z2Ww O~KU U '0z8 oz;=& W z o a �_x Ci z w >w !z Z w z W _1 3w� OWU O 7 0 �zoJMom aao3zo DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548 W z 0 LJ r LJ r- A Q °wz wx as O w J axx LL =o~ zz <m wo= 0 o(Da Z W�U q z Lj Rw n z 0 z LLw� J o�Z W Y W V Z� Qz jo ZmI- N� ��>> � > -I W W U) a z o o'6 I=-QUZ J°3 oaS W I of wz0x Z fy Of = woo} W W W C9 xz Y Z R .2z�oU wFoJ Z J a anma5 W W o °Op-o U ZO <wa} wMzw Z2Ww O~KU U '0z8 oz;=& W z o a �_x Ci z w >w !z Z w z W _1 3w� OWU O 7 0 �zoJMom aao3zo DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548 Q °wz wx as O w J axx LL =o~ zz <m wo= 0 o(Da Z W�U q z Lj Rw n z 0 z LLw� J o�Z W Y W V Z� Qz jo ZmI- N� ��>> � > -I W W U) a z o o'6 I=-QUZ J°3 oaS W I of wz0x Z fy Of = woo} W W W C9 xz Y Z R .2z�oU wFoJ Z J a anma5 W W o °Op-o U ZO <wa} wMzw Z2Ww O~KU U '0z8 oz;=& W z o a �_x Ci z w >w !z Z w z W _1 3w� OWU O 7 0 �zoJMom aao3zo DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548 DRAWN BYI CA CHECKED BY, CA DATE, JANUARY 02, 2021 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED S RVEMk A19 M#PPER. ��RLESq ............ CJ ..•,`sense NO,h'•. 4971 6o Q aOA CHAR�'M 1R'NOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE SE NO. 971 PRIN ED DATE SHEET 1 OF 1 PROJECT NO. 20-548