Loading...
DRAWINGSt I ku ACERAGE TRACT NORTH LINE OF THE S.Y2 OF THE N.E Y4 OF THE S.E.Y4 OF SEC. 28 FOUND 1' IRON PIPE 196.72' DEED {No LD.) q 0.81N, 0.9NJ FOUND IRON ROD SET [RIC S 3O"W . 179.20' SET IRIC#2953 — — — S.89°54'30"W. 127.21' X 97.05' M. NIP, 2as 1' § 3 SP CES A5 EXTENDED LINE OF LLJ PALME O STREET PARKING MIC PARKING ER SPACE SPACE SPACE , CO b ASPHALT RIVE F r n y 6 AND PA ING x- 126.32' ~ ' (6 M PUNTER lid B BP 24s UNINCLUDED PORTION OF Q aE a p a P ANTER PARKER ESTATE O (P.B. 10, PG. 37)e3.B, a "W*ft* .: .•„ H.9 R fii #911 :r( ONE STORY MOTEL IS IRIC #2 - 133.8 .iJ IREK 963 8.78 CONC. GONG. OiS 1.0'E., 1.0'N, NT'PIANCH R 125.41' _ FDzcDT 3p;h — 100.00' PLAT — — R�Rro –p cFEN X 89°54'30"E. 168.1TDEED sETPCPrzees I N.89054'30"E. 150.70' / LOT 24LOT 20/' OF THE S.t.Y4 OF SEC, 28 P.C. (, P.O.B./ _ 9' _86.36' DEED_ _ N.89°54'30"E. _ 18.51' 16.43' / 15.43 38.95' 3 d', T f. �� �� t• P � f�n (� Z 67.26'P I a AT RNV LINE PC 4,. «K -- WVpC WATER VALVE (V PP TLINE� PLAT OF ESTATE L2 �,/" EAST RfW LINE PER PLAT OF 100.00' PLAT _ — — — — — 30.00' — — — — — N.89°54'30"E. 133.31' CALC. 0.00 PARKER ESTATE (P.B. 10, PG. 37) FOUND NAIL&TAB a OSO LB #353 FOUNC 518' 1 F r I IRON ROD & CAP OSO LB A353 W LOT 23 gpp LOT 19LU 81 w 1 WEST RM/LINE V — — —100.00' PLAT — — — L — — — —156.55' PLAT — — — — — — O — O J CID ID. �LtJ� W ., VJ 4 co S E 10TH AVENUE _ (HATHAWAY PLACDE) (60' PUBLIC RMI) IF / O PARKER ESTATE LOT 11 RANT GEtt!TERLW£ ° w a 18.51' PLAT`�0 °pARKER —/15.43'?15-43'— (� Z 67.26'P r - mss{ ; & DK a P.B. PLAT BOOK lle PAGE RNV LINE PC 4,. «K -- WVpC WATER VALVE ° o E q u � p SEC. = SECTION x ,. z o+E E 8- WP.P WOOD POWER POLE vi E t o h Q LOT 10 0 100.00' PLAT _ — — — — — 30.00' — — — — — N.89°54'30"E. 133.31' CALC. 0.00 PARKER ESTATE (P.B. 10, PG. 37) FOUND NAIL&TAB a OSO LB #353 FOUNC 518' 1 F r I IRON ROD & CAP OSO LB A353 W LOT 23 gpp LOT 19LU 81 w 1 WEST RM/LINE V — — —100.00' PLAT — — — L — — — —156.55' PLAT — — — — — — O — O J CID ID. �LtJ� W ., VJ 4 co S E 10TH AVENUE _ (HATHAWAY PLACDE) (60' PUBLIC RMI) IF / , N 1 GEtt!TERLW£ ° w a lg� CONCRETE' CHAIN E PLAT`�0 °pARKER ESTATE L � CONC. LIGHT POLE .l. FIRE HYDRANT ,, (P.B. 10, PG. 37)LOT JEAST r - mss{ ; & DK 9 P.B. PLAT BOOK lle PAGE RNV LINE 1 1 0. (— G V t-1 \f—%L.; I I v v I• BOUNDARY SURVEY LEGAL DESCRIPTION; A PARCEL OF LAND IN THE NORTHEAST Ya OF THE SOUTHEAST Ya OF: SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH h -(HALF) OF THE NORTHEAST Ya OF THE SOUTHEAST Ya OF SAID SECTION 28 WITH THE WEST RIGHT OF WAY LINE OF STATE ROAD N0. 5 (U.S. HIGHWAY NO. 1) SAID. WEST RIGHT OF LINE BEING 86.36 FEET WEST OF THE EAST SECTION LINE, WHEN MEASURED ALONG THE SAID NORTH LINE OF THE SOUTH Y2 (HALF) OF THE NORTHEAST Y4 OF THE SOUTHEAST Y4 OF SAID SECTION 28; THENCE WESTERLY ALONG SAID NORTH LINE A DISTANCE OF 196.72 FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE 90•, A DISTANCE OF, 118.52 FEET; THENCE EASTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90', A DISTANCE OF 168.17 FEET TO AN INTERSECTION WITH THE SAID WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1); THENCE NORTHERLY ALONG THE SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 121.88 FEET TO THE POINT OF BEGINNING, LESS THE LAND CONVEYED TO THE STATE OF FLORIDA BY DEED DATED SEPTEMBER 26, 1857, RECORDED O.R. BOOK 105, PAGE 482, AND IN DEED DATED FEBRUARY 13, 1958 AND RECORDED IN O.R. BOOK 158, PAGE 681, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CONTAINING 19,560 SQUARE FEET MORE OR LESS. SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS, RIGHTS OF WAY AND EASEMENTS OF RECORD FOR: SANJAY ENT OF PALM BEACH INC. 7 O ll � 3MN a LD O <= C'8 oNWao .YLI > Q N y JN J oN L w z 0 n a LEGEND , CALC. CALCULATED 1 GEtt!TERLW£ ° w a lg� CONCRETE' CHAIN E ° I t:.° <xC C(RETE N ENT N L � CONC. LIGHT POLE .l. FIRE HYDRANT ,, vi c h r - mss{ ; & DK P.B. PLAT BOOK lle PAGE E PC 4,. «K -- WVpC WATER VALVE ° o E q u � p SEC. = SECTION x ,. z o+E E 8- WP.P WOOD POWER POLE vi E t o = V 4 yO 00. DO, `.owr K ayC ($ O W m d m 0 oy po' d Z o a =° SURVEY NOTES: o .N o 1. NOTVAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISEDSEAL OF AFLORIDA LICENSED SURVEYOR AND MAPPER F°c vs 5. e 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF o p 2 O RECORD. TURES UNDERORoUNo IMPROVEMENTSARENOTSHOWN. Z o,o c H 3. THIS SURVEY IS LIMITED TO THE LOCATION OF VISIBLE FEA 4. THE SyMOOLE O THE FIELD LOCATION AND MAY NOT RiPRESENTHEREON MAY HAVE BEEN ENLARGED THE ACTUAL SHAPERITY. THE SYMS= HAVE OR SIM OF TUREBEEN PLOTTED AT THE CENTER 8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF THE SURVEY ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING ATTHAT TIME 8, LEGAL DESCRIPTION BASED ON RICHARD L SHEPHARD SKETCH DATED V11188 WHICH WAS SUPPLIED BY THE CLIENT. ?.FOOTERS AND NON•VISIBLEFEATURES NOT LOCATED OR SHOWN B.UTILTTIES NOT LOCATED EXCEPT AS SHOWN R EGFROWIRE IEC 0 9 2013 FILE COPY BUILDING DIVIIP CERTIFICATE: I hereby CERTIFY that the attached sketch of survey of the above described property Is true and correct to the best of my knowledge and belief as survevedlfeLmy dlrectlon on JANUARY 19, 2009 REGISTERED LAND SURVEYOR #2963 STATE OF FLORIDA . 1 •, . -I ,_ ._.,...,,.•„e,, h —,,i„ nr In °art with out. permission of the above in OF 1 SH'- . NORTH LINE OF THE SMY2 OF THE N.E Y4 OF THE S.EY4 OF SEC, 28 FOUND IRON ROD 127.21- SET IWG153.6 #2963 Y•T5 p nc. S.89°54'30"W. �— — — — i7.05- M. EXTENDED LINE OF SET PALME 0 STREET —� a 126.322_ — X —__ ,,,,,"ro M° —mac �Nce — S rn { O I UNINCLUDED PORTION OF PALM BEACH INC. PARKER ESTATE (P.B. 10, PG. 37) 30:� h a S N SET IR/C #2963 — x U) Iml �*r Mr ASPHALT T . h AND PAF #911 ONE STORY MOTEL I N.E.'Y4 CORNER OF THE S.E Y4 OF SEC. 28 al vi P.C. P.O.B. { P°3 I _ _86.36' DEED_ _ N.89°54'30"E. 9' 18.51' 15AT 116.43' % 36.95' 3 61 � Q e 'Q I a �z tl Lwu w tIt T�vvv LINE r` vJ PLAT OF EAST RNV LINE ESTATE O PER PLAT OF PARKER ESTATE LOT 11 FOUND V IRON PIPE SET IWG153.6 #2963 Y•T5 p nc. (NO I.D.) r� 0' 179,20' 0.8'N.0.963 TRIC#2963 18.51' SET SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS. RIGHTS OF WAY AND —� — 12b.41' PLAT X —__ ,,,,,"ro M° —mac �Nce X 1°54'30"E. 168.17'DEED .89 FDX.CUT BET PCPI2YS3. O l M PAPKING SPACE SPACE EA PALM BEACH INC. h t LOT 10 C H PLANTER - N.E.'Y4 CORNER OF THE S.E Y4 OF SEC. 28 al vi P.C. P.O.B. { P°3 I _ _86.36' DEED_ _ N.89°54'30"E. 9' 18.51' 15AT 116.43' % 36.95' 3 61 � Q e 'Q I a �z tl Lwu w tIt T�vvv LINE r` vJ PLAT OF EAST RNV LINE ESTATE O PER PLAT OF PARKER ESTATE LOT 11 U z SET IWG153.6 #2963 Y•T5 p nc. 'AT 13 IREH 00. „ J100.00' 18.51' 0%S 1.0'N.° WPPr R SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS. RIGHTS OF WAY AND —� — 12b.41' PLAT X —__ ,,,,,"ro M° —mac �Nce X 1°54'30"E. 168.17'DEED .89 FDX.CUT BET PCPI2YS3. Qo LU WO=mP N.89054'30"E. 150.70' LU PALM BEACH INC. h e LOT 10 H ag ` $ LOT 24 Ngo LOT 20 �JA CM CONCRETE _ CbNL"'LIGHT PDLC--' FIRE HYDRANT ' ORB OFFICIAL RECORD BOOK m °' °c �v�.°—.' o -PB '- PLAN -BOOK s ,. u v o I^ o R/IV r RIGHT OF WAY . ' .... - _,. VVDQ.., >. WATER VALVE . O w ° E N & T =NAIL B TAB M. r. MEASURED SECTION Z° o o o 3 E 8- w SEC. . WAP WOOD'POWER POLE 100.00' PLAT — — — — —. — N.89°54'30"E. 133.31' CALC. —' — — ' — _ _ PARKER ESTATE 4 d L <9 0.001 / (P.B. 10, PG. 37) FOUND NAIL &TAB OSO LB 0363 n Ir FOUND 5#8' H, IRON ROD & CAP I; r OSO LB #353 N.E.'Y4 CORNER OF THE S.E Y4 OF SEC. 28 al vi P.C. P.O.B. { P°3 I _ _86.36' DEED_ _ N.89°54'30"E. 9' 18.51' 15AT 116.43' % 36.95' 3 61 � Q e 'Q I a �z tl Lwu w tIt T�vvv LINE r` vJ PLAT OF EAST RNV LINE ESTATE O PER PLAT OF PARKER ESTATE LOT 11 W S LOT 23 a LOT 19 uj w 5C N WEST R/W LINE ~ O U — — —100.00' PLAT — — — L — — — 156.55' PLAT — — — — — — Q �jN m/ >" ` n. Q W l 5` CL VJ Q NI co S.E. 10TH AVENUE (HATHAWAY PLACE) (60' PUBLIC R/W) 82 O' PLAT PARKER ESTATE (P.B. % PG. 37) i LOT 9 / EAST RW LINE .No Pam LEGAL DESCRIPTION; A PARCEL OF LAND IN THE NORTHEAST A OF THE SOUTHEAST Y OF: SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: i BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH Y, (HALF) OF THE NORTHEAST Y4 OF THE SOUTHEAST X OF SAID SECTION 28 WITH THE WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1) SAID WEST RIGHT OF LINE BEING 86.36 FEET WEST OF THE EAST SECTION LINE, WHEN MEASURED ALONG THE SAID NORTH LINE OF THE SOUTH Y2 (HALF) OF THE NORTHEAST Y OF THE SOUTHEAST X OF SAID SECTION28; THENCE WESTERLY ALONG SAID NORTH LINE A DISTANCE OF 196.72 FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE 90', A DISTANCE OF; 118.52 FEET; THENCE EASTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90', A DISTANCE OF 168.17 FEET TO AN INTERSECTION WITH THE SAID WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1); THENCE NORTHERLY ALONG THE SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 121.88 NING LESS THE LAND CONVEYED TO THE STATE OF FEET TO THE POINT OF BEGIN NI FLORIDA BY DEED DATED SEPTEMBER 26, 1857, RECORDED O.R. BOOK 105• PAGE UNDERGROUND U z i 'AT PAGE 681. PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ! i 18.51' 15.43'15.43' SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS. RIGHTS OF WAY AND — — — z 67.26' PLA Q Qo LU WO=mP FOR: SANJAY ENT OF, LU PALM BEACH INC. h e LOT 10 W S LOT 23 a LOT 19 uj w 5C N WEST R/W LINE ~ O U — — —100.00' PLAT — — — L — — — 156.55' PLAT — — — — — — Q �jN m/ >" ` n. Q W l 5` CL VJ Q NI co S.E. 10TH AVENUE (HATHAWAY PLACE) (60' PUBLIC R/W) 82 O' PLAT PARKER ESTATE (P.B. % PG. 37) i LOT 9 / EAST RW LINE .No Pam LEGAL DESCRIPTION; A PARCEL OF LAND IN THE NORTHEAST A OF THE SOUTHEAST Y OF: SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: i BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH Y, (HALF) OF THE NORTHEAST Y4 OF THE SOUTHEAST X OF SAID SECTION 28 WITH THE WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1) SAID WEST RIGHT OF LINE BEING 86.36 FEET WEST OF THE EAST SECTION LINE, WHEN MEASURED ALONG THE SAID NORTH LINE OF THE SOUTH Y2 (HALF) OF THE NORTHEAST Y OF THE SOUTHEAST X OF SAID SECTION28; THENCE WESTERLY ALONG SAID NORTH LINE A DISTANCE OF 196.72 FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE 90', A DISTANCE OF; 118.52 FEET; THENCE EASTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90', A DISTANCE OF 168.17 FEET TO AN INTERSECTION WITH THE SAID WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1); THENCE NORTHERLY ALONG THE SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 121.88 NING LESS THE LAND CONVEYED TO THE STATE OF FEET TO THE POINT OF BEGIN NI FLORIDA BY DEED DATED SEPTEMBER 26, 1857, RECORDED O.R. BOOK 105• PAGE UNDERGROUND U z 482, AND IN DEED DATED FEBRUARY 13. 1958 AND RECORDED IN O.R. BOOK 158, o. PAGE 681. PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ! Vj Ma CONTAINING 19,560 SQUARE FEET MORE OR LESS. M N SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS. RIGHTS OF WAY AND a EASEMENTS OF RECORD O = = rr s U,'j,�° Qo LU WO=mP FOR: SANJAY ENT OF, LU PALM BEACH INC. W w ` CALL. „'CALCULATED .z CENT y:l o ONL CONCRETE CON C L F CHAIN LINK FENCE MONUMENT - c CM CONCRETE _ CbNL"'LIGHT PDLC--' FIRE HYDRANT ' ORB OFFICIAL RECORD BOOK m °' °c �v�.°—.' o -PB '- PLAN -BOOK s ,. u v o I^ o R/IV r RIGHT OF WAY . ' .... - _,. VVDQ.., >. WATER VALVE . O w ° E N & T =NAIL B TAB M. r. MEASURED SECTION Z° o o o 3 E 8- w SEC. . WAP WOOD'POWER POLE D• E E ° ocaC oo+ N O M O 4 d L <9 w ° IX P F mt N aE u c 000$ � SURVEY NOTES: ° v q 1. NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYORANDMAPPER 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEAIENTS,OWNER816P, OR OTHER INSTRUMENTS OF c £.3 RECORD. IMPROVEMENTS ARE NOT SHOWN. 0 ° y'- ° z o'..E 3. THIS SURVEY IS UMITED TO THE LOCATION OF VISIBLE FEATURES � THE SYMBOLS SHOWN HEREON MAY HAVE BEEN NEFOR CLAFUTY. OF THE FIELD LOCATION AND MAY NOT REPRESENT THACCTUAL SHAPE OR SIZE OF T E = HAVE �S PLOTTED ATTIRE CENTER PEEATURE S. THE IN ORM TION DEPICTED D AS THIS TRECDNDRIFASTING ATTNAT REPRESENTS OF THE SURVEY ON THE DATE INDICATED AND CAN DILLY TME 5. LEGAL DESCRIPTION BASED ON RICHARD L SHEPHARD SKETCH DATED 2"30 WHICH WAS SUPPLIED BY THE CUW ].FOOTERS AND NON-VISIBLE FFATUES NOT LOCATED OR SHOWN &UTILITIES NOT LOCATED EXCEPT AS SHOWN CERTIFICATE: I hereby CERTIFY that the attached sketch of survey of the above described property Is true and correct to the best of my knowladge and belief as surveyp my direction on JANUARY 19, 2009 DEC 0 #;y2013 REGISTERED LAND SURVEYOR #2963 II SHI T.NO0 V5. STATE OF FLORIDA A� (p@a °art with out permission of the above in �� �F 1 ..._ ..._k"5Y k3 ._ __...,. a. n.I in whnl" nr in wfltin 0 NORTH LINE OF THE S Y2 OF THE N.E Y4 OF THE S,EY4 OF SEC. 28 SET IRC FOUND IRON RODS 89°54'30"W. 127.21' #2963 97.05'M. I EXTENDED LINE OF PALME O STREET I W F - v � tV o m q r r r 126.32' ACERAGE TRACT g g S.890 P y p SP CES F 8.80' 6.3' S Po is a ASPHALT DRIVE AND PARKING FOUND V IRON FIR (NO 1.D. 0.$w, 0.9'V SET IRHCi296 • y �� G I'll N.E Y4 CORNER' OF THE S.E Y4 OF SEC. 28 gl a v� (0 P.O.B. _ _86.36' DEED _ N.89°54'30"E. 9' 18.51' 15.43' / 15.43' 36.95' U � 00j OO �N W 0 L T RAV LINE R PLAT OF JJJ EAST RM LINE GESTATE PER PLAT OF w to Io �I 0 0 3 �y 6 DLED 3P S /15,43' I :iii , A 24: PLAN b x° — — — - UNINCLUDED PORTION OF p ° pLgNTER ° PLANTER PLANTER WVpd PARKER ESTATE O svYAut " 5' M. P.B. 10, PG. 37) p e3.s WOOD POWER POLE CA #911 �£ (L l ONE STORY MOTEL J LOT 10 0 SET TRIC 133.8' #2963 �5`.,76 CANO 015 1.0'E., 1.0'N. 0 0 WPP/ANCHOR CONC. 125.41' X -- °—PVC — X XN.89°54'31 E. 168.17' DEED 100.00' PLAT „r°,. FENCE N 89054'30"E. 150.70' o LOT 24 ins LOT 20 coC _ — _ 100.00' PLAT — — — — _ — — — N.89°54'30"E. 133.31' CALC. PARKER ESTATE 37 FOUND NAIL & TAB N.E Y4 CORNER' OF THE S.E Y4 OF SEC. 28 gl a v� (0 P.O.B. _ _86.36' DEED _ N.89°54'30"E. 9' 18.51' 15.43' / 15.43' 36.95' U � 00j OO �N W 0 L T RAV LINE R PLAT OF JJJ EAST RM LINE GESTATE PER PLAT OF w to Io �I 050 LB #353 I & FOUND 5/8 IRON RC OSO D CAP l; LOT 23 0 ( LOT 19 I WEST RNV LINE 1 100.00' PLAT — — — L — — _ 156.55' PLAT — — _ — 4— _ — �j OL/0� {{ __ .� / ' I !0 r l��� W( Q � S.E. 10TH AVENUE G/L(HATHAWAY PLACE) (60' PUBLIC R/W) tI j?t I 82.80' PLAT 50.00' PARKER ESTATE] (P.B. 10, PG. 37) I LOT 9 i EAST RNV LINE 911 S.FEDERAL HWY. BOUNDARY SUR. EY LEGAL DESCRIPTION; A PARCEL OF LAND IN THE NORTHEAST Y4 OF THE SOUTHEAST Y4 OF; SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH Y2 (HALF) OF THE NORTHEAST A OF THE SOUTHEAST Y4 OF SAID SECTION 28 WITH THE WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1) SAID WEST RIGHT OF LINE BEING 86.36 FEET WEST OF THE EAST SECTION LINE, WHEN MEASURED ALONG THE SAID NORTH LINE OF THE SOUTH Y2 (HALF) OF. THE NORTHEAST Y4 OF THE SOUTHEAST 74 OF SAID SECTION 28; THENCE WESTERLY ALONG SAID NORTH LINE A DISTANCE OF 196.72 FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE 90', A DISTANCE OF, _118 52 FEET; THENCE EASTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90', A DISTANCE OF 168.17 FEET TO AN INTERSECTION WITH THE SAID WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1); THENCE NORTHERLY ALONG THE SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 121.88 FEET TO THE POINT OF BEGINNING, LESS THE LAND CONVEYED TO THE STATE OF FLORIDA BY DEED DATED SEPTEMBER 26, 1857, RECORDED O.R. BOOK 105, PAGE 482, AND IN DEED DATED FEBRUARY 13, 1958 AND RECORDED IN O.R. BOOK 158, PAGE 681, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CONTAINING 19,560 SQUARE FEET MORE OR LESS. SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS, RIGHTS OF WAY AND EASEMENTS OF RECORD FOR: SANJAY ENT OF PALM BEACH INC. LEGEND1 CALC = CALCULATED CIL = CENTERLINE - CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE C.M. = CONCRETE MONUMENT L,P 0 0 PARKER ESTATE LOT 11 ham; /15,43' I 18.51' 15.43' — — — - - — —67.26' 2 PLA WVpd = WATER VALVE � = NAIL & TAB M. = MEASURED SEC. 1 WOOD POWER POLE �£ (L l J LOT 10 0 050 LB #353 I & FOUND 5/8 IRON RC OSO D CAP l; LOT 23 0 ( LOT 19 I WEST RNV LINE 1 100.00' PLAT — — — L — — _ 156.55' PLAT — — _ — 4— _ — �j OL/0� {{ __ .� / ' I !0 r l��� W( Q � S.E. 10TH AVENUE G/L(HATHAWAY PLACE) (60' PUBLIC R/W) tI j?t I 82.80' PLAT 50.00' PARKER ESTATE] (P.B. 10, PG. 37) I LOT 9 i EAST RNV LINE 911 S.FEDERAL HWY. BOUNDARY SUR. EY LEGAL DESCRIPTION; A PARCEL OF LAND IN THE NORTHEAST Y4 OF THE SOUTHEAST Y4 OF; SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH Y2 (HALF) OF THE NORTHEAST A OF THE SOUTHEAST Y4 OF SAID SECTION 28 WITH THE WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1) SAID WEST RIGHT OF LINE BEING 86.36 FEET WEST OF THE EAST SECTION LINE, WHEN MEASURED ALONG THE SAID NORTH LINE OF THE SOUTH Y2 (HALF) OF. THE NORTHEAST Y4 OF THE SOUTHEAST 74 OF SAID SECTION 28; THENCE WESTERLY ALONG SAID NORTH LINE A DISTANCE OF 196.72 FEET; THENCE SOUTHERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE 90', A DISTANCE OF, _118 52 FEET; THENCE EASTERLY, MAKING AN ANGLE WITH THE PRECEDING COURSE OF 90', A DISTANCE OF 168.17 FEET TO AN INTERSECTION WITH THE SAID WEST RIGHT OF WAY LINE OF STATE ROAD NO. 5 (U.S. HIGHWAY NO. 1); THENCE NORTHERLY ALONG THE SAID WEST RIGHT OF WAY LINE, A DISTANCE OF 121.88 FEET TO THE POINT OF BEGINNING, LESS THE LAND CONVEYED TO THE STATE OF FLORIDA BY DEED DATED SEPTEMBER 26, 1857, RECORDED O.R. BOOK 105, PAGE 482, AND IN DEED DATED FEBRUARY 13, 1958 AND RECORDED IN O.R. BOOK 158, PAGE 681, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. CONTAINING 19,560 SQUARE FEET MORE OR LESS. SUBJECT TO RESTRICTIONS, RESERVATIONS, COVENANTS, RIGHTS OF WAY AND EASEMENTS OF RECORD FOR: SANJAY ENT OF PALM BEACH INC. LEGEND1 CALC = CALCULATED CIL = CENTERLINE - CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE C.M. = CONCRETE MONUMENT L,P = CONC. LIGHT POLE .(� = FIRE HYDRANT O.R.B. = OFFICIAL RECORD BOOK P.B. = PLAT BOOK PG = PAGE R/W = RIGHT OF WAY WVpd = WATER VALVE N & T = NAIL & TAB M. = MEASURED SEC. = SECTION WOOD POWER POLE SURVEY NOTES: 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. THIS SURVEY IS LIMITED TO THE LOCATION OF VISIBLE FEATURES UNDERGROUND IMPROVEMENTS ARE NOT SHOWN. 4. THE TIREON MAY HAVE BEEN ENLARGED FOR CLARITY. THE EFAHAVE BEEN PLOTTED AT THE CENTER HE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE THE FEATURE, OF S. THE INFORMATION D AS TION INDICATING O IN THE THAT MAP PRESENT THE RESULTS OF THE SURVEY ON THE DATE INDICATED AND CAN ONLY O 6. LEGAL DESCRIPTION BASED ON RICHARD L SHEPHARD SKETCH DATED 2113108 WHICH WAS SUPPLIED BY THE CLIENT. 7.FOOTERS AND NON-VISISLE FEATURES NOT LOCATED OR SHOWN &UTILITIES NOT LOCATED EXCEPT AS SHOWN ADDITIONAL INFOR1110 10N CERTIFICATE: I hereby CERTIFY that the attached sketch of survey of the above described property Is true and correct to the best of my knowledge and belief as su�Ymyon JANUARY 19, 2009 BRUCER CARTER REGISTERED LAND SURVEYOR #2963 STATE OF FLORIDA 1., ,.H,IA Ir in Dart with out permission of the above in writing. 0 Z a• � m P r W 3�N Q w<S2 o g==0 a 0L6 O W>�=m� D U o� W w U Z o CO 0- x o O 3 0 0 o " D a c o " d `v E E c o 0 C N V O :+ O Y N ON 9 m c E °oE - o > 2 0 0 0 3 o E E a v E o ° O h G L E a o+ o. o r ` 'o ��ooy y taw" v c y o K 0O O LO cUj E o L) c m y 0 =o E m o ° ow a 'O E"Q CO C O w O e 0 N `.- cv ON�wO v+ro� a"` w d 3 0 o c o -maw .CSO N O N N 0 � o -o aNL j COE-o 0 a 2 � O Hwy "r O Z rnm5 m Z 0 HT.NO. 1 OF 1 SHEETS - -7- " m N.E.')/4 CORNER . OF THE:S,E.l4 . So �r�1` j{\OF, SEC 28 91a lintBUNDARY�SURVEY a .. .. 0.00, P.C. / LEGAL D�h•. rr�� NORTH i.INE -or THE l.S �2 �+ PARCEL OF LAND IN THEN THEAST a CF i THEA57 Yr Oi. SEC to g COUNTY, - •$ 28. TOWNSHIP 45 SOU7N, RAN 43 EA BEACHF? ORIDA,, MORE flF THE N.'E-Ya `0F THE S.E�4 PARTICULARLY DESCRIBED AS. LLOWS:' t OF SEC. 2$ SEG1NNfNG hI. THE IN7ER$EGTION OF THE NORTH LIN£ OF THE SOUTH X (HALF) OF THE NORTHEAST Y4 OF THE SOUTHEAST Y4 OF SAID SECTION 28 IYt7ri �1D . o .7 $Y. V Ctz t 6' Jt ;D ' 30'E _ SE7W7C r .,.: - _ WEST RIGHT OF WEST-RIGHT OF UNE 8AY t INC 86.36 zNE OF STATE RTO�S7AD 9UF THE EAST SECTION UIGHWAY NO. hEAYtkiEN S fOUNDIRONROD ,. X2863 a.v;, .. S.H9°54' OW 127,21 x NORTHEAST Y OF .THE SOUTHEAST A OF SAID MEASURED ALONG THE SAID-NORTH LINE OFTHE SECTION 28; (THENCE WESTERLY z . . . i5 3, vws 18.51' ' .43' 59§' 97.05'M., e ACQNC SAID,NORTN LINE A DISTANCE OF 196.72 FEET; THENCE SOUTH, 3sP GEs w =� MAKING AN ANGLE WITH.1HE PRECEDING COURSE 90• A DISTANCE OF 778.52 �' ( FEET: THENCE EASTERLY, MAKING AN ANGLE WITH -THE PRECEDING COURSE OF j A DISTANCE OF .168.17 .FEET .TO. AN INTERSECTION WITH.THE SAID WEST RIGHT OF THENCE Bea ,. 4 1. 7V "9 s:. �1' _ !: -.'NORTHERLY ALONGE7}lE SAIDOF cWEST RIGHT OROAD NO. 5 f WAY UNE,AA DISTANCE OF 121.88 . F ?+" T" FEET TO THE POINT OF BEGINNING, LESS THE LAND CONVEYED. TO THE STATE OF .. EXTENDER LINE 9F �iRECORDED TREET. (h 452, ANO DED DAT DSF BRUARY 13, 1958 ANRECORDED IN -O.R: IDS, 158, p$lM TO S ' © -� �� PAGE 68 LIC RECORDS; OF PALM. BEACH COUNTY, FLORIDA. P ORE LES. DACE SPAGE i,'PUB , � 2" ,I.,,' COVTA;NINC' 19,560 50LfARE' FEET M OR S e p. lS,QQ �' �, !Uj SVBJ£CT TO RESTRICTIONS, RESERVATIONS. COVENANTS, RIGHTS OF WAY AND ASPI-iAL EAS6kENTS OF RECORD 9R _ �1� AND PARKING O y s' . us a 9 o" w r•. t,. 126.32'. if 0.' ._..: ..::.-. .. �,,; r �• e(/.: t71i �i � � �' e•: � :_-:> 04 o C t a FOR SANJA NT =1=�� YE m I� �� 4NINCLUD&D.PORTiQN F Q . " ` Pvvt Psxr�R tANiER �! PALM B t'il.. Lt, J� x _ { PARKER>ESTAT o , . zYrA�t LINE 1 u Z >.•...:- R,B.1QcPc3.3?) F+siRCwuNE T. ms i 'Eg ATE :. £t z. Al. EA ! t ` 1J PARK£RE: TATE m L 1 0 .. � LOT11 -ONE STORY MOTEL t3is wE r' . SET IFlG LEGLhi17+ . dZ9i33. 15A3 15_43' — a 8T — _ 0 3 . .126.4t' - tt {g CALL CAlCt RAF£A r ..� ._... OIS 1 1$8.17` DEEM - - sEfo ..; ? = Cffi'CR l o ° a ° ". 100.04'PtAT... w °wn PrctaNCE tr r sY i�'a 3o-00 a . 150.70 1.015 26` f'LA CIL. N.89°64'30 E CIINC ' F - ccr. = crrAur ttNn FCNCE w = C,M. = LIINCRErE Y.IING'H.:`Nr: E 1 ME cFeMr FCN E ° �t 0 ORA ,y.. ! , � N N _ '- 1I }=FIRE NYDRANr P,9.x < �AT 3LiC£t BIIQR �. " LOT 24:: o� � a LOT 10 . o '�,�='RtcIIiEir OF WAY PA OT 20 t ° 3 E ©: .t = RFLY-E .. _ .. t 100,U0 Pt AT _ T _ SEC. =scraN 07 WF.F WOOL, FIIW£ 4-MVI � — N.89°54`30°1;. 133 31' CALL PARKER ESTATE p 82 0' PLAT � � •" o o+ s (P.8 Ci. } LB 1 ( o o t 14;P 3T FOUND NAIL&TAR OSO 8353 FOU • �. �"}j a v RONRODd !°s "QQ+ PAt R.t'-•-- a f r OSO LS i PKB d o ! " OT 28 LOT 19 L JJ _ jj i..a 4. .Ot - 7 - a'S •' U'eT Elia o . t • ', W �G °y ,kcal. � - �.c�T s- 107 w �. ` m-Qr...3 asPt� f o�.0 l Y -.I N U?... _ 100<00' 'FI AST _ — 155.— T _ _ i` 0- c v d WE � ii} Q EAST RNY LINE Z - a c iDti O C p CORRECTEL .q egg DIVISION SURVEY NOTES: MAWER k,Lil�._ ZlAtO$SHOYYNNNONWEREt#UTA&4TRACTEAFORftIGHiSOFWAY,'EASEMENT^a ��P•ORQTNERUtSTRIR�ENTSOF.' E! \ j D p O r . . , 41 .'1�• - tui j _ - SMew Swwft SSURVEYI TO T10NOP Y�$IBENI1�ATTREGFNIER . _ 7•~ SENT THE EORs n ATHI SUWTED .. .'. 4, THE SYMBOLS SHOWN HER _ .: ,. :...-. OFT T Zm»tea z.a. SURYEYCNTHEOATEI AND . d, r� .. '•w _ .TY1EINi LHORNEDMCTEOPYTN1StIPPREPRESENTSCTHEREsuLTsaF1++ NacATEo bw DATE Oi�20-pg LARM • c - - uJ .. - _ ICATINGTHE.CONDITXW MINGATTHATTi F DRA�V. BY RCA wlK F IED NRIC OLSNEPHARD SKEi DATEDY aiOSVYtUCH UPFUE0 BY HEOUENT-. 9E OA � slo . ; ':'•. j"� - ONON•YtSIBLE FEATURES R'OTLOCITED ORSH4<YN . V .: - - - . . 7F00 . . .. ' � �� 4 6.UT lES NOTLOCATEO FXCEFYASSNOWN 5CALE 1=20 ' F of rvey Of the above propertyeby t3s true and correctto ft best of toy � � belief CERTIRCATF- e Ibet R descit my cilrecilon on JANUMY 19.2009 " 9 STH AVENUE S.E.- — .._ --- — BRUCE CARTER r sH1xo. s> REGISTERED LAND S (HATHAWAY° PLACE EO - 1r U STAT F.FLORIOA ` {6Q''PtJB�.lG FIM!? - _ �. __ _., � , T� _.--•-_-.,__ . .�.+-.-........�- ' . .•--T•-_ 1. _ v N. i 4 CORNER ' OF THE;S,E./4 9 11 $111FEDERAL H d.OF SEC, 28I P ' BOUNDARY SURVEY - .. �.. 0,0p, P.c. LEGAL �h 1 NORTH L.1,NE :OF THE S;/2, .. . PAR EL OF AND INN ELAN 43 S7 a OF'i TH€A5T Y, OF, SEC ION CH COUNTY. _ t?F.THS N.E:%a OF THE S.E�4 } 2s: TOWNSHIP ouT , EA BEACH t�.OR1flA. �soRa O� SEG, 28'. d PARTICULARLY DESCRIBED AS Lows: BEGINNING AT. THE tNTER$EOTION OF THE NORTft LINE OF THE SOUTH J4 (HALF) *OF'THE SOUTHEAST FOUND )RON ROD SET 00 °i Y4 OF SAID HIGHWAY 8O7n SAID 88 ST1t£ES RICHT OF WRIGHT OF AYTHE :OF THt NORTHEAST ' LINE ONG gGS3 £�u� T9UF. THE EAST SECTION UNE. WHEN - S.89°64`3Q"W. '127,,21' X2863 - x 18.5136 DEED R3' MEASURED. ALONG THE SAID NORTH UNE OF THE SOUTH .}1 (HALF)OF THE . X SOUTHEAST ST YOF OF SAID SSECTION THEN E NCE WESTERLY $ NORTHEAST)4 THE SO t7>t?.7.+1'F.J V. V CiYt983 _ _ 9, 97.46` M. , u • • ALONG SAID NORTH LINE A DISTANCEt9 ?FEET, C SOUTHERLY, [[ ` MAKING AN ANGLE WITH .THE PRECEDING COURSE 90', A DISTANCE OF 11$.52 FEET: THENCE EASTERLY, MAKING AN ANGLE V47N'iHE PRECEDING COURSE OF t cr 90', A DISTANCE OF .1.88.27 .FEET 70, AN INTERSECTION WITH THE SAID Y�ESF - THENCE Jj 1DISTANCE /J RICHT OF WAY,LINE OF STATE ROAD'FtO. 5 (U.S. HIGHWAY N0. t'}. EXTENDERq. LINE OF w t ' ::.FEET TORTH POINT OF BEGINNING. LESS THE LAND CONVEYED. TOTHE STATE OF . "" 4 W _ PALM TD.STREET- - FfORIpA BY DEED DATED SEPTEMBER 26 .957; RECORDED O.R. NOOK 105, PACE .. q SPAMN DEED DATED FE tuc �, J`� PAGE 88Ot.`PUBLIC R CORDS OF PALM BRUARY SBEACHB000NTAND Y.FLORIDA.ECORDED N O.R. SPACE sTACE. BOOK l58, - CO:VTA{NTNG �t9 560 SOUAREFEET MORE OR ESS. . _ 'q18,.' i U,j . SUBJECT TO RESTRiCAONS, RES-;RVAT10N5, COVENANTS, RIGHTS OF WAY AND +1 a ASPHA! - L n EASE\i€HIS OF RECORD AND PARKING v a " 126.32 fir. t, r d Mgt IL ., �.. 1Hr RQ6 YPP Lt. / I FOFt: SANJAY :4 NT OF UNiNCIUDED.PORT6 A O Pwrt s PLWrER ER ^' PALM 8 CH " PARKER ESTATE. QP,B. 94. PLL; 37j svl PLAT OF MW UNE AL. EA tNG 0I 0 U} #911 ARKERESTATE • M1 $. ESTAE 1-; PLANNING AND WLITE "p� ` 1. ONE STORYMOTEL LOT 'i SET IRIC Isxa TA Hr Ni (� C #2863. ala cC Co j Y C LEGEND, ' 91a o wR j - ! 43 - - . 126 ' m,rxiPa BYtCt .X X �_ ;� C .. 67.2& - CALLC �'.CENrERLlNE 41' oIs i.OE xwv -- . N 54 DEED sErpc�eea .;' • 3' z15. _ 18.51' 15.4 3Q.� .. 100.00. PLAT.m PvcF - PIA N.89°54'30"E. 180.70 CONC. = CHAIN LC " � � � C.t3: c CHAIN LINK FENCE C.M. = CONCRETE r POLE FIRE HYDRANtOLE p OR.8. _ OFFICIAL RECORD BOOK 1.l _ p 1 J•'r <7 I I AR = PLAT K,1. X o LOT 24' . l LOT 20 1.n' -0 `? P/i -PAGE .: .: rjj L o VIVVD'-! - RIGIr WAY O j •4. A - VE .. .Jt(( -�•. ." At & T. c * S"& IRB F• M A GRED Q - 7 1 SEC, r SECTION / . r J V,?.P = WOOD POVER POLE Al i/ _ 10040' P4AT - 'N.89°64 WE. 133.6.1' CALG: I 30.00. - 040 2-. 82 O'PIAT PARKER.ESTAT . - J - LA . (P.8.10,PG. 37) FOUNot�L8TA9 FOUND 518' s ., - OSOLB0353 ( -.-So - ,.i IRON ROD $CAP- J,' PARKER ESTATE g 080 LB K353 (P,8.10, PG. 37) .JAN 14 2013 a. o l >,oT 19. J LOT 2 lLij.W ' p! CORRECTED FIS, COPY. .. LOT 9 BUILDING € IVI N'. WEST RNV UNEto 1./j 155.55' PLAT ifi U 100,00` PLAT" -... Q EAST RMt ZINE ' r � f .. S!lRVEY NOTES: . uj1 Q. !h \ s. Norvrwowmwur nr s cNAiusaEa+oowc,aw RAtsEO SFx.oFAFLOwriaucFl+sEasuRYEYotinxoPanPrER SHOWN HEREON WERE GNTS OF WAY. EAWAeNT3.9WNER`W. OROTHERINSTM 1.lAN0.S 5lW'r � NOTABSTRAGTEO FOR RI AENfSOF 4fi a 'v RECORD. SARENOTSNS AL 3.7HIS iMtiEDTOiNELOS:A'DONOFYISIBLE SURYEY IS LFEATURE?UN4ER6EWOrW UOYF t. THE SYMBOF.S SHOWN N£REON7AAY HAVE BEEN ENIARDED FOR 04AB[IY.7M£SYNHOLSWY£HEENPWiiEQATTHE Guam LOCAVONANOMAY NUT REPRESEt(TTHEACIUW.SHMEORSITOFSHEiE0.TtfRE . 7 ` � ICAT{N THE Cfl NGATT SURY£19N7HEOATEI AND . " r a¢ NDICAT£D .� vJ' v ° TH0N DEPlCT£OONTNIS MAPR£PRES£NTS THE RESULTS OFTTff CAN F wAs T m O PHARD SKETCH DATED]1?C819'FUCH SUPFtlED8Y HEG`jSNK. .. � 'ND G AUNT .. - CHNiD LSHE . REDA I A_46FS�Ill l.EED ON _ _ en. t /r i,+l• � i19A- I�-:�9:11",. 9� �, _ . _ _ /i§�� '�a. ,�!nu_.nc,n,c oFarurtEs nOrtiarJITED ORSHOwN . Z U , rn M T f- 3MN 0. 'ziRy a, Q Nl:lyt1. a0'pN WU >�a-gs �t„qa; 03 �L w'o!��rv, �. to f0 h U n� u1 Z C4 o. C4 a p OND y., I 5 :1••-G i L � c v o d, a• -N v c gaffs $ E°moi hyo. p, U-6'5 0 3 rn E c { N•,C--. OLEO 5tr_ c. s vNiDmLo p O'q ..y. cey O N d 1 U CPDUa O w Ee a UCyy'y �- � m o?05" 3 C o•� o,o � m C 6 C y O 9 iip�v_ v Z W_515 Z.i GENERAL NOTES A. APPLICABLE CODES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY, COUNTY AND STATE. 2. CONSTRUCTION SAFETY - ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA), AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED, 3. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH CHAPTER 90- 96 OF THE LAWS OF FLORIDA (THE TRENCH SAFETY ACT) AND OSHA STANDARD 29 C.F.R. SECTION 1926.650 SUBPART P. THE CONTRACTOR SHALL SUBMIT WITH HIS CONTRACT A COMPLETED, SIGNED, AND NOTARIZED COPY OF THE TRENCH SAFETY ACT COMPLIANCE STATEMENT. THE CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY CODES. 4. NO CONSTRUCTION MAY COMMENCE UNTIL THE APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM ALL LOCAL, STATE AND FEDERAL AGENCIES. B. PRE CONSTRUCTION RESPONSIBILITIES 1. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRE CONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY OWNERS, THE OWNER, THE ENGINEER AND HIMSELF. 2. THE CONTRACTOR SHALL OBTAIN AN SUNSHINE STATS ONE CALL OF FLORIDA CERTIFICATION NUMBER AT LEAST 4B HOURS PRIOR TO PRIOR TO BEGINNING ANY EXCAVATION. 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH HE FAILS TO REQUEST LOCATIONS FROM THE UTILITY OWNER. HE IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED. 5. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE N CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. C. INSPECTIONS 1. THE OWNER, ENGINEER, AND LOCAL PERMITTING AGENCIES MAY MAKE INSPECTIONS OF THE WORK AT ANY TIME, THE CONTRACTOR SHALL COOPERATE FULLY WITH ALL INSPECTIONS. D. SHOP DRAWINGS 1. THE CONTRACTOR SHALL SUBMIT (5) 'FIVE SETS OF SHOP 'DRAWINGS FOR APPROVAL TO THE ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION FOR ALL MATERIALS USED ON THE PROJECT. APPROVED SHOP DRAWINGS FROM THE ENGINEER SHALL THEN BE SUBMITTED BY THE CONTRACTOR TO THE COUNTY OR CITY FOR THEIR APPROVAL, NO CONSTRUCTION SHALL COMMENCE UNTIL THE APPROVED SHOP DRAWINGS HAVE BEEN OBTAINED BY THE CONTRACTOR FROM THE ENGINEER, CITY, AND/OR COUNTY. 2. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED, CATALOG LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. E. TEMPORARY FACILITIES 1. TEMPORARY UTILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY TO HIS EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION. 2. TRAFFIC REGULATION - MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE FOOT STANDARD SPECIFICATIONS. 3. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO -ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. NO HOLES SHALL BE LEFT OPEN OVERNIGHT. F.PROJECT SITE 1. DURING CONSTRUCTION THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE. WHEN AND AS DIRECTED BY THE ENGINEER ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, EMPLOYEES OR THOSE OF HIS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THIS END, THE CONTRACTOR SHALL DO AS REQUIRED ALL NECESSARY HIGHWAY OR DRIVEWAY, WALK, AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. G. PROJECT RECORD DOCUMENTS 1. THc CONTRACTOR SHALL MAINTAIN RCCCIPA'FE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED. INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES, FITTINGS, LENGTH OF PIPE, INVERT ELEVATIONS, FINISHED GRADE ELEVATIONS AND THE LIKE, SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR. TOP ELEVATIONS ® 100' O.C. 2. PRIOR TO THE PLACEMENT OF ANY ASPHALT OR CONCRETE PAVEMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD "AS -BUILT" PLANS SHOWING LIMEROCK BASE GRADES, ALL DRAINAGE, WATER, AND SEWER IMPROVEMENTS. PAVING OPERATIONS SHALL NOT COMMENCE UNTIL THE ENGINEER HAS REVIEWED THE "AS-BUILTS" AND THE ENGINEER HAS APPROVED PAVING TO COMMENCE. 3, ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING LIMEROCK BASE MATERIAL. 4. ALL REQUIRED DENSITY ,AND LBR TEST RESULTS FOR LIMEROCK SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING ASPHALT. 5. ALL "AS -BUILT" INFORMATION SUBMITTED TO THE ENGINEER SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND LEGIBLE TO SATISFY THE ENGINEER AND ANY APPLICABLE REVIEWING AGENCY THAT THE INFORMATION PROVIDES A TRUE REPRESENTATION OF THE IMPROVEMENTS CONSTRUCTED. 6. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD FIVE COMPLETE SETS OF AS - BUILT" CONSTRUCTION DRAWINGS (PRINTS) AND ONE MYLAR ORIGINAL. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS -BUILT" CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE SIGNED BY THE CONTRACTOR. 7. ALL "AS -BUILT" INFORMATION ON ELEVATIONS OF PAVING, DRAINAGE, WATER, AND SEWER SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR. B. IT IS THE INTENT THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION: DATED 1991 TOGETHER WITH "SUPPLEMENTAL SPECIFICATIONS TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1991 BE USED WHERE APPLICABLE FOR THE VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THE WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY: THEREBY MAKING SUCH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT, IF WITHIN A PARTICULAR SECTION, ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED T0, IT SHALL BE PART OF THE STANDARD SPECIFICATIONS ALSO. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS, REGULATIONS AND BUILDING CODES WHICH HAVE JURISDICTION IN THE AREA. H. EARTHWORK AND COMPACTION a. GENERAL I. NONE OF THE EXISTING MATERIAL IS TO BE INCORPORATED IN THE LIMEROCK BASE. 2, ALL SUBGRADE UNDER PAVED AREAS SHALL HAVE A MINIMUM LBR VALUE OF 40 AND SHALL BE COMPACTED TO 9S% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 3. ALL FILL MATERIAL IN AREAS NOT TO BE PAVED SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 4. A 2" BLANKET OF TOP SOIL SHALL BE PLACED OVER ALL AREAS TO BE: SODDED. 5. SOD SHALL BE ST. AUGUSTINE, BITTER BLUE OR FLORATAM AND SHALL BE PLACED ON THE GRADED TOP SOIL AND WATERED TO INSURE SATISFACTORY CONDITION UPON FINAL ACCEPTANCE OF THE PROJECT. 6. WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS OR LAKES, APPROPRIATE SILT BARRIERS SHALL BE INSTALLED. b. ON-SITE: 1. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL WITHIN THREE FEET OF AREAS TO BE PAVED SHALL BE REMOVED. 2. SUITABLE BACKFILL SHALL BE MINIMUM LBR 40 MATERIAL COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR THREE (31 FEET BEYOND THE PERIMETER OF THE PAVING. 9 K. PAVING a. GENERAL:`I 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE CONSTRUCTION OF LIMEROCK BASE AND PRIOR TO PLACEMENT OF THE PAVEMENT. 2. ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 3. WHERE PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. r 4. ALL STREET CORNER PAVEMENT RADII SHALL BE 25 FEET UNLESS OTHERWISE NOTED ON THE PLANS. 5. UPON COMPLETION OF DP,A,LNAGE IMPROVEMENTS AND LIMEROCK BASE CONSTRUCTION LAND BEFORE ?LAC4NG As`P'W 1L'n` h -AV. -M -M 1 _THE CCXTRACTOR SHALL UiR1^ai THIE ENGINEER OF RECORD AND THE CITY OF SUNRISE 'AS -BUILT" PLANS FOR THESE IMPROVEMENTS, SHOWING THE LOCATIONS AND THE PERTINENT GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWN AND EDGE OF PAVEMENT,AT 50 FEET INTERVALS. THESE "AS -GUILTS" SHALL BE APPROVED BY THE CITY PRIOR TO THE PLACEMENT OF ASPHALT. b. MATERIALS:!, 1. BASE COURSE SHALL BE CRUSHED LIMEROCK MIAMI OOLi TE WITH A MINIMUM OF 707 CARBONATES OF CALCIUM AND MAGNESIUM 160% FOR LOCAL STREETS AND PARKING AREAS) ,AND A MINIMUM LIMEROCK BEARING RATIO 100. 2. PRIME COAT AND TACK COAT SHALL MEET F.D.O.T. STANDARDS. 3. SURFACE:{COURSE SHALL BE EQUAL TO F,D.O.T. TYPE S-3 ASPHALT. 4. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" X 6" NO. 6 GAUGE WIRE MESH. c. INSTALLATION: I. LIMEROCKi BASE MATERIAL SHALL BE 6 INCHES THICK AND SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO TSO -C. 2. LIMEROCKJBASE MATERIAL SHALL BE PLACED IN MAXIMUM 6" LIFTS. BASES GREATER THAN 6",'SHALL BE PLACED IN TWO OR MORE EQUAL LIFTS. 3. ASPHALT`LC CONCRETE. SHALL BE A MINIMUM OF I" THICK. 4. PRIME COAT SHALL BE PLACED ON ALL LIMEROCK BASES IN ACCORDANCE WITH F.D.O. T. ,.. STANDARDS. 5. TACK`CO1 SHALL BE PLACED AS REQUIRED IN ACCORDANCE WITH F.D,O.T. STANDARDS. d. TESTING: ALL SUBGRADE, LIMEROCK AND ASPHALT TESTS REQUIRED SHALL BE TAKEN AT THE DIRECTION N N /OR 0 F THE ENG I, EER ANO THECITY CT 0F BOYNTON BEACH. 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. :F 2. DENSITY'jESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE STATE OF FLORIDA, AND TAKEN AS DIRECTED BY THE ENGINEER AND THE CITY OF BOYNTON BEACH. sr 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE OWNER EXCEPT THOSE TESTS FAILING�,TO MEET THE SPECIFIED REQUIREMENTS, WHICH ARE TO BE PAID BY THE CONTRACTOR, SIGNAGE`AND PAVEMENT MARKINGS 1. THE ROADS AND PARKING AREAS SHALL BE STRIPED IN ACCORDANCE WITH THE PLANS. NO STRIPE SHALL BE LESS THAN THE SPECIFIED WIDHT NOR SHALL IT EXCEED THE SPECIFIED WIDTH BY MORE THAN 1/2 INCH. STRIPING SHALL BE IN ACCORDANCE WITH SECTIONS 7,0 AND 971 OF THE STANDARD SPECIFICATIONS. ALL STRIPPING WITHIN THE PUBLIUC RIGHT-OF-WAY AND AT THE DRIVEWAY ACCESS POINTS POINTS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 2. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ADEQUATE%TRAFFIC CONTROL DEVICES WARNING DEVICES AND BARRIERS FOR THE PURPOSE OF PROTECTING THE TRAVELING PUBLIC, HIS WORKMEN AND THE WORK AREA IN GENERAL. SUCH TRAFFIC'dONTROL SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT PERIOD, INCLUDING ANY TEhFCRAR.Y SCk'a'Ir'ETCI)ONIS OF THE WORK. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH SECTION 102 OF THE STANDARD SPECIFICATIONS AND THE STATE OF FLORIDA, MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. 3. ALL PAVEMENT MARKINGS ON-SITE SHALL BETHERMOPLASTIC UNLESS OTHERWISE NOTED. 4. ALL SIGNING AND MARKINGS SHALL CONFORM TO MUTCD AND COUNTY TRAFFIC ENGINEERING STANDARDS (LATEST EDITION), HOLEY ENGINEERING, INH CIVIL ENGINEERING SERVICES. 1680 SE 4th Street - Deerfield Beach, Fla. 33441 Phone (954) 260-6194 - Fax (954) 697-0115 F,B.P.E. Authorization No. 9463 EXIST. PAVEMENT PROPOSED SAWCUT CLEAN EDGE, ASPHALT PAVEMENT STRIP BACK. EXISTING 12" MIN. ASPHALT & ROCK BASE PROP. ASPH. PROPOSED AS SHOWN & MATCH PAVEMENT LIMEROCK BASE EXIST. PAVEMENT !®m,_ i EXIST. LIMEROCK BASE CO 1 EXIST, SUBGRADE. '12"COMPACTED SUBGRADE. - L-6" LIMEROCK BASE COURSE LBR 40, COMPACTED 98% LBR 100, COMPACTED 98% AASHTO T-180 AASHTO T-180 ASPHALT DETAIL, TYIP I OONTINUQUS CURB, CONT. CURB VIEW B" WITH DRAIN CUTS ." - CURB CUT 6' MIN. GRASS & LANDSCAPE (OPTIONAL) a. i x a, iv ;?. "+v.t+ - SEE NOTE S A-1 P� z tam LANDSCAPING, GPWUND COVER, DECORATIVE STONE iv 5°x5' SYMBOL EDGE OF PAVEMENT A WHITE TYP. (STO OR FACE OF CURB. CONCRETE WHEEL z . STOP . z (TYP•) 0 WwITE TYP. BLUE BLUE TYP. 2" STD. 5' H C 12' MIN. -STD.9' MIN. 12" TIP. ACCESS H/C STALL STALL 72" (STD.) ALL STALLS. {2) 4' STRIPES AND 4 4' SPACING. HANDICAP PARKING STALL N.T.A 8' V MIN. 6' RAMP LEVEL RAMP e mea vzarr T. P-25 NOTE: * mcT NOTE: SIGNAGE MAY BE PLACED ON "a BUILDING IF o DETECTABLE WARNING APPROPRIATEDETECTABLE (TYP.) a a a BUILT-UP CURB RAMP (NOTE 5) 6"0 MIN. VIEW "B" N.T.1 cm 8� 0, L HIGHWAY A NOTES: i 1. REFER TO LDR CHAPTER 23, (PARKING LOTS) FOR COMPLETE DETAILS - 2 ACCESSIBILITY TO AND WITHIN BUILINGS, INCLUDING THE PLACEMENT OF RAMPS, SHALL CONFORM TO THE LATEST EDITIONS OF THE D.C.A. ACCESSIBILITY MANUAL, CHAPTER 553, PART V. OF THE FLORIDA STATUTES AND THE RD.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS. 3. ALL PARKING STALLS SHALL BE DOUBLE STRIPED AND ALL STRIPING SHALL BE FOUR (4) INCHES WIDE. 4, HANDICAP ACCESWAY STRIPING SHALL BE LAID OUT ON 45' ANGLE SPACE AT 4' ON CENTER AS MEASURED ALONG THE ACCESSWAY. S. BUILT-UP CURB RAMPS SHALL NO T PROJECT INTO TRAFFIC LANES. G. AS AN OPTION, THE TWO FOOT PAVED AREA (FROM THE EDGE OF PAVEMENT OR CURB BASPHATO THE SECTION A -A)., STOP) MAY BE LANDSCAPED IN UEU 7. THERMOPLASTIC STRIPING IS RECOMMENDED AT ALL WALKWAYS M THE PARKING AREAS "I S. PAINT SHALL BE APPLIED AT A RATE THICK ENOUGH TO PROVIDE SOLID VMI 1EE/BLACK LINES WITH NO LIGHT SPOTS OR PAINT SKIPS (15 9. PARKING STALL AREAS SHALL HAVE A MIN. OF 6" OF BASE COMPACTED TO 987 DRY DENSITY PER AASHTO T-180 SPEC. AND A MINIMUM OF I" OF TYPE S -III PAVEMENT. 12' 3/4, C 01'P) 12• 1" CL 2" TOP VIEW ,1-#4 BAR�Il N,TA /,; #5 BAR (2 REQ'D)-' 'I 0 END VIEW CONCRETE WHEEL STOP N.TS 1 v z3 "t . ,, i s l e sc a) .•tel. �F„(`$ w_ .s +; Drawn NORTH LINE OF THE S.Y, OF THE REX OF THE S.E.Y4 OF SEC. 28 SET IR/C #2963 TEF SET IR/C #2963 0/8 1.0'E., 1.0'N. 196.72' DEED S.89'54'30"W_ 179.20' NEW SAWCUT NOTE #1--/ EXIST ASPHALT DRIVE Z N� EX.PLANTER ' s EX, s°WALK- EX PLANTO` S #911 WISSTING ONE STORY MOTEL 1 -9 - O1 7 �I 4 y Z -EX. PLANTERS y O 24" WHITE STOP BAR + 25LF, w 4" DOUBLE YELLOW, Rt -1 STOP SIGN(typ) / I EX. 0 --NC. I jR 150.70 PVC FENCE���_._._, N.89'54'30"E. -' 168.17' DEED HALEY ENGINEERING, INC. CIVIL ENGINEERING SERVICES. 1680 SE 4th Street — Deerfield Beach, Fla. 33441 Phone (954) 260-6194 — Fax (954) 697-0115 F.B.P.E, Authorization No. 9463 FD X -CUT SET PCP#2963 1 i I f Dr. WAU .:. 18.51' � 15.43' 15.43' «i. '7" 3a rps V >tr � PLANT 00 '! Nf Uj l� a 1 q r,s ' ccl CV 14 l r; EX WPP �f co / co PER PLAT LINE PER PLAT OF PARKER ESTATE FX. FIRE HYDRANT -( $ 1_j 18.51 l 15.43' j 15.43 — — — — - -lj 67.26' PL T�. 4 ' ql* j P -9-3.p. W wo J. RD I LOCATION SKETCH NITS. LEGAL DESORMION-- A PARCEL OF LAND IN THE NORTHEAST X OF THE SOUTHEAST Y OF SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA LEGEND -s-�n.- FLOW ARROW SAWCUT LINE y° EXISTING &RADE5 6.00 PROPOSED 64ZADE5 PROPOSED ASPHALT TO BE REMOVED EXISTING TO REMAIN ® OPTIONAL PAVEMENT REMOVAL EXISTING CONCRETE 51Dr_yWLK — _ - PROPERTY LINE - C TRLlQTK)N NOTES: I, CONTRACTOR TO FIELD LOCATE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXI5TIN6 UNDER61ROUND UTILITIES PRIOR TO CON5TRUCTION. NOTIFY EN6INEER WITH INFORMATION. 2. SiRV=Y t RMORM MON PROVIDED 5Y 3RtYE CARTER 4 A550CIATES, INC. S. ALL SHALL GO ---ORM TO Trs STANDARDS AND SPECIFICATIONS 4. PR{OR 70 COK5TFZZTION THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 5. THE LOCATION OF EXISTING FACILITIES WERE PLOTTED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL FIELD LOCATE ALL EXI5TIN6 UTILITIES FRIOR TO CONSTRUCTION. 6. TI~ CONsRAGTOR SHALL TAKE ALL'ECE55ARY PRECAUTIONS TO SAFEGUARD ALL EXI5TItro STRUCTURE5, UTILITIES, AND SURVEY MARKERS. T_ ALL 5IV5-ALK5 ALS PATIOS SHALL 5E SLOPED AWAY FR --M BUILDIN5. 5. '?AK''W *-BASS SLOPES SCHALL NOT EXCEED 4:1. R. CONT-rtACTO2 COORDINATE GRADING PLAN WITH LANDSCAPE FEATURES. 10. REI COVE ALL OR6AXIC A?,V VEL.ERIOU5 MATERIAL QTY N THE EDGE OF PAVEME="vT A':D PR_1$ 05E i PAVEMENT AREA. NO N,ATE€2..A'l- OF F.DA.T. CLASS A-5, A-7 OR A-& SHALL 5E ALLOWED IN THE R16HT OF WAY. 11. EXISTING PARK NS STR MN& SHALL BE REMOVED WHERE IN CONFLICT WITH NEW PARKIN& SPACES. SAWCUT NOTE& 1. SAWCUT A's7 MATCH NEW PAVEMENT 6RADE TO EXISTING PAVEMENT GRADE. 2. 5AF1 Vr EX#STIN6 PAVEMENT, REMOVE EXISTING PAVEMENT WHERE NEW ASPHALT CONSTRUCTION SHOWN, 5. MATCH NEW ASPHALT PAVEMENT &RADE TO EXISTING SIDEWALK GRADE. .... QT,, E /.�DATE: lci ENGINEER NO. 40023 FLORIDA PROJECT E)( NUMBER 1"=20' 14H) E tic f'„ 20, 201 FOUND V IRON PIPE 00.963 SET IR/C#2963 IRIC P.O.B. s3, -f 86.36! DEED — ¢ R —, 1 -9 - O1 7 �I 4 y Z -EX. PLANTERS y O 24" WHITE STOP BAR + 25LF, w 4" DOUBLE YELLOW, Rt -1 STOP SIGN(typ) / I EX. 0 --NC. I jR 150.70 PVC FENCE���_._._, N.89'54'30"E. -' 168.17' DEED HALEY ENGINEERING, INC. CIVIL ENGINEERING SERVICES. 1680 SE 4th Street — Deerfield Beach, Fla. 33441 Phone (954) 260-6194 — Fax (954) 697-0115 F.B.P.E, Authorization No. 9463 FD X -CUT SET PCP#2963 1 i I f Dr. WAU .:. 18.51' � 15.43' 15.43' «i. '7" 3a rps V >tr � PLANT 00 '! Nf Uj l� a 1 q r,s ' ccl CV 14 l r; EX WPP �f co / co PER PLAT LINE PER PLAT OF PARKER ESTATE FX. FIRE HYDRANT -( $ 1_j 18.51 l 15.43' j 15.43 — — — — - -lj 67.26' PL T�. 4 ' ql* j P -9-3.p. W wo J. RD I LOCATION SKETCH NITS. LEGAL DESORMION-- A PARCEL OF LAND IN THE NORTHEAST X OF THE SOUTHEAST Y OF SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA LEGEND -s-�n.- FLOW ARROW SAWCUT LINE y° EXISTING &RADE5 6.00 PROPOSED 64ZADE5 PROPOSED ASPHALT TO BE REMOVED EXISTING TO REMAIN ® OPTIONAL PAVEMENT REMOVAL EXISTING CONCRETE 51Dr_yWLK — _ - PROPERTY LINE - C TRLlQTK)N NOTES: I, CONTRACTOR TO FIELD LOCATE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXI5TIN6 UNDER61ROUND UTILITIES PRIOR TO CON5TRUCTION. NOTIFY EN6INEER WITH INFORMATION. 2. SiRV=Y t RMORM MON PROVIDED 5Y 3RtYE CARTER 4 A550CIATES, INC. S. ALL SHALL GO ---ORM TO Trs STANDARDS AND SPECIFICATIONS 4. PR{OR 70 COK5TFZZTION THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 5. THE LOCATION OF EXISTING FACILITIES WERE PLOTTED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL FIELD LOCATE ALL EXI5TIN6 UTILITIES FRIOR TO CONSTRUCTION. 6. TI~ CONsRAGTOR SHALL TAKE ALL'ECE55ARY PRECAUTIONS TO SAFEGUARD ALL EXI5TItro STRUCTURE5, UTILITIES, AND SURVEY MARKERS. T_ ALL 5IV5-ALK5 ALS PATIOS SHALL 5E SLOPED AWAY FR --M BUILDIN5. 5. '?AK''W *-BASS SLOPES SCHALL NOT EXCEED 4:1. R. CONT-rtACTO2 COORDINATE GRADING PLAN WITH LANDSCAPE FEATURES. 10. REI COVE ALL OR6AXIC A?,V VEL.ERIOU5 MATERIAL QTY N THE EDGE OF PAVEME="vT A':D PR_1$ 05E i PAVEMENT AREA. NO N,ATE€2..A'l- OF F.DA.T. CLASS A-5, A-7 OR A-& SHALL 5E ALLOWED IN THE R16HT OF WAY. 11. EXISTING PARK NS STR MN& SHALL BE REMOVED WHERE IN CONFLICT WITH NEW PARKIN& SPACES. SAWCUT NOTE& 1. SAWCUT A's7 MATCH NEW PAVEMENT 6RADE TO EXISTING PAVEMENT GRADE. 2. 5AF1 Vr EX#STIN6 PAVEMENT, REMOVE EXISTING PAVEMENT WHERE NEW ASPHALT CONSTRUCTION SHOWN, 5. MATCH NEW ASPHALT PAVEMENT &RADE TO EXISTING SIDEWALK GRADE. .... QT,, E /.�DATE: lci ENGINEER NO. 40023 FLORIDA PROJECT E)( NUMBER 1"=20' 14H) E tic f'„ 20, 201 GENERAL NOTES GPJUND„_CDVER, B. IT IS THE INTENT THAT THE FLORIDA DEPARTMENT OF A. APPLICABLE CODES TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE STONE-' CONSTRUCTION: DATED 1991 TOGETHER WITH "SUPPLEMENTAL 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE SPECIFICATIONS TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD STANDARDS AND SPECIFICATIONS OF THE CITY, COUNTY AND STATE. AND BRIDGE CONSTRUCTION" DATED 1991 BE USED WHERE Y 2. CONSTRUCTION SAFETY - ALL CONSTRUCTION SHALL BE DONE IN A APPLICABLE FOR THE VARIOUS WORK, AND THAT WHERE SUCH SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA), AND INTENDED BE REPLACED WITH THE WORDING WHICH 4DARDD THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ( MUTCD) SHALL PROVIDE PRR OPER TERMINOLOGY; THEREBY MAKING SUCH STANDARD BE STRICTLY OBSERVED, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT, IF WITHIN A 3. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH CHAPTER 90- PARTICULAR SECTION, ANOTHER SECTION, ARTICLE OR PARAGRAPH 96 OF THE LAWS OF FLORIDA THE TRENCH SAFETY ACT) AND OSHA ( ) IS REFERRED T0, IT SHALL 8E PART OF THE STANDARD STANDARD 29 C.F.R. SECTION 1926.650 SUBPART P. THE SPECIFICATIONS ALSO. THE CONTRACTOR SHALL ABIDE BY ALL CONTRACTOR SHALL SUBMIT WITH HIS CONTRACT A COMPLETED, LOCAL AND STATE LAWS, REGULATIONS AND BUILDING CODES WHICH SIGNED, AND NOTARIZED COPY OF THE TRENCH SAFETY ACT HAVE JURISDICTION IN THE AREA. COMPLIANCE STATEMENT. THE CONTRACTOR SHALL ALSO SUBMIT A 9' Mll SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE WITH H. EARTHWORK AND COMPACTION THE APPLICABLE TRENCH SAFETY CODES. TIP. ACCESS H/C STALL a. GENERAL 4. NO CONSTRUCTION MAY COMMENCE UNTIL THE APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM ALL LOCAL, STATE AND FEDERAL 1. NONE OF THE EXISTING MATERIAL IS TO BE INCORPORATED IN THE LIMEROCK BASE. AGENCIES. 2. ALL SUBGRADE UNDER PAVED AREAS SHALL HAVE A MINIMUM LBR VALUE OF 40 AND SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO B. PRE CONSTRUCTION RESPONSIBILITIES T-160. 1. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL 3. ALL FILL MATERIAL IN AREAS NOT TO BE PAVED SHALL BE COMPACTED TO 95% OF THE ARRANGE A PRE CONSTRUCTION CONFERENCE TO INCLUDE ALL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY 4. A 2" BLANKET OF TOP SOIL SHALL BE PLACED OVER ALL AREAS TO BE SODDED. OWNERS, THE OWNER, THE ENGINEER AND HIMSELF.. S. SOD SHALL BE ST. AUGUSTINE, BITTER BLUE OR FLORATAM AND SHALL BE PLACED ON 2. THE CONTRACTOR SHALL OBTAIN AN SUNSHINE SThT° ONE CALL THE GRADED TOP SOIL AND WATERED TO INSURE SATISFACTORY CONDITION UPON FINAL ACCEPTANCE OF THE PROJECT. OF FLORIDA CERTIFICATION NUMBER AT LEAST 46 HOURS PRIOR TO PRIOR TO BEGINNING ANY EXCAVATION. 6. WHEN WORKIING IN AND AROUND EXISTING DRAINAGE CANALS OR LAKES, APPROPRIATE SILT BARRIERS SHALL BE INSTALLED. 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL b. ON-SITE: j VERIFY THE SIZE, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. i. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL WITHIN THREE FEET OF AREAS TO BE PAVED SHALL BE REMOVED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY 2, SUITABLE BACKFILL SHALL BE MINIMUM LBR 40 MATERIAL COMPACTED TO 98% OF THE EXISTING UTILITIES FOR WHICH HE FAILS TO REQUEST LOCATIONS MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR THREE (3) FEET BEYOND FROM THE UTILITY OWNER. HE IS RESPONSIBLE AS WELL FOR THE PERIMETER OF THE PAVING. DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED. K. PAV I NG 5. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN a. GENERAL: CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS, THE LL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. OF LIMERPCK BASE AND PRIOR TO PLACEMENT OF THE PAVEMENT. �- 2. ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION $HALL BE PROPERLY RESTORED C. INSPECTIONS AT THE CONTRACTOR'S EXPENSE. 1. THE OWNER, ENGINEER, AND LOCAL PERMITTING AGENCIES MAY MAKE 3. WHERE PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING INSPECTIONS OF THE WORK AT ANY TIME. THE CONTRACTOR SHALE_ EDGE OF PAVEMENT SHALL BE SAW CUT. COOPERATE FULLY WITH ALL INSPECTIONS. 4. ALL STREET CORNER PAVEMENT RADII SHALL BE 25 FEET UNLESS OTHERWISE NOTED ON THE PLANS. D. SHOP DRAWINGS 5. UPON COMPLETION OF DPA,LNAGE IMPROVEMENTS AND LIMEROCK BASE CONSTRUCTION 1. THE CONTRACTOR SHALL SUBMIT (5) 'FIVE 'SETS 'OF SHOP DRAWINGS I AND BZ=ORE ?LACING A'r`':4"AL:, THE CONTRACTOR SHALT, 'FuRN1S9 HE FOR APPROVAL TO THE ENGINEER OF RECORD PRIOR TO FABRICATION ENGINEER OF RECORD AND THE CITY OF SUNRISE "AS -BUILT" PLANS FOR THESE IMPROVEMENTS, SHOWING THE LOCATIONS AND THE PERTINENT GRADES OF ALL DRAINAGE OR CONSTRUCTION FOR ALL MATERIALS USED ON THE PROJECT. INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROWfA, AND EDGE OF APPROVED SHOP DRAWINGS FROM THE ENGINEER SHALL THEN BE PAVEMENT,AT 50 FEET INTERVALS. THESE "AS-BUILTS" SHALL BE APPROVED BY THE SUBMITTED BY THE CONTRACTOR TO THE COUNTY OR CITY FOR THEIR CITY PRIOR TO THE PLACEMENT OF ASPHALT, APPROVAL. NO CONSTRUCTION SHALL COMMENCE UNTIL THE APPROVED b. MATER 1ALS: J. SHOP DRAWINGS HAVE BEEN OBTAINED BY THE CONTRACTOR FROM THE ENGINEER, CITY, AND/OR COUNT(. 1. BASE COURSE SHALL BE CRUSHED LIMEROCK MIAMI OOLITE WITH A MINIMUM OF 707 CARBONATES OF CALCIUM AND MAGNESIUM (60% FOR LOCAL STREETCi AND PARKING 2. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE AREAS) ;AND A MINIMUM LIMEROCK BEARING RATIO 100. REQUIRED. CATALOG LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. 2. PRIME COAT AND TACK COAT SHALL MEET F.D.O.T. STANDARDS. E. TEMPORARY FACILITIES 3. SURFACE;COURSE SHALL BE EQUAL TO F.D.O.T. TYPE S-3 ASPHALT. 4. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A 1. TEMPORARY UTILITIES - IT SHALL BE THE CONTRACTOR'S MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 5" X 6" NO, 6 RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER GAUGE WljRE MESH. SERVICE, SANITARY FACILITIES AND ELECTRICITY TO HIS a. INSTALLATION: EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION. 1. LIMEROCKi BASE MATERIAL SHALL BE 6 INCHES THICK AND SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO TSO -C. 2. TRAFFIC REGULATION - MAINTENANCE OF TRAFFIC IN THE PUBLIC 2. LIMEROCK}BASE MATERIAL SHALL BE PLACED IN MAXIMUM 6" LIFTS. BASES GREATER RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE THAN 6" -'SHALL BE PLACED IN TWO OR MORE EQUAL LIFTS. FOOT STANDARD SPECIFICATIONS. 3. ASPHALT`tC CONCRETE SHALL BE A MINIMUM OF.I"THICK. ,. 3, ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE 4. PRIME COAT SHALL BE PLACED ON ALL LIMEROCK BASES IN ACCORDANCE WITH F.D.O.T. THE SAFE,- OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. NO STANDARDS, HOLES SHALL BE LEFT OPEN OVERNIGHT. 5. TACK CO SHALL BE PLACED AS -REQUIRED IN ACCORDANCE WITH F.D.O.T. STANDARDS. r d. TESTINGi' RPROJECT SITE ALL SUBGRADE, LIMEROCK AND ASPHALT TESTS REQUIRED SHALL BE TAKEN AT THE DIRECTION of THE ENGINEER AND/OR THE CITY OF BOYNTON BEACH, 1. DURING CONSTRUCTION THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT THIS LIMIT SHALL BE CORRECTED. BROOM CLEAN. 2. DENSITY.11 '%TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE OF F AND TAKEN AS DIRECTED BY THE ENGINEER AND THE CITY 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS OF BOYNTONT BEACHLORIDA, DIRECTED BY THE ENGINEER ANY PUBLIC OR PRIVATE PROPERTY "i DAMAGED BY HIS WORK, EQUIPMENT, EMPLOYEES OR THOSE OF HIS 3. ALL TESVING COSTS iPAVINGI SHALL BE PAID FOR BY THE OWNER EXCEPT THOSE TESTS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT FAILING;TO MEET THE SPECIFIED REQUIREMENTS, WHICH ARE TO DI€ PAID BY THE EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. CONTRACTOR. TO THIS END, THE CONTRACTOR SHALL DO AS REQUIRED ALL NECESSARY HIGHWAY OR DRIVEWAY, WALK, AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH S i GNAGEsAND PAVEMENT MARKINGS RESTORATION. 1. THE ROADS AND PARKING AREAS SHALL BE STRIPED IN ACCORDANCE WITH THE PLANS. NO STRIPE SHALL BE LESS THAN THE SPECIFIED WIDHT NOR SHALL IT EXCEED THE SPECIFIED 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN WIDTH BY'MORE THAN 1/2 INCH. STRIPING SHALL BE IN ACCORDANCE WITH SECTIONS 710 AND 971 PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR OF THE STANDARD SPECIFICATIONS. ALL STRIPPING WITHIN THE PUBUUC RIGHT-OF-WAY AND AT THE ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH DRIVEWAY ACCESS POINTS POINTS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH THE STANDARD MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY SPECIFICATONS. DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. 2. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN ADEQUATE%TRAFFIC CONTROL DEVICES WARNING DEVICES AND BARRIERS FOR THE PURPOSE OF PROTECTING THE TRAVELING PUBLIC, HIS WORKMEN AND THE WORK AREA IN GENERAL. SUCH G. PROJECT RECORD DOCUMENTS TRAFFIC CONTROL SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT PERIOD, 1. THE CONTRACTOR SHALL MAINTAIN A'CCURATPE AND COMPLETE RECORD'SINCLUDING ANY TS,VFDRATY ;FW''EL-W.M S O: THE WORK. MAINTENANCE OF TRAFFIC SHALL BE OF WORK ITEMS COMPLETED. INFORMATION RELATIVE TO MANHOLES, IN ACCORDANCE WITH SECTION 102 OF THE STANDARD SPECIFICATIONS AND THE STATE OF VALVES, SERVICES, FITTINGS, LENGTH OF PIPE, INVERT FLORIDA, MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY ELEVATIONS, FINISHED GRADE ELEVATIONS AND THE LIKE, SHALL CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. - BE ACCURATELY RECORDED BY THE CONTRACTOR. TOP ELEVATIONS 3. ALL PAVEMENT MARKINGS ON-SITE SHALL BETHERMDPLASTIC UNLESS OTHERWISE NOTED. c 0 100' O.C. 4. ALL SIGNING AND MARKINGS SHALL CONFORM TO MUTCD AND COUNTY TRAFFIC ENGINEERING STANDARDS (LATEST EDITIONI. 2. PRIOR TO THE PLACEMENT OF ANY ASPHALT OR CONCRETE PAVEMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD "AS -BUILT" PLANS SHOWING LIMEROCK BASE GRADES, ALL DRAINAGE, WATER, AND SEWER IMPROVEMENTS. PAVING OPERATIONS SHALL NOT COMMENCE UNTIL THE ENGINEER HAS REVIEWED THE "AS-BUILTS" AND THE ENGINEER HAS APPROVED PAVING TO COMMENCE. 3. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING LIMEROCK BASE MATERIAL. 4. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR LIMEROCK SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING ASPHALT. 5. ALL "AS -BUILT" INFORMATION SUBMITTED TO THE ENGINEER SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND LEGIBLE TO SATISFY THE ENGINEER AND ANY APPLICABLE REVIEWING AGENCY THAT THE INFORMATION PROVIDES A TRUE REPRESENTATION OF THE IMPROVEMENTS CONSTRUCTED. 6. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD FIVE COMPLETE SETS OF "AS - BUILT" CONSTRUCTION DRAWINGS (PRINTS) AND ONE MYLAR ORIGINAL. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS -BUILT" CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE SIGNED BY THE CONTRACTOR. 7. ALL "AS -BUILT" INFORMATION ON ELEVATIONS OF PAVING, DRAINAGE, WATER, AND SEWER SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR, Drawn Checked -*Vj 14 Wilk CIVIL ENGINEERING SERVICES. 1680 SE 4th Street - Deerfield Beach, Ela. 33441 Phone (954) 260-6194 - Fax (954) 697-0115 F.B.P.E. Authorization No. 9463 t CURB CUTS PROPOSED SAWCUT CLEAN EDGE, ASPHALT PAVEMENT STRIP BACK EXISTING 12" MIN. ASPHALT & ROCK BASE PROP. ASPH. PROPOSED AS SHOWN & MATCH EXIST. PAVEMENT PAVEMENT LIMEROCK BASE Ate. I EXIST. LIMEROCK BASE CO EXIST, SUBGRADE. PROP. COMPACTED SUBGRADE PAVEMENT CONNECTION DETAIL (SAWCUT) 1" TYPE S-111 ASPHALT 12"COM'PAL IED SUBGRADE ' L-•6" LIMEROCK BASE COURSE LBR 40, COMPACTED 98% LBR 100, COMPACTED 98% AASHTO T-180 AASHTO T-180 CURB CUT 6' MIN. CONT. CURB VIEW "B" LANDSCAPING GPJUND„_CDVER, Ems= 4W '� DECORATIVE STONE-' N A 5°x5' SYMBOL WHITE TYP. (STD.) , I BLUE BLUE TYP. 2" SID. 5' H C 12' MIN. - STD. 9' Mll STALL 12" TIP. ACCESS H/C STALL HANDICAP PARKING STALL MTM 12" 6"0 MIN. VIEW "B" w.Ts. OW � . .. f J . l GRASS & LANDSCAPE OPTIONAL - SEE NOTE 6 "-EDGE OF PAVEMENT OR FACE OF CURB, CONCRETE WHEEL STOP (TYP.) HESE TYP, 12" (STD.) ALL STALLS. ((2 4' STRIPES AND (1� 4" SPACING. 6' 6' MIN. 6' RAMP LEVEL RAMP lm"DE"rEC,7WrA.L, WARNING SURFACE (TYP.) BUILT --UP CURB RAMP (NOTE 5) �- ;, NOWN J NOTES: 1 1. REFER TO LOR CHAPTER 23, (PARKING LOTS) FOR COMPLETE DETAILS, 2. ACCESSIBILITY TO AND WITHIN BU160S, INCLUDING THE PLACEMENT OF RAMPS, SHALL CONFORM TO THE LATEST EDITIONS OF THE D.C.A. ACOESSIBIUTY MANUAL, CHAPTER 553, PART V. OF THE FLORIDA STATUTES AND THE F.D.O.T. ROADWAY & TRAFFIC DESIGN STANDARDS. 3, ALL PARKING STALLS SHALL BE DOUBLE STRIPED AND ALL STRIPING SHALL BE FOUR (4) INCHES WIDE. 4. HANDICAP ACCESWAY STRIPING SHALL BE LAID OUT ON 45' ANGLE SPACE AT 4' ON CENTER AS MEASURED ALONG THE ACCESSWAY. S. BUILT-UP CURB RAMPS SHALL NOT T PROJECT INTO TRAFFIC LANES. 6. AS AN OPTION, THE TWO FOOT PAYED AREA (FROM THE EDGE OF PAVEMENT OR CURB TO THE BACK OF THE WHEEL STOP) MAY BE LANDSCAPED IN LIEU OF ASPHALT. (SEE SECTION A-A)I 7. THERMOPLASTIC STRIPING IS RECOMMENDED AT ALL WALKWAYS IN THE PARKING AREAS. '7 8. PAINT SHALL BE APPLIED AT A RATE THICK ENOUGH TO PROVIDE SOLID WHITE/BLUE/8LACK UNES WTH NO UCHT SPOTS OR PAINT SKIPS (15 9. PARKING STALL AREAS SHALL HAVE A MIN. OF 6" OF BASE COMPACTED TO 987 DRY DENSITY PER AASHTO T4-180 SPEC AND A MINIMUM OF 1" OF TYPE 5-111 PAVEMENT. 12' 3f4. C (TYP) 12' 1" CL 2" '" TOP VIEW 1 -#4 BAR II NAA #5 BAR (2 REQ'D)�II U CONCRETE WHEEL STOP END VIEW N.Ts. (Ll DATE: STA I%OF�DFL�R DAEER NO. 003 5 PROJECT ` NUMBER NORTH LINE OF THE S.y OF THE N.E.Y4 OF THE S.E.% " OF SEC. 2& FOUND 1" IRON PIPE SET IR/0 196.72' DEED (NO I. D.) ; A,u P.O.B. M 0.614, 0.9'W 86.36' DEED #2963 S - t - M1 Z ,. - - - - - - .89*54'30"W_ 179.2 - - - - SET IR/0#2963 A £. _ _ - - 7 �,`90P. NEW GRASS - EAG w�= ` % 18.51' 15.43' 15.43' I I1. NEW ASPHALT " >c o fO n 0 O Ld Z PLANT Q j a` z 4 i .r WI 5 SAWCUT NOTE #1 I �� 25' C-4 w N' a. EXIST ASPHALT DRIVE Z -- --- *s w I 3 G yP- a 25 Q Q o Q v � 1 Oj .mak W I A OF o y 0 0 0 � EX. WPP .r 3E Ex PLANER vJ s EX. 5kWAJ-i!'" e a . v � w ci r . EX PLANTERS EX. PLANTERS O ' f^ / yJ--EASTRPT LME PER PLAT OF 24" WHITE STOP BAR + 4" DOUBLEYELLOW, 25LF, PARKER ESTATE SET IR/C EXISTING ONE STORY MOTEL R1=1 STOP SIGN(tyP) EX. FIRE DP.ANi EX. CCCIC O!S 1.0'E., 1.0'N. o� o ltd WPPIANCHOR 150.70 - - - f r - j 18.51' 15.43' f 15.43' ras ecaawc-.-.-,-.- .-.-:-.-- - -' - •-•-•-•-' FD X -CUT — — — — — 67.26' PL RAM mU (�.�' PvcFENCE N.89'54'3Q €. 1168.17' DEED SETPCP#2963�b =ir W Ln HALEY ENGINEERING, INC. CIVIL ENGINEERING SERVICES. 1680 SE 4th Street — Deerfield Beach, Fla. 33441 Phone (954) 260-6194 — Fax (954) 697-0115 F.B.P.E. Authorization No. 9463 PAVING IMPROVEMENTS 4 Apr fe-167EL (&wip 1* -Oso) LOCATION SKETCH N.TS. LZOAL DESCRIPTION A PARCEL OF LAND IN THE NORTHEAST Y4 OF THE SOUTHEAST X OF SECTION 28. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA LZ -GEN ---w- FLOW ARROW - 5ANCUT LINE y° EXISTING GRADES 6.00 PROPOSED 6RADES PROPOSED ASPHALT TO BE REMOVED ® EXISTIN6 TO REMAIN ® OPTIONAL PAVEMENT REMOVAL EXISTING CONCRETE SIDEWALK - - — PROPERTY LINE - CONSTRUCTION NOTES= 1. CONTRACTOR TO FIELD LOCATE SIZE, DEPTH, MATERIAL AND LOCATION OF ALL EXI5TIN6 UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER WITH INFORMATION. 2. SURVEY INFORMATION PROVIDED BY BRUCE GARTER t ASSOCIATES, INC. 3. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATION5 OF THE CITY OF 50YNTON BEACH. 4., PRIOR TO CONSTRUCTION THE GONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 5, THE LOCATIO14 Or EXISTIN6 FACILITIES: WERE PLOTTED FROM AVAILABLE RECORDS. THE CONTRACTOR SMALL FIELD LOCATE ALL EXISTIN6 UTILITIES PRIOR TO CONSTRUCTION. 6, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXI5TIN6 STRUCTURES, UTILITIES, AND SURVEY MARKERS. 7. ALL SIDEWALKS AND PATIOS SHALL BE SLOPED AWAY FROM BUILDING. 8. MAXIMUM GRASS SLOPE-5SHALL NOT EXCEED 4, 1. 'I. CONTRACTOR SHALL COORDINATE GRADING PLAN HITH LANDSCAPE FEATURES, 10. REMOVE ALL ORGANIC AND DELERIOUS MATERIAL BETHEEN THE EDGE OF PAVEMENT AND PROPOSED PAVEMENT AREA. NO MATERIAL OF F.D O.T. GLASS A-5, A-7 OR A-6 SHALL BE ALLOWED IN THE RI6HT OF WAY. IL EX15TiN6 PARKING STRIPING SHALL BE REMOVED WHERE IN CONFLICT HITH NEN PARKING SPACES. SAWCtrr NOTES- I. SAHGUT AND MATCH NEK PAVEMENT GRADE TO EXISTING PAVEMENT GRADE. 2. 5AWGUT EXISTING PAVEMENT, REMOVE EXISTIN6 PAVEMENT NHERE NEN ASPHALT CONSTRUCTION SHOWN. 3. MATCH NEN ASPHALT PAVEMENT GRADE TO EXISTING SIDEWALK GRADE. ¢¢jj 1 gyp E Jf" L a l:� CORRECTED -t ,...� E� D. ENGINEER NO. 40023 FLORIDA FF;) Ull'li�' A SCALE PROJECT NUMBER 14-1M ['ENERAL NOTES A. APPLICABLE CODES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY, COUNTY AND STATE. 2. CONSTRUCTION SAFETY - ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA), AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED, 3. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH CHAPTER 90- 96 OF THE LAWS OF FLORIDA (THE TRENCH SAFETY ACT) AND OSHA STANDARD 29 C.F.R. SECTION 1926.650 SUBPART P. THE CONTRACTOR SHALL SUBMIT WITH HIS CONTRACT A COMPLETED, SIGNED, AND NOTARIZED COPY OF THE TRENCH SAFETY ACT COMPLIANCE STATEMENT, THE CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY CODES. 4. NO CONSTRUCTION MAY COMMENCE UNTIL THE APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM ALL LOCAL, STATE AND FEDERAL AGENCIES. B. PRE CONSTRUCTION RESPONSIBILITIES 1. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRE CONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY OWNERS, THE OWNER, THE ENGINEER AND HIMSELF. 2. THE CONTRACTOR SHALL OBTAIN AN SUNSHINE STAN ONE CALL OF FLORIDA CERTIFICATION NUMBER AT LEAST 46 HOURS PRIOR TO PRIOR TO BEGINNING ANY EXCAVATION. 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH HE FAILS TO REQUEST LOCATIONS FROM THE UTILITY OWNER. HE IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED. S. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. C. INSPECTIONS 1. THE OWNER, ENGINEER, AND LOCAL PERMITTING AGENCIES MAY MAKE INSPECTIONS OF THE WORK AT ANY TIME, THE CONTRACTOR SHALL COOPERATE FULLY WITH ALL INSPECTIONS. D. SHOP DRAWINGS 1. THE CONTRACTOR SHALL SUBMIT (5') FIVE SETS OF SHOP 'DRAWINGS FOR APPROVAL TO THE ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION FOR ALL MATERIALS USED ON THE PROJECT. APPROVED SHOP DRAWINGS FROM THE ENGINEER SHALL THEN BE SUBMITTED BY THE CONTRACTOR TO THE COUNTY OR CITY FOR THEIR APPROVAL. NO CONSTRUCTION SHALL COMMENCE UNTIL THE APPROVED SHOP DRAWINGS HAVE BEEN OBTAINED BY THE CONTRACTOR FROM THE ENGINEER, CITY, AND/OR COUNTY. 2. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED. CATALOG LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. E. TEMPORARY FACILITIES 1. TEMPORARY UTILITIES - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES .AND ELECTRICITY TO HIS EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION. 2. TRAFFIC REGULATION - MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE FOOT STANDARD SPECIFICATIONS. 3. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH ' VEHICULAR AND PEDESTRIAN TRAFFIC. NO HOLES SHALL BE LEFT OPEN OVERNIGHT, RPROJECT SITE 1. DURING CONSTRUCTION THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE ENGINEER ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, EMPLOYEES OR THOSE OF HIS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THIS END, THE CONTRACTOR SHALL DO AS REQUIRED ALL NECESSARY HIGHWAY OR DRIVEWAY, WALK, AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. G. PROJECT RECORD DOCUMENTS 1. THE CONTTRACTOR SHALL MAINTAIN ACCUWFE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED. INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES, FITTINGS, LENGTH OF PIPE, INVERT ELEVATIONS, FINISHED GRADE ELEVATIONS AND THE LIKE, SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR. TOP ELEVATIONS ® 100' O.C. 2. PRIOR TO THE PLACEMENT OF ANY ASPHALT OR CONCRETE PAVEMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD "AS -BUILT" PLANS SHOWING LIMEROCK BASE GRADES, ALL DRAINAGE, WATER, AND SEWER IMPROVEMENTS. PAVING OPERATIONS SHALL NOT COMMENCE UNTIL THE ENGINEER HAS REVIEWED THE "AS-BUILTS" AND THE ENGINEER HAS APPROVED PAVING TO COMMENCE. 3. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING LIMEROCK BASE MATERIAL 4. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR LIMEROCK SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING ASPHALT. 5. ALL "AS -BUILT" INFORMATION SUBMITTED TO THE ENGINEER SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND LEGIBLE TO SATISFY THE ENGINEER AND ANY APPLICABLE REVIEWING AGENCY THAT THE INFORMATION PROVIDES A TRUE REPRESENTATION OF THE IMPROVEMENTS CONSTRUCTED. 6. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD FIVE COMPLETE SETS OF "AS - BUILT" CONSTRUCTION DRAWINGS (PRINTS) AND ONE MYLAR ORIGINAL THESE DRAWINGS SHALL BE MARKED TO SHOW "AS -BUILT" CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE SIGNED BY THE CONTRACTOR, 7. ALL "AS -BUILT" INFORMATION ON ELEVATIONS OF PAVING, DRAINAGE, WATER, AND SEWER SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR. S. IT IS THE INTENT THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION: DATED 1991 TOGETHER WITH "SUPPLEMENTAL SPECIFICATIONS TO THE 1991 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1991 BE USED WHERE APPLICABLE FOR THE VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THE WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT, IF WITHIN A PARTICULAR SECTION, ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE PART OF THE STANDARD SPECIFICATIONS ALSO. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS, REGULATIONS AND BUILDING CODES WHICH HAVE JURISDICTION IN THE AREA. H. EARTHWORK AND COMPACTION a, GENERAL 1. NONE OF THE EXISTING MATERIAL IS TO BE INCORPORATED IN THE LIMEROCK BASE. 2, ALL SUBGRADE UNDER PAVED AREAS SHALL HAVE A MINIMUM LBR VALUE OF 40 AND SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 3, ALL FILL MATERIAL IN AREAS NOT TO BE PAVED SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 4. A 2" BLANKET OF TOP SOIL SHALL BE PLACED OVER ALL AREAS TO BE SODDED. ' 5. SOD SHALL BE ST. AUGUSTINE, BITTER BLUE OR FLORATAM AND SHALL BE PLACED ON THE GRADED TOP SOIL AND WATERED TO INSURE SATISFACTORY CONDITION UPON FINAL - ACCEPTANCE OF THE PROJECT. 6. WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS OR LAKES, APPROPRIATE SILT BARRIERS SHALL BE INSTALLED. b. ON-SITE: { 1. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL WITHIN THREE FEET OF AREAS TO BE PAVED SHALL BE REMOVED. 2. SUITABLE BACKFILL SHALL BE MINIMUM LBR 40 MATERIAL COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR THREE (3) FEET BEYOND THE PERIMETER OF THE PAVING. K. PAVING a. GENERAL: j I. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE CONSTRUCTION OF LIMEROCK BASE AND PRIOR TO PLACEMENT OF THE PAVEMENT. 2. ALL EXISTING PAVEMENT CUT DR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 3. WHERE PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. 4. ALL STREET CORNER PAVEMENT RADII SHALL BE 25 FEET UNLESS OTHERWISE NOTED ON THE PLANS. 5. UPON COMPLETION OF DP,.Ad,NAG.E IMPROVEMENTS AND LIMEROCK BASE CONSTRUCTION 1AND BEFORE PLACUITO :A' W"-VL'u PAVEMEW1 _,Hc CONTRACTOR SHALL :FUR'N1.S", KE ENGINEER OF RECORD AND THE CITY OF SUNRISE 'AS -BUILT" PLANS FOR THESE IMPROVEMENTS, SHOWING THE LOCATIONS AND THE PERTINENT GRADES OF ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRADES OF THE ROAD CROVtl9 AND EDGE OF PAVEMENY,AT 50 FEET INTERVALS. THESE "AS-BUILTS" SHALL BE APPROVED BY THE CITY PRIOR TO THE PLACEMENT OF ASPHALT. b. MATERIALS: I. BASE COURSE SHALL BE CRUSHED LIMEROCK MIAMI OOLITE WITH A MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM 160% FOR LOCAL STREETS AND PARKING AREAS) ,AND A MINIMUM LIMEROCK BEARING RATIO 100. 2. PRIME COAT AND TACK COAT SHALL MEET F.D.O.T. STANDARDS. 3. SURFACE: -,COURSE SHALL BE EQUAL TO F.D.O.T. TYPE S-3 ASPHALT, 4. REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" X 6" NO. 6 GAUGE WIRE MESH. c. INSTALLATION: I. LIMEROCK,BASE MATERIAL SHALL BE 6 INCHES THICK AND SHALL BE COMPACTED TO 9811 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO TSO -C. 2. LIMEROQ BASE MATERIAL SHALL BE PLACED IN MAXIMUM 6" LIFTS. BASES GREATER 1 THAN 6"='SHALL BE PLACED IN TWO OR MORE EQUAL LIFTS. CONTINUOUS CURB. 3. ASPHALYIC CON'QRETE SHALL BE A:MINIMUM: OF I" THICK. ,.. WITH RAI CUTS . , (IO 1pTIDRAIN N 4. PRIME COAT SHALL BE PLACED ON ALL LIMEROCK BASES IN ACCORDANCE WITH F.D.O.T. �A7 _ STANDARDS. .,.= " 5. TACK' 'CO• SHALL BE PLACED AS REQUIRED IN ACCORDANCE WITH F.D.O.T. STANDARDS. LANDSQAPWG, GCON d. TESTING: DECORATIVE STONE ALL SUBGRADE, LIMEROCK AND ASPHALT TESTS REQUIRED SHALL BE TAKEN AT THE DIRECTION OF THE ENGINEER AND/OR THE CITY OF BOYNTON BEACH. A® I. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE - SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. z 2. DENSITY'S}TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE STATE OF FLORIDA, AND TAKEN AS DIRECTED BY THE ENGINEER AND THE CITY OF BOYNT.ON BEACH. 3. ALL TESTING COSTS (PAVINGI SHALL BE PAID FOR BY THE OWNER EXCEPT THOSE TESTS FAILINGWO MEET THE SPECIFIED REQUIREMENTS, WHICH ARE TO BE PAID BY THE CONTRACTOR. :.,,42"15Pi SIGNAGE,•:AND PAVEMENT MARKINGS I. THE ROADS AND PARKING AREAS SHALL BE STRIPED IN ACCORDANCE WITH THE PLANS. NO STRIPE SHALL BE LESS THAN THE SPECIFIED WIDHT NOR SHALL IT EXCEED THE SPECIFIED WIDTH BY'MORE THAN 1/2 INCH. STRIPING SHALL BE IN ACCORDANCE WITH SECTIONS 710 AND 971 OF THE STANDARD SPECIFICATIONS. ALL STRIPPING WITHIN THE PUBUUC RIGHT -OF -'NAY AND AT THE DRIVEWAY ACCESS POINTS POINTS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH 744E STANDARD SPECIFICATIONS. 2. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND MAINTAIN -11-2" ADEQUATE?TRAFFIC CONTROL DEVICES WARNING DEVICES AND BARRIERS FOR THE PURPOSE OF PROTECTING THE TRAVELING PUBLIC, HIS WORKMEN AND THE WORK AREA IN GENERAL. SUCH TRAFFIC CONTROL SHALL BE MAINTAINED FOR THE DURATION OF THE PROJFCT PERIOD, INCLUDING ANYSNIPORARI SUISrLWA?O\D^ OF THE WORK. MAINTENANCE OF TRAFFIC SHALL BE , `n IN ACCORDANCE WITH SECTION 102 OF THE STANDARD SPECIFICATIONS AND THE STATE OF Man, FLORIDA, MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY yam. CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS. a a0Y 3. ALL PAVEMENT MARKINGS ON-SITE SHALL BETHERMOPLASTIC UNLESS OTHERWISE NOTED. � - m 4. ALL SIGNING AND MARKINGS SHALL CONFORM TO MUTCD AND COUNTY TRAFFIC ENGINEERING �. STANDARDS (LATEST EDITIONI. HAL.Ey Ei\iGINEERIiNJG, II01C. CIVIL ENGINEERING SERVICES. 1680 SE 4th Street - Deerfield Beach, no. 33441 Phone (954) 260-6194 - Fax (954) 697-0115 F.B.P.E. Authorization No. 9463 EXIST. PAVEMENT -PROPOSED SAWCUT CLEAN EDGE, ASPHALT PAVEMENT STRIP BACK EXISTING 12" MIN. ASPHALT & ROCK BASE PROP. ASPH. PROPOSED AS SHOWN &MATCH EXIST. PAVEMENT PAVEMENT LIMEROCK BASE HRT_ -_ EXIST LIMEROCK BAgSEE ___ L CO I EXIST.. SUBGRADE. PROP. COMPACTED SUBGRADE PAVEMENT CONNECTION DETAIL (SAWCUT) 1" TYPE S-111 ASPHALT 12"COMPACTIED SUBGRADE LBR 40, COMPACTED 98% AASHTO T-180 MM. CLIRR 6" LIMEROCK BASE COURSE LBR 100, COMPACTED 98% AASHTO T-180 MEW "B" HANDICAP PARKING STALL N.Ta- S" ALL 50 >PE NOTE 6 VEMENT CURB, MEEL 12" (STD.) AL1, STALLS. �2 4' STRIPI'N AND 1� 4' SPACING. 6' 6' MIN. 6' RAMP LEVEL RAMP F.D.O.T. #FTP -25 NOTE: SIGNAGE MAY BE PLACED ON BUILDING {F DETECTABLE WARNING APPROPRIATE SURFACE (TYP.) M z Slot s N 6'0 MIN. VIEW "B" N.t4 11KI HUM MOTEL A HIGHWAY BUILT-UP CU1313 RAMP (NOZE 5� N.T.g NOTES: 1. REFER TO LOR CHAPTER 23, (PARIONG LOTS) FOR COMPLETE DETAILS. 2 ACCESSIBILITY TO AND WITHIN SU161GS, INCLUDING THE PLACEMENT OF RAMPS, SHALL CONFORM TO THE LATEST EDITIONS OF THE D.C.A. ACCESSIBIUTY MANUAL, CHAPTER 558. PART V. OF THE FLORIDA STATUTES AND THE F.D.O.T. ROADW4Y & TRAFFIC DESIGN STANDARDS. 3. ALL PARKING STALLS SHALL BE DDJBLE STRIPED AND ALL STRIPING SHALL BE FOUR (4) INCHES WIDE. 4. HANDICAP ACCESWAY STRIPING SHALL BE LAID OUT ON 45' ANGLE SPACE AT 4' ON CENTER AS MEASURED ALONG THE ACCESSWAY. 5. BUILT-UP CURB RAMPS SHALL NOT PROJECT INTO TRAFFIC LANES. 6. AS AN OPTION, THE TWO FOOT PAVED AREA (FROM THE EDGE OF PAVEMENT OR CURB TO THE BACK OF THE WHc8_ STOP) MAY BE LANDSCAPED IN UEU OF ASPHALT. (SEE SECTION A -A),, 7. THERMOPLASTIC STRIPING IS RECOMMENDED AT ALL WALKWAYS M THE PARKING AREAS 8. PAINT SHALL BE APPLIED AT A RATE THICK ENOUGH TO PROVIDE SOLID WHITE/BLUE/BLACK ONES WITH NO LIGHT SPOTS OR PAINT SKIPS (15 MILS MIN.). 9. PARKING STALL AREAS SHALL HAVE A MIN. OF S" OF BASE COMPACTED TO 98% DRY DENSITY PER AASHTO T-180 SPEC. AND A MINIMUM OF I' OF TYPE S -III PAVEMENT. 6'-0" 6" 12' 3/4' 0 (IT'P) 12' 1" CL -^}- 2" TOP VIEW .1-f4 BAR �) N.LS, 5 BAR (2 REQ'D)_/1 !1 CONCRETE WHEEL STOP END VIEW N.Y.S. A R 2 71 21014 CORRECTED BUILDING DIVISION �r,-q e 11i=