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298 AQUATIC DR - PARKING LOT DWGS 6`10" HERCULES CLUB OAK Id www.rphr ID-11" LVOK 7" HECULES C'l 24" OAK A Full Service 1 A & E Firm Architects I C EE R R Y Engineers LVOK 20 Environmental I.y,10 K 115 P I N E OAK 0 is" OAK S690-10 'I Landscape Architects 8" OAK %% I M/EIP S Planners OAK - Structural 567 GRAPHIC SCALE Surveyors 7" O�� Traffic IF Transportation -,12" OAK 4 RENA NNS 0 10 20 40 < C� 15" PINE -C,'� U Offices in: 8" OAK I INCH 20 FEET a Florida 22" PI 24" PINE 1�1 0 A K a Puerto Rico *Connecticut 4' Ol GATE 9 Maryland '��16* PINE A/ 6' e Texas F A Vi N T 12 LVOK 12' OAK Is 3- A Is' PINE 15" OAK 8"10" PINE iL -CO LL w cc If PINE '�jz L 15" PINE 0 0 2" PINE P�AE > Ili PINE 11, AK '9�� PINE 59 />-_��RT 1 1 2 1�� I 9, 16" PINE 6' WPF 4"9" OAK �0` 0 A K CONIC DITC�i--, C >1 FINE 12" PINE�- OAll PAVEAENT 4' 0,0F -�ATF RT R"6 6 3 15" PINP ;E PINE 10'1 OAK 26.84 12" PINE J 6' WBIF iA/' Z'A CO RV 2' PINE )22" OA,,K RV P Ni S 9, R15' 10" PINEQ F7', �7 R& 1C PIN �Q —a- // I RT 15 R6' f 0-13- PINf, '15" PINE R3' S07047'1 2"E 24, 0 .0 P IN;- 95.43 13" NE > RT SNR - CI,F GATE-, RV/ PINE 4 DIED 3 11 2 Nc LES R311 tiNL - PINE 4� UF 7` LVOK R6' 14 1 F 112' PINE 011" PINE Cc 2 -- P EVA 0" DINE 3' ly� 9 IN R26" 7" CHLRRY 11' PINE 77 7" DINE A HC) 'A !�15- P�m ky Luj 12" PINE V- (HC) R30' A�4 Hl C0 'wr4" P;NL 4 Y R4W A---a- 0 z S86 08 37 E PINE .7 7717� is 9 PINE 9 c/ E 7/// 8" PIN , 0 S07047'1 2 E l:lii 0 01 TUy�__ �7' .. ... ?7,�i 1 PINE d IL 11 V/&F ASPHALT 4 T a: cl: d Cd 1 CNI 14.6 9' 181� MINI, ^Is /7 A Pl E '8"g"15" OAK rr- 1 PINE 7' Vill 46,,/ R�V 0 T 4' WOOD RAll z PINE 12" RNE 0 0 0 0 I Io U) d 18" PINE 12" RI4 18" PINE 0" INE L Plans Prepared By: "s PINE x CPH, Inc. Wi- 5200 Bell Rd.,Suite 220 V Jacksonville,FL 32256 4 Pil Ph:904.332.0999 I,- n NE Licenses: 00 Eng.C.O.A.No.3215 4 Survey L.B.No.7143 colvc SITE DATA Arch.Lie.No.AA2600926 V 12" PINE Lndscp.Lie.No.LCO000298 S STATEMENT OF INTENT: 5- ",71"R THE OWNER PROPOSE�TO CONSTRUCT ANEW PAVED I. A PARKING LOT. cA"cfE SITE ADDRESS: 298 AQUATIC DRIVE -J/ PARCELI.D.NUMBER: 177411-0100 SITE TOTAL AREA: 208,849±S.F.(4.79 AC. KEYNOTES LEGEND EXISTING USE: CHURCH D PROPOSED SWSL/4"(TYP). PROPOSED HANDICAP STRIPING,SEE DETAIL SHEET C-3. PROPOSED USE: CHURCH z 0 .j PROPOSED ARROW STRIPING PER DETAILS,SHEET C-3. AREA CALCULATIONS LL >00 Uj NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING > PAVEMENT. TOTAL PROPOSED IMPERVIOUS AREA: 1.28 AC le— — = (BUILDINGS,SIDEWALK&PAVEMENT) MENEM PROPOSED SIDEWALK,5%MAX.LONGITUDINAL SLOPE,2%MAX.CROSS SLOPE. z Z M TOTAL PERMITTED IMPERVIOUS AREA: PER SJRWMD PERMIT NO.4-031-110207-1 2.6 AC RELOCATE EXISTING LIGHT POLE 0 UJI D EXISTING SHREDDED SHINGLES PARKING AREA TO BE REMOVED EXISTING ASPHALT TO BE REMOVED FLOODZONE: z E m EXISTING SIGNS TO BE REMOVED THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X&AE,IN LU m Cl) ACCORDANCE WITH THE FIRM MAP OF DUVAL COUNTY,COMMUNITY PANEL 2 m 0 z NUMBER 12031CO408H.MAP REVISED JUNE 3,2013. 0 UJI cli 0 Ui SITE LEGEND PARKING INFORMATION C11 LL 8 TOTAL Uj 0 z SWSL/4" =SINGLE WHITE SOLID LINE 4"WIDE SPACES (D =PROPOSED PARKING COUNT PROVIDED PHASEI 36 PROPOSED SPACES:9'X I&STANDARD @ 90* �(HC) =HANDICAP SIGN(FTP-25) 40 4 PROPOSED SPACES: 12'X 18'ACCESSIBLE @ 90' EXISTING TREE TO BE REMOVED X TOTAL SPACES z U) to PROVIDED C14 PROPOSED LIMITS OF PHASE 11 83 PROPOSED SPACES:9'X 18'STANDARD @ 90' D PHASEII CONSTRUCTION 87 CES: 12'X IVACCESSIBLE @ 90' 4 PROPOSED SPA U) SURVEY INFORMATION 0 Almay,;call 81,two full business days befoie you Jig ! 3: Sheet No. 0 PREPARED B CLARY&ASSOCIATES 3830 CROWN POINT ROAD 27mm : I JACKSONVILLE,FLORIDA 32257 (904)260-2703 'n CC) ATTN.:GREGORY B.CLARY,PSM 0"2 cli �a..w�Ml. 9 1 DATE: 8-5-14 NOUN -24" OAKI�1� 8" MAPLE(,) www.cphcorp.com 61 , 20" OAK A Full Service 15" PINE: 0 18" OAK 0 -S69. A & E Firm PHASE 11 PROP.EXCAVATION 8" OAK LIMITS(TYP) Architects Engineers Environmental 4' Cl REl Landscape Architects 21- 2" OAK M/E/P iw"" PIKE- &�4 Planners 22" Structural GRAPHIC SCALE Surveyors 24" PINE 580 0 10 20 40 Traffic Transportation P A0 4' GA _46 Offices in: IF PH E I PROP.EXCAVATION Florida 16 PINE If 1 INCH 20 FEET + D 1 b' EASE Al E,'� I 71 LIMITS I "71 Puerto Rico 12 12" OAK If If 0 Connecticut /i /'/(� 't / "I / I i C4A' If / /1,11 / -,8f,O - Maryland rl / - i.46 "I If 5" OAK UIVIT Texas If If IS" Pli PINE If If 6.95 C ... Alu 2" P N Q If 9" PINE /�-�'77' 7.60 If If I f I I OAK 4.45 If r 6.85 all WEE '* : lt� I :-_4%40 _T1 6.60 '4� 7.55 12 PIN DITCH 0' COM I I 12" Pli 'e/ 7.80 FF; , -.7/ 4' OLFF GATE If If 'A An *18" PALM i If It 15" PINEe,-t DAK V1 PINE e' 12" 1 6 WEI 5, If 2 T >1 /'7 8- P)NE 10- If If 12" Plkll� C�22" Ole � / �/�// �Tr 7 3 / ,, / el/ 7�D 10" PIKC 13" P;NE If /I 'j z 8.20 7.75 7.0 5 A 11 1 11 r, e S07*47 12 E - I-E 15" PINE 13 PIN' If PIl Z"/ 'e" 14�1 3" INE -ARAUVG 95.43 /7 9" PINE 7.80 10 FINE 8.40 0- 7` PINE 4' 7'e VOl If 13" PIN PINE C 7.20 'L�l I- 0 f PINE 0 "n ell ee ip '0 12" PINE 0 > V, _F0_0 A_ e 7.50 PINE\ e'-k 7" PINE PINE 7.65 e- Q 98&NL��h 1'2" P!N"E", A— --7.6-7 AVID lq8s) el S-5- p 7.70 'T'L'EkAllTI8N- DI AN AR 0 ICRETE SLAB \':�'4" PINE ljl� e"A ""R kee�_! 8.10 A, 7, e/ P 85 If 7�2 9" PINE 7 11 .0 RAll 0- cc 7+3 M ff. S07*47 12 E 18" PINE -71 Tio &Rick A A ASPHALT ------- '(i 9 'j��W PINE 7.37 14.69 WALL N /'37 + Zl 18 PINE M.E. §7 -cl < z V" 'i . 11,\'7? 7� 11 �j 9 1,5 1B Cr-A'A'H!"Al FISK I ." 1 6 15" 1 PIM 8\ _OAK -1, t 18. ifto a: C-4 C14 T 6+8 r 4' WOOD PINE 6 d I 1 Ni 2" P! V ' R >1 /* "e ---- OW6., '18" PINE 8 5 12' PINE 7,e/e/1"' PINE 8, T C r 0 13'� OAK %J QO - — 2 z ;7 j 0. 1 PINE lvv e", 102" to 0 If i_111 1 0 a 0 < @ U') Plans Prepared Byi 0) 7-82 t- -tz��58 CPH, Inc. elolvc A + 5200 Beffort Rd.,Suite 220 10 12' PINE 8,10 Jacksonville,FIL 32256 S-ro 3 Ph:904.332.0999 'e Licenses: 0 Co 'If'LO P Eng.C.O.A.No.3215 5 Survey L.B.No.7143 Arch.Lic.No.AA2600926 Lndscp.LIc.No.LCO000298 0 SITE LEGEND z j U. DESIGN SPOT ELEV. EDGE OF PAVEMENT j (EOP) Z DESIGN SPOT ELEV. BOTTOM OF SWALE :2 W z PROP.DRAINAGE FLOW DIRECTION D PROP. V DEEP(MIN)SWALE ON bill E W/31 SIDE SLOPES @ 0.4% MIN.SLOPE(PHASE 1) (N z C14 4i PROP. VDEEP(MIN)SWALE 01101i — ——010i — e W/l SIDE SLOPES@ 0.4% w 0 Go MIN.SLOPE(PHASE 11) C-4 _SF— TEMPORARY SILT FENCE U) U. 04 RE:SHEET C-3 LU 0 z PROPOSED SILT FENCE a G INLET PROTECTION 3: RE:SHEET C-3 PROP.SIDE SLOPE z Lf) PROPOSED LIMITS OF PHASE 11 cc CONSTRUCTION N D 231 W NOTE: Sheet No. r) 1. SOD ALL DISTURBED AREAS WITH BAHIA SOD. .5 0 2. REFER TO SHEET CA FOR ASPHALT PAVING SPECIFICATIONS. cc 0�3 VICINITY MAP LOCATION MAP DUVAL COUNTY, FLORIDA SECTION 38-TOWNSHIP 2 SOUTH-RANGE 29 EAST orp.co www.cphc CONSTRUCTION PL ISIS FOR A Full Service A & E Firm Architects Engineers Environmental Landscape Architects -it",; lit M/EIP Planners SUNRIS COMMUNIT'If CHURCH 1� 1� Structural P t!�g 2- Surveyors N Traffic Transportation qll" jil;lj�i!I; fit Nit,5 lit I it@�,� till Offices in: �1111,0 il�ill�ll,lql fjl!;r�41 ityfo'5, Florida 298 AQUATIC DRI E Puerto Rico f�q t il!!j ",I Connecticut N Maryland X; ij�: �0 ti��;� a Texas ATLANTIC BEACH , FL RIDA Tt , ooMl #tp I , ", U,A.EN�4 d It i, � �ik, ,,, PARCEL 113w. 177411 siniii 100 j,"', �,W _44�A rcl ''M 5 .......... GENERAL STATEMENT AND PH SING .......... THE PROPOSED SITE DEVELOPMENT CONSISTS OF CONSTRUCTION OF AN ASPHALT PAVED PARKING LCIT FOR CHURCH PATRONS INCLUDING STRIPING, s VI I'll N" SIGNAGE AND DRAINAGE IMPROVEMENTS FOR STORMWATER RUNOFF. THE PROPOSED SITE DEVELOPMENT WILL BE CONSTRUCTED IN TWO (2) PHASES. >1 T� iIIP A, A 9,11796, iln� CONSULTANTS GENERAL NOTES GENERAL PROVISIONS IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE S. FIELD COMPACTION DENSITY,STABILITY,AND THICKNESS TESTING FREQUENCIES OF SUB-BASE,BASE,AND ASPHALT SHALL BE TESTED ANY AND ALL REQUIRED INTERPRETATION$OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP,STAGGERED LEFT,CENTER AND RIGHT OF CENTERLINE. WHERE LESS PLANS. THAN 300 LINEAR FEET OF SUB-BASE,BASE,AND ASPHALT IS PLACED IN ONE DAY,PROVIDE MIN.OF ONE TEST FOR EACH PER DAYS RE'V1k`:VVED 1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAS OWNER PERMITS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS SAMPLES COLLECTED ONCE EVERY`1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE(OR A MINIMUM OF ONCE PER DAY). Jacksonville Fire Prevention Dh. AND BREAKS IN GRADE SHALL BE ROUNDED.FINISHED SURFACES SHALL BE REASONABLY SMOOTH,,COMPACTED.FREE FROM IRREGULAR SUNRISE COMMUNITY CHURCH, INC. 2. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE-GRADER OPERATIONS. PAVING TIMING REQUIREMENTS 298 AQUATIC DRIVE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)GENERAL PERMIT FOR STORMINATER 0 DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS,THE CONTRACTOR IS 4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF'/�INCH PER FOOT FOR 10 FEET. FINISHED SURFACES ADJACENT TO [,,e L ATLANTIC BEACH, FLORIDA 32233 RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN(SWPPP),IMPLEMENTING,INSPECTING,MAINTAINING,AND PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN I INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE 1. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OF THE REMOVALIOPEN CUTTING OF EXISTING PAVEMENT (904) 524-1353 REPORTING ON ALL ELEMENTS OF THE SWPPP,COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT(NOI)AND NOTICE OF WITHIN 3 INCHES OF THE PROPOSED GRADE. CONSISTING OF STREETS,DRIVEWAYS,OR SIDEWALK. INSTALL FINAL SURFACECOURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING 0 NO EXCEPTIONS TERMINATION(NOT)FORMS AS THE OPERATOR,AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN I ACRE IN SIZE THAT ARE PAVEMENT. 13 EXCEPTIONS AS NOTED ATTN.ALLEN CAGLE NOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT,THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND S. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITHTHE DRAWINGS, FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-FSTABLISHED TO THE REQUIRED 2. AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASE AND SPECIFICATIONS. ELEVATIONS AND SLOPES AT NO ADDITIONAL COSTTO THE OWNER. COURSE. TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS Potimr COAT AND SANDING THE SURFACE, ENGINEER3. UNLESS OTHERWISE NOTED ON THE PLANS,THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. EXCAVATION,TRENCHING, AND FILL PERMANENT EROSION CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL Cot JRSE. CPH, INC. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNERS SURVEYOR. ANY DISCREPANCIES 3. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER FOOT COARSE AGGREGATE MATERIAL OR SHALL Plan reveiw and issuing of pern"t doe. BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BE PAVED V41THIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. -tot relieve Contractor of complying�with g 3 5200 BELFORT ROAD, SUITE 220 IMMEDIATELY. 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS,INCLUDING THE FLORIDA TRENCH JACKSONVILLE, FLORIDA 32256 SAFETY ACT(FS W.60-553.64). ANY MATERIAL.CONSTRUCTION METHODS,OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE SIGNS AND PAVEMENT MARKINGS State Fire Codes 4. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS,EASEMENTS,RIGHTS OF WAY,AND OTHER TOPOGRAPHIC INCIDENTAL TO THE CONTRACT. (904) 332-0999 INFORMATION HAS BEEN PREPARED GV OTHER PROFESSIONALS. CPH,INC.ASSUMES NO RESPONSIBILITY FOR THE ACCURACY or THIS INFORMATION. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF I. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH T14E"MANU4:,ohl UNIFORM TRAFFIC CONTROL DEVICES"AND THE ATTN. BRIAN P. CASSIDY P.E. TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. LATEST IMPLEMENTED EDITION OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDIsi STANDARD INDEX NO.11200,1 1SS0,11862,11863, a) 5. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS,WHICH CONTAIN THE NAME,ADDRESS,AND LOGO 0 11864,11865,17302,173",17346,17349,AND 17355 APPLY. GENERALLY,ALL MARKItOXSHALL CONFORM TO THE FOLLOWING:6"EDGE CU THE PROFESSIONAL. CPH,INC.IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE LINES,V-LANE LINES,6-SINGLE CIENTERLINES,AND 6"DOUBLE LINE PATTERNS,UNIESS OTHERWISE NOTED ON THE PLANS. SURVEYOR CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF 6. THE CONTRACTOR SHALL SUBMIT(6)COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERLAL� THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES,OR THE POND VOLUME IS NOT WITHIN THREE(3) 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS(TYPE 911-4"X 4-). RAISED PAVEMENT REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION,THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS,PRODUCT OAT PERCENT OF THE DESIGN VOLUME,THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST MARKERS ARE TO BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND FOOT INC�x NO.17352. 0 CLARY&ASSOCIATES, INC. AND SAMPLES FOR COMPLETIENESSAND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND TO THE OWNER. 141 z 4830 CROWN POINT ROAD FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE 3. PARKING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE�G61JIREMENTS OF FOOT SPECIFICATION SECTION 971, CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEERS REVIEW OF 4. FIELD DENSITY TESTING FREQUENCIES:A)ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFr OF GENERAL NON-REFLECTIVE WHITE TRAFFIC PAINT. JACKSONVILLE, FLORIDA 32267 SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER,IN WRITING AT THE TIME OF SUBMISSION,OF DEVIATIONS IN susasrrTALs BACKFILLING,MINIMUM 2 TESTS EACH LAYER;B)ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND `�t C�D U) Lo (904) 260-2703 FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AND UNDER STRUCTURES;C)ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RE;rROREFLECTIVE MATERIALS. THE BACK OF ALL a: d c: 1-- w PIPELINE TRENCH;D)ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL;E)ONE TEST PER 1000 SQUARE FEET OF PAVEMENT FINISHED PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION,THE FARR ATOR'S INITIALS,AND THE NAME OF THE SHEETING IN z N ATTN. JEFF STEINLE 7. PROTECT BENCHMARKS,PROPERTY CORNERS,AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS SUBGRADE,MINIMUM OF 2 TESTS. TNREE4NCH LETTERS. ad d ad (j) TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED,AS NECESSARY,BY SAME. S. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER 5. 114TERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTIVE. 51 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM,TESTING SHALL INCLUDE A) PIPING AND POSSIBLE. .0 STRUCTURAL EXCAVATION,BEDDING AND RACKFILL MATERIALS AND DENSITY TESTS;8)DETERMINATION OF COMPACTIVE EFFORT NEEDE D 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUP�ORTS IN THE FIELD PRIOR TO FABRICATION. �0 APPROVAL AGENCIES FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS;C)PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL A. ACCEPTABLE MATERIALS:AASHTO MM CLASSIFICATION A-1,A-3,A-2A A-24;ASTM D2487 CLASSIFICATION GIN,GP,GM,SM,SW,SP; t a) TESTING INCLUDING DESIGN MIX REVIEW,MATERIALS,FIELD SLUMP AND AIR CONTENT,AND FIELD AND LAB CURED STRENGTH SAMPLES UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 121/6 OF 7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. cm >2 4i 0 ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. z AND TESTIN a) 0. -ffi 0. C.) 8. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION,A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED. a) 0 9. IN ADDITION TO QUALITY CONTROL TESTING,THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR AN S. UNACCEPTABLE MATERIALS:AASHTO M145 CLASSIFICATION A-2-5.A-2-7,AA A-5,A-6,A-7,A-8;ASTM 024S7 CLASSIFICATION GC,SC,ML, 0 Q @ WORK(OR ANY PART THEREOF)IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, MH,CL,CH,OL,OH,PT;UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AN Plans Prepared By: ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION,TESTING OR APPROVAL. 6. PROVIDE BARRIERS,WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. CPH, Inc. CITYOF ATLANTIC BEACH 10. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE 7. SIDEWALKS,ROADS,STREETS,AND PAVEMENTS S14ALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS,EXCEPT AS 5200 Belfort Rd.,Suits 220 OWNER AND THE ENGINEER,APPROVED IN WRITING,AND COMPLYING WITH THE LATEST EDITION OF THE"RECOMMENDED REQUIREMENTS AUTHORIZED BY THE ENGINEER IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY Jacksonville,FL 32256 CITY OF ATLANTIC BEACH FOR INDEPENDENT LABORATORY QUALIFICATION",PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES. PASSAGE OF PEDESTRIANS,AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING Ph:904.332.0999 PROPERTY. Licenses: PUBLIC WORKS DEPARTMENT 11. TESTING RESULTS SHALL BE PROVIDED TO THE OWNERIOPERATOR AND THE ENGINEER ALL TEST RESULTS SHALL BE PROVIDED(PASSING Eng.C.O.A,No.3216 1200 SANDPIPER LANE AND FAILING)ON A REGULAR AND IMMEDIATE BASIS. 8. FURNISH,INSTALL,AND MAINTAIN,WITHOUT ADDITIONAL COMPENSATION,SHEETING,BRACING,AND SHORING SUPPORT REQUIRED TO INDEX OF SHEETS Survey L.B.No.7143 KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED,TO SUPPORT THE SIDES OF THE EXCAVATION,AND TO PREVENT ATLANTIC BEACH, FLORIDA 32233 12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES,DAMAGE OR DELAY THE WORK OR ENDANGER LIFE AND Arch.Lic.No.AA2600926 STRUCTURES,SIDEWALKS,PAVED AREAS,ACCUMULATED SILT IN PONDS,PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION,AS HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. Lndscp.Lic.No.LCO000298 (904) 247-5834 DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY I ATTN. RICKY L. CARPER, P.E. THE OWNER. 9. SHEETING3 SHORING,AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A C-1 �COVER SHEET SITE PREPARATION PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLO RIDk C-1A SPECIFIC PURPOSE SURVEY 10. ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH ST. JOHNS RIVER WATER 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER,THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTFVITIE S OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED VVITHIN THE PROJECT GEOTECHNICAL REPORT. C-2 ISITE DIMENSION AND GRADING PLAN WITHIN THE PROPERTY,RIGHT-OF-WAY,AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR MANAGEMENT DISTRICT DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY 11. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE C-3 OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS,AND REPLACE OVER EXCAVATED MATERIAL rENERAL DETAILS CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA WITH SUITABLE SOILS. 7775 BAYMEADOWS WAY, SUITE 102 COMPENSATION SHALL BE PROVIDED. JACKSONVILLE, FLORIDA 32256 12. EXCEPT AS OTHERWISE INDICATED,EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE. 2. STAKE OUT THE CONSTRUCTION,ESTABLISH LINES AND LEVELS,TEMPORARY BENCH MARKS,RATTER BOARDS,CENTERLINES,BASELINES, (904)"8-7913 AND REFERENCE POINTS FOR THE WORK,AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. 13. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY,COMPACTED,AND STABLE TO A DEPTH TWO FEET BELOW NOTES 0 ATTN.: JEFF REINDL REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES,LINES AND LEVELS,DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE THE BOTTOM OF THE TRENCH OR STRUCTURE. COMMENCING WORK. I _j 14. ALL BEDDING,FILL,AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR PLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN LL 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY,EASEMENTS,AND OWNER SECURED PROPERTY,PARTICULARLY THE INFLUENCE AREA OF ROADWAYS,STRUCTURES,FOUNDATIONS,OR SLABS,PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN >M LU THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. ALL OTHER AREAS,PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH. 1. TH E ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON NAVD 1988. 1-- 1— > w 15. MINIMUM DENSITY REQUIREMENT(ASTM 01557 ORAASHTOT180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF UTILITY PROVIDERS 4. WITHIN THE RIGHT-OF-WAY,EASEMENTS,AND OWNER SECURED PROPERTY,THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN Uj Z 13 ACCORDANCE WITH THE FOLLOWING SCHEDULE:NEW ROADWAY CONSTRUCTION-TREES AND SHRUBS TO REMAIN WHERE LOCATED MOF E ROADWAYS,STRUCTURES,SLABS,FOUNDATIONS=98 PERCENT;13ACKFILL AND FILL PLACED YVITHIN PUBLIC ROAD RIGHT-OF-WAY AND THAN 15 FEET FROM THE BACK OF CURB,OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS,WHICHEVER IS FURTHER UTILITY UTILITY EASEMENTS-95 PERCENT;BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT 95 PERCENT;BACKFA-L AND FILL () LU PIPELINE CONSTRUCTION-TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH,CENTERED ON THE PIPELINE. PLACED IN ALL OTHER AREAS-90 PERCENT. D - co E 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED,FENCED OR OT14ERWISE PROTECTED IN ACCORDANCE WITH DETAILS 0 w WATER M < 0 Ln THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD LU CITY OF ATLANTIC BEACH PAVING,SIDEWALKS.AND CURBING T 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS,AREAS > 2 CY z UTILITY DEPARTMENT FOR FILL AND SITE GRADING,AND BORROW SITES.REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. I. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 0 0 Go C� 902 ASSISI LANE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION. LO ATLANTIC BEACH, FLORIDA 32233 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWIS: 2. ROADWAY PAVING,BASE,AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. MATERIAL 0 C4 < OBSTRUCT THE WORK. (904) 270-2535 STABILITY AND DENSITY REQUIREMENTS ARE AS FOLLOWS: LL z ATTN. DONNA KALUZNIAK 8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES,PIPES OR LU 0 UTILITIES. A. TYPE SP STRUCTURAL COURSE(SP-12.5) U) UJ 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS,ROOTS LARGER THAN 2-IN DIAMETER,AND MATTED ROOTS. B. LIMEROCK BASE:MINIMUM LBR OF 100,PLACED IN 6"MAXIMUM LIFT$,COMPACTED TO A MINIMUM DENSITY OF 98%OF THE MODIFIED INNER > SEWER REMOVE TO A DEPTH OF NOT LESS THAN 18"BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. PROCTOR DRY DENSITY(AASHTO T-180). CONTRACTOR MAY SUBSTITUTE ASPHALT BASE COURSE TYPE 3(MIN.STABILITY OF 1000 LBS) Always c I I 81i two ful i t u s�ness CdY5 befcre you d q u 0 AT No ADDITIONAL COST,PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED LIMEROCK BASE. (.1) CITY OF ATLANTIC BEACH 10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREA& I C. SUBGRADE:STABILIZE TO A MIN.LBR OF 40,COMPACT TO A MINIMUM DENSITY OF 98%OF THE MODIFIED PROCTOR DRY DENSITY 8 UTILITY DEPARTMENT GRADING [AASTHO T-1 80). CONTRACTOR MAY SUBSTITUTE LIMEROCK SUBGRADE(MIN.LBR OF 100)OR CONTROLLED LOW STRENGTH MATERIAL z (0 (-FLOWABLE FILL"),PC(28 DAY)=100.125 PSI AT NO ADDITIONAL COST,PROVIDED THE STRUCTURAL NUMBER EQUALS OR EXCEEDS 04 902 ASSISI LANE :3 U) THAT OF THE SPECIFIED SUBGRADE. ATLANTIC BEACH, FLORIDA 32233 1. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. TH E -------- 2 co 0 CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. 3. SIDEWALKS ARE TO BE CONSTRUCTED INTHE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED 0 (904) 270-2535 0 SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS As SHOWN ON THE PLANS TO ACCOMPLISH THE OF 4"OF CONCRETE WITH A 2"AY COMPRESSION STRIINOTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE ATTN. DONNA KALUZNIAK GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL OF 110'. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION,LATEST EDITION. Sheet No. ACHIEVED. *NOTICE* 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FOOT CLASS"I" 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE THE SIZE OF THESE PLANS MAY HAVE BEEN L) SMOOTHLY TRANSITiONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE,AND NO UNUSUALLY STEEP OR REVERSE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-V ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FOOT SLIGHTLY ALTERED BY REPRODUCTION CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. n STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(LATEST EDITION)SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. PROCESSES,THIS MUST BE CONSIDERED WHEN C14 SCALING ANY REPRODUCED PLANS FOR THE 9 1, PURPOSE OF COLLECTING DATA. Map Showing a Topographic And Specific Purpose Survey of A PORTION OF THE CASTRO Y FERRER GRANT, SEC71ON 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA FOR: SUNRISE COMMUNITY CHURCH 1 10.6 7" MAPLE A 4-qi 10" CAMPHOR 1G"6* LVOK 10.5 AP.]p ID 4 4' CLF GATE V CLF GATE 9.7 11- PINE 1* -*2- PALM 4' 40P Iz *9.7 P CL� 7" OAK 1 WD '5" N 8- LVOK(�.. /15" CHERRY 7" HOLLY 0 C46' LVOK Q4P 0) 12* OAK C4r 04 7t OL Ln 6*10' HERCULES CLUB 7' OAK 13 9* LVOK 11" LVOK JPID 9.2 7" HECULES CLUB(O- LVOk *1- LVOK OAK 8" MAPLE(jb 10" LVOK LVOK (�W- LVOK 10* 0 �011* LVOK 11" CHERRY (09- ELM (�.W- LVOK 61 9. 20' OAK LVOK 15" PINE'�6 ll:�::I'K: ZZ 9*10, 8- OAK 8" OAK 8" OAK (*9- OAK 9" LVOK 9- OAXXjo� 7 OM 2� OAK �Oy- 15" PINE 4' CLF REMAINS -A �A6 SO$ S' OAK 22- PINE�46 24- PINE I�II6 .1 IS' OAK 1/12- IP, LB 67;S�,' 8j7 4' CLF CA 746 1 6* PI .9 6' (0 15' EASEMENT 10' OAK 845 12' OAK 4' (i. QP TAT' -T) 10* LVOK 16* INE 15" OAK -41411AIS 7" LVOK 7* R' LVOK 9' LVOK > -10.�4j-4 70 C4,No�l 8"10' PINE 746 1 2" LVOK 7�5 -1 J� 8' CHERI 9' PINE .4 t3 -C 1*4`12* PINE( 1�6 9" PINE b, t I . 11- PINE,�6 -1/2' IP, NO ID 9- PINE 11" OAK 12" OAK 7q2 16* PINO' 4 6' WBF �,�O' PINE 9*9* OAK 10' OAK �-9612- PI CONIC DIT04 1-C 7" 01 12" PINE PAVEMENT CLF GATE -*18- PALM le PINE (410' OAK 744 ;A6 1*1" PINE 12* PINE 6- WBF 10-7- OAK 5. 4.28 -n CT 8.5/ 12" PINE�#- (j022- OAK P E 5. 2e PINE,, 740 lor PINE7��6 10, PI ID LOT I-S 14-1.3" PINE S" OAKC1008" OAK 11" PINE�ii, 6#7 1*13" PINE 15" PINE FF 8,4 S07*47'1 2"E -Te,-PINE�-16 '*13- PINE PARKING 1 95.43 1�69" PINE CUE CA SHREDDED SHINGLES 10 PINE j*r P (jW LVOK 4! C INE INE 18* P 12" PINE '�j* (0 9. *1- PINE 7.411� PINE 1�612- PINE -A PI 'J��6 LOT CRIll I I TOP=6.41 7' CHERRY 11" 7* PINE -1*5' PINE STRUCTURE FULL OF F� WATER AND DEBRIS LAIC 12* PINEt -6.70 V plen 745 BOTTOM STRUCTURE ELEV- C3, 5-5. DW FF TOP-6�54 -W CK % STRUCTURE FULL 01�, 8.66 WALL 67 PINE WATER AND DEBRIS' BOTTOM STRUCTURE ELEV�-6.64 8.9 7.27 �r*o- PINE 7.2 4 X CUT Frt. AIVO FR, a I S86*08'37"E- 9-J4 444C .01 E 18" PINE ".-lo'- X S07-47'1 gap B 1*1" PINE ASPHALT .62 6.68 14.69'��lll BRICK WALL -qr �.6 7.37 6.90 18" PINE e--I DISK 0 15- PINE* 7" PINE PIK NAIMPM" 95 6.66 m 60 4' WOOD RAIL .90 8" PVC SS PINE 645 .87 4 92 12- ---V� SS�Ss�Ss 33 18" PINE SS 33 9 1 M.H. INV--O.25 CONC .9 18" PINE 12" PIN%6 10' NE* DI MI& TOP-634 a. _�44�PINE -7.17 649 1(*..JWT�SLOPORE FULL OF .11 13" OAK(�6 7 E :NV'Ig�12 TER AND SERFS S NV= .8 �*6 BOTTOM STRUCTURE ELN-5.51 1 3* PINE SW INV�-O.02 7.6 18. PINE .82 se V-3. CONC 12' PINE -A/c PAD .3 �-16 7.1 (_A *Go '03 AND 7*0 r-A rpt6a. FPA44C L4 0. 56 VO GENERAL NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD 1983 (1990 NGS ADJUSTMENTS.) AND ARE REFERENCED TO THE WESTERLY RIGHT OF WAY OF AQUATIC DRIVE, AS S12-13'40-E. 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC & SPECIFIC PURPOSE LEGEND SURVEY SHOWING TREES IN ACCORDANCE WITH THE CURRENT CITY OF ATLANTIC BEACH TREE ORDINANCE. R = RADIUS @ = STORM DRAINAGE MANHOLE 3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. L = ARC LENGTH A = DELTA ANGLE = SANITARY SEWER MANHOLE 4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND CB = CHORD BEARING = LIGHT POLE IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. CH = CHORD LENGTH = INFORMATION SIGN P.B. PLAT BOOK qb = UTILITY POLE GRAPHIC SCALE 5. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD '88) PG. PAGE = GUY ANCHOR 30 0 15 30 so 120 AND ARE REFERENCED TO A BOX CUT ON A CURB INLET, ELEVATION=7.39 (NAVD '88)-ON THE SOUTH R/W RIGHT OF WAY = ELECTRIC METER SIDE OF ATLANTIC BLVD, BETWEEN BRANT BLVD AND AQUATIC DRIVE. ELEV ELEVATION INV INVERT = CABLE TELEVISION UTILITY BOX io 6. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL U11LIZE THE GRAPHIC PVC POLYVINYL CHLORIDE PIPE SCALE AS SHOWN. RCP REINFORCED CONCRETE PTPE 0 = 4"X6" WOOD POST IN FEET C.B. CATCH BASIN 7. +7.3 DENOTES SPOT ELEVATION ON GROUND. M.H. MANHOLE 11 = 1.3'Xl.3' STUCCO COLUMN I inch 30 ft. CONIC CONCRETE CLF = CHAIN LINK FENCE 8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. WBF = WOOD BOARD FENCE -MI = OVERHEAD UTILITY LINES 9. TREES NOT LOCATED EXCEPT AS SHOWN HEREON. FIFE = FINISHED FLOOR ELEVATION - FENCE LINE. SIZE/TYPE AS NOTED I.P. = IRON PIPE 04A 10. MEASUREMENTS ON TREES REFER TO DIAMETER DIMENSIONS AT BREAST HEIGHT LEVEL (DBH). ID = IDENTIFICATION CRM CRAPE MYRTLE 11. TOPOGRAPHY LIMITED TO AREAS SHOWN HEREON. LVOK LIVE OAK DIR DIRECTION ONLY REMSION DATE DRAFTER WORK ORDER NO. REASON FOR REVISION THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF RIM= 4 AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17, DO INV=0.33 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 1 472.027. FLORIDA STATUM. UNLESS OTHERWISE SHOVIN V) AND STATED HEREON. CNI F- IHIS DRAWING� SKETCH, PLAT OR MAP IS NOT VALID UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL C a r RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND jkAssociates z MAPPER (CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS&MAPPERS LLJ LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA a2257 (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014-337 DRAFTING: GCC PARTY CHIEF: HENDERSON F.B. 805L Pg. 54-55 CAD FILE: 2014-337 TOPO.dwg CHECKED BY: DATE: 08-05-2014 GREGORY B. CLARY, P.S.M. CERT. NO. 3377 FILE No.T2S-841 F 15" PINE ;eU Ukly�,_JI all 1 OAK S69. 5" �;AK 01 84A www.cphcorp.com A Full Service 4' Cl REMAINS 12" OAK a4-4, A & El 5" DAK, 22" PIl 24- PINE Architects 9+4 N 7 Engineers Environmental ...... 4' Cl GAIF - Landscape Architects r 5.40 5.80 716 -T M/E/P '-�,7�9 Planners 16" ,PINE /7f 6.80 f 1� If 15' EASEMENI If 'w, I/ / /, :'7�-1111�" 0 Structural /'IQ 12" OAK GRAPHIC SCALE Surveyors D Traffic If Transportation llg / I I A / // ,/ 0 10 20 40 If 7.40 Ciffices in: 115" OAK "As I INCH 20 FEET a Florida Z ao 6 *Puerto Rico 4-" FINE If // --7/1,-- 1 f / If 15" �P,,!At m 9 Connecticut PIN 7.60 6 4.75 5 Maryland N E 11' A a Texas -1+2 PINE 4A5 9, wi AK 6 6.50 12" PINE 7.80 6- Oil C�INC DITC I q A M 5' 7.55 R 4� Cl c.,5,Tr I"AVEI R 7- R9' 91 12" l 6' )NO F r M T X1 h==: 15" PIKE C" OAK 71 3 744 PINE If 5 RV 1,2 6 12" PINE -`192" OAK RV Kl /�7 1 '7 15 51 ut It 10' PINE-� 91 4,3 �-% N R3' ICY' PINE Z ....... 8.20 7.0 - 7.75 R3' 5:, 6�7 !'I" PINE R& I PIN /46 --z RV P IN F 24' S0704712 E 0 0 S�A 620 /R3' IINE 9 5.43 9 '4' OLF GATE� PINE — — 7 @ 0 2 'FO SkIING11 3 780 RT 10" 1 , 8.40 6 - �"),7- !-VOK R6 L�q�7' 1 4 6 18" PINE '2�' PINE 3 7.20 2 12, 9- PlNi 7, 3 A 0 I"' Pli 766 5 6.10 If 3' 12' r7.50 R25' 7" Oil 8.00 RT 7" PINE 1��-i 51 P IN 70, BENCHMARK I Fnm yJ 12" PINE ------ Bi2 V a NAA'D 0 L NAI AND ADY Li U1 > 71�_J ON C� I'l 13� (D 7,63 IX -7Z PINE 7' 9 R49' 85 7 II ..... 2 k tIOO 81 1 9" PINE _A0 S86* 8 19�' 9 88 - 8 08),37"PE gol, S07047'1 2"E 34 18" PINE 7.20 .96± C-2/ —aw- ------ ------- I" PINE ASPHAL,T 41 X A IAL 1- 4 E. PIN 7" 1 6.98t 1(�N DISK ci 15'* PINE _wRICK 08 -P 37 14.69 A E V,�F, N! 'ON"' SLAB a) k6 R3 7 yb/ ' cl AT 6,�2 7 4� PINE 4' WOOD RAIL C1 C6 z 0 IF" PINE 8 75 Y*, I F+6 12�� dit If did E- �INE see .2" PI 8�� QO d 13" OAK (0 A I i i2 (L ul I Cl Z� 1 V: Ed Cl 0 ad 3�' PINE V U 2 P-Aq 7,6+ P P P, F�E (,n 2 Be >1 -j z OA, a > 0 pA �: 0 2 12" 1 +7,1 M 0, CL M 0 0 Am, 7tO A'75 1�-'zeA WO Plans Prepared By: CPH, Inc. 5200 Belfort Rd.,Suite 220 Jacksonville,FL 32256 Ph:904.332.0999 Licenses: El C.O.A.No.3215 Survey L.B.No.7143 KEYNOTES LEGEND SITE LEGEND SITE DATA Arch.Lie.No.AA2600926 Lndscp.Lie.No.LCO000298 PROPOSED SWSL If 4-(TYP). SWSL/4" =SINGLE WHITE SOLID LINE/4"WIDE STATEMENT OF INTENT: PROPOSED HANDICAP STRIPING,SEE DETAIL SHEET C-3. PROPOSED PARKING COUNT THE OWNER PROPOSES TO CONSTRUCT A NEW PAVED PARKING LOT. PROPOSED ARROW STRIPING PER DETAILS,SHEET C-3. �(HC) HANDICAP SIGN i SITE ADDRESS: 298 AQUATIC DRIVE NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING PAVEMENT. DESIGN SPOT ELEV. EDGE OF PAVEMENJ MBER: PROPOSED SIDEWALK,5%MAX,LONGITUDINAL SLOPE,2%MAX.CROSS SLOPE. (EOP) PARCEl 177411-0100 z RELOCATE EXISTING LIGHT POLE DESIGN SPOT ELEV-=\�X�, BOTTOM OF SWALE, SITE TOTAL AREA: 208,849±S.F.(4.79 AC. D j EXISTING SHREDDED SHINGLES PARKING AREA TO BE REMOVED PROP.DRAINAGE FLOW DIRECTION EXISTING USE: CHURCH 0. EXISTING ASPHALT TO BE REMOVED PROPOSED USE: CHURCH 0 aE I(D EXISTING SIGNS TO BE REMOVED PROP. VDEEP SWALE lip z 0 Ii SIDE SLOPES @ 0.4% MIN.SLOPE(PHASE 1) AREA CALCULATIONS >= LLI PROP. I'DEEP SWALE= TOTAL PROPOSED IMPERVIOUS AREA: 1.28 AC (BUILDINGS,SIDEWALK&PAVEMENT) W13:1 SIDE Sl @ 0.4% 1 MIN,SLOPE(PHASE 11) TOTAL PERMITTED IMPERVIOUS AREA: 0 z EXISTING TREE TO BE REMOVED X PER SJRWMD PERMIT NO.4-031-110207-1 2.6 AC NOTE: 1. SOD ALL DISTURBED AREAS WITH BAHIA SOD. FLOOD ZONE: z PROPOSED LIMITS OF PHASE 11= 2 [/17 1 1 < E CONSTRUCTION THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X&AE, IN 2. REFER TO SHEET C-3 FOR ASPHALT PAVING SPECIFICATIONS. ACCORDANCE WITH THE FIRM MAP OF DUVAL COUNTY,COMMUNITY PANEL 6 NUMBER 12031CO408H.MAP REVISED JUNE 3,2013. z z SF— TEMPORARY SILT FENCE 0 I? RE:SHEET C-3 0 00 PROPOSED SILT FENCE C14 INLET PROTECTION z PARKING INFORMATION RE:SHEET C-3 LU LL > 0 TOTAL W 0 z SPACES PROVIDED w 36 PROPOSED SPACES:9'X 18'STANDARD @ 90- PHASEI LU 40 4 PROPOSED SPACES: 12'X 18'ACCESSIBLE @ 90' TOTAL SPACES CO) PROVIDED 0. 83 PROPOSED SPACES:9'X 1 B'STANDARD @ 9 PHASEII 87 4 PROPOSED SPACES: 12'X 18'ACCESSIBLE @ 90' SURVEY INFORMATION 0 Aways cafl 8,-tv.,o full busilless days befoe you dig I 4 Sheet No. ED BY: CLARY&ASSOCIATES 2 3830 CROWN POINT ROAD JACKSONVILLE,FLORIDA 32257 �C C D EITC-1-1— �IZI`El _i,I (904)260-2703 V"2 ATTN.:GREGORY B.CLARY,PSM DATE: B-5-14 T R. 50 9 V-0. 2.EXCAVATE A 4"X4"TRENCH www.cphcorp.com 1.SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES A,Full Service 6-M�x A & E Firm v "'90 23 23 Architects Engineers Environmental 4� �0. Landscape Architects MIE/P Planners 3.STAPLE FILTER MATERIAL 4.BACKFILL AND COMPACT 15'FDOT TYPE S ASPHALTIC CONCRETE HAVING A Structural TO STAKES AND EXTEND G MINIMUM MARSHALL STABILITY OF 1500LBS AND A FLOW Surveyors IT INTO THE TRENCH. THE EXCAVATED SOIL. 3" V-6" RANGE OF 0.07TO 0.12 INCHES. MIXDESIGNSHALL Traffic I Transportation CONFORM TO THE SPECIFIC REQUIREMENTS FOR TYPES ASPHALTIC CONCRETE OUTLINED IN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCITON, Offices in: 2000 EDITION of parking *Florida 4 space G 6"LIMEROCK WITH 98%MODIFIED PROCTOR MAXIMUM &Puerto Rico 4' 4' DRY DENSITY(AASHTO T-180,ASTM D 1557)TO YIELD 4 4" HANDICAP SYMBOL MINIMUM LBR=100. e Connecticut NTS 12"SUBGRADE STABILIZED WITH 98%MODIFIED PROCTOR e Maryland SHEET FLOW INSTALLATION MAXIMUM DRY DENSITY(AASHTO T-1 80,ASTM D 1557)TO a Texas (PERSPECTIVE VIEW) YIELD MINIMUM LBR=40 AS SPECIFIED BY FDOT TMAX 4"CONCRETE REQUIREMENTS FOR TYPE B STABALIZED SUBGRADE. A-41 SLAB F" STANDARD DUTY ASPHALT �011d A�9 F�OW ............... C.7 5- - o ." CO < LU P ju LU P Po OINT'N SHALL BE IC 0,4 HIGHER THAN POINT'B' 0 in DRAINAGEWAY INSTALLATION A PLAN JOINTS @ 5' (FRONT ELEVATION) FLEXIBLE PAVEMENT NOTE:INSTALL IN ACCORDANCE WITH SILT FENCE DETAIL,EXCEPT AS NOTED ABOVE. DETAIL NT.S 2"SAND 4"P.C.CONC'R�'ETE co SECTION A-A MINIMUM 3000 P.S.I. CONCRETE REQUIRED SEDIMENTATION SILT FENCE NOTES: WITHOUT WIRE SUPPORT 1. 3/4N4"PREMOLDED EXPANSION MATERIALS AROUND P.P.OR OTHER STRUCTURES IN WALK. 2" N.T.S. 2. EXPANSION JOINTS MAXIMUM DISTANCE=100',USED 3/4"x4"PREMOLDED EXPANSION MATERIAL. MOUNT 3. CONTRACTION JOINTS MAXIMUM DISTANCE=21',SAW CUT 2"DEEP AND FILL WITH HOT POURED SEALER. SIGN HERE 4. SAW CUT JOINTS WITHIN 24 HOURS. C 0 CONCRETE SIDEWALK DETAIL "U"-CHANNEL POST-1 .@ 7 > N.T.S. (2 LBS./FT.) 0) TBOLLARD IN 9 2' TRAFFICARE�S SLOPE TOP �_5'�MIN r x r STAKE CONCRETE CURB&GUTTER TYPICAL) OF CONCRETE PN FRAME (TYP.) _j 2-X�WOOD RAME GROUNDSURFACE ' �4 MIN 1 FABRIC dt FLARED OPTION PC CONCRETE MAX.. GRATE DROP INLI!TW�. XMIN. 'FABRICUNDERG'I�ATE XDETECTABLE WARNING AREA(TRUNCATE DOME P D SEE SITE PLAN FOR CROSSWALK IT P C ATTERN SHALL BE N-LINE WITH DIRECTION OF Tp� V L) STRIPING(IF SHOWN ON PLAN) TRAVEL) V-6- FABRICEXTENDS1'MINNk.. /-CONCRETE SIDEWALK 0 GATHER 44 .1 < z EXCESS NOTE: AT CORNERS ALL SIGNS SHALL COMPLY WITH U.S.DEPARTMENT OF TRANSPORTATION,FEDERAL HIGHWAY ADMINISTRAT d (j [ON'S L0 z z "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (1: C� :!t (0 2 o n LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST 13i a: (i 136 C%j SILT FENCE INLET PROTECTION z w 2%MAX. U) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. N.T.S. >1 >1 .0 STANDARD SIGN BASE T > 0 N.T.S. .0) 3: 0 2 z �5 2 0 CL M A (D = (3. 0 @ 0 < -5 AREA Plans Prepared By� \-CURBED OPTION KEYNOTE LEGEND CPH, Inc. A CONCRETE CURB AND GUTTER(SEE PLAN) 5200 Beffort Rd.,Suite 220 B LIMITS OF DETECTABLE WARNING AREA(T PLAN PER ADA ON-SITE OR AS REQUIRED BY FOOT Jacksonville,FL 32266 INDEX#304 WITHIN RVV) Ph:904.332.0999 C LIMITS OF RAMPED SIDEWALK,1:12(8.33% Licenses: SLOPE MAX) DETECTABLE D LIMITS OF LANDING AREA(5-ON-SITE OR AS NING Eng.C.O.A.No.3215 REQUIRED BY FOOT INDEX#304 WITHIN RfW) 2. 7 RLP VARIES Survey L.B.No.7143 Top OF RAMP Arch.Lic.No.AA2600926 (ROUNDED) Lndscp.Lic.No.LCO000298 j 2./.MAX e AGGR E BASE COUR E��ACTED = T S P r 4-2- To 90T.S ANDARD PROCTOR P AL) SECTION A-A 12" w U.1 Ljj NOTES 0 LLJ w 3 3 - M M M cc) M 1- DETECTABLE WARNING AREA(INCLUDING COLOR,TRUNCATED DOMES,SPECIFICATIONS,ETC.)$HAUL BE N M ACCORDANCE WITH FOOT INDEX#304 LATEST EDITION 4) 2, ALL MATERIALS FOR TRUNCATED DOMES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH 0 3. ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS, (A) THE RAMP DETECTABLE WARNING SURFACE$HALL BE COMPLETE AN D UNIFORM IN COLOR AND TEX11JRE U. (B) 90%OF THE INDIVIDUAL TRUNCATED DOMES MUST COMPLY WITH THE DESIGN CRITERIA >= LU (C) THERE MAY BE NO MORE THAN 4 NON-COMPLYING DOME$IN ANY ONE SQUARE FOOT OF SURFACE E (D) NO TWO ADJACENT DOMES MAY BE NON-COMPLIANT E) SURFACE MAY NOT DEVIATE MORE THAN OAW FROM A TRUE PLANE PERM in ONLY L) LU ADA RAMP DETAIL a N.T.S. $250 FINE F.S.316.1955 < OD L2D) ILPI A 4- L-J I; :M_3, Note: CY z z Z_U TOW AWAY OR LU a ZONE z 0. ALL TRAFFIC FLOW ARROWS TO LU SEE HANDICAP 12.00'_�-' 12.00' 12.0 12.00' BE SOLID WHITE REFLECTIVE < 5.0 - TRAFFIC PAINT AS PER 04 < Or SYMBOL DETAIL A LU SIGNS USED AS PER FLORIDA STATUTES LL z DIMENSIONS BELOW. PARKING BY w 0 DISABLED 5.00' LU FTP 25 PER FS 316.1955,FS 316.1956 IMENSIONS BELOW 4 Ap! 4 4 1. ALL LE17ERS ARE 1"SERIES"C"PER MUTCD < 3-6"WHITE CHEVRONS 4 A 4 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED LU EQUALLY SPACED PER AISLE 4 4 4 3-6"WHITE CHEVRONS (ENGINEERING GRADE)BLUE BACKGROUND WITH WHITE EQUALLY SPACED PER AISLE REFLECTORIZED LEGEND&BORDER. _O�� 1?_ z 10� 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED C11 (ENGINEERING GRADE)WHITE BACKGROUND WITH BLACK D DISABLED PARKING SIGNS DISABLED PARKING SIGNS ...... OPAQUE LEGEND&BORDER .0 IN BOLLARDS PER IN BOLLARDS PER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED ATLANTIC BEACH (D ATLANTIC BEACH (ENGINEERING GRADE)WHITE BACKGROUND WITH BLACK REQUIREMENTS REQUIREMENTS OPAQUE LEGEND&BORDER 4-9" Sheet No. 5. ONE(1)SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0"CLEARANCE TO FINISH GRADE CAM3 TYPICAL PAVEMENT MARKINGS to HANDICAP PARKING DETAIL TYPICAL HANDICAP SIGN SCALE:1"=W N.T.S, N.TS. T R. m 50 9 V-0. 2.EXCAVATE A 4"Xil"TRENCH www.cphcorp.com 1.SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES A,Full Service 6-M�x A & E Firm v "'90 23 23 Architects Engineers Environmental 4� �0. Landscape Architects M/E/P Planners 3.STAPLE FILTER MATERIAL 4.BACKFILL AND COMPACT 15'FDOT TYPE S ASPHALTIC CONCRETE HAVING A Structural TO STAKES AND EXTEND THE EXCAVATED SOIL. G IT INTO THE TRENCH. MINIMUM MARSHALL STABILITY OF 1500LBS AND A FLOW Surveyors 3" V-6" RANGE OF 0.07TO 0.12 INCHES. MIXDESIGNSHALL Traffic I Transportation CONFORM TO THE SPECIFIC REQUIREMENTS FOR TYPES ASPHALTIC CONCRETE OUTLINED IN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCITON, Offices in: 2000 EDITION of parking *Florida 4 space 6"LIMEROCK WITH 98%MODIFIED PROCTOR MAXIMUM &Puerto Rico 4' 4' G DRY DENSITY(AASHTO T-180,ASTM D 1557)TO YIELD 4 4" HANDICAP SYMBOL MINIMUM LBR=100. e Connecticut NTS 12"SUBGRADE STABILIZED WITH 98%MODIFIED PROCTOR e Maryland SHEET FLOW INSTALLATION 0 MAXIMUM DRY DENSITY(AASHTO T-1 80,ASTM D 1557)TO a Texas (PERSPECTIVE VIEW) YIELD MINIMUM LBR=40 AS SPECIFIED BY FDOT TMAX 4"CONCRETE REQUIREMENTS FOR TYPE B STABALIZED SUBGRADE. A-01 SLAB F" STANDARD DUTY ASPHALT �011cl A�9 ......... F�OW ...... ... C 5- - o ." CO < LU P LU P Po OINT'N SHALL BE H HIC -- 1-6 IGHER THAN POINT'B' DRAINAGEWAY INSTALLATION A PLAN JOINTS @ 5' . ....... zw� (FRONT ELEVATION) FLEXIBLE PAVEMENT ,Iil- �X. I e P, NOTE:INSTALL IN ACCORDANCE WITH SILT //// DETAIL FENCE DETAIL,EXCEPT AS NOTED ABOVE. NT.S 2"SAND 4"P.C.CONCRETE co SECTION A-A MINIMUM 3000 P.S.I. CONCRETE REQUIRED SEDIMENTATION SILT FENCE NOTES: WITHOUT WIRE SUPPORT 1. 3/4N4"PREMOLDED EXPANSION MATERIALS AROUND P.P.OR OTHER STRUCTURES IN WALK. N.T.S. f 2. EXPANSION JOINTS MAXIMUM DISTANCE=100',USED 3/4"x4"PREMOLDED EXPANSION MATERIAL. MOUNT 3. CONTRACTION JOINTS MAXIMUM DISTANCE=21',SAW CUT 2"DEEP AND FILL WITH HOT POURED SEALER. SIGN HERE 4. SAW CUT JOINTS WITHIN 24 HOURS. C 0 CONCRETE SIDEWALK DETAIL "U"-CHANNEL POST N.T.S. (2 LBS./FT.) > TBOLLARD IN TRAJFFICARE�S SLOPE TOP �_5'�MIN rxrSTAKE CONCRETE CURB&GUTTER TYPICAL) OF CONCRETE PN FRAME ------ (TYP.) _j 2-X�WOOD RAME GROUNDSURFACE 1F Al 1. L MIN, 6. 1 FABRIC dt FLARED OPTION PCCONCRETE� MAX.. 9 GRATE DROP INLI!TW�. XMIN. 'FABRICUNDER_'.'�TE XDETECTABLE WARNING AREA(TRUNCATED DOME P SEE SITE PLAN FOR CROSSWALK ATTERN SHALL BE N-LINE WITH DIRECTION OF r T V L) STRIPING(IF SHOWN ON PLAN) TRAVEL) FABRIC EXTENDS 1'MIN /-C(.)NCRETE SIDEWALK 0 GATHEREXCESS z NOTE: ATCORNERS ALL SIGNS SHALL COMPLY WITH U.S.DEPARTMENT OF 136 C) TRANSPORTATION,FEDERAL HIGHWAY ADMINISTRATION'S L0 3� z C"I z "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (1: d C� :!t (0 o n LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST ed a. d 136 SILT FENCE INLET PROTECTION 2%MAX. I U) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. N.T.S. IN ..1 .0 .0 STANDARD SIGN BASE .0 0 N.T.S. i6 6 .2) 2 z 0 3: a ig M iAr( 0) E2 8. 0 @ CI 0 < w a C D LANDINGAREA Plans Prepared By� KEYNOTE LEGEND \-CURBED OPTION CPH, Inc. A CONCRETE CURB AND GUTTER(SEE PLAN) 5200 Beffort Rd.,Sufte 220 B LIMITS OF DETECTABLE WARNING AREA(T PLAN PER ADA ON-SITE OR AS REQUIRED BY FDOT Jacksonville,FIL 32266 INDEX#304 WITHIN R1W) Ph:904.332.0999 C LIMITS OF RAMPED SIDEWALK,1:12(8.33% Licenses: SLOPE MAX) DETECTABLE D LIMITS OF LANDING AREA IS ON-SITE OR AS NING Eng.C.O.A.No.3215 REQUIRED BY FOOT INDEX#304 WITHIN RJW) 2. 7 RLP VARIES Survey L.B.No.7143 F RA P Arch.Lic.No.AA2600926 Top 0 DE M Lndscp.Lic.No.LCO000298 (ROUN D) j 2./.MAX MC e AGGR TE BASE COURSE PACTED r To 90T.S ANDARD PROCTOR �PAL) 4-2- SECTION A-A 12" w U-1 w LLJ w NOTES M M M cc) M 1- DETECTABLE WARNING AREA(INCLUDING COLOR,TRUNCATED DOMES,SPECIFICATIONS,ETC.)$HAUL BE N M ACCORDANCE WITH FOOT INDEX#304 LATEST EDITION 4) 2. ALL MATERIALS FOR TRUNCATED DOMES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH 0 3. ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS7 (A) THE RAMP DETECTABLE WARNING SURFACE$HALL BE COMPLETE AN D UNIFORM IN COLOR AND TEXTURE LL (B) 90%OF THE INDIVIDUAL TRUNCATED DOMES MUST COMPLY WITH THE DESIGN CRITERIA >= LU (C) THERE MAYBE NO MORE THAN 4 NON-COMPLYING DOME$IN ANYONE SQUARE FOOT OF SURFACE E (D) NO TWO ADJACENT DOMES MAYBE NON-COMPLIANT E) SURFACE MAY NOT DEVIATE MORE THAN 0.1W FROM A TRUE PLANE in Z ONLY L) LU ADA RAMP DETAIL a N.T.S. $;250 FINE LL, 4- W fC=C)U I; :M_3, < F.S.316.1955 CY z z Z_U Note: LU 0 z ALL TRAFFIC FLOW ARROWS TO DICAP 12.00',�' 12.00, 5.0 12.001 BE SOLID WHITE REFLECTIVE LU < SEE HAN 12.00 04 Ir TRAFFIC PAINT AS PER SIGNS USED AS PER FLORIDA STATUTES LU SYMBOL DETAIL A z DIMENSIONS BELOW. LL LU 0 PARKING BY DISABLED PFPUIT J OW AWAY ZONE 5.00' LU FTP 25 PER FS 316.1955,FS 316.1956 0 I ---7- 1 A IMENSIONS BELOW 4 Ap! 1. ALL LE17ERS ARE 1"SERIES"C"PER MUTCD < 3-6"WHITE CHEVRONS 4 A' 4 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED w EQUALLY SPACED PER AISLE A 4 A 4 4 3-6"WHITE CHEVRONS (ENGINEERING GRADE)BLUE BACKGROUND WITH WHITE EQUALLY SPACED PER AISLE REFLECTORIZED LEGEND&BORDER. z 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED C11 (ENGINEERING GRADE)WHITE BACKGROUND WITH BLACK D ...... DISABLED PARKING SIGNS DISABLED PARKING SIGNS OPAQUE LEGEND&BORDER .0 IN BOLLARDS PER IN BOLLARDS PER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED ATLANTIC BEACH (D ATLANTIC BEACH (ENGINEERING GRADE)WHITE BACKGROUND WITH BLACK J� REQUIREMENTS REQUIREMENTS OPAQUE LEGEND&BORDER 4-9" 5. ONE(1)SIGN REQUIRED FOR EACH PARKING SPACE. Sheet No. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0"CLEARANCE TO FINISH GRADE TYPICAL PAVEMENT MARKINGS to HANDICAP PARKING DETAIL TYPICAL HANDICAP SIGN GO SCALE:1"=W N.T.S, N.TS.