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CONTRACTOR SURVEYOR
Of
KEN MASSEY GIL HOWATT
COASTAL ATLANTIC, INC. B.H,AND ASSOCIATES
1639 BEACH BLVD. PROFESSIONAL LAND SURVEYORS
JACKSONVILLE BEACH,FL 32250 902 5TH AVENUE NORTH
PHONE:9044654232 JACKSONVILLE BEACH,FL 32250
EMAIL:KAM1361@YAHOO.COM PHONE:904-703-8799
EMAIL:GHOWATT@COMCAST.NET z
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ENGINEER LANDSCAPE ARCHITECT
WILLIAM E.(ED)TULLY, 111, P.E. JANET WHITMILL b
WILLIAM E.(ED)TULLY, 111, INC. JANET 0.WHITMILL,R.L.A., INC.
10265 QUAIL RIDGE DRIVE P.O.BOX 5212
PONTE VEDRA,FL.32081 JACKSONVILLE,FL 32247
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PHONE:904-824-6371 PHONE:904-398-7688
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JASM I LNE ST E E T R 1Q1 IT OF WAY I \- 4PROVE ,\4EN- TS
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GRAPHIC SCALE MAP SHOV'1IIING BOUNDARY SURVEY OF: LEGEND: of trunk
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BOC BACK OF CURB
LOTS 1, 2, 3, 4, 5. ANII 6, BOCK 120, SECTION "H", ATLANTIC BEACH, ACCORDING SL UILDING SETBACK LINE Construction Specifications
TO THE MAP OR PLAT TIEREOF, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE
C CALCULATED The height of a silt fence shall not exceed 36 inches.Storage height shall never exceed 18".The fence line shall follow the contour as closely as (y)
I
CURRENT PUBLIC RECORE S OF DUVAL COUNTY, FLORIDA, IN SECTION 38, TOWNSHIP 2 CHAIN LINK FENCE
IN FEET SOL TH, RANGE 29 EAST, OF SAID COUNTY. C&P)CALCULATED AND PLAT 6'MIN. TREE DRIPLINE possible.
I
1 inch 20 ft. LEV. ELEVATION LL
EDP EDGE OFPAVEMENT possible,the ilter fabdc shall be cut from a continuous roll to avoid the use of joints,When joints are necessary,filter cloth shall be spliced only at
FL FLORIDA V) *-
NOTES: IP IRON PIPE 3'Safety Drainage Do not a support post,with a minimum 6-inch overlap and both ends securely fastened to the post. =
LB LICENSED BUSINESS store U
1. BEARINGS SHOWN HEREON BASED (N STATE PLANE COORDINATES (EAST ZONE), NORTH A AERICAN DATUM OF MH MANHOLE Copolymer Barrier 1'for @ v BARRIER FENCING Z <
8'max of trunk diam. materials WMI RE TIES Posts shall be spaced a maximum of 10 feet apart and driven securely into the ground(minimum of 12 inches).When extra strength fabric is used LU Lu
1983/ 1990 (8�/90) WITH THE BEARI 4G ON THE WESTERLY RIGHT-OF-WAY LINE OF JASMIN- STREET, BEING OHE OVERHEAD ELECTRIC LINE Fencing with wire in hs area -
SOUTH 00*43'36 EAST. B OFFICIAL RECORDS BOOK ties to post 6'MIN. TO POST Othout the wire support fence,post spacing shall not exceed 6 feet.Turn the ends of the fence uphill, Cal
2. ELEVATIONS SHOWN HEREON ARE �SSUMED WITH AN ORIGINATING BENCHMARK BEING A F)UND NAIL AND DISK PI PLAT
RA'. SANITARY SEWER LU U
STAMPED OEXACTA LB7337- HAVING AN ELEVATION OF 4.74 FEET (SHOWN HEREON). TOB TOP OFBANK #3 REBAR 3'-0" A 11-_�
3. THIS PROPERTY APPEARS TO LIE I FLOOD ZONES *AE" AND SHADED "X", WHICH ARE SPECIAL FLOOD HAZARD RCP REINFORCED CONCRETE PIPE )Ielk I trench shall be excavated approximately 4 inches wide and 6 inches deep along the line of posts and upslope from the barrier, >
AREAS SUBJECT TO INUNDATION By E 1% (100-YEAR FLOOD) ANNUAL CHANCE FLOOD. ZONE -AE- IS AN AREA RE ID.REAL ESTATE #3 RERAR POST 2'-0" 0 Z
NTH BASE FLOOD ELEVATIONS DETER INED. SUBJECT PROPERTY BASE FLOOD ELEVATION IS 5.00 FEET; ZONE m Am IDENTIFICATION NUMBER cl� -C�
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VY RIGHT-OF-WAY Ex.Gra (TYP.) When standard-strength filter fabric is used,a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty
11
SHADED "X0 IS AN AREA OF 0.2% AN UAL CHANCE FLOOD; AND AREAS OF 1% ANNUAL CH NCE FLOOD WITH WOOD BOARD FENCE 0-
41, wire staples at least 1 inch long,tie wires or hog rings.The wire shall extend into the trench a minimum of 2 inches and shall not extend more than
AVERAGE DEPTHS OF LESS THAT 1 F T OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE ILE. ALL ACCORDING 2: <
TO COMMUNITY PANEL 120077-0048-1, MAP NUMBER 12031CO408H OF THE FLOOD INSURA ICE RATE MAPS FOR SET 11/2-R�BAR AND C.Ap PLAN VIEW ELEVATION- 36 inches above the original ground surface. Z
DUVAL COUNTY, FL, DATED JUNE 3, 2)13 AS PUBLISHED BY THE FEDERAL EMERGENCY MAN GEMENT AGENCY. STAMPED GAI LB 3604 0
4. THIS SURVEY WAS PERFORMED WITI OUT THE BENEFIT OF A TITLE COMMITMENT. THERE M Y BEEASEMENTS
AND/OR RESTRICTIONS RECORDED IN .HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL AND NOT SHOWN PROPERTY OWNERSHIP THE TREE PROTECTION BARRICADE SHALL BE AT LEAST THREE(3)FEET HIGH.THE BARRIER SHALL The standard-strength filter fabric shall be stapled or wired to the fence,and 6 inches of the fabric shall extend into the trench,The fabric shall not < LU
HEREON. HOOK CONSIST OF EITHER WOOD FENCE WITH 2X4 POSTS PLACED A MAXIMUM EIGHT(8)FEET APART,WITH extend more than 36 inches above the original ground surface.Filter fabric shall not be stapled to existing trees. LU P__1
5. THIS PROPERTY IS ZONED RESIDENTIAL SINGLE FAMILY (RS-2) WHICH PROVIDES THE FOLLOWING SETBACKS: APPROXIMATE FLOW A 2X4 MINIMUM TOPRAIL,OR A TEMPORARY WIRE MESH FENCE,OR OTHER SIMILAR BARRIER WHICH 3: 0
FRONT- 20 FEET; SIDE: COMBINED 15 FEET AND A MINIMUM OF 5 FEET ON ONE SIDE; AND REAR: 20 FEET PER ZONE DIVISION LINE WILL LIMIT ACCESS TO PROTECTED AREA. When extra-strength filter fabric and closer post spacing are used,the wire mesh support fence may be eliminated.In such a case,the filter fabric is LL Z
THE LAND DEVELOPMENT CODE FOR THE TOWN OF ATLANTIC BEACH, FLORIDA. THE BARRICADE SHALL BE AT LEAST ONE FOOT IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER. stapled or wired directly to the posts. 0 V) 0
FOR TREES LESS THAN 12"DBH,THE MIMINUM BARRICADE SHALL BE PLACED AT LEAST SIX(6)FEET U
AWAY FROM THE BASE OF THE TREE.
0 (gai I. con su I ta n ts TREE BARRICADE APPROVAL:OBTAIN CITY APPROVAL OF TREE BARRICADES BEFORE BEGINNING The trench shall be backfilled and the soil compacted over the toe of the filter fabric,
1301 Riverplace Boulevard Suite 900 Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe in order to increase ponding volume. (D Z
CLEARING OPERATIONS OR ANY SITE DEVELOPMENT. U-)
Jackscnvilre, Florida 3220� C)� LU
904-363-1110 904-363-1115fax TREE PROTECTION FENCING DETAIL Silt fences shall be removed when they have served their useful purpose,but not before the upslope area has been permanently stabilized,and any
JOB NUMBER I) 16 1 1711
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e-mail ILE faitconsultants.com NOT TO SCALE sediment stored behind the silt fence has been removed. Uj ILL X
www.gaiconslu an S.Com MAP NUMBER UJ 0 UJ
CERT.No. o� =
T022901 I Inspection and Maintenance
LB 3604 0 ENGINEERING 0 PLANNING 0 SURVEYING CEI SERVICES 9 Silt fences and filter barriers shall be inspected weekly and after each significant storm(11"in 24 hr.).Any required repairs shall be made F_
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0.4'N INVERT ELEVATION: -1.31' 1-. 0.1,W > M
M TREE TO BE REMOVED
50.00'(C&P) 50.00'(C&P) 50.00.(C&P) 50.00'(C&P) 50.00'(C&P) 70.00'(C&P) L8"WOOD 0
9 00-43'36' E S 00*43'36" E POLEI m 1 1 0"WOOD
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0 4.z S 14ADE D_ 6 1 SAI q.M UNDER EACH EXISTING RECEIVING INLET GRATE PRIOR
INVE T ELEVATION: -1.55' TOR TOP 11138
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T03 X CONSTRUCTION IS COMPLETE
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HEREIN.THE PAVEMENT THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE ABSOLUTE,BUT
ARE PRELIMINARY CRITERIA&MAY BE MODIFIED TO ACCOMODATE THE BEARING CAPACITIES OF
VARIOUS SUBGRADES.
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FLOOD ZONE "AE" FOUND 1
INSTALL SILT FENCE PRIOR To BEACH STANDARDS IP, NO
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CURB METER BOX & COVER�
SEWER OR r%4
DOUBLE STRAP BRONZE WATER SERVICE LINE 50' 11\\\W/I r%4
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5.0'. WATER MAIN - ;;;c . __\ I I -CONNECTION TO BE u_
RIGHT OF RIGHT OF 0 M z CORPORATION STOP MADE BY CITY OR
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1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A
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100%MAX.DENSITY A.A.S.H.T.O.T-1 80 MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH 1. METER TO BE LOCATED AS SHOWN IN PLAN VIEW, PLATE NO. 7 uj uLj
12"CONSTRUCTED SUB-BASE MIN.L.B.R.40 NOTE:PAVEMENT WIDTH AND LOCATION VARIE3 SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE ce Lu
DUE TO TREE PRESERVATION AND TRANSITION WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. LL
CORPORATION STOP FB1600 FORD MAX.PLASTIC INDEX OF 6,COMPACTED WIDTH TO MATCH EXISTING UNPAVED ROADWPY. UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. 3. METER BOXES TO BE PROVIDED & SET BY CONTRACTOR. METER 0
OR APPROVED EQUAL, SIZE NOTE: TO 98%MAX,DENSITY A.A.S.H.T.0,T-I 80 (SEE SHEET C3)
CONFORMING TO SERVICE LINE 1. SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER BASE COURSES THAN THOSE SHOWN HEREIN.THE PAVNENT THICKNESS SHOWN HEREIN ARE NOT 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED BOXES TO BE DOUBLE WALL PLASTIC w/TOUCH-READ LID. kJo 1-4
BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN _17 <
INTENDED TO BE ABSOLUTE,BUT ARE PRELIMINARY CRITERIA&MAY BE MODIFIED TO ACCOMODATE THE BEA',ING CAPACITIES OF VARIOUS SUBGRADES. THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN 4. CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER & MUST (D 1,-
WATER SERVICE TAPPING DETAIL WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR BE INSPECTED BY CITY 1-4 Ln
2. ALL DISTURBED AREAS SHALL BE SEEDED&MULCHED. ALL AREAS WHERE SOD HAS BEEN DISTURBED OR REN OVED SHALL BE RESODDED TO SATISFACTION OF OWNER. 113� Lu
PE CENTERED
NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PI
N.T.S.
ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF
3. ALL ASPHALTIC CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 331 AND/OR SECTION 333,F.D.O.T.S ANDARD SPECIFICATIONS,LASTEST EDITION. U_
WATER METER DETAIL LU
N.T.S. Lu 0
50' RIGHT OF WAY PRIVATE ROADWAY CROSS-SECTION WITH SWALE
(ROAD TO BE PRIVATELY MAINTAINED AND NOT MAINTAINED BY COJ) SEWER SEPARATION DETAIL
UP) _711
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RAISED LETTERS I" SEE NOTE#5
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TYP. SIDEWALK DETAIL ... ... CO 6"WIDE X 6"THK SEE NOTES,
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....... FINISHED GRADE MECHANICAL JOINT 1 V40,22Y2"OR 450 BENDS
.................
....... ......... SEPARATION VARIE
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WATER MAIN SURFAC SO AS TO SEAT M
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THE LENGTH OF THE PIPE TO BE RESTRAINED ON EACH SIDE OF BEND SHALL BE
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SPECIFICATIONS AND STANDARDS EXISTING CONFLICT PIPE D
61,P.V.C.450 EL.
VARIES . IN ACCORDANCE WITH RESTRAINT JOINT SCHEDULE,(SEE DETAIL W-31A OR
BORE AND JACK UNDER V-10" STANDARD
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1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM
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DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.
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1-1/2" SWING JOINTS SECTION
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SLEEVE NECESSARY COUPLINGS,FITTINGS 910
4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED
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900 SCH. 40 PVC AT RM LINE
COUPLING, SIZED FOR MAIN
0", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND
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TWO EACH MAN�HOLE FRAME AND COVER DETAIL
BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS
LARGER SHALL
N.T.S.
APPROVED BY JEA.
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----------- 5. IF UTILITY CONFLICT IS LOCATED IN A NON-TRAFFIC AREA (NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P., >
THEN THE MINIMUM COVER MAY BE REDUCED TO 24 INCHES (ONLY IN THE AREA OF THE CONFLICT). .0
PLAN VIEW - DOUBLE DOMESTIC SERVICE
ADJUSTMENT OVER EXISTING UTILITIES m
NOTES CONSTRUCT MECHANICAL RESTRAINTS
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS. USE LONG RADIUS 45* BEN
STANDARD
2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS CLEAN-OUT N.T.S.
ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE. MAIN AND BENDS TO ALIGN WITH EMST. LATERALS.
3. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL METER BOXES JUST OUTSIDE
RIGHT-OF-WAY LINE TOWARD HOUSE -30 deg. cl:
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LOCATE WIRE
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I[K 39"CHAMFER H 12" PVC SCH 40 REQUIRED PROPOSED WATER MAIN
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N.T,S, DITCH SERVICE WYE DITCH 6" SERVICE PIP SIDE OF BEND SHALL BE IN ACCORDANCE WITH TABLE 9 Ivi 11 MUM U MINIMUM
_iC BA�K W/RISER BANK FOR MECHANICAL RESTRAINT LENGTHS,(SEE DETAIL
E AS NECESSARY -.-1.0 % MIN. SLOPE W-31 A&B) PIPE RESTRAINED JOINT(TYP.) D
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PORTLAND CEMENT CONNECTION it 1 THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE
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CONCRETE,3000 PSI NCTES: MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557
STANDARD MITERED END SECTION FOR RCP OR CMP I 1 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11) Date 12-29-16 0�
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2. PROVIDE APPROVED MARKING POST, S'OPPER OR HOUSE CONNECTION WITH APPROVED TRANSITIO Scale N.T.S. U.
N.T.S. I S REQUIRED, 3. LOCATING WIRE REQUIRED: SEE DETAIL W-44.
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROV DED A
RCP/CMP A B C D E F G H i K L m N TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. Drawn WES
1 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREA, 36" (MIN) IN PAVED uj
4. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL CLEANOUTS JUST OUTSIDE RIGHT-OF-WAY AREAS AND A MAXIMUM COVER OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND (n
15"-18" 1 21-7- 2--l" 611 1 60' 63/4-1 V-6" 11-711 Z-10" 2'-4" 81, T 1 6-10" 71-0" 12'STABILIZED LINE TOWARD HOUSE LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS Checked By WET <
Z-811 6" 511 41/2" V-11" 21-011 31-611 T-l" 4' 5" 10'-0" 10'-31/2" SUBBASE,LBR 40 APPROVED BY JEA. Lu
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ADJUSTMENT UNDER EXISTING UTILITIES Job 16-025 Uj
3011 31-6" 31-2" 611 611 1 5112" 21-511 7-61/2" 31-911 31-5" 711 5" 1 V-5 1 11'-81/4" -A CONCRETE PAVEMENT SECTION Sheet
I OANITARY SERVICE CONNECTIONS MECHANICAL RESTMINTS
3611 41-11' 31-10" 611 7" 51/2" 7-9" 3-41 41-611 41-0" 641 611 141-011 14'-4 1/2" N.T.S. N.T.S.
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