6th Street West 28, 32, 36, 40, 44, 48, 52, 56 4410
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TYPE 'C" ONLY
BRICK A 28"x 36* GRATE 28"x 36* GRATE
Co
n 2# VARIES (SOLID SOD) 2' BLDG. OR
SEE PLAN m 2.
EDGE OF PVMT.
FOR SIZE
COVER 2- #8 6" O.C. OF OPENING
16.1' 16.1' 11,00
I I TOP
SECTION `AA" END VIEW 2 4
A 70
CID
NOTE: OPENING MAY BE CONSTRUCTED CID T_
AT EITHER END OR BOTH ENDS AS 8' 2'-0' 8- 8" 2*-0' 8" SOT. E 9,00
SHOWN ON PLANS TYPE "C' OR E' I N D I G E N D U S S 0 1 L
2 1/4_1 2 1/4 2 1/4- 2...J./4" (3) 6" PERF. FLEX PIPE U.D.
DETAILS OF OPENINGS IN DITCH BOTTOM INLETS ALL EXPOSED CORNER TOP GRATE EL. = 11.00 ALL EXPOSED CORNER W/ FILTER SOCK
CD AN EDC S TO BE 2' WEIR EL. - 10.50 AND EDGES TO BE 0 INV. 6.50
I
NOTE: CONC. DESIGN CHAMFERED 3/4" CHAMFERED 3/4"
STRENGTH 4,000 P.S.I. 1-1/4" ORIFICE = 10-29
2* x 2% 1/4" ANGLE W/ go. PVC ELBOW TURNED! 2" x 2% 1/4" ANGLE
PRECASTIN ACCORDANCE IRON SEAT DOWN IRON SEAT
WITH LATEST EDITIONS 2% 2% 1/4" ANGLE 8- 8' - 8.. TYPICAL 13ASIN SECTION
OF ASTM C 478 A 36 STEEL V)
MANHOLE COVER AND FRAME UJ No. 4 0 12" D.C. B.W. No. 4 0 12" O.C. B.W. NOT TO SCALE
1113 M-NEK' JOINTS "RAM-NEK' JOINTS
PER CITY OF JAX. STD. A
GROU WELD ALL AROUND PIPE MUST NOT BE IN MEN REQUIRED WHEN REQUIRED
CONSTRUCTION JOINT 1/2* / FT.
1/2" Q/ANCHOR STEEL ROD
BRICK 3 REQUIRED No. 4 0 12" D.C. O.W. ___--No. 4 0 12" D.C. B.W.
6" U.0. INV. EL. 6.50
_J___0
GROUT, "RAMNEK" OR BOTTOM EL. = 6.22
OD V
:!:t_ 110" RING JOINTS
PIPE MUS'r 12" CLEAR ILL WHERE REO'D.
NOT BE IN
CONST. JOINT V) No. 4 0 6" D.C. B.W.
a_ W MINIMUM WALL THICKNESS SHALL MINIMUM BEARING CAPACITY No. 4 0 6' 0.C. B.W, MINIMUM BEARING CAPACITY
bi Fr�
< BE ON TWELFTH OF THE DIAM. 2000 PSF 2000 PSF
> 2" CLEAR OF THE RISER, WITH A MINIMUM 1-1/2' ASPHALTIC CONCRETE TYPE S-I
1/2"/FT WALL THICKNESS OF 5'". GRATE SEAT DETAIL 1500 L.B. MARSHALL
:K 8" COMPACTED LIMEROCK 13ASE (MIN. L13R 75)
MIN. PIPES SHALL BE FLUSH STORM SEWER TYPE "C" INLET TYPE "'C" OUTFALL -STRUCTURE 100% MAX DENSITY-AASHTO T-180
BEARING CAP ,,,
2000 P.S.F. WITH INSIDE WALL. NOT TOSCALE NOT TO SCALE CONSTRUCTED SUB-BASE (MIN. LBR 40)
MAX. PLASTIC INDEX OF 6, COMPACTED TO 98%
DETAILS FOR TYPE 10cof & "E" INLETS MAX. DENSITY-AASHTO T-180
STORM SEWER MANHOLE NOT TO SCALE TYPICAL, -PAVEMENT SECTIOR
NOT TO SCALE LEGEND NOT TO SCALE
EXISTING SPOT ELEVATION
- FINISH GRADE A033 NEW SPOT ELEVATION
NEW CONTOUR
7 DRAINAGE DIVIDE
D.I. LAMP HOLE COVER SIMILAR NEW 6" SANITARY SERVICE
OR EQUAL TO NEENAH FOUNDRY
CO. FIG. NO. R-1971,--- NEW 3/4" WATER SERVICE
-- 4" MIN. CONC. NEW ASPHALT PAVEMENT
ENCASEMENT
17 "7 CLASS "C"
CONCRE TE.
IV V V 7 V EXISTING CURB INLET
GRATE � 9.77
F 7
V V '] V V IN V, SW ---7,Al CONTRACTOR TO NOTIFY NOTE'
V 7 V V V V V Y 44 AN HOLE . ....... REFERENCE BENCHMARK- NORTH FLANGE
ENGINEER IF SANITARY 5E�L BENQHMARK
WYE ;7 N RIM 111,31 BOLT OF FIRE HYDRANT LOCATED AT
BRANCH STOPPER INV. NW = 4,41 SERVICE INVERT IS ABOVE NAIL AND DISK "L.B.3672" NORTHWEST CORNER OF WEST 9th STREET
P.V,C. PIPE -..,INV, SE 5,29 ELEVATION 12.15 AND MAYPORT ROAD. ELEVATION 113,6V
NEW STORM MH INVERT ELEVATION 8.00 NGVD (1929) T R E
E _
WE S T 6t
62 L.F. 15*11 ADS a 0.19% EXISTING SANITARY TOP EL. = 11.00 TING SANITARY 50' R/W (PAVED)
SERVICE MARK �12 INV. EL. = 6.20
EXISTING WATER EXIS EXISTING WATER EXISTING SANI' RY
EXISTING M ILBOX SERVICE MARK SERVICE MARK (3-P2�,6( SERVICE MARK SERVICE MARK
S
Nam
I.S. t2p2am*" Sau�A_
EXISTING P-P, k%1-4 i
EXISTING CURB INLET
INV. ELEV. ON PLANS GIVEN AT THIS POINT >_ ST.S. P,P.
cc < 8 L F.-15" RCP 0.1 qZ0111111111111, EXISTING
GRATE = 9�86 Imp-
S 69*48'00" E 341.00'
CL.- ANOUT DETAIL INV. NW 5,83 (18" RCP)
0 0
NOT TO SCALE INV. NE 6,72 (18" RCP) -ST.S. ST.S. MA-rcH EXISTING EDGE
X NO
INV. SE 6.08 (15- RCP) W 16" P ) \. C.0.
EW 120 123 L.F.-12" D,1. 0 0.20% C.O. NE "'C" wLE' -f 1.19 OF PAVEMENT/CURB
W TYPE
/'NEW TYPE "C" INLET 1 4_!Z-�1'9 '.,_I
NEW TYPE "C" OUTFALL NV. EL. 00 TOP GRATE = 10.60 TOP QRATE = 10.85 0
b 9.39 �V''T�N6 LIMER01 (BPOI, F I` <
TOP EL. = 11.00 .0. INV. EL. P.15 41 INV EL. '0
0
2' WEIR EL. = 10.54
0
CL 1 -1 /4" ORIFICE 10.29 0 0 0 LLJ
C)
NEW 6" SANITARY SERVICE (TYP.)
X -
A
01 0 >
6" U.D. INV. EL. 6.50
0)
-7
15" RCP INV. EL. 6.22 m T- n 7; 7/7 7 7/77/7 7 1;74t X, NCy N F,
7
0
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0
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W NEW' 200' X 6D' WAREHOUSE MASONR�' BL,D('
(NO 580' Nile
0 CL V) cill of IC;5
0 G 0F5
0 0
0 V, FINISHED FLOOR EL.
0" x C-4
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(3) 75 L.F.,6" U.D. 0 0.00% CN
ST.S. (NJ
WIM FILTER SOCK
U)
EXI-r C A
Z"L/- Z-/- z_/_ ZZ Z-J/- Z-Z z_/_ Z_Z Z_� 2u
NEW U.D. CLEANOUT (TYP) 1. �C.0. 0 zz V_z
ST.S -------ST S. -
...............
J
NEW 12" MES �NEW CLEAqOUT NEW CLEANOUT
INV. EL. 9.00 TOP EL. = 11.2 N 69*48'00" W 345.00' V,�O%
TOP EL. = 11.5 vtomr.
N 1V
INV. EL. = 9.05 ISO. ro")
INV. EL. = 9.81 ON 01AG I
LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 z Atk\t�s& ro
LOT I
9 19961
'---212 L.F.-12" ADS 0 0.38%,
CONNECT ROOF DRAINS AS REQ'D. CONNELLY & WICKER, lNij
Designed Released For Constructior)
Project No.: Drawing
TOW Connelly & Wicker Inc. COMMERCIAL WAREHOJSE Z� 9502-13
Drawn
Consulting Engineers
By
VAL/TE3W AT MAYPORT RD. AND W. SIXTH ST. A
C.1
Checked This Drawing is the property of Connelly & Wicker Inc. PREPARED FOR SITE PLAN AND DETIA I L 0' 2/8 REVISEDi SAN. SERVICE & STORM INLET BK Scale
BEK and is not to be reproduced or copied in whole or in Jacksonville Beach, Florida 2/8 DELETED) WATER SERVICES 13K 1 20'
- part. it is not to be used on any other project and ATTILLIO CERQUEIRA
0.C WE ��S18/23 REVISEDi PER SJRWMD COMMENTS BK
4
E30T
I N D
_PERF FLEX PIPE U-D
ILTE SOCK
IV
4;v-4 �?Ui
No.' No./
is to be returned on request. Destin, FL Cashiers, N.C. Date
RCW
Revision By Reg, Engineer JULY 20, 199.5 -1 Sheet ---
r) 4)
NOTE&
A. CLEARING 4 EARTHWORK: G, CONCRETE FROPORT ION ING:
Go
1. TREES 4 VEGETATION WITHIN THE AREA AFFECTED BY THE Wof;PJ< SHALL BE 1. CONCRETE SHALL HAVE A STF;,zENGTW OF 3000 PSI ID 26 DAYS WITH 6. SLUMP TESTS SHALL BE MADE IN FREQUENT INTERVALS AS DEEMED
REMOVED 4 DISPOSED OF: IN ACCORDANCE WITH APPLICABLE REGULATIONS. AIR-ENTRAINMENT OF: to% +/- 1% BY VOLUME AS DETERMINED BY ASTM C-113. NECESSARY To ASSURE PROPER WORKA51LITY OF THE CONCRETE.
CONCRETE MIX SHALL HAVE 6B TO 1A0 SAC" OF CEMENT PER CUBIC YARD
2. EXISTING SOILS 4 FILL MATERIAL SHALL BE COMPACTED AS DIRECTED BY OF CONCRETE WITH A MAXIMUM WATER-CEMENT RATIO SUITABLE FOR THE (o. ON EACH DAY TWAT CONCRETE 15 PLACED,AT LEAST FOUR TEST CYLINDERS SHALL 00
,ENGTH SPECIFIED. TO CONTROL MICRO-CRACKING, BE MADE,TWO"A 1-DAY TEST AND TWO FOR A 28-DAY TEST. TEST CYLINDER$ F)
THE SOIL$ ENGINEER To c3rv% OF MAXIMUM DRY DENSITY AS DETERMINED ULTIMATE 28 DAY STR 1-1
BY LA50RATORY MODIFIED PROCTOR TEST, ASTM DESIGNATION D1151, METHOD A. FI5ERMESH REINFORCING SHALL BE ADDED To THE CONCRETE MIX SWALL BE. MADE AND CURED IN ACCORDANCE WITW ASTM C-31,AND CYLINDERS
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SHALL BE TESTED IN ACCORDANCE WITH ASTM C-31), 0
3. PRETREATMENT FOR TERMITES SHALL 5E IN ACCORDANCE WITH THE STANDARDS
OF THE NATIONAL PEST CONTROL ASSOCIATION. 2. CONCRETE -SHALL HAVE A SLUMP NOT EXCEEDING 3 INCHES 1. CARE SHALL BE EXERCISED IN BUILDING FORMS,VIBRATING THE CONCRETE AND IN
AS MEASURED IN ACCORDANCE WITH A5TM C-143. REMOVING THE FORMS 60 THAT ALL SURFACES WILL BE SMOOTH 4 FREE OF HONEYCOMB.
0
5. MATERIAL6: 8. ANY SURFACE DEFECT SHALL BE PATCHED WITH COMPACTED MORTAR WITHOUT u IN
D. CONSTRUCTION PRACTICE: IN
ANY STREAKS OR IMPERFECTIONS. THE STRUCTURE, WHEN COMPLETED, te)
1. CEMENT SHALL BE TYPE I OR 11 PORTLAND CEMENT COMPLYING WITH A5TM 1. CONCRETE SHALL BE DELIVERED TO THE SITE IN REVOLVING DRUM TYPE SHALL PRESENT A NEAT AND UNIFORM APPEARANCE. 0 <
2. AIR-ENTRAINING ADMIXTURES SHALL COMPLY WITH ASTM C-260. TRUCK MIXERS AND PLACED WITHIN ONE HOUR AFTER THE INTRODUCTION S. CONCRETE FOR FLOORS SHALL BE GIVEN A LIGHT BROOMED FINISH FOR SAFE FOOTING.
OF THE MIXING WATER AND CEMENT to THE AC-saREGATE,
3. MAXIMUM SIZE OF AGGREGATE SHALL BE I INCH. 10.MEMBRANE CURING SHALL BE USED To AID IN THE HYDRATION OF THE CONCRETE 0
_j
2. ALL STEEL REINFORCEMENT SHALL BE ACCURATELY PLACED IN THE POSITIONS SHOUiN WHERE No MASONRY COATING 16 To BE APPLIED.
4. WATER FOR MIXING CONCRETE SHALL 5E REASONABLY CLEAN AND ON THE PLANS AND FIRMLY HELD DURING THE PLACING 4 SETTING OF THE CONCRETE..
FREE FROM INJURIOUS QUANTITIES ACID, ALKALI, OIL, ORGHANIC BARS SHALL BE TIE[) AT ALL INTERSECTIONS EXCEPT WHERE SPACING 15 LESS if. LIQUID MEMBRANE-FORMING COMPOUNDS SHALL MEET TWE REQUIREMENTS OF 0 _j
IMPURITIES, OR OTHER SUBSTANCES INJURIOUS To THE MIX. THAN I FOOT IN EACH DIRECTION WHEN ALTERNATE INTERSECTIONS SHALL BE TIED. ASTM C-301B. THE COMPOUND MAY 15E CLEAR (MAY CONTAIN A FUGITIVE DYE), ro
5. P15ERMESW REINFORCING SHALL BE To THE PRODUCT OF FIDERMESH. 3. STEEL REINFORCEMENT SHALL HAVE DISTANCES FROM FORMS MAINTAINED BY MEAN1021 WHITE PIGMENTED OR LIGHT-GRAY PIGMENTED.
0
OF STAYS, 15LOCK-5, STAYS, HANGERS OR OTHER APPROVED SUPPORTS.
ro- STEEL REINFORCEMENT SHALL BE DEFORMED STEEL BARS 12,MEMRANE COATIWs SHALL FFEMAN WBROKEN LNTIL TI-E 14TH DAY ARER CCNCF�PLACEMENT.
CONFORMING TO A6TM A-615 GRADE roo NEW BILLET STEEL. 4. IMMEDIATELY AFTER CONCREETE WAS BEEN DEPOSITED INTO THE FORMS, IT SHALL BE-tz
13.FORMS MAY BE REMOvP_D TWENTY-FOUR HOURS AFTER THE PLACIW_3 OF THE CONCRETE.
COMPACTED BY MEANS OF APPROVED MECHANICAL VIBRATION APPLIED INTERNALLY
1. WELDED WIRE MESH SHALL CONFORM To ASTM Afar A SUFFICIENT NUMBER OF VIBRATIONS SHALL BE PROVIDED To PERMIT COMPACTION
8. MEMBRANE WATERPROOFING SHALL BE -006 GAUGE POLYURETHHANE. or- EACH BATCH OR LAYER WITHOUT INTERRUPTION OR DELAYS IN DEPOSITING.
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100 1-011
201-00 201-06 201-011 201-011 201-011 201-011 201-00 201-011 alill 101-011 201-011
24'x24"40" 24"44"40"
CONC. FOOTING CONC. FOOTING
3-05 EACH WAY 3-#5 EACH WAY
r — — — — — — — — — F — — — — — — — — — — — — — — —— — — F — — — — — — — — F — — —— — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — -
L _ _ _J T L _ _ _1
12`40" CONG.
GRADE 5EAM
W1 205 CONTINUOUS
60"x42"x26" &oIIx42'x20" (00IIx42"x20' (o0'x42`x20' (oO'x42"40' 60'x42"40' 60'x42"40"
z CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING
#rp a 12.u. O.C. EACH WAY 45 12" O.C, EACH WAY #rp 6 12' O.C. EACH WAY IS 6 12" O.C;. EACH WAY 05 e 121 O.C. EACH WAY #5 12' O.c. EACH WAY *5 12" O.C. EACH WAY
101-oll 101-011
24'x24'40"
24'44"40"
CONCRZETE FOOTING CONCRETE FOOTING
3-#5 EACH W4Y Fj 3-05 EACH WAY
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12 ' 0.(:;. EACH WAY S o 12" O.C. EACH WAY S a 12' O.c. EACH WAY 45 o 121 O.c. EACH WAY 05 6 12' O.C. EACH WAY S a 121 O.C. EACH WAY S 1211 O.C. r=AcH WAY flj
12"40" CONC.
GRADE 5EAM
F _ _ _1 F -1 F -1 W1 2#5 CONTIN. F -1 uj
- — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— 1 L — — — —— — — — — -
1: :E 7=: A 1: :F
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CONC. FOOTING
CONG. FOOTING 1-011 1-011 1-011 I-On 1-011 1-04 I-ON 1-011 I-oil C31-011 1 If I-oil 1-011 1- If 1101-011 11 1-011 2411x241Ix20`
3-#5 EACH WAY 13 10 20 10 -0 10 13 -01 10 �01-0" a 20
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DATE
Building arid Zoning, 502AZ)-1/lai;�;,
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5CALE: 3/4" 1'-0"
FILE NO.
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EG 6 *12303
1 FOUNDATION PLAN 7 /9
2 FLOOR PLAN cSc ELEVATIONS
3 D ETAI LS OF 3
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FUTURE FUTURE FUTURE Rr= FUTURE ----- -- -------- -------- 10
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REVISED
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