SW8010517_APPROVED PLANS_20010911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW �56 _-7
DOC TYPE ❑CURRENT PERMIT
�C7 APPROVED PLANS
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❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOCDATE,
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NOTE:
SURVEY DATED: JANUARY 18, 2001
PROVIDED BY: McKIM & CREED
[phone]
RIM 4ZC,
INV. OUT 35.79
LEGEND
ABAND
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SANITARY SEWER
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TREE PROTECTION 8 1
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REMOVE EXISTING
LIGHT POLE
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TREE PROTECTION B
FENCE(TYP.) LA -
REMOVE EXISTING
SHRUBS
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RELOCATE
EXISTING BENCH--,
EXISTING
REMOVE EXISTING HANDICAP
HANDICAP SIGN PARKING
REMOVE EXISTING
CONC. ISLANDS -
EXISTING TREE
TO REMAIN --
-REMOVE EXISTING
LANDSCAPE BED
SAWCUT AND
REMOVE EXISTING
PAVEMENT —�
REMOVE AND
RELOCATE EXISTING
LIGHT POLE
REMOVE EXISTING
5"
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M%I<cm
STEEL COLUMNS AND
EXISTING CANAPY TO
REMAIN
EXISTING CATCH
BASIN TO REMAIN
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SHRUBS
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TRANSFORMER TO
REMAIN
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BASIN TO REMAIN
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EXISTING SHRUB BEDS
` DEMOLITION AND REMOVE
TREE PROTECTION FENCE
I
NOTE. CONTRACTOR TO
IMMEDIATELY REPAIR ANY
UTILITY DAMAGE DURING
DEMO OPERATION
DEMOLMON PLAN
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I REVISKM I BY
S38'58'05"E 162.11'
200' RIGHT OF WAY
� 1
1
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{ F 1 CONC. CURB
MATCH EXISTING �v� — �}
1 p i CONC. CURB &—
j MATCH EXISTING GUTTER (TYP.) L—
{ r J BRICK INSERTS &
CONCRETE SIDEWALK R=10.0' 3 ASPHALT
RELOCATED --. _ . -... - _ LA-6 {
w /
o ✓ BENCH J� ( n
z all.
F— — — — CONCRETE
`v 4" RDL � LA- 6 SIDEWALK I MATCH EXISTING
CONC. CURB &
I — GUTTER (TYP.)
+ 4" RDL HANDICAP 13
{ CONCR 1 N 1A-6
sl�AL—K —6
STATE EMPLOEES' CREDIT UNION
24.0' 1079 WESTERN BLVD. 8 REINFORCED CONC. PAVING,
1 STORY BRICK SEE ARCHITECTURAL
I BUILDING { DRAWINGS FOR LAYOUT, 1%
F.F.E.— 48.14 { MAX. SLOPE
b(� J 4" RDL
I 4 1" TYPE U'
I — — COPPER TER p0j
Ss_7` SERVICE MATCH EXISTING
} 4.3 1' PVC i0 CONC. CURB &
CONC. 2 LA-6 OUT ER GUTTER (TYP.)
101 I
o `` i EWAI.K-6 C° ❑❑�
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{ ✓/ R=10.0'
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LA-6 co
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MATCH EXIST] G 0;2% MINIMUM SL PE. / ASPHALT 3 N
CONC. CURB
��/ r�� ✓
GUTTER (TYP.) I l SANTA Y SEWER 10 P� �p� >� LA-6 { PAINT "DO NOT ENTER"
I C EANOUT - � , �
r2N\ CONC. CONC. 1 W]TH 24" WHITE
SIDEWALK-- M�PSTER LA-3 REFLECTIVE LETTERING
AR E
i"x1"x1 TEE -- - -~ - R=100.0' PAINT AS PER NCDOT
- - -- - .... / _ - 1 STANDARDS
1 "x1.25" REDUCER {
CONIC. ��� ���' � SS .-�� 1.25" TYPE K COPPER WATER 1 1 31N310N O
& GUTTER lA-6 �. �? SERVICE. SEE WATER SERVICE{ { TRANSFORMER BOLLARD,
R-5.0' INSTALLATION NOTE. 24.0' { 7 5'-0" O.C., CONTRACTOR TO
LA-6 VERIFY LOCATION OF ALL
20' 1 1 0 - - - - - - - - UNDERGROUND EXISTING
1 UTILITIES BEFORE INSTALLATION
R=5.0'
p1 L=3.4' _ C6 PROPOSED r/ 5 CONC.
1 DRIVE —UP FACILITY
v 1 F.F.E.=46.7
TIE 4" SANITARY SEWER LATERAL 1 R-=5.0' ~ SEE HVAC { INTO EXISTING 4 LATERAL IN THIS APPROXIMATE 1 R=10.0 S NITARY SEWER S S1 HEETS CONC. CURB
LOCATION. PROVIDE CLEANOUT ON NEW LATERAL. �1 C' INV OUT=43.5 LA-6
ELEVATION OF EXISTING 4" LATERAL AT THIS POINT 68,8' 10.8
IS 39.50 t. SEE SANITARY SEWER INSTALLATION W• �1 SANITARY SEME INSTALLATION NOTE
NOTE THIS SHEET.
1 �. ' J u�� ( CONTRACTOR TO FIELD VERIFY INVERT OF
��r 1 '
j EXISTING SANITARY SEWER LINE AT
1 _
R-
1 �1 • •■•e• [k PROPOSED CLEANOUT LOCATION. 4"
LP
!� SANITARY SEWER LATERAL FROM DRIVE -UP
TO EXISTING CLEANOUT SHALL BE INSTALLED
1jZ . AT A MINIMUM 2% SLOPE. IF MINIMUM SLOPE
ASPHALT 3 5 CONC. OF 2% IS NOT POSSIBLE, CONTACT
--10.0' -6 � SEWER LAYOUMEDIATELY FOR NEW SANITARY
TRANSMONLA-6 1 1 R=5.0'
PAINT ARROWS USING WATER E MCE
INSTALLATION NOTE
W ITE REFLECTIVE REINFORCED CONC.
1 PINT AS PER NCDOT PAVING, SEE CONTRACTOR TO INSTALL 1"x1"x1" TEE IN
STANDARDS ARCHITECTURAL
N DRAWINGS FOR LAYOUT, �� EXISTING 1" DOMESTIC WATER SERVICE LINE.
) 1 / I 1% MAX. SLOPE INSTALL In TO 1.25" REDUCER ON NEW 1" -- .1 ` { LINE AND THEN 1.25" TYPE K COPPER WATER
SERVICE FROM REDUCER TO STUB —OUT AT
530.43 �02 „E 1 � � l I 208. 3 7' DRIVE —UP FACILITY.
1 � I
1 89,
55• 1
1
.30•43.02� W ,
S77'0218 W
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N33'43'S3"W 126.55' 0.61
--yam
ROAD
—
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NCDOT NOTES I
1. WHEN WORKING WITHIN THE STATE'S RIGHT OF WAY, THE CONTRACTOR WILL
CONTACT THE NCDOT DISTRICT ENGINEER'S OFFICE BEFORE EACH OF THE
FOLL❑WING PHASESi (A) DRAINAGE, (B) GRADING, (C) SEWER AND WATER
(D) PAVING, AND (E) SEEDING. FAILURE TO NOTIFY THIS OFFICE BEFORE EACH
PHASE OF CONSTRUCTION MAY JUSTIFY A VERIFICATION CERTIFIED AND SIGNED
BY A PROFESSIONAL ENGINEER,
2. ANY AREA WITHIN THE STATE'S RIGHT OF WAY AND OR EASEMENTS DISTURBED
DURING THE C❑NSTRUCTION AND/OR MAINTENANCE SHALL BE REPAIRED TU THE
SATISFACTION OF THE DISTRICT ENGINEER OR HIS REPRESENTATIVE.
SITE DATA:
OWNER OF SITEr
PLAN PREPARED BY,
TOTAL ACRESi
EXISTING BLDG, SQ. FT,,
PROPOSED BLDG. SO, FT.
PROPOSED DRIVE—THRU SO. FT.,
EXISTING PARKINGi
ADDITIONAL PARKING,
TOTAL PARKINGi
ZONED,
STATE EMPLOYEES' CREDIT UNION
PO BOX 27665
RALEIGH, NC 27661
919-839-5000
O'BRIEN/ATKINS ASSOCIATES, PA
PO BOX 12037
RTP, NC 27709
919-941-9000
2.225 ACRES
4,480 SQ. FT.
1,800 SQ. FT.
585 SQ, FT.
60 (3 HC ACCESSIBLE SPACES INCLUDED)
NONE
58 (3 HC ACCESSIBLE SPACES INCLUDED)
B-1 BUSINESS 1
NOTES
1. ALL DIMENSIONS TAKEN FROM FACE OF BUILDING
OR FACE OF CURB UNLESS OTHERWISE NOTED,
2, HANDICAP PARKING SIGNS ARE R7—BA&D
FOR ALL HC SPACES — ADD VAN SIGN TO ONE
SPACE. PLACE SIGNS ON 2' X 2' GALV. STEEL
POLE.
3. ALL SITE IMPROVEMENTS SHALL COMPLY WITH
THE CITY OF JACKSONVILLE'S ORDINANCE.
NFM
V5625 DILLARD DR., SUITE 117, BLDG 1
CARY, ]NORTH CAROLINA 27511
TELE: (919) 233--8091
FAX: [phone]
SUE LAYOUT/UTILITIES PLAN
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DATE 04/30/Ol
SCALE
DESIGNED
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CHECKED BY
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J® 2000079
SHEET
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OF 6 SHEETS

EMBANKMENT
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EMERGENCY
SPILLWAY
TOP VIEW
SEDIMENT FOREBAY
(PLANTED AS MARSH)
PERMANENT
SIDE VIEW
EMBANKMENT
ELEVATION = 39.75 SEDIMENT FOREBAY 0.75' ORIFICE INVERT = 40.25
6' WIDE TOP RISER = 42.0
LET-"'�IMIN•BENCHQUATIC� 92" BARREL INVERT = 40.25
IN FLOW I TOP OF PERMANENT
ELEVATION = 37.0
POND SECION
NOT TO SCALE
-36' PRECAST BOX
WITH EXTENDED BASE
CONCRETE
ANTI -FLOTATION BLOCK
5'x5'x1'
AILS
TOP OF EMBANKMENT= 43.0
12' RCP BARREL
DROP INLET V. 40. INV. 0.63
RIM 42. 18" RCP DR0>4NLET
RIM 43.7 f
La , NN V. 40.68 r 1
INV. 40.84 Q \ J
INSTALL LEVEL SPREADER
PER NCDENR SPECIFICATIONS
' U
0
M
INV. OUT = 40.00
SMAF.1
ROW ANNUM
;TWEED
NOTE:
CONTINUE PLANTING SCHEME SHOWN ABOVE AROUND ENTIRE
LENGTH OF 6:1 SHELF
NOTES:
1. ALL AREAS ABOVE THE NORMAL POOL
ELEVATION TO BE SEEDED WITH PERMANENT
SEEDING MIXTURE SPECIFIED ON SHEET LA-4.
2. WETLANDS SPECIES TO BE PLANTED ON THE 6:1
SHELF INCLUDE:
Peltandra virginia (Arrow arum)
Typha spp. (Cattail)
Polygonnum spp. (Smartweed)
Zlzanio aquatica (Wild Rice)
OTHER SPECIES WITH SIMILAR GROWTH HABITS AND
WETLAND VALUES MAY BE APPROVED BY
ARCHITECT.
� 41
f �
40
I
1 _
EXISTING 39
- - - - � ATA�ifi1
c
EXISTING GRADE OF VEGETATED FILTER
CD E G
R 11+�1: 45 06
f AT CROSS SECTION LOCATION
I r-; � ..., .. , - .�,,, ... , � � norm ,�u�rr
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL OBTAIN ALL THE PERMITS AND APPROVALS NECESSARY TO BEGIN AND
COMPLETE THE PROJECT. THESE PERMITS AND APPROVALS INCLUDE, BUT ARE NOT NECESSARILY
LIMITED TO, THE LAND -DISTURBING PERMIT, AND LOCAL SITE PLAN APPROVAL
SCHEDULE AND HOLD A PRE CONSTRUCTION CONFERENCE BEFORE BEGINNING ANY TIMBERING,
CLEARING, DEMOLITION, OR GRADING WITH THE ARCHITECT, THE CONTRACTOR
AND THE EROSION CONTROL INSPECTOR.
BEGIN INSTALLATION OF ALL EROSION CONTROL DEVICES, INCLUDING INLET PROTECTION
BEGIN CLEARING AND GRUBBING OF SITE UPON COMPLETION OF THE INSTALLATION OF THE EROSION
CONTROL MEASURES.
PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN 30 WORKING DAYS AFTER COMPLETION
OF ANY PHASE OF GRADING.
IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE
PROPER IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL
CORRECTIVE ACTION.
INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY.
ACCUMULATED SEDIMENT FROM THE TRAPS MUST BE REMOVED WHEN IT REACHES ONE-HALF THE
DESIGN DEPTH OF THE TRAP. THE WASHED STONE AT THE OUTLETS MUST BE REPLACED WITH CLEAN
STONE WHEN IT BECOMES CLOGGED WITH SEDIMENT. SILT FENCING SHALL BE INSPECTED AND CLEANED
OF SEDIMENT AFTER EACH RAINFALL. THE CONTRACTOR IS ALSO RESPONSIBLE
FOR INSPECTING AND MAINTAINING THESE DEVICES.
COMPLETE FINAL GRADING OF THE PARKING AREA AND STABILIZE WITH GRAVEL
COMPLETE FINAL GRADING OF ALL SLOPES AND LANDSCAPE AREAS AND PERMANENTLY VEGETATE.
WHEN CONSTRUCTION IS COMPLETE AND STABILIZED, CALL THE EROSION CONTROL INSPECTORS FOR AN
INSPECTION BEFORE REMOVING THE EROSION CONTROL DEVICES.
AFTER THE SITE IS STABILIZED. REMOVE ALL TEMPORARY MEASURE AND INSTALL PERMANENT
VEGETATION ON THE DISTURBED AREAS.
ARRANGE FOR A FINAL INSPECTION WITH EROSION CONTROL PERSONNEL TO ENSURE THAT ALL
REQUIREMENTS HAVE BEEN MET.
SEED BED PREPARATION
1. CHISEL COMPACTED AREA AND SPREAD 3' TOPSOIL OVER ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO AN 8" DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLE UNIFORM SEED BED IS PREPARED 5'
TO 8" DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED WITH SEEDING EQUIPMENT OR CULTPAK AND COVER SEED
LIGHTLY AFTER SEEDING.
44
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. RESPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED WITHIN THE PLANTING SEASON.
43
IF STAND IS OVER 60% DAMAGE, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING
RATES.
42
9. CONSULT CONSERVATION INSPECTOR FOR MAINTENANCE, TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
41
*APPLY: AGRICULTURAL LIMESTONE- 2T/AC (3 TON IN CLAY)
FERTILIZER: 50-50-50 AT 800-1000/ACRE
40
MULCH: 3 TONS (80 BALES) SM. CEREAL STRAW/ACRE
ANCHOR: EMULSIFIED ASPHALT 150 GAL/AC
39
TEMPORARY SEEDING SCHEDULE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
SEEDING DATES
PIEDMONT MAY 1 -- AUG. 15
COASTAL PLAIN APRIL 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND REMUCLH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING SCHEDULE
SEEDIAG MIXTURE RATE
SPECIES
TALL FESCUE, OR 50 lb./acre (SEED)
FINE FESCUE, OR 50 lb/acre (SEED)
KENTUCKY BLUEGRASS 25 lb/acre (SEED)
PLUS REDTOP, OR 3 lb/acre (SEED)
PERENNIAL RYE GRAIN 15 lb/acre (SEED)
PERENNIAL RYE GRAIN 15 lb/acre (SEED)
SEEDING DATES
MAY JULY
SOIL AMENDMENTS
OBTAIN SOIL TEST BEFORE PERMANENT SEEDING. APPLY UME AND FERTILZER ACCORDING TO SOIL TEST.
SEEDING METHOD
BROADCAST SEED WITH SEEDING EQUIPMENT OR CULTPAX AT THE RATES SHOWN ABOVE AND COVER
LIGHTLY.
MULCH
APPLY 4 TONS/ACRE CEREAL STRAW (3/4' 1' DEEP). ANCHOR
WITH EMULSIFIED ASPHALT (150 GAL/ACRE).
MAINTENANCE
DO NOT CUT GRASS SHORTER THAN FOUR (4") INCHES.
C" 4 .0
RECEIVED
SEP 0 6 2001
/BC 44.7 + 1
nw+a BC 45.25
TC 45.
PROD # BC O.5
TC 45 5 p '
45.0 BC 44.4
. _.....- - i + C45.0
P R 0 P 0
k R .I• FACIL177F
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5625 DILLARD DR., SUITE 117, BLDG 1
CARY, NORTH CAROLINA 27511
TELE: [phone]
FAX: [phone]
GRADING/STORWDRAINAGF
ER0_SIOh ROL F'Lat:
0
20 10 0 20 40 60
i
RE ONS
COMMENTS
07-27--01
COMMENTS
BY f
'IPE
JPE
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4,116911 too,,,',
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DATE
04/30/01
SCALE
iCw�tEt' F3Y
I ! un13iLII�C �
DRAWN BY CMC
CHECKED BY
JKB
JOB 2000079
SHEET
LAm4
OF 6 SHE£75

REVMMNS n
6" 21_0"
1 /4" R
.
I,
2'-6"
SECTION A -A
e
BETWEEN JOINTS
FRONT VIEW
NOTES:
CONCRETE FOR CURB AND GUTTER
SHALL CONTAIN NOT MORE THAN
6.6 GALLONS OF WATER PER BAG
NOT LESS 1.5 B.B.LS PER CUBIC YARD.
FORM MUST BE ACCEPTABLE TO
ENGINEER.
_%s
r-2
CURB AND GUTTER SECTION LA-6
LA-e NTS
6X6-W1.4X W1.4WWM
FINISH GRADE 21-00
I + 6
COMPACTED -Y 1'-0"
SUBGRADE I o
v
FSECTION II �I fI
I-
5
LA-6
CONCRETE FLUME
BRICK INLAY TO MATCH EXISTING
CONTROL J❑INT SEE SPECS
FOR TYPE J❑INT SEALANT
BACKER ROD
C❑MPRESSIBLE FILLER
BROOM FINISH
2' C MIN)
2'-0" 6"
ROUGH BROOM FINISH
FACE OF CURB VARIES
SEE PLAN
PLAN
BACK OF CURB
6X6X10X10 WWF FOR 1
LIGHT DUTY C❑NCIII \
-
6X6X2.9X2,9 WWF FOR .. A, AEM
HEAVY DUTY CONC. `' ;i
STOP 4' FROM EDGE '
OF CONCRETE I I I— I'
COMPACTED SUBGRADE I,, 1 I III III -III I, I I I�
II III III
NTS
DEWATERING CONCRETE BLOCK
'
O
CONSTRUCTION SPE.Q.I.F CA_ I TIONS
'
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
°
p 00 °p0 ••�_
°
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL r•
°
° -f
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED !�
°
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
q•�
�� b 60A0
00o 1ooax0
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2:1 SLOPE, GRAVEL FILTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS.
TEMPORARY SEDIMENT WIRE SCREEN
POOL
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
DEWATERING
WIRE MESH WITH 1/2-INCH OPENING OVER ALL
BLOCK OPENING TO HOLD GRAVEL IN PLACE.
1, MIN.
16'
3. USE CLEAN GRAVEL.3/4-TO 1/2-INCH IN
2'
DIAMETER, PLACED 2 INCHES BELOW THE TOP
a
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER ANDIs
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
•''4.
STONE IS RECOMMENDED
��niu�nrr
INLET PROTECTION
NTS
CONTROL JOINT SEE SPECS
FOR TYPE JOINT SEALANT
BACKER ROD
COMPRESSIBLE FILLER
BROOM FINISH
2" (MIN)
6X6X 1 OX 10 WWF FOR
LIGHT DUTY CONC.
/ I 6X6X2.9X2.9 WWF FOR .. a :\ F / "
HEAVY DUTY CONC. ,, '� ; A 102"
STOP 4" FROM EDGE '
OF CONCRETE I 1:!71 1 1 9' I I
COMPACTED SUBGRADE I" I I I I I I I I III -III 11 I
III III
CONCR
1 /2" EXPANSION JOINT
SEE PLAN
-
CONCRETE PAD
6" CURB
ASPHALT DRIVE
SEE PLAN FOR LENGTH
EXIST. GRADE
SLOPE 2% MIN.
1= 1 I
i
�—
_11=
...
o6aaaa°°a�°o°aO 0ao°,a 0
o� ®�oo
��P aoa�°
� °°f °Ol p°aa°Oa�°
4a4000a400°
0 ao�
J-1
-0- �{
� ,—
°a
ooaoo��oono�°°°o
STONE BASE
�a�°a°a
6X6 2.9/2.9 WWF. MID DEPTH
1=o1 Ioi=Qs1
I
s CONCRETE
DUMPSTER
PAD
LA--61
NTS
FINISHED GRADE
CAST IRON CLEAN OUT
i PIECE OF PIPE 4' C.I. PIPE
/%
MIN. GRADE 2 X
4' C.I. PIPE
COMBINATION LONG TURN PATTERN
Y AND 1/8' BEND
BARREL OF PIPE TO REST ON
UNDISTURBED SOIL
zo
i
TYPICAL SANITARY SEWER
LATERAL INLINE CLEAN OUT
PARKING N❑TEI PR❑VIDE ADDITI❑NAL
'VAN ACCESSIBLE' SIGNAGE
ws AT L❑CATI❑NS REQUIRED BY
CODE AND/OR AS INDICATED
ON DRAWINGS.
co
CD
Tack Coat
❑ld Asphalt Saw Cut
New Asphalt
New A�gre�ate
12, PrIme Coat
min
Existing Aggregate Base
0"_3� ASPHALT PAVEMENT TRAI
�----- SMOOTH CONCRETE DOME—� TRANSFORMER
6' GALV METAL, CONCRETE
3600
' FILLED B❑LLARD-PAINTED
6' 6'
—CONCRETE SLAB
71 .• • pA,. ppp�;. p
♦D: •� D •� •A,p A e Q p p
, r,. r. .n •e .a •'D a D D •.
A,
-' 18' DIAMETER D D o
o. •a
D CONCRETE F❑❑TING .
e • A
-
BOLLARD DETAIL
5'-0"
12" RCP
1" 0 EXPANSION ANCHORS
TYPICAL EACH SIDE
'
ANGLE JRON
4 X4 X5/80X3'LONG
"
TYPICAL EACH SIDE
:f
4 SPA. 0 8'=32"
"
�
0.75" ORIFICE
':I'.
:: ;•'.` , :':mow` 's,_.=-. ,_t z:' 'al'_.
NTS
4
LA-6
—CONCRETE CURB & GUTTER
MIN. FINISH GRADE
ELEVATION
WIPE DOWN CURB
-WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
-LETTER TO BE 3" HIGH MIN., CLEARLY LEGIBLE AND SPACED AS DETAILD.
-SIGNS AREA TO BE PLACED NO GREATER THAN 200' ON CENTER
-PLACE SIGNAT EACH END OF LINEAR TREE PROTECTION AREA AND 200' ON CENTER
THEREAFTER.
-FOR 'TREE PROTECTION AREA LESS THAN 200' IN PERIMETER, PROVIDE NO LESS
THAN ONE SIGN PER
PROTECTION AREA.
-ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
-MAINTAIN TREE PROTECTION FENCE THROUGHOUT THE DURATION OF THE PROJECT.
40"
--�I 3"
4�
4"
3�4"
1 s"
Sign Detafl
WEATHERPROOF SIGN AS SHOWN
ABOVE. SEE NOTES BELOW FOR
1.33 Ib/LF steel CONSTRUCTION AND SPACING DATA
post typical ORANGE UV RESISTANT
FHIGH TENSILE STRENGTH
PPLY BARRICADE FABRIC
4' MIN
y4 �' • 4 , `!,. �'G4,, •try +u ". • •{:`. I ti
r Y'R' .: 1 •.ti �
L '2' MIN :`�:'r.�,,;._ti Kl"`+SU�QrQ�@,{.+.''j' +:'e.;,``'ti..A•..�w,.
r'[ 1 ti ti.v
TREE PROTECTION FENCE
NTS
GW 100 GALVANIZED 3'-0"
GRATE 1" X 3/16'
BEARING BAR SIZE
(TRASH GRATE)
36"X36" (I.D.) CONCRETE BOX
_TOP_ EL = 42.00
Ali 0.7500 ORIFICE
INV. =40.25 u,
REBAR TRASH
12' RCP RACK OVER FICE
_ Y INV. EL = 40.25
• CAST -IN -PLACE
BARREL PIPE ; :' ' '. : ' CONCRETE
INV OUT=40. BASE EL = 39.00
1" 0 EXPANSION ANCHORS
® 8" O.C. TYPICAL EACH SIDE
ANGLE IRONS
4'X4"X5/8'X3'LONG
TYPICAL EACH SIDE
1 M
SECTION
RJSEP�/BARREL „SIRUCTURE
Nor M SCINX
v
vNqKM&Cj=
5625 DILLARD DR., SUITE 117, BLDG 1
NTS �..s NTS CARY, NORTH CAROLINA 27511
TELE: [phone]
FAX: [phone]
2' GALVANIZED STEEL
CHANNEL
0
NOTE,
1, ALL SIGNS SHOWN SHALL
CONFORM TO U.S. MANUAL
SPECIFICATI❑NS.
2. ALL SIGNS SHOWN SHALL
BE REFLECT❑RIZED TO
F—GBADE
SHOW THE SAME COLOR BY
NIGHT AS BY DAY.
3. ALL SIGNS SHALL BE
SECURELY MOUNTED ON
GALVANIZED STEEL CHANNEL
:y
POSTS.
11
4. INSTALL QUANTITY AND AT
L❑CATI❑NS REQUIRED BY
CODE AND/OR AS INDICATED
ON DRAWINGS. CONFIRM ALL
HANDICAPPED SIGNAGE
CODES.
HANDICAP SIGN
,3
Lp.$
NTS
i I!! a 11 I
CiJO2
00 Q f1�=
y 77
1I-
° — I
14'
CONC
14
RISER STRUCTURE DETAIL
2" ASPHALT SURFACE FINISH
8" CABC
WASHED
#57 COARSE AGGREGATE
2-4 OZ. NON -WOVEN
DRAINAGE FABRIC
SELECT FILL
MATERIAL
6" CORRUGATED PERFORATED
PLASTIC PIPE
SLOPE 1 % MIN.
TO OUTLET.
SIDEWALK CONC. CURB
& GUTTER
NOTE:
1. PLACE 1 " WASHED #57 COARSE AGGREGATE BENEATH PIPE
2" ASPHALT PAVEMENT
8"CABC
SELECT FILL MATERIAL
MOM THOU SECTION
FRENCH DRAIN(BELOW DRIVE -UP FACILITY & ITS PAVEMENT AS SHOWN ON SHEET LA-4)
EXISTING
GRADE
NT�..._ Details
NTS
lk►TE
04/30/01
SCALE
1'=20'
DESMGNED BY
JKB
DRAWN BY CMC
CHECKED BY
JKB
`IM 2000079
SST
LA-6
nF 6 SHEETS