SW8110907_APPROVED PLANS_20120806

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 j 1 oqo­l
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-012 080�
YYYYMMDD

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:.:::::::::::::::::::: ::..... h
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CLEANOUT C �.
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INV EL 19.50 _ aA�... \� > ... 21::.:' : ti •; :'::: '::':':::.'::: ::.'::':':.
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BE C O DOWNSPOUT \ O y c�0 ^ti• /
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WET DETENTION POND
PROPOSED STORM WATER
MANAGEMENT FACILITY
TOP OF BANK = 22.10
BOTTOM = 17,00/12 00
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OVERFLOW , / VAGILS
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(:OAK V :::.:'21: 21.60 STM 86. �!F' ' � / � / o so aD 40
ROOF DRAIN
DOWNSPOUT
DIPACCEII
.......AA 2200 �
/ ( IN FEET )
/ BOLL RIDS � \ nooeD A"EL CLEANOUT } .5. .}.,:' ( �, / / L
' ROOF DRAIN I t inch = 20 ft
3 ^ 12°' DIA A \ \\ \ DOWNSPOUT INV EL 19.25 : < 2.0 :.':.{.. :................ °
/ EACH SIDE WITH TYP ::.(::r..
( ) ROOF DRAIN
\ LOCKING CABLE / ::::::::.
::::
\ Ste. 12" PVC / '::: :::22.00, / / POST -DEVELOPED POST -DEVELOPED
..........
DRAINAGE LEGEND SURFACE LEGEND
CLEANOUT .. I r:. ::: ::
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- %, I� ��' 4q ' EACH SIDE WITH """ -.'".\ / s /'-
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RIM=29.d4°
\ INV N®18,82'
\\ `\\ INV W=18.55'
\INV 5-19.5 ' S-3
POLE (TYP.)
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3615
DRAINAGE STRUCTURE TABLE WEST
STRUC TO STRUC
TYPE
GRATE
SIZE
LENGTH
SLOPE
INV UP
INV
DN
S-1 S-2
"C"
21.75
12"
80
0.69 %
19.30
18.75
S-2 S-3
"C"
21.75
12"
56
0.43 %
18.75
18.51
S-4 S-5
"C"
21.75
12"
39
0.38 %
18.25
18.10
S-5 S-6
"C"
21.75
12"
19
0.53 %
18.10
18.00
S-6 S-7
"C"
21.75
12"
103
0.44 %
18.00
17.55
DRAINAGE STRUCTURE TABLE EAST
STRUC TO STRUC
TYPE
GRATE
PIPE
SIZE
LENGTH
SLOPE
INV
UP
INV
DN
S-1 S-2
"C"
22.75
15"
65
0.38%
17.75
17.50
S-2 S-3
"C"
21.60
15"
121
0.33%
17.50
17.10
S-4 S-5
"C"
20.75
15"
67
0.27%
18.00
17.82
S-5 S-6
"C"
20.75
15"
50
0.27%
17.82
17.69
S-6 S-7
"C.,
20.75
15"
51
0.27%
17.69
17.55
S-7 S-8
"C"
21.50
15"
63
0.27%
17.55
1 17.38
S-8 S-3
P.C.
21.80
15"
101
0.27%
17.38
17.10
S-3 S-7
"C"
21.40
24"
42
0,24%
17.10
17.00
LEGEND
PROPOSED ASPHALT
PAVEMENT 22,112 SF
PROPOSED CONCRETE WALKS
PADS/ENTRANCES
3,664 SF
` PROPOSED CONCRETE
M T R Y LE AREA O O C C 276 SF
PROPOSED BUILDING AREA
10,490 SF
CLEAR TREES - 30' NCDENR
BUFFER AREA 470 SF
CLEAR TREES - 30'-50'
BUFFER AREA 1,547 SIF
WETLAND NOTE
WETLANDS DO NOT EXIST WITHIN
THE PROJECT LIMIT AREAS
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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GRADING
AND
DRAINAGE
PLAN
(C) The Stellar Architectural and
nflineeAng Group. Inc. 2G/1. All
Hghte reserved- No Part of this
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be used rep
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communicated
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any means Without the Prior,
Written consent of The Stellar
Architectural and Engineering
Group. Inc
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JOB 40. 72203844
DRA": TLD
CHECKED: WJB
SCALE: 1 "=20'
C 103-A
DRAWING NO.

WIRE FENCE
FILTER FABRIC
BACKFILL TRENCH AND
COMPACT THOROUGHLY -)
SL
8"MIN
i'---i 4' MIN
6' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
18 24'
STEEL POST
IN THE END
SPECIFICATIONS:
1. THE -RASE BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN THE CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO
THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5, ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8INCHES OF THE FABRIC.
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST 1 INCH
VERTK:ALLY APART. ALSO.. EACH TIE SHOULD RE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO
PREVENTSAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
T. NO MORE THAN 24 INCHES OF AM INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER. OR ROLLER EXERTING AT LEAST W
POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL
OF 4 TRIPS.
1
W MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS N
l,rk IMMEDIATELY.
R SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
M
REMOVE SEDIMENT DEPOSITS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLYSTABILIZED.
SEDIMENT FENCE 1O
3 STEEL POSTS 19-GUAGE HARDWIRE CLOTH
1r 4' O.C. (MAX) (114 MESH OPENINGS)
N
r
3'
RUNOFF WATER 42'�,
llaxx�WITH SEDIMENTpFILTERED
`c WATER
WNCDOT #5
WASHED STONE
SPECIFICATIONS'.
1UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
.
2. DPOSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY
AROUND OOT STEEL PERIMETER OF THE INLET .AMAXIMUM OF FEET APART.
ARO
3. SURROUND THE POSTS WI
TH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE, AND BOTTOM. PLACING 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
RA NCDOT as OR 05T STONE ON A 2'1 SLOPE WITH A HEIGHT OF 16 INCHES MOUND THE
0. PLACE CLEAN GRAVEL ) 1
a4N WIRE. AND SMOOTH TO AN EVEN GRADE.
Z 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT. AND
Rew ESTABLISH FINAL GRADING ELEVATIONS.
r,
V 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAINTENANCE:
E INSPECT INLETS AT LEAST WEEKLY REACH SIGNIFICANT V21NCH OR GREATER RAINFA
LL EVENT. CLEAR
THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
OTHEFT E
H SEDIMENTREMOVAL . REPLACE STONE AS NEEDED.
CARE NOT TO DAMAGE OR UNDERCUTTHEWIRE MESH DURING
9
exxial
$E
INLET PROTECTION - FABRIC/STONE O6
N
WIRE SCREEN
I DEWATERING
A TEMPORARY
V SEDIMENT POOL CONCRETEBLOCK
r IF F
MIN
6'
2' MAX
I
` DROP INLET
I
WI GRATE
/\
N NCDOT#5 OR#5] FILTERED
� WASHEDSTONE
1I WATER
SPECIFICATIONS:
`4 L LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 12 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
' ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
V - H DIAMETER PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A
0 3. USE CLEAN GRAVEL. ERA 2 O IN
C #5]W STONE IS RECOMMENDED.
15LOPEORFLATTERANDSMOOTN IT TO AN EVEN GRADE. WASHED
2
T THE INLET NO STEEPER THAN 3.1. LEAVEA
4. IF ONL
Y STONE AND GRAVEL ARE USED. KEEP HE SLOPE TOWARD L
A BETWEEN THE THE INLET,
USE S ONE 3I INCHES
IN
MET EVENT
�s MINIMUM 1-FOOT WIDE LEVEL STONE ARE N E
J R
GRAVEL FROM ENTERING INLET. ON THE SLOPE TOWARD THE INLET, USE STONE 31NCHEA IN DIAMETER 0
INLET 1/ - 41NCH GRAVEL NCDOT #Sl WASHED STONE
a
LARG
ER. ON THE SLOPEAWAYOF I FROM THE NLE USE 2 3l 1 1
AT A MINIMUM THICKNESS OF 1 FOOT.
Eoo
8
MAINTENANCE:
Call INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH OR GREATER) RAINFALL AND
r MAKE REPAIRS AS NEEDED.
NREMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
/ BEENADEQUATELY STABILIZED REMOVE&I-MATERIALSANDANY
N WHEN THECONTRI DEITHE DRAINAGE OR DISPOSE
E
r UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
O
RIAT STABILIZE ALL BARE AREAS AROUND THE INLET. GRADE. THEN SMOOTH AND COMPACT IT. APPROPRIATELY
i INLET PROTECTION DETAIL - BLOCK/STONE 1�8
is
I
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its
LL
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N
0
O
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0
Le
OL
50' MIN.
FLAIR INTERSECTION AREA
TO ALLOW FOR TURNS
0
W
EROSION AND SEDIMENT CONTROL
LEGEND
8 8CONSTRUCTION
ENTRANCE
6.06
-SF-SF-
SEDIMENT FENCE (6.62)
Go
INLET PROTECTION (6.50 -
6.55)
PLAN
__0_SODDING (6.12)
VDOT#1 COURSE AGGREGATE
VMIN.(MIN. 3"IN CUT)
FgTrUss=Mco
TS TEMP. SEEDING (6.10)
o
FILTER CLOTH
SECTION LINER
y TD y TEMP. DIVERSION
SPECIFICATIONS:
DIKE 1 SWALE (6.20)
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION. ROOTS.. AND OTHER OBJECTIONABLE MATERIAL AND
PROPERLY GRADE IT.
2, PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS. AND SMOOTH IT.
���=�� AREA OF DISTURBANCE
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAR IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE, THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 24NGSTONE. AFTER EACH RAINFALL. INSPECT ANY
LEGEND
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
3
O
OBJECTIONABLE MATERIALS SPILLED, WASHED. OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE O2
1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE
TEMPORARY SEEDING
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN HANDBOOK, NORTH CAROLINA GENERAL STATUTES
all 1yi4r
CHAPTER 113A ARTICLE 4,(NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973), AND NORTH
INSTALL SEDIMENT
CAROLINA ADMINISTRATIVE CODE T15A.04(SEDIMENTATION CONTROL).
FENCE AROUND �k�
10'MAX.
PERIMETER OF
2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSRUCTION CONFERENCE.
T
STOCKPILE -
ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING PCTIVITY. AND ONE WEEK PRIOR TO THE FINAL
INSPECTION.
3, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL
SPECIFICATIONS:
1. SELECT LOCATION TO AVOID SLOPES. WETLANDS,
TIMES.
SMALLER STOCKPILES LOCATED NEM AREAS WHERE THEY WILL BE USED IS
STOCKPILES NEAR AREAS BE USED
ROUTES. USING MULTIPLEECONOMICAL
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
PREFERRED AND MORE ECONOMICAL.
INCLUDING. BUT NOT LIMBED T0. OFFSITE BORROW OR WASTE AREAS), ). THE CONTRACTOR SHALL SUBMIT A
2. USE SEDIMENT FENCES OR OTHER BARRIERS WH NECESSARY TO RETAIN SEDIMENT WITH AN OPENING FOR
SUPPLEMENTARY EROSION CONTROL PLAIN TO THE O WNER FOR THE REVIEW AND APPROVAL BY THE PLAN
ACCESS.ERE
APPROVING AUTHORITY.
3. PROTECT STOCKPILES BY TEMPORARILY SEEDING AS SOON AS POSSIBLE, NO MORE THAN 15 CALENDAR DAYS
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
AFTER THE FORMATION OF THE STOCKPILE (PRACTICE 610TEMPORARY SEEDING).
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
.,
]. ALLTURBIGACTIVDISTURBED AS ARE TO DRAIN
ENTUNTCONALSTABTROL ASURES AT ALL TIMES DURING LAND
4. IF STOCKPILES WILL NOT BE USED WITHIN %DAYS THEY MUST BE STABILIZED WITH PERMANENT VEGETATION TO
SITE DEVELOPPROVED
DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
CONTROL EROSION AND WEED GROWTH (PRACTICE 6.11. PERMANENT SEEDING).
8. DURING DE WATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
MAINTENANCE
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
INSPECT STOCKPILES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112INCH OR GREATER) RAINFALL EVENT.
RUNOFFPRODUCINGRAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
RESEED AND MULCH ARES WHERE SEEDING EMERGENCE IS POOR. OR WHERE EROSION OCCURS, AS SOON AS
POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
GENERAL EROSION CONTROL NOTES O
5 ll
STOCKPILE - PLNG
CHOOSING APPROPRIATE TYPES OF SOD
2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFOREAYING SOD. OURINGTHESUMMER,
TYPES OF SOD AVAILABLE IN NORTH CAROLINA BASED ON THE PROJECT REGION AND ADAPTATION:
LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAVING THE SOD TO COOL THE SOIL, REDUCE ROOT
BURNING. AND DIEBACK.
SPECIES VARIETIES REGION OF ADAPTATION
3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH
HYBRID BERMUDA GRASS VAMONT. TIFWAY. TIFWAY PIEDMONT& COASTAL PLAIN
STERILANTS OR HERBICIDES.
II & TIFGREEN
4. LAV THE FIRST ROW IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLELED TO AND BUTTING
ZOYSIA GRASS EMERALD. MEYER PIEDMONT& COASTAL PLAIN
TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICKA-IKE PATTERN BE SURE THAT THE SOD
IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS PRE BUTTED TIGHTLY TO PREVENT VOIDS.
CENTIPEDE GRASS NO IMPROVED VARIETIES PIEDMONT& COASTAL PLAIN
USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULARLY SHAPED AREAS.
ST. AUGUSTINE GRASS RALEIGH PIEDMONT& COASTAL PLAIN
5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ONSLOPES
31 OR GREATER, OR WHERE EVER EROSION MAYBE A PROBLEM. SECURE SOD WITH PEGS OR STAPLES.
QUALITY OF SOD
USE ONLY HIGH -QUALITY SOD OF KNOWN GENETIC ORIGIN. FREE OF NOXIOUS WEEDS. DISEASE. AND INSECT
6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED. ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN
PROBLEMS. IT SHOULD APPEAR HEALTHY AND VIGOROUS. AND CONFORM TO THE FOLLOWING SPECIFICATIONS:
ROOTS AND SOIL.
1. SOD SHOULD BE MACHINE CUT AT A UNIFORM DEPTH OF 112-2 INCHES (EXCLUDING SHOOT GROWTH
]. AFTER ROLLING. IRRIGATE UNTIL THE SOIL 15 WET 41NCHES BELOW THE SOD,
AND THATCH.
6, KEEP SODDED DREGS MOIST TO A DEPTH OF 41NCHE5 UNTIL THE GRASS TAKES ROOT. THIS CAN BE
2. SW SHOULD NOT HAVE BEEN CUT IN EXCESSIVELY WET OR DRY WEATHER.
DETERMINED BY GENTLY TUGGING ON THE SOD RESISTANCE INDICATES THAT ROOTING HAS OCCURRED.
3. SECTIONS OF SOD SHOULD BEA STANDARD SIZE AS DETERMINED BY THE SUPPLIER, UNIFORM, AND
9. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLV2-3WEEKS.
UNTORN.
SODDED WATERWAYS
4. SECTIONS OF SOD SHOULD BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT. AND RETAIN THEIR
SOD PROVIDES A RESILIENT CHANNEL LINING. PROVIDING IMMEDIATE PROTECTION FROM CONLRENTRATED RUNOFF
APE WHEN LIFTED BY ONE END.
SIZE AND SHAPE
AND ELIMINATING THE
E NEED FOR INSTALLING MATS OR MULCH. THE FOLLOWING POINTS APPLY TO THE USE OF
SOD IN WATERWAYS'.
5. HARVEST, DELIVERY , AND INSTALLATION OF SOD SHOULD TAKE PLACE WITHIN APERIOD OF 36 HOURS.
t. PREPARE THE SOIL AS DESCRIBED IN PRACTICE 630, GRASS -LINED CHANNELS. THE SOD TYPE MUST BE
SOIL PREPARATION
ABLE TO WITHSTAND THE VELOCITY OF FLOW SPECIFIED FIEO IN THE CHANNEL DESIGN APPENDIX 6.05.
ENTSF TEST SOIL TO DETERMINE THE EXACT REQUIREMENTS OR LIME AND FERTILIZER. SOIL TESTS MAY BE CONDUCTED
TESTING LAB OR TA
BY THE STATE SO L TEST COMMERCIAL LABO OR INFORMATION ON FREE SOIL
LABORATORY
2. LAA SOCK H DIRECTION
PERPENDICULAR TO E D REC ON OF FLOW. WITH THE LITERAL JOINTS STAGGERED IN
SiON F
R C DIVCON OF
TESTING IS AVAILABLE FROM THE AG ONO O THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE OR
LIKE PATTERN
ABRICK-LIK P R EDGES
E ATTE N SHOULD BUTT TIGHTLY TOGETHER.
WHERE
WHERE stTHE AGRICULTURAL EXTENSION SERVICE DOING MUST BE PLANNED WITHOUT SOIL TESTS THE FOLLOWING
SOILA AMENDMENTS MY BE SUFFICIENT.
3. AFTER ROLLING OR TAMPING CREATE FIRM
C EA E p CONTACT. PEG OR STAPLE INDNIDUAL SOD STRIPS TO
S
ESTABLISHMENT.
RESIST WASHOUT DURING EST HM NT ABLIS E .JUTE OR OTHER NETTING MATERIAL MAY BE PEGGED OVER
P AGRICULTURAL LIMESTONE AT RATE OF 1 O BIt
1. POLARIZED CRE 0 L .COO SF
THE SOD FOR EXTRA PROTECTION ON CRITICAL AREAS.
2. FERTILIZER IOTA RATE OF t.i%gLB:ACRE (25 LBI1,000 BE) OF 10-10-101N FALL OR 5-10-ID IN
MAINTENANCE
SPRING.
T T
AFTER THE FIRST WEEK WATER NECESSARY O MAINTAIN A N ADEQUATE MOISTURE IN THE ROOT ZONE AND
PREVENT DORMANCY OF THE SOD .
EQUIVALENT NUTRIENTS MAY BE APPLIED WITH O ER FERTILIZER FORMULATIONS THESE AMENDMENTS SHOULD BE
OR TE
SPREAD EVENLY OVER THE AREA, AND INC POPA D INTO THE TOP" INCHES OF SOIL BY DISKING,
ONE-THIRD THE SHOOT ANY MOWING G
O GRASS HEIGHT SHOULD BE MA:NTAINED
BETWEEN
R EFFECTIVE MEPNS. IF TOPSOIL IS APPLIED FOLLOW
HARROWING, OR OTHER E E LLOW SPECIFICATIONS GIVEN IN PRACTICE
AND INCHES UN
BETWEEN 2 AND 31NCHES UNLESS OTHERWISE
WI SE SPECIFIED. .
6.04, TOPSOILING.
AFTER THE FIRST GROWING SEASON ESTABLISHED SOD REQUIRES FERTILIZATION AND MAY ALSO REQUIRE LIME.
FA OF TRASH,FOLLOW
PRIOR TO LAYING SOD. CLEAR THE SOIL SURFACE DEBRIS ROOTS BRANCHES. STONES CLODS
SOIL TEST RECOMMENDATIONS WHEN POSSIBLE R
0 USE THE RATES IN TABLE 6.12b.
ELL LARGER THAN 2INCHES IN DIAMETER. ILL LE OW SPOTS IN ORDER TO pV010 STANDING WATER. RAKE
WATER.
SMOOTH
AND LE I OR HARROW THE SIZE TO ACHIEVE A LEVEL FINAL GRADE.
TABLE 6.12b
COMPLETE SOIL PREPARATION BY ROLLING OR CULTIPACKING TO FIRM THE SOIL. AVOID USING HEAVY EQUIPMENT
SPECIES ANNUAL FERTILIZER MOWINGHEIGHT
ON THE AREA, PARTICULARLY WHEN THE SOIL IS NET AS THIS MAY CAUSE EXCESSIVE COMPACTION, AND MAKE IT
IT, W1000s0 1111
DIFFICULT FOR THE SOD TO TAKE ROOT.
HYBRID BERMUDA GRASS 5-6 1
SOD INTALLATION
ZOYSIA GRASS 15 1
R IN TALLINGSOD IS ILLU ❑ IN FIGURE
A STEP-BVSTEP PROCEDURE FOR S ILLUSTRATED CURE 6.12e AND DESCRIBED BELOW.
CENTIPEDE GRASS 0.5 1
1. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE ITIN THESHADE
DURING INSTALLATION
ST. AUGUSTINE GRASS 2.5 2-2
SOD SPECIFICATIONS
7O
�J
COMPLETE PARING SEEDBEDS AN q
SEEDING DATES- MOUNTAINS: MAY 15-AUG. 15
DIKES WATERWAYS, AN STEEP
PSLOP BECAUSE THEY MAKES SEEDBED
SUCH AS.DIKES,WATERWAYS.ANDBASINS.MINIMIZESTEEPSLOPESBECAUSE PREPARATION
DIFFICULT AND INCREASE THE EROSION HAZARD SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM
DRAIN GRADING LOOSEN
PIEDMONT. MAY 1 -AUG. 15
O
TO A DEPTH OF 6-8INCHESUSING A RIPPER HARROW, OR CHISEL PLOW.
COASTAL PLAIN: APR. 15-AUG. 15
SEEDBED PREPARATION
❑ TION IS ESSENTIAL iD SUCCESSFUL PLANT ESTABLISHMENT.
GOOD SEEDBED PREPARATION E BL SHMENT. AGOOD SEEDBED IS
501E AMENDMENTS R
RECOMMENDATIONS OF SOIL TESTS APPLY 2.0110 LBIACRE GROUND
WELL PULVERIZED LOOSEANDUNIFORM MERE METHODS ARE USED, THE SURFACE MAY BE
AGRICULTURAL LIMESTONE AND T50 L&ACRE 10-10-10 FERTILIZER.
D750LB1<RE1O
LAFEE CLODSSTONES.
LEFT WITH A MORE IRREGULAR SURFACE OR LAF3E CLODS AND STONES.
MULCH -APPLYING LBIACRESTRAW. ANCHOR STRAW
LIMING -APPLY LIME ACCORDING TOSOILAG TEST RECOMMENDATIONS. IF THE pH 1 I OF THE SOIL
RTACKINGWITHASPHALTNETTING,ORA
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ENOT
OF TO
KNOWN. AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1l2 TONSIACRE ON
ANCHORING TOOL.
COURSETEXTUREDSOILS AND 23 TONSIACRE OF FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY
MAINTENANCE - REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
LIMESTONE UNIFORMLY AND INCORPORATE NTO THE TOP AS INCHES OF SOIL SOILS WITH A DH OF 6 OR
HIGHER NEED NOT BE LIMED.
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
FERTILIZER -BASE APPLICATION RATES ON SOIL'ESTS. WHEN THESE ARE NOT POSSIBLE APPLYAI0-10-10
TABLE SIOc- TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
GRADE FERTILIZER AT 700.1800 LEIACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP
SEEDING MIXTURE- SPECIES RATE(LBIACRE)
led INCHESOFSOIL. IF A HYDRAULIC SEEDER ISLSED. DO NOT MIX SEED AND FERTILIZER MORE THAN 30
BEFORE APPLICATION.
RYE (GRAND in
SURFACE ROUGHENING- IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE ADDITIONAL
SEEDING DATES- MOUNTAINS: AUG. 15-DEC. 15
ROUGHENING MY NOT BE REQUIRED. EXCEPT TC BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUS T PRIOR TO SEEDING BY DISKING. RAKING. HARROWING OR
. .
COASTAL PLAIN 8 PIEDMONTAUG15 -DEC. 30
OTHER SUITABLE METHODS. GROOVE OR FURCW SLOPES STEEPER THAN 3: ION THE CONTOUR BEFORE SEEDING.
SOIL AMENDMENTS- FOLLOW SOIL TESTS OR APPLY 2.000 LBIACRE GROUND AGRICULTURAL LIMESTONE
PLANT SELECTION
AND 1 NO LBIACRE 10-10-10 FERTILIZER.
SELECT AN APPROPRIATE SPECIES OR SPECIES MXTURE FROM TABLE BLOM FOR SEEDING IN LATE WINTER AND
EARLY SPRING. TABLE 610b FOR SUMMER AND TABLE 6.tOc FOR FALL.
MULCHAPPLY4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
IN THE MOUNTAINS. DECEMBER AND JANUA9Y SEE DINGS HAVE POOR CHANCES OF SUCCESS. WHEN IT IS
ANCHORING TOOL
TIMES USE XMMEN NECESSARY TO PUNT AT THESE E CATIONS FOR FALL AND ASECURELY TACKED MUCH.
MAINTENANCE -REPAIRANDREFERTILIZEDAMAGED AREAS IMMEDIATELY.TOPDREN WITH 501B/ACRE
R
TABLE 6.1Oa TEMPORARY SEED 0 IONS FOR LATE WINTER AND EARLY SPRINGJUNE
SEEDING RECOMMENDATIONS
OF NITROGEN IN MARCH. IF IT 6 NECESSARY T 15,
PAN)
ANDEXTEND COASTAL ORCOVER REAN( (MOUNTAINS)
TAINS)
OESPED E (PIEDMONT LBACRE AND COASTALPUIN OR KOREAN MOUNTAINS I ) ( I
50LATE
SPECIES
SEEDING MIXTURE - E RATE IL&ACREI
AWITH
LESPEDEZA IN LATE FEBRUARY
FEBRUARY OR
OR EARLY MARCH.
RYE GRAN
I RA 120
SEEDING
ANNUAL LESPEOEZA (KOBE IN
EVENLY APPLY SEED USING ACYCLONE SEEDER (BROADCAST). DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER.
4N ClST
PIEDMONTDC AL PLAIN
USE SEEDING RATES GIVEN IN TABLES 6.1 1
Oab. Oc SEEDINGANDHYDROS
MENDED IATE
KOREPN IN MOUNTAINS) 50
FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED
EDRIVEBROADCAST.HAND NOT RECOMMENDED
BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTroN.
S DATES- MOUNTAINS ABO SEEDING VE 2500 FEET. FEB. 15 MAY 15
SHOULD BE PLANTED MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN
SMALLRO
BELOW 2500 FEEL FEB.1 -MAY 1
1I21NCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRPGGING, AND THEN LIGHTLY FIRMED
C
PIEDMONT JAN.1-MAY1
WITH A ROLLER OR CULTIPACKER. HYOROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER(CELLULOSE) MULCH.
COASTAL PLAIN : DEC. 1-APR . 15
MULCHING
THE USE OF AN APPROPRIATE WILL TABLISHMENT ABLISHMENT UNDER NORMAL CONDITIONS AND IS
ES
gTIONSOF SOIL OR APPLY 2000 LB/gCRE GROUND
SUCCESS UN ER HARSH SITE
ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS. HARSH SITE CONDITIONS INCLUDE:
AGRICULTURALSOILAMENDIMENTSLIMESTONE AND'%L5 AC TILIZETESTS
AGRICULTURAL LLIM STONE PNC'SO LB ACRE FERTILIZER. G CULTURA E E10-10-10 FER LZER.
1. SEEDING IN FALL OR WINTER COVER
E (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE),
MULCHAPPLY4,NO LBIACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT NETTING
,ORA
MULCH ANCHORING TOOL. ADISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ASA MULCH
2, SLOPES STEEPER THAN 3:1,
ANCHORING TOOL.
3. EXCESSIVELY HOT OR DRY WEATHER.
F' Y
HIS NOT FULLY ADEQUATE REFERTILIZE NTENA O E. RESEED. AND MULCH
MAINTENANCE
FOLLOWING ON
IMMEDIATELY FOLLOWING ERC SpN (F OTHER DAMAGE
IM
4. ADVERSE SOILS (SHALLOW. ROCKY OR HIGH IN CIAY OR SAND). AND
TABLE 6.1Ob - TEMPORARY SEEDING RECOM,IENDATIONS FOR SUMMER
5. AREAS RECEIVING CONCENTRATED FLOW.
SEEDING MIXTURE SPECIES RATE (LBIACRE)
-
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH
GERMAN MIL.ET 4s
NETTING.
MAINTENANCE
II 'AM IN THE PIEDMONTSTF SMALL RASS MAY BE
EMERGENCE ISPOOR, WHERE EROSION OCCURS, AS SOON AS
SUBSTR. TEO ATARATE OF 50 LBIACRE.
RATE OF
POSSIBLE. DO NOT OW PROTECT
POSSIBLE. DO NOT MOW PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
TRAFFIC AS SS
TEMPORARY SEEDING SPECIFICATIONS l 9 1
EROSION AND SEDIMENT CONTROL PLAN (ESCP)
Project Manne Corps Base Camp LaJeune
USDA Natural Resource Conservation Service daseifise the existing soils
I%. Sbrmwater Runoff Considerations
Tempomry Lodging Facility Addition (TLF Addition)
as blbear
The p oposetl development will increase Me impervious wrbce by 29.162
Camp LaJeune. Noce Carolirm 28540
Name. Mervyn Loamy Fine Shand! percent s lopes (MaC)
SFPeek N . liottmks genemtetl by tle 2yeer end i0.year
Contract Number - NAFBA14Y4T41036
M-C
storm events am as follows:
Delivery Order Number -NAFBALIO-F-084D
Hydrologic Soil Group B
Post -Developed: 02=6,14ct, 010=800ct
Contractor. TM1e Stellar GlOu v
Soil Erosion Factor K rock free 0.20
f )
2900 Hartley Rwtl
Soil Enosbn Factor (K, wfiob soiN 0.15
affects are aced bemuse the tam o Ira
P W IY p
odes
Jasesomik, Florida 32257
Erosion 5
provides awaited ID treat and attenuateThe slormweter
a Moo atoms
provides a wet de*nbondischarg , into n
mnofl pass log Beaver Dam Creek. The wet Oof
Win ay G up
WIN Erod Gaup 2
a cl and ,ounces (74
has a me p4%
volume of
Prepared by: WBJ Conwtng Engineers , PLLC
eddy
Ward Eredibifty Index 134
e.Atagreed
excess) volume. All cob f
excess) oR Ram the sib will be and!
I colt to
and
1365 Tiber Avenue
conveyed! Hough edsRnp and proposed Wkt and pipes to Me wet
! esting pr to the
deknlbn Willy.
Jacksonville, Florida 32207
VI. Critical areas
The adjacent ditch along the north boundary. A sediment knce will be
Beaver Dam Creek is comfied as a SB, NEW water body with Index
Project W.M.
installed to enwm n0 sediment leaves tee project silk.
I9-202 Mal discharges into Morgan Bay and ultir akly mile Me
I. Reflect Daaabbon
ON Elosian aW sediment rmtrd Illeacures -See Chapter 6 of Me North
Atlantic Oman through Me Haw Rivar Intl. The pmpct is located
Caroline Emsbn and Sediment Control Planning and Design Manual.
within Me While Oak River Basin.
Prop and conslmchon wnsist of an approx W 10 4T5 SF Wilding
addition and adjacent parting area. Land distintaince includes
A. Erosion and sediment connote
X. Mein!, areca
demolition of existing pavement construction
I. Conssedinv lMasee
extentpmenlocNrsshowno
of Me new building foundation trenching for utily and sbrm drainage
setlinenl onslbbthe extent Drectlmbk as shown on the
O Me th
A. Site inspedbns shell be penormetl everyseven cetentler days or
Site
rmtlifigtbns. and Msce6neous getting. Constructlon is acM1edukdb
site plans.
within 24 hours afler a nab even! 05 inches or greater.
begin in December. 2011 and end in December of 2012 WIN Me bark of land
1. AA control mmsum must he Drepedy bsbled and
B. Obsaeatbns shall inowde:
dsWigance becoming dump the that sic months of construction
movenned_
I. Lowlemixofiischmicafsediment
During construction, 2.1 saes will has disturbed. Thaproposed
a If sedment escapes Me construction site, sediment
it Locations of control devices which ere m reed of
development will increase the Impervious surface by 14,ON SF.
aaumulallon must be removatl to minimize oRsib Impact.
maintenance, failing 10 parbrm, or badequak.
N. Segment must be removed Rom conml devkas when design
tilt. Locationstaen of Me ESCP and wtlons
II. Exstrog Silk Cmdilbns
rapacity has been reduced to 50%.
ce.wit
ensurenon-cocompliance.
taken lo ensure wsh regard
C. All wndfiflon Inspection reeals with regard b ESCP win be kept
v. liter. disease eta. mull be ernerttl Rem the silk to prever l
The site l log n e Ne zed area on Me Mamba Caps Base Camp
colrbcl with stornmvakr.
val th ns
arch fled w4M1 Ms plan. Any atone w revsbns b to plan
Hol
Le Ile along N Icomb Boulevard a tat
jrn g approximately tey T4i30 feetucle.
ichims
bassoon resultof Meapirt its eheA Ee madewth'n seven
h Street This to add W
single Mreeabry strand W Me
B. Intended acnyifies
of cones
da of ins Hon re
ri Dec DON
summon a Imaging i
ea k edge of the d tag TOP Th oassociatedro18 pad ng end umnke.
The are s relatively tat ranging In elevation hors iB l022.
win
I. Inekt all salary knce set
install knce, retaliationsisi entrance
proje
and storm drab inlet projection devices as intlicatetl on the
A. Plan Revisions and Modifications
pre,ecl drawn, and as dfij by fiats condi ere,
A. This plan shall be amended whenever there me change in design.
n. Remove and .1cog le bpsol onstk, wihin the bouldanes of
wrstruclionoperation. Or Irebbnance, which has a sgnifeanl
the bailed wdimant knoing. Provide additional stbifizefion
effect nit the poknkl for the discharge of Pollutant b the
III. Adjacent Areas
mumbsureas and sediment fencing as requiretl to prevent by
wakes of the urged stales and which has not otherwise bean
The propd is coaled east of the existing TLF facility, and abuts Holcomb
measures as required to prevent topics from among ofbRe.
addressed In Me plan or If the plan proves to be Ineff x,bye In
Boulevard along the souther border, approximakty 1,400 feet apt of
iii. Construct bmpaary sediment tasin(to lea convened to Wei Detention
eliminating or significantly minimizing pollutant in stormwater
Birch Street. The .Mom Used of the project Isbountletl by a of" that s
Factiity In final sages of commucOon).
tlischerges lam the she
a bibubry to Beaver Creek Dam.
N. Roughgmde silk and bsbn all underground! Allbes.
B. A ewd shall be kepl of any revslons/moddrations identifying
v. Spread slockpled lopsdl to atite Malsexce areas as
the reason for Me change, Me us* made. Me date implemenled,
dimckd by the onede supmnlendeal.
and the section nevised! This Moore will ce liked with Ibis
vl. Pave paring are as and remove storm drain inlet protecfion
document.
and construction entrance as Daving operations proceed.
IV. Off -site Areas
Remove all emmukted sh and eetliment from leffpomry
XIL Conbecbr Cenifi®Rons
lw oR-silk areas antci led Nr His DMpG. llofl-i
Theem pa sic
sediment basina tam mkt and slonn drainage DipN
areas become necessary during camtruction, Me of -silk boner or
... ConslNd wan detention belly control,M Wre and finish
A. The blbwkg eontracbm oil pMwan theenot deNrts,rmv and
send areas should have an approved Erosion and Sedknent Contrml Plan
gnedin, facilM,
be briberi tar instslirg I mainbmirg the erosion control measures
to supplement fire project plan.
va Suttee aldislurbed areasoutbe of the bending and
on the poXet
pavement areas with s,od or vegeodom.
i. GenemlContractor
V. Box
k. Remove at erosion and schiment cannot devices only after all
LOS Carolinas. LLP completetl a geobchnbal invmtigatcn olMe site on
disturbed areas have been stabilized.
The Stellar Group
June 22. MIN The Report of Subsurface Exploration and Geokchnbal
XIIL Peraw ant SNbifizens.
MCI Hanky Road
En ileerb Anal is doled Febme 28. 2011 is includedas not Me 9 9 Ys ry pe
.bdtonHle Florida 3225T
A. Sleblizalion aederaioncontrolmeesures rlxlM lea implemented
propM dmumant. The uDDer layem(0'-1Z)are describedasbeing
priorbtheskit of alrd
[phone]
very Iowa rovery dense Only and dean sands (SC, SP)win "N'
B. SleNliralbn praces ctimayayitKWlade esbblishmant of bmpomry
values of 12 blows per foal dmo The deeper layers UZ - 25) are
vegetation, mulching, geokxb6s, seddirg, tree proservalm and
dra tubed ae very loose to very dense silty aM dean sands (SM. SP)
other appmalak measures.
with values ranging hare 2 he 52.
C. Records shill be m.. Wined.hich recoil to bnovdlg dates:
Groundwabr level was eeounkeed dudg Me court, opeetrom and
I. Conatru n activities began
observed between 5 8 and 7.8 bat below Me exbfing grade.
ii. Inspections
III. Construction ceases
Iv. Stabilization measures iniakd(no bar Man 14 days after
construction Meivites are compkkd or seven (T) days "am noted).
NORTH
SCALEV = 50'
- w"' SEDIMENT FENCE "' _ '"` 1­,_4 `, i r,. (TYPICAL) I a .ems` ,, / 4
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1 _ / '� EnyylneeAnq Group, In. 2G11 All
1 " / , , rig to reserved. No part of this
y
, / ', /✓I'l/. f' Work may be used, reproduced,
distributed, displayed or otherwise
` -�, / /' l ,11 �, communicated in any form or by
/ / // / / / _ any means Without the prior,
// /- / 1'' "'� Written consent of The Stellar
..' Menwclurol Ind Fngtnsednq Group, Inc.
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1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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/ 50' VEGETATIVE SDFFER._.....-.___
A'my+s
NGS TERRANCE
u
J at
m oW.
LIFT STATIC
ASPHALT a
—tA -
rt I S" RCP
t5
In
R =17.9 '
~�."�-�__.._---
t1
V=9
/
VFENCE
/-
M=21.12' 7
INV N=17-
\ l....�
FAr
CONTM
�PANEL
V &WIDE
P, WALK,
EX
ISTING CONCRETE BRIDC
WITH STEAM PIPES ON TOP
-------------
CONSTRUCTION
2 TREES ._.- ..-_.._ ib-------"'—y` BOLLARDS 'LEVEL
jg5O'CAMP
iEA �\'R 1 - 12• DIAAT _SPREADI
EACHSIDEWTTH &SWALE
FFER— ---TTTT���� 19—LOCKNG CABLE
_BUFFER 20— --
— �• 24•URCB
8 GUTTER/
.e'�' 01 _1ST ING EWAY PAVEMENT
gy�P" OF E%ISTING PAVEMENT 3' WIDE
�v-� WALK S`
b\J� 20 FT WIDE FIRE
K. ,6 O 301�2•DIA AT \DS ACCESS ASPHALT
RAMP EACH SIDE WITH PAVEMENT
LOCKING CABLE \ WALK
40 /
LP STAN
NO LPO
CONCRETE Fcu ETAL ti �
20 FT WIDE FIRE'%
\ ACCESSASPHALT .
\ PAVEMENT
GENERATO
PADD (Wx12Sk12') �
8' WIDE
WALK \
A ?
�0 \\
A
OAK�� °sF
0
OAK GV
CONIC
�.xCT PAD
WALK
CONIC WALK
WHEEL:
ENTRANCE
BIKE HC
,y1y
VF 18-
1 OAK
RACK SIGN---r/,
AREA
UNPILE
�\AK
�i
"?4 a bI i
� Aospll�
e e ti- i
1�
\
1�
��1 •1
i'
ru..;
q ,9�
4 r
/ i /
�s
'00
n
/s
�i
if K '➢�' t1 4/'��H
l
T'4 A / kT hr t •. > ,ry / j ,' y S¢ " phi✓
ji'*+" v�
t
y
VICINITY MAP
N.T.S.
1
I ASPHALT
CONCRETE
// LP
HEADWALL
14
SEEDED AND �- .�.•
MULCHED AREA„
CONTROL
OAK
✓� -RAP APRON
..
STABILIZATION
MES
E. `ST PIT
SA
WETLAND NOTE
WETLANDS DO NOT EXIST WITHIN
THE PROJECT LIMIT AREAS
r
HEDGEROW
O /Q
WET DETENTION POND
PROPOSED STORM WATER r �{
MANAGEMENT FACILITY
TOP OF BANK = 22.10
BOTTOM = 17.00/12.00
6
FOREBAY
OVERFLOW
WEIR (STONE)
PECAN VAULTSTIDN /
VAULTS /
LPa
Y
SITE DATA
O
PARKING DATA
PROPOSED SPACES:
REGULAR: 39
MOTORCYCLE: 4
HANDICAP: 6
TOTAL: 49
LEGEND
ASPHALT PAVEMENT TO
BE REMOVED 7,380
SF
ASPHALT PAVEMENT
TO REMAIN 979
SF
PROPOSED ASPHALT
is PAVEMENT 22,112
SF
PROPOSED CONCRETE WALKS
PADS / ENTRANCES 3,664
SF
PROPOSED CONCRETE
*.
MOTORCYCLE AREA 276
SF
PROPOSED BUILDING AREA
® 10,490
SF
NET IMPERVIOUS INCREASE = 29,162
SF
CLEAR TREES - 30' NCDENR
BUFFER AREA 470
SF
CLEAR TREES - 30'-50'
_\ BUFFER AREA 1,547
SF
Consulting
RECEIVED Engineers,PLLC
O
DEC 0 7 2011 \f1\,RQ C3 1365 TIBER AVENUE, JACKSONVILLE, FL 32207
15\14 11Z601 Office:904.710.9871 www.wjbyers.com
BY: Certificate of Authorization No. P-0986
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C The Stellar Architectural and
nginesring Group, Inc. 2011. All
rights reserved. No port of this
Work may be used, reproduced.
distributed. displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectural and Engineering Group, Inc.
W
A
-1 $ 711 Q
LL W C U m Q
rc
JOB 40. 72203844
DRAWN: TLD
CHECKED: WJB
SCALE: 1 "=40'
C102
DRAWING No.

MW B 0MW
0
06 BMW
NVET DETENTION POND
PROPOSED STORM WATER
MANAGEMENT FACILITY
TOP OF BANK = 22.10
!, ..,, _ _ BASE BUFFER ---- - �� 2u.t, ® Z2.1 `20.5� =
.► r 20 _ _ 21.0 21.0 0 ,� BOTTOM 17
"o .� a t It - \ rs..22 20.5 195 / 6'��7Q�� E. UG STEAM BOXOAK
- ---S89 3855 E_- 22.1 �� TM 897.0 HP
r.
z� yv 275.00' (INACCESSIBLE)�
/ \ pp
wmox
_._.x
�..'°" `
SPHALT - a s� 2210".`.:::�:....::::::............. \ OUTFACE
....... ..... .
.................. .
f_ INV EL 1 .5 CONTROL
GRID / - INV EL 19.50 2200 '\ ..[��► - x 2...: :::.':::.:::.:::'.:':':.::.:.: i (TYp } o ` 0� - \..... STRUCTURE h o ,
0
N '1
r / ti 5, FOREBAY C MUNI_A`I-ION
CLEANOUT o OVERFLOW
_ ......................... C n
° d INV EL 19.50 221� .':.:.:'::: ::':::: :::::.' v L ::'..:' .:.:'.:::'.:": .
I e ROOF DRAIN
BENC J DOWNSPOUT \ 21 ..:: ::::::: �`�o ^ti0 / yti WEIR j /
(TY1P./ (TYP) _ GENERATORS :.'::::::..:::::.'9s (STONE) / - /
I U 1
PAD { 1 \ �o`�Qo A
.................
/
N-1
/
.55 i
J :. 2. AC 12" ROOF DRAIN \ :..; \::. j % / /'
06 PVC \ : ::......
�. - ,� : : •_ ,':.:.... '.' . .' • _ INV EL \ / �
nlit,":. r' 18.30
`; Lr
S • . J` D^� w ® ; A O G
t m
............ .
a r.
.............................
INV EL
A18.65 RIP -RAP APRON
ROOF DRAIN
:.:. :.. 12" PVC �`� OUTLET / , ' 0
ROOF DRAIN ........'..:::'.::'. i �2
12" PVC :::�:::::::::::::::: STABILIZATION
7
/
a 9 r 5r \ /
S
c� V <
G
7 -
•S /
•
a
V "'21 75 "'
O / i
CLEANOUT
INV EL 19.50 ` �\ 2 .00 E. UG STEAM PIT /
\ \_ ::2i: IN FM
21.so E.
896.0 HP .��^ / i inch ) ft.
.
(INACCESSIBLE)
► D� % / / /
?2.10 21.00 22.00 l ,..,.
j BOLLARDS �. ROOF DRAIN CLEANOUT
. ROOF DRAIN I 'O' Ate � '�btA°" row /'j ' ��' POST -DEVELOPED
3 ^ 12" DIA AT \ : ?2 12" PVC DOWNSPOUT INV EL 19.25' 0 ::':(::::'.x........:::.: / �/ /
EACH SIDE WITH \ op - ::•!'::'/ :.......::/ SURFACE LEGEND
:. - _ /,
$ %.. \ 2 (TYP) ROOF DRAIN :.''::.:'::.':
/ LOCKING CABLE %' 210'.. :.: ' :. 12" PVC ::::::
\ so A, POST -DEVELOPED
::.
NN
`.1�, '�" CLEANOUT r' ..ti : j; DRAINAGE LEGEND
/� n \.C).1k. INV EL 19.50... l'::::.':.:::.......
t�tA ::::::::::!'.:::::.:::: ✓i / N 1 ELOPED
i ; r r�C} try 2 j . \ ::.::.:::: :::::::..::::..:::1POST-DEVELOPED
cs J\ , tJj._.,.. ^/...::..'L. 2.06 Ac DRAINAGE BASIN AREA
rn 1 r , i a
s i
e Y
v � o
\ s• : ' .. ...:: INV EL 18.65 :'.1:: :':.'::::'::. ::::.21.90: "�'.':.: '::::: :' / /, i
--COLUMN WITH ROOF DRAIN :...:::... �� POST DEVELOPED
8 n CO �z,
". ':::::.' 4 .::::::.... : ':.'::
�, CO \ t5: NDRAINAGE FLOW
(TYP. FOR ALL COLUMNS) >`; i <p �� _. ;;,F o' SK r j� ...... �Yr ... .....'......:..... ..'....':::::. /
1 <v
LL i
M .
5 r /.
✓ ._ c 2 ,
.q f.F 7 .. ..:.............. ... i / /
�+ i 5 S L!1% .FR ::...:: _ Py /' ' POST DEVELOPED
a 21. 2.15 f ::'J 6 �1 j;
...:::. ' 0: ::::. /
DRAINAGE DIVIDE LINE
YI / _ P \O� \ 21 :.. �:•.:'.:::.::::::::::........ ��� j ' / / PROPOSED PROJECT
o- _ RIM=22.10 �s ... *- -r►�r ::'::::::::::::::: r.:::::::..::::.::::.. ......... ,,
�% RIM=22.02 \/L \ ' S-5 `'::.:. :...,..... !:::.:::::' ,< i` LP ,
v l' _ INV NW=19.30 9� N ✓ LINE (2.O6Ac)
100
INV SE=19.39 s :.:::.::':::..:.::::
COG N r J
�- INV 5=19.39 2.' :.:.
........ ...... i
i y :::.::::.'.:: 50' CA LEJEUNE BASE
\` YI MP
m .:: 22A0 :. .
v RIM=21.12�-` t �- _ - ::::y.'::.::'
, � ....:. •:: • �•'•'� � ... �.: % BUFFER
i
a RIM=21.27 - INV S=19.12' \ :.:::'
INV N=18,60' ��t4 :::::::'::':' �/ ✓
`` i Q _W ` % /� _ _ _ 30' NCDENR VEGETATIVE
�,,.j :::::::. ► ��.
INV W=18.65 x
CO OYI INV E=18.57' Q �� ��� C;/� :.•: BUFFER
co
0
RIM=21,56' ( CONC co BOLLARDS
INV NW=18,8a' ) �Q ��N. 4r - ,1 w 12" DIA AT i '�x\ i WETLAND NOTE
IS` INV E=18.78' 1 `v Z EACH SIDE WITH
12" PLASTIC HVA i� WETLANDS DO NOT EXIST WITHIN
LOCKING CABLE 30 MIN /
�� DROP ! �p"G j THE PROJECT LIMIT AREAS
..BENCH TYP. Yi CURB
(TYP.) ��v �' ,� 0 /
C9 ,
i
CL
c
E �
RIM=21,40-- �O /
INV N=18.82'
INV W=18.55 JJt`�"' -
INV S=18.80' ���� A11
POLE (TYP.) / st7a �, RB/ /
���/ By
t �� ,� <3 ' ® R /
L.•61 / 'bo1
' CO M its �' / 03 i
�
r
RAM
ti1b
1 � %
jY
FCEIVED
DEC 0/7' 2011
BY: i
DRAINAGE STRUCTURE TABLE
STRUC TO STRUC
TYPE
GRATE
PIPE
SIZE
LENGTH
SLOPE
INV
UP
INV
DN
S-1 S-2
"C"
22.75
15"
65
0.38%
17.75
17.50
S-2 S-3
"C"
21.60
15"
123
0.33%
17.50
17.10
S-4 S-5
"C"
21.60
15"
159
0.28%
18.00
17.55
S-5 S-6
"C"
21.60
151,
74
0.27%
17.55
17.35
S-6 S-3
"C"
21.80
15"
101
0.25%
17.35
17.10
S-3 S-7
"C"
21.40
24"
42
0.24%
17.10
17.00
LEGEND
ASPHALT PAVEMENT TO
BE REMOVED 7,380
SF
ASPHALT PAVEMENT
TO REMAIN 979
SF
PROPOSED ASPHALT
PAVEMENT 22,112
SF
°
PROPOSED CONCRETE WALKS
PADS / ENTRANCES 3,664
SF
PROPOSED CONCRETE
MOTORCYCLE AREA 276
SF
®
PROPOSED BUILDING AREA
10,490
SF
NET IMPERVIOUS INCREASE = 29,162 SF
®CLEAR TREES - 30' NCDENR
BUFFER AREA 470 SF
CLEAR TREES - 30'-50'
BUFFER AREA 1,547 SF
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
O M
GRADING
AND
DRAINAGE
PLAN
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(C� The Stellar Architectural antl
�nglneertng Group. Inc. 2011. All
rights reserved. No Port of
this
Work may be used reproduced
Y P
communicated
edisplayed or rm iae
rw
any mueansd in out form or by
any means Without the prior•
Written consent ne The Stellar
Architectural and Engineering Group. Inc
JIIII����L� I
JOB NO, 72203844
DRAWN: TLD
CHECKED: WJB
SCALE: 1 "=20'
C 103-A
DMONG NO.
,

04
SLEEVE FOR 1/2"x1'-6"
DOWEL
CONCRETE WHEEL STOP
6"x6"-W2.9xW2.9 W.W.M.
REINFORCING
PORTLAND CEMENT CONCRETE
5500 PSI AT 28 DAYS
F*,
AGGREGATE BASE COURSE .:.�.`
HANDICAPPED SIGN ON STEEL POST
Fj PER STATE D.O.T. STANDARDS (TYP)
t','•..�;.::(S.'iINIDE57DE1VALK:ATjPA,EMENr.;GRISDE)7j'
N
0
4" PAINTED WHEEL
STOP
STRIPING (TYP)
(TYP)
(SEE SPECS.)
\
II 12' I 5' - I 12' -
HANDICAPPED PARKING O2
PORTLAND CEMENT CONCRETE
CONCRETE PAVEMENT 4O CONCRETE THICKENED EDGE O
6" B. ASPHALTIC CONCRETE
ASPHALTIC CONCRETE WEARING COURSE
WEARING COURSE
LIM EROCK BASE
.8.. ..l.'.6';p''.. B`p
.41. p._ _ LIMEROCK BASE SEE SPECIFICATIONS
SEE SPECIFICATIONS
_ - - COMPACTED SUB -GRADE
* ` SEE SPECIFICATIONS
COMPACTED SUB -GRADE "
SEE SPECIFICATIONS
.I
CURB & GUTTER PARALLEL TO BUILDING NO CURBING
PAVEMENT STRUCTURE THICKNESS TABLE
TYPE
SUB -GRADE
BASE
WEARING COURSE
ASPHALT PAVEMENT
12"
6"
1 2"
QREVISED TABLE
1/2"R
EXISTING CURB
AND GUTTER
SAWCUT EXISTING
ONCRETE CURB
EXISTING. CURB\
AND GUTTER
.� MATCH EXISTING
SIDEWALK GRADE
ASPHALT PAVEMENT O7
DETAIL FOR PAVED AREAS DETAIL FOR NON -PAVED AREAS
C.O. COVER PER SPECS
NOTE: WATERTIGHT (WT) JOINTS ARE REQUIRED ROOF DOWNSPOUT
FINISH GRADE
WITH SCREW E D PLUG
ASPHALT PAVEMENT
NATURAL GROUND
GASKET OR BOOT SEAL \
BASE
.. iu
..
B" DOWNSPOUT ADAPTER
6' PVC
INSERTED IN RISER PIPE \
4" 2500# MIN.
CONCRETE
FINISHED GRADE
(MIN.)
- PVC SEWER LATERAL OR
ROOF DRAIN LEADER
NOTE. USE EXPANSION JOINT
15" INSERT INJECTION
MATERIAL AND JOINT
MOLDED, GASKETED
SEALER AROUND PAD
SPIGOT BY BELL REDUCER Q REMOVED CLEANOUT
IN CONCRETE PAVED
AREAS.
FLOW
15" INJECTION
MOLDED WT TEE 8" HDPE PIPE (TYP)
CLEANOUT 12
ROOF DRAIN CONNECTION 13
MITERED END SECTION WITH
OUTFALL CONTROL PIPE
A
—20--------_
,_,W----_...>�
OUTFALL CONTROL STRUCTURE
WITH DRAW DOWN ORIFICE AND
—21
TEE FITTING (SEE DETAIL THIS BHT)
—22 1
I I
\
12"HDPE
CENTERLINE\ 5,
DRAW DOWN
TOP OF
_ .""
ORIFICE INVERT I'j�
POND BANK
OUTFALL CONTROL
ELEV = 19.50
ILJ—
STRUCTURE WITH DRAW
DOWN ORIFICE
—22.1
.---�-21.......-
_
._.,,...._....r.__....
MAIN POND
/
BOTTOM
ELEV - 12.0
A
— MAIN POND
PLAN VIEW
NTS
OUTFALL CONTROL STRUCTURE 14
12" H D P E
SECTION A -A
NTS
MITERED END
SECTION
WITH OUTFALL
CONTROL PIPE
WHITE
BLUE
7�1 �\►/ILL`S
24"
1"R
e
':
e.
."
�
.
a
7"
SECTION
24" CURB AND GUTTER O6
DEMO CURB, REGRADE AND
CONSTRUCT ASPHALT PVMT
NOTE
HANDICAPPED PARKING
SIGN SHALL CONFORM
TO N.C. D. O.T. DESIGN
SPECIFICATIONS
1 /2"R
r NEW 8' WIDE
CONCRETE WALK
MATCH EXISTING
ASPHALT GRADE
SAWCUT EXISTING
\ q CONCRETECURB
\ / SLOPE CONCRETE
TO MATCH
K ` ASPHALT GRADE
GRADE
BREAK
PAVEMENT / SIDEWALK DETAIL
O
SCALE: 1"=10'
BUILDING
WALL
CONDENSATE LINE
CONNECTION
(SEE PLUMBING PLAN)
ADDED
CONDENSATE
2 LINE
A
30'
B" INJECTION
MOLDED WT
CONCRETE 1/4" WIDE SAWCUT
PAVEMENT g (SEALED)
0
TYPE "D"JOINT
3/4' X 2' SMOOTH DOWEL JOINT SEALER
1' O.C. GREASE ONE END MATERIAL
S I CONCRETE PAYMENT
0
0 1� WITHDRAW DOWEL 2"
BEFORE POURING OTHER
NON -EXTRUDED TYPE "E" JOINT
SIDE OF JOINT
PREMOULDED JOINT
FILLR (ASTM D-175)
JOINT SEALER
MATERIAL
BUILDING
CONCRETE OR
PAVEMENT WALLS
NON -EXTRUDED
PREMOULDED
TYPE "F" JOINT JOIN FILLER
(A.S.T.M. D-175)
CONIC PVMT CONSTRUCTION JOINTS O
V 3 1 30'
Z
1/
{t a{t tp%IN°°
0 \:
MITERED END °
SECTION LEVEL . o
WITH OUTFALL 3:1 31 SPREADER
CONTROL PIPE .
12" MIN. #57
STONE WITH AND MULCHED
;9 �p .° SEEDED
SPREADER
SWALE FILTER FABRIC
ee
12' HDPE
31 3.1
5 . .
.� L
m . . . ..
Z I {1A,t ,e
MITERED END
SECTION
WITH OUTFALL
CONTROL PIPE
12" HDPE,
SIDE OF JOINT
PREMOULDED JOINT
FILLR (ASTM D-175)
JOINT SEALER
MATERIAL
BUILDING
CONCRETE OR
PAVEMENT WALLS
NON -EXTRUDED
PREMOULDED
TYPE "F" JOINT JOIN FILLER
(A.S.T.M. D-175)
CONIC PVMT CONSTRUCTION JOINTS O
V 3 1 30'
Z
1/
{t a{t tp%IN°°
0 \:
MITERED END °
SECTION LEVEL . o
WITH OUTFALL 3:1 31 SPREADER
CONTROL PIPE .
12" MIN. #57
STONE WITH AND MULCHED
;9 �p .° SEEDED
SPREADER
SWALE FILTER FABRIC
ee
12' HDPE
31 3.1
5 . .
.� L
m . . . ..
Z I {1A,t ,e
MITERED END
SECTION
WITH OUTFALL
CONTROL PIPE
12" HDPE,
MITERED END
SECTION
WITH OUTFALL
CONTROL PIPE
12" HDPE,
LEVEL SPREADER
9.00
3:1
SLOPE
(TYP)
REINFORCEMENT
WITH #4 BARS
18"
AT 12" O/C EACH
WAY
8"
30"
YO
PLAN VIEW
NTS
LEVEL
SPREADER
SWALE
12" MIN. #57 SEEDED AND
o STONE WITH MULCHED
FILTER FABRIC
4 .
e _ ",
SECTION A -A
NTS
LEVEL SPREADER WITH FILTER STRIP 15
J°
VARIES SEE
PLANS
io
YPE "E"
INT
"A"
TYPE "D" JOINT
PLAN
VARIES SEE PLANS
TYPE "D"JOINT
VARIES SEE PLANS
1/4"PER FT. of
EJ 6"
e SECTION "A -A"
8'
SEALANT
/4" R
(TYP)
' 1/2"PREMOLDED
EXPANSION JOINT
TYPE "D" TYPE "E" MATERIAL
TABLE OF SIDEWALK JOINTS
TYPE LOCATION
TRANSVERSE JOINT AT INTERVALS EQUAL TO THE
"D" SIDEWALK WIDTH EXCEPT EVERY FOURTH JOINT
WHICH IS A TYPE "E" JOINT.
EVERY FOURTH TRANSVERSE JOINT, P.0 AND P.T.
:,E:: OF CURVES, ABRUPT CHANGES IN DIRECTION, AND
WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK
OR OTHER EXIST. CONCRETE SURFACE STRUCTURES.
NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE
OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE.
MECHANICAL YARD AND
SIDEWALK CONSTRUCTION 10
T-1"
4' PVC ORIFICE THROUGH
WALL BELOW WITH DRAW
DOWN ORIFICE AND PVC
T-FITTING
PLAN VIEW
NTS
ALL EXPOSED CORNERS
AND EDGES TO BE
CHAMFERED 3/4"
6" MIN
2'-0'
�{ C
N E
C CHAMFER
B A B JJFGL
M I I TOPVIEW FT
SIDE VIEW
E CONCRETE'. 4,000 P.S.I.
C' STEEL'. 94 @ 12" E.W., WITH 1 #6
OVER PIPE OPENING.
(2" CLEARANCE OVER STEEL,
REINF. BARS, 1/2"TOLERANCE).
H
NON -TRAFFIC
BEARING GRATE
WEIR (10 FT)
TOP ELEV = 28.68—
TOP ELEV = 20.60
QRAISED ELEVATION
NWL ELEV = 20.00
4" PVC ORIFICE
THROUGH WALL
ELEVATION
NTS
OUTFALL CONTROL STRUCTURE 16
END VIEW
TABLE OF DIMENSIONS
RCP / CMP A B C D E F G H J K L M N
12" - 18" 2 7" 2'-1" 6" 6' 6 3/4" 1' 6" 1' 7" 2 10" 2' 4" 8' 6" W-10" T-0"
24 2' 11- 2'-8" 1 6" 1 5" 1 4 112" 1 V-11" T-0" 3 6" T-1" 1 7 1/2' 1 5" 1 10'-0" 1T-3 112"
MITERED END SECTION 11
OUTSIDE FACE OF
CONTROL STRUCTURE
f llYapl � 4_V CaDI Ca7d i
DRAW DOWN ORIFICE \ I
4" PVC T-FITTING
4" PVC ORIFICE
THROUGH CONTROL
CONTROL STRUCTURE
4" PVC DRAW DOWN' —V
ORIFICE W/ 1.4" DIAMETER
HOLE DRILLED IN THE CAP
DRAW DOWN ORIFICE DETAIL 17
100,
12"M.__.
#57 WASHED STONE
FOREBAY OVERFLOW WEIR 18
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
Mie
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DETAILS
(C) The Stellar Architectural and
nginee rtnq Group, Inc. 2G11. All
rights roaarved. 14 part o1 this
Work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectuml and Engineering Grcup• Inc
o $ �
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DPAWING NO.
TABLE OF SIDEWALK JOINTS
TYPE LOCATION
TRANSVERSE JOINT AT INTERVALS EQUAL TO THE
"D" SIDEWALK WIDTH EXCEPT EVERY FOURTH JOINT
WHICH IS A TYPE "E" JOINT.
EVERY FOURTH TRANSVERSE JOINT, P.0 AND P.T.
:,E:: OF CURVES, ABRUPT CHANGES IN DIRECTION, AND
WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK
OR OTHER EXIST. CONCRETE SURFACE STRUCTURES.
NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE
OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE.
MECHANICAL YARD AND
SIDEWALK CONSTRUCTION 10
T-1"
4' PVC ORIFICE THROUGH
WALL BELOW WITH DRAW
DOWN ORIFICE AND PVC
T-FITTING
PLAN VIEW
NTS
ALL EXPOSED CORNERS
AND EDGES TO BE
CHAMFERED 3/4"
6" MIN
2'-0'
�{ C
N E
C CHAMFER
B A B JJFGL
M I I TOPVIEW FT
SIDE VIEW
E CONCRETE'. 4,000 P.S.I.
C' STEEL'. 94 @ 12" E.W., WITH 1 #6
OVER PIPE OPENING.
(2" CLEARANCE OVER STEEL,
REINF. BARS, 1/2"TOLERANCE).
H
NON -TRAFFIC
BEARING GRATE
WEIR (10 FT)
TOP ELEV = 28.68—
TOP ELEV = 20.60
QRAISED ELEVATION
NWL ELEV = 20.00
4" PVC ORIFICE
THROUGH WALL
ELEVATION
NTS
OUTFALL CONTROL STRUCTURE 16
END VIEW
TABLE OF DIMENSIONS
RCP / CMP A B C D E F G H J K L M N
12" - 18" 2 7" 2'-1" 6" 6' 6 3/4" 1' 6" 1' 7" 2 10" 2' 4" 8' 6" W-10" T-0"
24 2' 11- 2'-8" 1 6" 1 5" 1 4 112" 1 V-11" T-0" 3 6" T-1" 1 7 1/2' 1 5" 1 10'-0" 1T-3 112"
MITERED END SECTION 11
OUTSIDE FACE OF
CONTROL STRUCTURE
f llYapl � 4_V CaDI Ca7d i
DRAW DOWN ORIFICE \ I
4" PVC T-FITTING
4" PVC ORIFICE
THROUGH CONTROL
CONTROL STRUCTURE
4" PVC DRAW DOWN' —V
ORIFICE W/ 1.4" DIAMETER
HOLE DRILLED IN THE CAP
DRAW DOWN ORIFICE DETAIL 17
100,
12"M.__.
#57 WASHED STONE
FOREBAY OVERFLOW WEIR 18
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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Work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectuml and Engineering Grcup• Inc
o $ �
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JOB NO. 72203844 `::3=
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SCALE
C105
DPAWING NO.
NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE
OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE.
MECHANICAL YARD AND
SIDEWALK CONSTRUCTION 10
T-1"
4' PVC ORIFICE THROUGH
WALL BELOW WITH DRAW
DOWN ORIFICE AND PVC
T-FITTING
PLAN VIEW
NTS
ALL EXPOSED CORNERS
AND EDGES TO BE
CHAMFERED 3/4"
6" MIN
2'-0'
�{ C
N E
C CHAMFER
B A B JJFGL
M I I TOPVIEW FT
SIDE VIEW
E CONCRETE'. 4,000 P.S.I.
C' STEEL'. 94 @ 12" E.W., WITH 1 #6
OVER PIPE OPENING.
(2" CLEARANCE OVER STEEL,
REINF. BARS, 1/2"TOLERANCE).
H
NON -TRAFFIC
BEARING GRATE
WEIR (10 FT)
TOP ELEV = 28.68—
TOP ELEV = 20.60
QRAISED ELEVATION
NWL ELEV = 20.00
4" PVC ORIFICE
THROUGH WALL
ELEVATION
NTS
OUTFALL CONTROL STRUCTURE 16
END VIEW
TABLE OF DIMENSIONS
RCP / CMP A B C D E F G H J K L M N
12" - 18" 2 7" 2'-1" 6" 6' 6 3/4" 1' 6" 1' 7" 2 10" 2' 4" 8' 6" W-10" T-0"
24 2' 11- 2'-8" 1 6" 1 5" 1 4 112" 1 V-11" T-0" 3 6" T-1" 1 7 1/2' 1 5" 1 10'-0" 1T-3 112"
MITERED END SECTION 11
OUTSIDE FACE OF
CONTROL STRUCTURE
f llYapl � 4_V CaDI Ca7d i
DRAW DOWN ORIFICE \ I
4" PVC T-FITTING
4" PVC ORIFICE
THROUGH CONTROL
CONTROL STRUCTURE
4" PVC DRAW DOWN' —V
ORIFICE W/ 1.4" DIAMETER
HOLE DRILLED IN THE CAP
DRAW DOWN ORIFICE DETAIL 17
100,
12"M.__.
#57 WASHED STONE
FOREBAY OVERFLOW WEIR 18
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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rights roaarved. 14 part o1 this
Work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectuml and Engineering Grcup• Inc
o $ �
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SCALE
C105
DPAWING NO.
MITERED END SECTION 11
OUTSIDE FACE OF
CONTROL STRUCTURE
f llYapl � 4_V CaDI Ca7d i
DRAW DOWN ORIFICE \ I
4" PVC T-FITTING
4" PVC ORIFICE
THROUGH CONTROL
CONTROL STRUCTURE
4" PVC DRAW DOWN' —V
ORIFICE W/ 1.4" DIAMETER
HOLE DRILLED IN THE CAP
DRAW DOWN ORIFICE DETAIL 17
100,
12"M.__.
#57 WASHED STONE
FOREBAY OVERFLOW WEIR 18
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectuml and Engineering Grcup• Inc
o $ �
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JOB NO. 72203844 `::3=
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SCALE
C105
DPAWING NO.
DETAILS
(C) The Stellar Architectural and
nginee rtnq Group, Inc. 2G11. All
rights roaarved. 14 part o1 this
Work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectuml and Engineering Grcup• Inc
o $ �
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(Star Rush)15" O.C.
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■■■■■■■■`
COKIMUNICATION
VAULTS
■
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Soft Rush) 24" 0 ■
POND AREA
LEGEND
Pineland Mallow
F,
® Soft Rush Grass
® Pickerelweed
Arrowhead
® Starrush
PLANT LIST (PHASE ONE)
Centipede Grass
Dummy
mmm
BOTANICAL NAYS
AND BEMABKS
NATIVE
XERISGAEE
TREES
GROUND
AND I
WARIF SHRUBS
700
130
1460
1100
65
AS REVD
PC
HA
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SL
RC
SEED
PONTEDERIA CORDATA
HIBISCUA ACULEATUS
JUNCUS EFFUSUS
SAGITARIA LATAFOUA
RHYCHOSPORA COLORATA
EREMOCHLOA OPHRIROIDES
PICKERELW®
PINELAND MALLOW
SOFT RUSH GRASS
ARROWHEAD
STARRUSH
TIPEDE GRASS
Flats, 25 plugs per, 6' ht
1 GAL 6' HT. X 6' SPD. FULL — 24' O.C.
Flats, 25 plugs per, 6' ht
Flats, 25 plugs per, 6' ht
Flats, 25 plugs per, 6' ht
x
X
X
X
x
x
X
X
LANDSCAPE NOTES
1. All plants must be healthy, vigorous material, free of pests and disease.
2. All trees and shrubs shall be grade W.
3. All plants must be balled and burlapped as Indicated In the plant list.
Balled and burlap strapping wire, and any synthetic material shall be removed
prior to final Inspection. Wire baskets should be pulled away from the trunk.
4. All plants shall be triangular spaced.
5. All tress must be guyed and staked as shown in the details.
6. All plants must be treated with a root stimulant per the label at the time of planting.
7. All plants and planting areas must be completely mulched as epee
tfled with three (3) Inches of
pine straw. A mulch ring for all newly planted Trses shall be provided
at least five (5) feet in diameter and not closer than six (6) Inches from the tree trunk.
8. Prier to construction, the landscape contractor shall be responsible for locating all underground
utilities and shall avoid damage to all utilities during the course of the work. The landscape
contractor is responsible for repairing any and all damage to utilities, structures, site appurtenances,
etc., which occurs as a result of the an
construction.
Trees shall not be planted closer than 7.5' from the centerline of underground utilities.
9. The landscape contractor is responsible for verifying all quantities shown on these plans, before
pricing the work, the landscape architect shall be notlfled of any diecripencies..
10. Ths planting shall be done In accordance with acceptable horticultural practices. This is to
in
proper planting mixing, planted and tree pit preparation, pruning, staking or guying,
wrapping, spraying, fertilization, planting and adequate maintenance until acceptance y the owner.
11. The landscape contractor is responsible for fully maintaining all planting (including but not limited
to: watering, spraying, mulching, fertilizing, etc.) of planting areas and lawns until the work is
accepted In total by the landscape architect and the owner.
12. All plants shall be guaranteed for 90 days from final inspection and acceptance. AN tress shall
be guaranteed and additional 180 days.
13. All plants are subject to approval by the owners representative. Prior to planting, all trees
must be approved by the owner or owners representative.
14. Standards set forth in 'American Standard for Nursery Stock" represent guideline specifications
only and shall constitute minimum quality requirements for plant material.
15. If the owner or Landscape Architect has reason to believe that the plants are not of the specified grade,
he will request a regrading Inspection, and such evidence sill be basis for requesting replacement of plants
and for legal or other action according to law, should this become necessary.
typical of the locality to achieve a 1:3 organic mixL Sol h Tree Islands shall have at least 12' of suitable cog
for tree plantings, and be void of any constriction debris or unsuitable materials.
17. Prior to any land clearing operations, temporary barriers shall be installed around all trees and all understory
vegetation to remain within the limits of land clearing or construction and shall remain until the completion
of work. The temporary barrier shall comply with the tree barrier detail as depicted on this sheet
18. No materials, trailers, equipment or chemicals shill be stared, operated, dumped buried or burned whithin the
protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached
to a protected tree.
19. When removing branches from protected trees to dear for construction or pruning to restore the natural
shape of the tree, the guidelines in the National Arbarlet Association Pruning Standards for Shade Trees
and the American National Standards for Tree Care Operations (ANSI j1Z133.1) shall be followed. Protected
trees shall be pruned and fertilized as necessary to compensate for any loos of roots and to stimulate root
growth. Any damage to tree crowns or root systems shall be repaired immediately after damage occurs.
'-`( EIVEID
Hf,072011
1365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office:904.710.9871 www.wjbyers.com
Certificate of Authorization No. P-0986
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LANDSCAPE
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rights reserved. No port of this
work may be used, reproduced,
distributed, displayed or otherwise
communicated in any form or by
any means without the prior,
written consent of The Stellar
Architectural and Engineering Group, Inc.
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JOB No. 72203844
DRAWN: CN
CHECKED:
SCALE:
1 "=20'
C501 B
DRAWING NO.
r' I

r4
CONCRETE WHEEL STOP
6"x6"-W2.9xW2.9 W.W.M.
REINFORCING
PORTLAND CEMENT CONCRETE
4000 PSI AT 28 DAYS
> -COMPACTED SUBGRADE
CONCRETE PAVEMENT O
CURB & GUTTER
ASPHALTIC CONCRETE
WEARING COURSE
LIMEROCK BASE
SEE SPECIFICATIONS
COMPACTED SUB -GRADE
SEE SPECIFICATIONS
PARALLEL TO BUILDING
DETAIL FOR PAVED AREAS DETAIL FOR NON -PAVED AREAS
FINISH GRADE C.O. COVER PER SPECS
WITH SCREWED PLUG
ASPHALTPAVEMENT NATURALGROUND
BASE s e V N
4" OR 6" PVC
PVC SEWER LATERAL OR
ROOF DRAIN LEADER
FLOW
4" 12500# MIN.
(MIN.) CONCRETE
NOTE: USE EXPANSION JOINT
MATERIAL AND JOINT
SEALER AROUND PAD
IN CONCRETE PAVED
AREAS.
CLEANOUT 11
MITERED END SECTION WITH
OUTFALL CONTROL PIPE \ A
—221 i
CENTERLINE I i /12"HDPE
TOP OF -�__ _ 5 -`ii-T/ii' — ---
POND BANK OUTFALL CONTROL
i STRUCTURE WITH DRAW
i DOWNORIFICE
—22.1
PORTLAND CEMENT CONCRETE
J.-�-,C6Mk6i[1'6SUBGRADE '
0.2D OR 2'MIN 36"MINIMUMS•
CONCRETE THICKENED EDGE O5
ASPHALTIC CONCRETE
WEARING COURSE
LIMEROCK BASE
SEE SPECIFICATIONS
COMPACTED SUB -GRADE
SEE SPECIFICATIONS
HEADER CURB
PAVEMENT STRUCTURE THICKNESS TABLE
TYPE
SUB -GRADE
BASE
WEARING COURSE
AUTO PAVEMENT
12"
6'
11/2"
TRUCK PAVEMENT
12"
8'
2"
R/W PAVEMENT
12"
6"
1 1/2'
ASPHALT PAVEMENT O7
OUTFALL CONTROL STRUCTURE MITERED END
WITH DRAW DOWN ORIFICE AND SECTION
TEE FITTING (SEE DETAIL THIS SHT) WITH OUTFALL
i CONTROL PIPE
DRAW DOWN
ORIFICE INVERT
ELEV = 19.50
�9
20
12" HOPE
MAIN POND
BOTTOM
ELEV=12.0
SECTION A -A
NTS
—19
A
— MAIN POND
PLAN VIEW
NTS
more
PARKING BY
DISABLED
PERMIT NOTE
WHITE HANDICAPPED PARKING
ONLY SIGN SHALL CONFORM
TO N.C.D.O.T. DESIGN
SPECIFICATIONS
2"
HANDICAPPED PARKING SIGN O
1/2"R 6"
1"R
4
• • 1/2"R
tee'
SECTION
24" CURB AND GUTTER O6
6" 6" ASPHALTIC CONCRETE
WEARING COURSE
0'QO Ord
SEE LIMEROCK BASE
''0 7/'..O:.
SEE SPECIFICATIONS
COMPACTED SUB -GRADE
SEE SPECIFICATIONS
NO CURBING
A
30'
CONCRETE 1/4" WIDE SAWCUT
PAVEMENT a (SEALED)
0
TYPE "D"JOINT
3/4" X 2'SMOOTH DOWEL JOINT SEALER
V O.C. GREASE ONE END MATERIAL
?I CONCRETEPAVMENT
0
0 1 •WITHDRAW DOWEL 2"
BEFORE POURING OTHER
NON -EXTRUDED TYPE "E"JOINT SIDE OF JOINT
PREMOULDED JOINT
FILLR (ASTM D-175)
JOINT SEALER
MATERIAL
BUILDING
CONCRETE
OR
PAVEMENT
WALLS
NON -EXTRUDED
PREMOULDED
TYPE "F" JOINT
JOINT FILLER
(A.S.T.M. D-175)
CONIC PVMT CONSTRUCTION JOINTS O8
1 1 3- 1_ 30 1
1j
a{t t}st}iM
sk�{t
�%
et.
t
. .
MITERED END
SECTION
LEVEL
- - - - - -
WITH OUTFALL
3:1 31
~ �—
..
SPREADER
CONTROL PIPE
. . . -
1g SPREADER
a•
12" MIN. #57
- SEEDED -
SWALE
STONE WITH
AND MULCHED
FILTER FABRIC
-_
12" HDPE
•e
3:1 3:1
f-
5'
gpp
- .
MITERED END
PLAN
VIEW
SECTION
NTS
WITH OUTFALL
CONTROL PIPE
6'
3
12" HDPE
LEVEL
I
SPREADER " T
II
SWALE
LEVEL SPREADER
19.0E
4 12" MIN. 457
3:1 SEEDED AND
SLOPE STONE WITH MULCHED
FILTER FABRIC
(TYP)
REINFORCEMENT
WITH #4 BARS
18,
AT 12" O/C EACH
WAY
SECTION A -A
8" NTS
30"
LEVEL SPREADER WITH FILTER STRIP 13
VARIES SEE
PLANS
TYPE "E"
JOINT TYPE"E"
JOINT
A.
TYPE 'Dr JOINT
PLAN
VARIES SEE PLANS
1/4" PER FT. e
TYPE "D"JOINT
VARIES SEE PLANS
1/4" PER FT. `v
......
8.
6 SECTION "A -A"
I
N 8"
SEALANT
71
1/4" R
(TYP)
N
1/2" PREMOLDED
EXPANSIONJOINT
TYPE "D" TYPE "E" MATERIAL
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
TRANSVERSE JOINTAT INTERVALS EQUAL TO THE
"D"
SIDEWALK WIDTH EXCEPT EVERY FOURTH JOINT
WHICH IS A TYPE "E" JOINT.
EVERY FOURTH TRANSVERSE JOINT, P.0 AND P.T.
"E"
OF CURVES, ABRUPT CHANGES IN DIRECTION, AND
WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK
OR OTHER EXIST. CONCRETE SURFACE STRUCTURES.
NOTE: TYPE "D" JOINT MAY BE EITHER TOOLED IN WET CONCRETE
OR SAWCUT WITHIN 18 HOURS OF PLACEMENT OF CONCRETE.
SIDEWALK CONSTRUCTION O9
T-1"
4" PVC ORIFICE THROUGH
WALL BELOW WITH DRAW
DOWN ORIFICE AND PVC
T-FITTING
PLAN VIEW
NTS
ALL EXPOSED COvnivac
AND EDGES TO B!
CHAMFERED 314'
2'-0"
NON -TRAFFIC
N E
CCHAMFERH J A B JJFC
M I
D E
TOPVIEW
SIDE VIEW
---.IE� CONCRETE: 4,00E P.S.I.
O' STEEL: #41 E.W., WITH 1 #6
OVER PIPE OPENING.
R((2 " CLEARANCE OVER STEEL,
EINF. BARS, 1/2"TOLERANCE).
H
END VIED
TABLE OF DIMENSIONS
RCP /OMP
A
8
C
D
E
F
G
H
J
K
L
M
N
15"- '8"
2'-7"
2. 1"
6"
6"
6 3/4"
V-6"
V-7"
2'-10"
2-4"
8"
6"
6'-10"
T-0"
24"
2`11'
2'-8"
6"
5"
41/2"
1'-11"
2'-0"
T6"
T-1"
71/2"
5"
10'-0"
10'-31/2"
30'
3'-6"
T-2"
6"
6"
51/2'
2'-5"
T-61/2
T-9"
T-5"
1 7"
1 5"
1V-5"
1V-81/4"
36"
4'-l"
T-10"
6"
7"
51/2'
2'-9"
T-0"
4'6"
4'-0"
F 6•
6"
14'-0"
14'-41/2"
MITERED END SECTION
10
OUTSIDE FACE OF
CONTROL STRUCTURE
4" PVC CLEAN -OUT CAP
DRAW DOWN ORIFICE
4" PVC T-FITTING
i
4" PVC ORIFICE
THROUGH CONTROL
STRUCTURE WALL
NWL ELEV = 20.00
INSIDE FACE OF
CONTROLSTRUCTURE
4" PVC DRAW DOWN' t'
ORIFICE W/ 1.4" DIAMETER
HOLE DRILLED IN THE CAP
15
inn,
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LO
12" MIN OF NCDOT #5 OR' ..... _#57 WASHED STONE
4" PVC ORIFICE
THROUGH WALL
FOREBAY OVERFLOW WEIR6"MIN (TYConsulting
ELEVATION RECENED !Q%� En g i n U e rs,PL L C
NTS DEC E LU11 pmic 365 TIBER AVENUE, JACKSONVILLE, FL 32207
Office: 904.710.9871 www.wjbyers.com
14Certificate of Authorization No. P 0986
mol
DETAILS
C The Stellar Architectural and
nginserIng Group. Inc. 2011. All
rights reserved. No part of this
Work may be used. reproduced.
distributed, displayed or otherwise
communicated in any form or by
any means Without the prior.
Written consent of The Stellar
Architectural and Engineering Croup, Inc.
7
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MARINE CORPS AIR STATION
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NAVAL FACILITIES ENGINEERING COMMAND � MID -ATLANTIC
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SHEET INDEX
SHEET NUMBER DESCRIPTION
T1
TITLE SHEET
C-001
LEGEND AND GENERAL NOTES
C-002
KEY MAP
CD101
EXISTING CONDITIONS AND DEMOLITION
CD102
EXISTING CONDITIONS AND DEMOLITION
CD103
EXISTING CONDITIONS AND DEMOLITION
CD104
EXISTING CONDITIONS AND DEMOLITION OF BLDG AS-202
C-101
DIMENSIONAL LAYOUT PLAN
C-102
DIMENSIONAL LAYOUT PLAN
C-201
UTILITY PLAN
C-202
UTILITY PLAN
C-203
UTILITY PLAN
C-301
GRADING AND DRAINAGE PLAN
C-302
GRADING AND DRAINAGE PLAN
C-303
SPOT ELEVATIONS
C-304
SPOT ELEVATIONS
C-401
SANITARY SEWER PROFILES
C-402
SANITARY SEWER PROFILES
C-403
STORM PROFILES
C-501
SITE DETAILS
C-502
SITE DETAILS
C-503
SITE DETAILS
C-504
UTILITY DETAILS
C-505
UTILITY DETAILS
C-506
UTILITY DETAILS
C-507
STORM DETAILS
C-508
STORMWATER MANAGEMENT DETAILS
C-509
SITE DETAILS
C-601
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-602
EROSION AND SEDIMENT CONTROL PLAN -PHASE I
C-603
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-604
EROSION AND SEDIMENT CONTROL PLAN -PHASE II
C-605
EROSION AND SEDIMENT CONTROL NOTES
C-606
EROSION AND SEDIMENT CONTROL NOTES
C-607
EROSION AND SEDIMENT CONTROL DETAILS
C-608
EROSION AND SEDIMENT CONTROL DETAILS
C-701
PRE DEVELOPED DRAINAGE AREA MAP
C-702
BMP DRAINAGE AREA MAP
L-102
LANDSCAPE PLAN -RAIN GARDEN
L-108
PLANTING NOTES
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NAVFAC DRAWING
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PERMEABLE CONCRETE PAVERS
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
GRASS PAVERS
SANITARY SEWER
FORCE MAIN SEWER
WATER LINE
DOMESTIC WATER LINE
FIRE WATER LINE
GAS LINE
UNDERGROUND ELECTRICAL LINE
OVERHEAD ELECTRICAL LINE
CONTOUR
STORM SEWER
INDICATES ITEM TO BE REMOVED/
AREA CLEARED AND GRUBBED
TREE LINE
LIMITS OF CONSTRUCTION
CHAIN LINK FENCE
CENTER LINE ROAD DESIGNATION/SANITARY
SEWER STRUCTURE DESIGNATION
FACE OF CURB CURVE DATA
STORM SEWER STRUCTURE DESIGNATION
CURB AND GUTTER
CURB
EDGE OF PAVEMENT
FIRE HYDRANT
GATE VALVE
TEE
BENDS
CAP
GRATE INLET
MANHOLE
INDICATES HANDICAP PARKING
END SECTION
POLE
BOLLARD
CLEANOUT
SOIL BORING LOCATION
FITNESS STATION
DETAIL CALLOUT BUBBLE
A=INDICATES DETAIL
B=INDICATES SHEET WHERE
DETAIL IS LOCATED
NEW ABBREVIATIONS
AC
AIR CONDITIONING
ADA
AMERICANS WITH DISABILITIES ACT
AGGRE
AGGREGATE
AT/FP
ANTI-TERRORISM/FORCE PROTECTION
BC
BACK OF CURB
CHILL
CHILLER
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CENTER LINE
CO
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COL
COLUMN
CONIC
CONCRETE
DIA
DIAMETER
E
EASTING
EC
EDGE OF CONCRETE
EFL
EDGE OF FIRE LANE
ELEV
ELEVATION
EP
EDGE OF PAVEMENT
EQ
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EW
EACH WAY
EXIST
EXISTING
EXP JT
EXPANSION JOINT
FDC
FIRE DEPARTMENT CONNECTION
FF
FINISH FLOOR
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FORCE MAIN
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GEN
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GV
GATE VALVE
HC
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HORIZ
HORIZONTAL
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INVERT
L
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LBS
POUNDS
LF
LINEAR FEET
MH
MANHOLE
MIN
MINIMUM
N
NORTHING
NCDOT
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NO
NUMBER
OC
ON CENTER
PI
POINT OF INTERSECTION
PROP
PROPOSED
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
R, RAD
RADIUS
RCP
REINFORCED CONCRETE PIPE
RD
ROAD
SPA
SPACES
ST'D
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STR
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T
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TELECOM
TELECOMMUNICATION
TYP
TYPICAL
VERT
VERTICAL
W/
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WELDED WIRE FABRIC
2
EXISTING SYMBOLS
EOHW
EXISTING OVERHEAD WIRE
EW
EXISTING WATER LINE
ESAN
EXISTING SANITARY
ESTM
EXISTING STEAM
------
16-------------
CONTOUR (MINOR)
-----
15-----
CONTOUR (MAJOR)
EDGE PAVEMENT
1 0
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SIGN
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SANITARY MANHOLE
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EXISTING ABBREVIATIONS
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BACHELOR ENLISTED QUARTERS
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E
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EP
EDGE PAVEMENT
ES
EXIST STORM
FFE
FINISH FLOOR ELEVATION
FL
FLOW LINE
INV
INVERT
N
NORTHING COORDINATE
PIV
POST INDICATOR VALVE
R
RADIUS
TO
TOP CURB
TOB
TOP OF BANK
TOE
TOE OF SLOPE
TPED
TELEPHGNE PEDESTAL
TYP
TYPICA_
UP
UTILITY POLE
W/
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WM
WATER METER
WV
WATER VALVE
3
1. CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING
CONSTRUCTION.
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ON THESE DRAWINGS IS APPROXIMATE ONLY, AND REQUIRES CONFIRMATION BY THE
CONTRACTOR. WHERE A NEW UTILITY LINE CROSSES AN EXISTING UTILITY, THE CONTRACTOR
SHALL DETERMINE BY EXCAVATION OR TEST PITS, THE EXACT LOCATION AND ELEVATION OF
THE EXISTING UTILITY.
3. DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF EXISTING UTILITIES
BY MISS UTILITY TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE
PERFORMED AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION. DISCREPANCIES ARE TO
BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER. REDESIGN AND APPROVAL SHALL BE
OBTAINED IF REQUIRED.
4. MAXIMUM PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
PROPOSED STRUCTURE TOP ELEVATIONS, INCLUDING VALVE BOX COVERS, ARE TO BE VERIFIED
BY THE CONTRACTOR WITH THE SITE PLANS, PROFILES AND CROSS SECTIONS. ADJUSTMENTS TO MEET
FINISHED GRADE ELEVATIONS MAY BE REQUIRED. TOPS IN PAVEMENT SHALL BE SET FLUSH WITH
AND SHALL SLOPE WITH FINISH GRADE.
5. DAMAGE TO EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT DISTURBED
BY THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED
TO THE SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.
6. MAKE A SMOOTH TRANSITION TO EXISTING WALK OR PAVEMENT.
7. PROVIDE GRADING THAT WILL ASSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER.
8. PRIOR TO BEGINNING CONSTRUCTION, VERIFY FROM THE DRAWINGS, DIMENSIONS, DETAILS AND
TREATMENTS FOR THE PROPOSED WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL IMPACT
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
9. REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REPLACE SIGNS THAT ARE
STILL PERTINENT TO THE SITE. SIGNS THAT ARE NOT IDENTIFIED AS BEING REPLACED SHALL BE
RETURNED TO THE CONTRACTING OFFICER.
10. PROVIDE WATER MAINS WITH A MINIMUM OF 3 FEET OF COVER TO FINISH GRADE.
11. AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT
PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.
THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS. SLOPES 3:1 AND
GREATER SHALL BE STABILIZED IN A MANNER APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL AND NATURAL RESOURCES.
12. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES, (MUTCD).
13. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
SURVEY NOTES
1. THE EXISTING TOPOGRAPHIC AND EXISTING PHYSICAL FEATURES ARE BASED UPON AN ACTUAL
FIELD SURVEY PERFORMED BY VANASSE HANGEN BRUSTLIN, INC. IN MARCH, 2009 AND APRIL, 2009.
2. HORIZONTAL DATUM IS BASED ON NAD83/86.
3. TOPOGRAPHY ELEVATIONS ARE BASED ON NAVD88.
4. THE THREE CONTROL POINTS ARE BASED ON NCGS CONTROL POINTS KATHY AND TRUESDALE.
5, THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD
OBSERVATION OF SURFACE FEATURES AND INFORMATION OF RECORD.
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3
DEMOLITION NOTES
1. ONCE P-714 CONSTRUCTION IS COMPLETE AND BUILDING OPERATIONAL,
CONTRACTOR IS TO DEMOLISH AS-202.
2. THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND
UTILITIES SHOWN IS APPROXIMATE ONLY AND REQUIRES VERIFICATION BY
CONTRACTOR.
3. PRIOR TO ANY DEMOLITION BEGINNING, CONTRACTOR SHALL MEET ONSITE
WITH CONTRACTING OFFICER AND CAMP LEJEUNE PUBLIC WORKS/PUBLIC
UTILITIES AND FACILITIES MANAGEMENT BASE PERSONNEL TO VERIFY ALL
STRUCTURES, PAVEMENTS, UTILITIES AND OTHER SITE IMPROVEMENTS TO BE
DEMOLISHED.
4. REMOVE ALL OF THE UTILITY CONNECTIONS TO BUILDING AS-202 FROM THE
BUILDING TO THE UTILITY MAIN LINES AND CAP OR IF UTILITY MAIN IS IN
SURROUNDING ROADWAY THEN REMOVE AND CAP UTILITY 2 FEET INSIDE
CURB LINE/EDGE OF PAVEMENT.
5. ALL BUILDING FOUNDATIONS, BELOW GRADE SLABS AND PILE FOUNDATIONS,
PAVEMENTS, STRUCTURES, PIPES, UTILITIES AND OTHER SITE IMPROVEMENTS
TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIALS AND
BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER
PROJECT SPECIFICATIONS. PILE FOUNDATIONS SHALL BE CUT OFF AT LEAST
FOUR FEET BELOW THE EXISTING SITE GRADE.
6. AN AS -BUILT SURVEY OF THE EXISTING PILE FOUNDATIONS SHALL BE
PERFORMED FOLLOWING THE DEMOLITION AND PRIOR TO BACKFILLING ANY
EXCAVATIONS REQUIRED FOR DEMOLITION.
7.IT IS REPORTED THAT A BELOW -GROUND POOL MAY BE PRESENT BENEATH
THE EXISTING GYMNASIUM FLOOR AREA. THIS STRUCTURE SHALL BE
COMPLETELY REMOVED IF ENCOUNTERED.
8. ALL DISTURBED AREAS SHALL BE SODDED FOR FINAL STABILIZATION.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT REMOVE PIPE
CONTROL MEASURES AS NEEDED. EXTEND DITC
9. DISPOSAL OF DEBRIS SHALL BE IN ACCORDANCE WITH BASE, LOCAL, STATE
AND FEDERAL REGULATION, ORDINANCES AND STATUES.
10. CONTRACTOR TO PROTECT EXISTING TREES DURING DEMOLITION. IF .`Q�`V
UTILITY PIPE REMOVAL THREATENS THE TREE'S ROOT SYSTEM, cj
ABANDON IN PLACE THOSE PORTIONS OF PIPE. t�
REMOVE
WATERLINE
AND CAP
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INDICATOR
VALVE
r
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SAW CUT AND
REMOVE CONIC
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11. INSTALL PIPE DETECTION ON ALL TERMINATION POINTS. G�� LIMITS OF
CONSTRUCTION `. s
12. EXISTING FILL MATERIALS AROUND THE SIDES OF THE
ABOVE -GROUND POOL STRUCTURE SHALL BE REMOVED REMOVE '
FROM THE SITE AND DISPOSED OF OFF GOVERNMENT PROPERTY. GRILL s
13. THE SUBGRADE OF ALL EXCAVATIONS COMPLETED FOR DEMOLITION SAW CUT AND
OPERATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER 4k, REMOVE CONIC >
PRIOR TO BACKFILLING. BACKFILL MATERIALS SHALL NOT BE SIDEWALK (TYP)
PLACED ON DISTURBED/LOOSE SUBGRADE MATERIALS. /
14. EXCAVATIONS FOR DEMOLITION OPERATIONS WITHIN THE <£
EXISTING BUILDING AREA SHOULD BE BACKFILLED WITH REMOVE
CONIC WALL
IMPORTED SELECT FILL MATERIAL IN ACCORDANCE WITH REMOVE wq
THE SPECIFICATION 31 23 00.00 20 EXCAVATION AND FILL. WATERLINE T / �~ REMOVE
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REMAIN
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1. THIS PROJECT WILL DEMOLISH 34,724 SQUARE FEET OF IMPERVIOUS
BUILT UPON AREA THAT CAN BE CREDITED TOWARDS FUTURE
REDEVELOPMENT.
2. THERE ARE NO ONSITE STORMWATER MANAGEMENT OR BEST
MANAGEMENT PRACTICES. THE SITE DRAINS TO CURB INLETS IN THE
ADJACENT ROADWAYS.
-REMOVE
SIGN
REMOVE STORM
PIPE AND
STRUCTURES
EXACT END LOCATION OF 2" SANITARY
k PIPE UNKNOWN, REMOVE SANITARY
PIPE TO NEXT STRUCTURE
REMOVE CONC PAD W/AC UNIT`\\\
REMOVE ANTENNA
REMOVE TELEPHONE PEDESTAL
REMOVE
HANDRAILS
SAW CUT AND
�oz. REMOVE CONCRETE
oG� REMOVE CONCRETE
PAD
EXACT END LOCATION OF 3" STORM
PIPE UNKNOWN, REMOVE SANITARY
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REMOVE 12" CEDAR
REMOVE TELEPHONE
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REMOVE CONCRETE
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REMOVE OVERHEAD
STEAM AND SUPPORTS
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• , WALL CONSTRUCTION
REMOVE
PIPE ° REMOVE SANITARY
GUY WIRE AND �' ��� SEWER. MANHOLE
CONCRETE ANCHOR ♦ ° �o TO REMAIN
TO BE INSTALLED REMOVE REMOVE STEAM COLUMN
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SHEET REFERENCE ONLY. SHEET AS
LOCATED IS RELATIVE TO P-714 SITE
BUT IS NOT IN PROPER GEOGRAPHICAL
LOCATION
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N 355, 1.31
2,461, 74;67
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SECTION \
C/L ENTRANCE RD
C/L DOUGLAS RD-/-
N 355,199.10 \
E 2,461,288.74
4' WIDE CURB CUT AND
CROSSWALK STRIPING
2' CURB CUT
(TYP EACH SIDE)
LIMITS OF \
CONSTRUCTION \
R=25' 1 `
RADIUS POINT
N 355,209.39
E 2,461,341.63
116. SPA I `v)' 2' 18'
14.inl4� a n n\
\ Al
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\ \ 61 CURB
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\ \ \ � \'��'� _ WINGWALL (TYP)
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\ \ ➢ \� m CONSTRUCTION i�
LIMITS OF TYP D5 STRUCTURAL I... r
\ 1 CONSTRUCTION C-502 DRAWINGS 6,
D3 5.5' CONCRETE 72 1 72' l TYP D4
SIDEWALK
REV
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\ \ ANDERSE GUTTERRB i 00 I
\LIMITS OF
\ BRIDGE SPAN REFER TO o>I ' CONSTRUCTION
i
\ � \ STRUCTURAL DRAWINGS
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\ \ RADIUS POINT '
N 355,334.51 S SIDE)
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E 2,461,739.81 ASPHALT WALK n �1 R=25
\ \ CURB AND GUTTER ADIUS POINT
CONTROL POINT \ (MATCH EXIST)(TYP
N 355,085.334 \ \ EACH SIDE) aSPHAL T �� N 355,378.044
E 2 461 510 167 E 2,461,799.672
\� REINSTALL
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N 355,325.57
E 2,461,791.11
FACE OF CURB
CURVE DATA
\ OA DELTA=135° 00-00"
BO DELTA=45' 00'00"
R=5.00'
R=20.00'
\ T=12.07'
T=8.28'
L=11.78'
L=15.71'
PI COORDINATE
PI COORDINATE
\ N 355,563.11
N 355,563.15
E 2,461,509,93
E 2,461,482.96
C/L ROAD CURVE DATA
\
5' 00'00"
\ O E
DO 00'00"
0 13'59" O
O E
0 05'00 "
R20 001
R45'
E5 00
R 64.50'
R 162 00'
T=8.28'
T=6.21'
T=19.08'
T=14.29'
L=15.71'
L=11.78'
L=37.99'
L=28,51'
\ PI COORDINATE
PI COORDINATE
PI COORDINATE
PI COORDINATE
N 355,521.84
N 355,504.87
N 355,260.96
N 355,450.30
E 2,461,441.53
E 2,461,441.50
E 2,461,327.17
E 2,461,704.32
0
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NAVFAC DRAWING NO.
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1 2
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3 1 1
3'
\' `.`•'•' 1. RIP -RAP TO BE LINED
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WITH ALTERNATE PUMP CONNECTION
TREE LINE
STORM SEWER
COORDINATES
01 ENDSECTION COORDINATE
N 355,379.09 LOCATION
E 2,461,106.80 POINT
02 INLET (CENTER) ENDSECTION
N 355,424.08
E 2,461,184.70
STORM SEWER SCHEDULE
01 ENDSECTION
INV OUT 8.72
S
02 90.00 LF OF 24'' RCP AT 2.04/
02 INLET
TOP 17.00
INV OUT 10.56
INLET IN 11.06
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039 INLET
INFORMATION ON SHEET C-302
/
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C N 355,509.045
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20 21 T/FP SETBACK LIMITS OF
--_—_ — CONSTRUCTION I
LIMITS OF �.
77 CONSTRUCTION _----22—�,
I
O - ...22 F
D` OVERHEAD .� /J WLA
1 ELECTRIC LINES
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CONSTRUCTION f • w
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1 `1 / -TREE LIIRIE- ? /f ml �FSI
B ` 1 `1 , ; I �•I' 6 FOUNDATION DRAIN
1 I 30T'RJP RAJ?, - ,' i;' I ,'veil REFER TO MECHANICAL �:. N
EMERO,ENCY / POOL PLANS FOR
CONTINUATION
a� SPILLWAY
`� of •,�\,�0 1 .,LEV=1.50%;/.: I�
Q 41 MARINE CORPS
5 ; • PVC I MARTIAL ARTS PROGRAM
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P - 714 I I C4
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BIORETENTION
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C 507. — — — --- - I I
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15' 0 10' 20' 30' 50' 75'
1
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EPROJECT NO. 796454
CONSTR. CONTR. NO.
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FIRT�y NAVFAC DRAWING NO.
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DRAWEORM REVISION: 6 AUG 207
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4 1 5
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:;\\ / - 22 22 C 507 03 INLET
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C 507 C-508 G508 INV OUT 17.5 0
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REFER TO \ ✓"
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8 \, b8 4 I (�D
BIORETENTION . e �'. � ... e e INV OUT 21.00
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t\\ `'Q � : INV OUT 16.00
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„a` \\ ;','\ \, _ 21 I O NV IN 18.00
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INV =15 05'(A)
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( � 03 INLET (CENTER) 07 ENDSECTION - e RX2o 72'S 75"Es
LOCATION
\ �\1 Ex sTR 1 N 355,428.79 N 355,373.12 INV=15.a7'(A) CONTROL POINT Q
R-17.92' E 2,461,294.21 E 2,461,222.28 POINT INV=15.67'(B) N 355,484.137 e,
\ ,\1N INV= 14. 12'(A) 2,461,977.926 Jj
INV=15.09'(B) ENDSECTION
�!� INV=74.07'(C) 04 INLET (CENTER) 08 ENDSECTION Ex STR 10
\ �, N 355,664.82 N 355,356.85 R=20.80'
� �� \ \ t E 2,461,530.94 E 2,461,362.07 INV=16.60'(A)
INV=16.45'(B)
\ (0D
ENDSECTION s ENDSECTION
N 355,508.01 N 355,355.51
E 2,461,365.73 E 2,461,367.28
\
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\ • LECTRIC LINES 06 ENDSECTION 10 ENDSECTION r
�v`,, N 355,557.68 N 355,300.71 NOV23 )aI(I ;
\ --\ - - E2,461,415.54 E 2,461,421.92 R STING WATERLINE E -� IBY:__
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EPROJECT NO. 796454
CONSTR. CONTR. NO.
N40085-09-0-5000
NAVFAC DRAWINGNO.
#
SHEET #### OF #
C-302
DRAWFORM REVISION: 6 AUG 2007
D
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A

D
5
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1 2
1/2"
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1/2" ,
1/2"
60
1
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SEALANT PREFORMED EXSPANSION 7
JOINT MATERIAL
1/2'' DIA SECOND
EXPANSION D1
JOINT DETAIL
NO SCALE
D2
C-501 2„ WWF
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4" MAX. RADIUS
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SEALANT 2�,
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3
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BACKER SAWCUT
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GRADE
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pp D1
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EXIST CONCRETE
OR STRUCTURE
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° D D ° D • D ° D D
WWF -%4" X 8" SMOOTH DOWEL
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LUBRICATED AND EXPANSION CAP
CONTROL JOINTS CONSTRUCTION JOINT
AT DUMPSTER APPROACH PAD
JOINT TYPE 1 JOINT TYPE 4
DETAILS OF CONCRETE PAVING B1
NO SCALE
2" ASPHALT CONCRETE
NCDOT TYPE S9.5A
0
INTERLOCKING
CONCRETE SAND
GRASSPAVER CLEAN, SHARP SAND)
SYSTEM HYDROGROW MIX
BELOW PAVERS
1 III II .0 I 1_i i
4" SAND
FLAT WELDED WIRE FABRIC COMPACTED
6X6-W2.9 X W2.9 SUBGRADE
SECTION
/Z"
PREMOLDED
ISOLATION
JOINT
1
18"
C-501
ISOLATION JOINT
CONTRACTION JOINT
DETAILS OF CONCRETE WALK D3
NO SCALE
¢,
SIDEWALK
WIDTH
EXPANSION CD
JOINT
C-501
C5
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B cn C-501 B
A A B
¢'l
PLAN
SIDEWALK AREA
6" 6'-0"
CONCRETE CURB 7
8.33% MAX
AND GUTTER SLOPE.
o, oo f ¢(R • D D CONCRETE
° SIDEWALK
sob �� COMPACTED SANDY
��V�'��� �� GRAVEL BASE
1/4'' IMPERMEABLE PLATE
OR LINER AT CONCRETE
SIDEWALK LOCATIONS
EXTENDS 12"
BELOW BASE
COURSE
COMPACTED SUBGRADE 95%
MODIFIED PROCTOR DENSITY
GRASSPAVERS B2
NO SCALE
NOTE GRASSPAVER SYSTEM SHALL BE DESIGNED AND INSTALLED TO
MEET H2O LOAD RATING
EDGE OF
PAVEMENT 12"
T-E7_1 T_ T-Fl
8" AGGREGATE BASE
SUBGRADE COMPACTED TO MATERIAL, NCDOT TYPE "A"
95% OF ASTM-D 698
ASPHALT PAVEMENT Al
LIGHT DUTY
NO SCALE
1
5" ASPHALT CONCRETE
NCDOT TYPE S9.5A
L=
SECTION A -A
6" CURB WIDTH 6" CURB
VARIES
SECTION
HANDICAP RAMP
WITHOUT FLARED SIDES
NO SCALE
EDGE OF
PAVEMENT 12
==77
nOo°O°o Oo(� OoOo°o00°0
L8"
AGGREGATE BASE
SUBGRADE COMPACTED TOL/ MATERIAL, NCDOT TYPE "A"
95% OF ASTM-D 698
ASPHALT PAVEMENT A2
1 lrnIIN/ r%l I-r%i
NO SCALE
2
4
5
SIDEWALK
SEE PLANS
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0 0 0 0 0 0
0
0
0
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PLAN VIEW
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C-C 501-65Y OF BASE
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6' 3' 6'
MIN• DETECTABLE
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EXPANSION LEGEND AND BORDER -
JOINT B � GREEN WHITE SYMBOL
- ' ON BLUE BACKGROUND
RESERVED BACKGROUND - WHITE
PARKING I TYPICAL AT ALL HANDICAP
0 ` SPACES
THIS SIGN TYPICAL AT ALL
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Q,
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ma
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NO SCALE
I II,
SECTION A -A
SLOPE 12:1 MAXIMUM
SECTION B-B
HANDICAP RAMP
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NO SCALE
3
I
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III I IIII 11,
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ONE AT EACH HANDICAP SPACE.
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HANDICAP PARKING SIGN B5
NO SCALE
12'' AGGREGATE BASE MATERIAL
NCDOT TYPE "A"
PERMEABLE CONCRETE
PAVEMENT SECTION A4
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;
GARDENBRIDGES.COM STANDARD DOUBLE
RAIL EXTRA WIDE OR APPROVED EQUAL
PEDESTRIAN BRIDGE D2
NO SCALE
C3
MATCH BUILDING C-502
FACE 8" CMU REINF. 4" GATE POST
W/N0. 5 AT 16'' IN EACH SIDE
GROUTED CELLS
't - 4 APRON
-------- ---- --- --------------I
Go
APRON TO BE
FLUSH WITH
EXPANSION ASPHALT
8'X16" JOINT
DRAINAGE HOLE
I I
Do Do I I 8 CONC.
I SLAB ON GRADE
N I SWINGING
N N W/ 6x6 10/10 WWF CHAIN LINK
& 6 GRAN. BASE GATE
j DRAINAGE HOLE 6" CONC.
SLAB ON GRADE
8X16'
W/ 6x6 10/10 WWF
-- -- ---- -- ----- I & 6" GRAN. BASE
00 1
LINE OF FOOTING 8
4" 8" 8'-2" 4"
9'-6" 9'-91,
19'-3"
DOUBLE DUMPSTER PAD C1
NO SCALE
4" O.D. GALVANIZED
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LOCKING
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2" O.D. GALVANIZED
STEEL PIPE FRAME
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12'
15/e" O.D
TOP RAIL
a
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CONCRETE
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2" MAX ABOVE
TOP RAIL
1%" O.D.
MIDDLE RAIL
9 GUAGE CHAIN
LINK FABRIC
2" MESH
15/8" O.D.
BOTTOM RAIL
NOTES
1. KNUCKLE TOP AND BOTTOM OF CHAIN LINK FABRIC.
2. FABRIC SHALL BE FLUSH WITH TOP RAIL OF GATE
3. ALL POSTS AND TUBES SHALL BE ALLIED TUBE AND CONDUIT SS-40,
4. INSTALL (1) PAIR GATE HOLD -BACKS IN 8" CONCRETE FOOTING.
24' WIDE DOUBLE SWING GATE Al
FOR DUMPSTER PAD
NO SCALE
0
o
7
4" FACE TO
MATCH BLDG
SEE ARCH.
SOLID OR GROUT
FILLED CMU BELOW
GRADE
FINISH
GRADE
°5 @ 16"
D .Iv
I
(3) °5 CONT—
(3" CLR.)
8" CMU REINF.
W/•5 @ 16" IN
GROUTED CELLS
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PAD
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6" COMPACTED
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3'-0"
SECTION AT D
NO SCALE
UMPSTER C3
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CONC WASH
/// 8" DIA. X 5'-9" SCHED 80
STEEL PIPE FILLED W/CONC.
FINISHED GRADE
24" DIA. CONC,
FOOTING
CLOSEST
OBJECT
on
v0 0
60''
(TYP)
PLAN
SECTION
NOTES
1. ORIENTATION OF BOLLARDS MAY VARY ACCORDING TO FIELD CONDITIONS.
2. COATING MATERIALS SHALL BE PER COMPANY PAINTING SPECIFICATIONS
FOR ABOVE GRADE STEEL PIPING.
BOLLARD DETAIL A2
NO SCALE
2'-0" CONCRETE CURB D4
A A1r% n1 1TTri'l
NO SCALE
D.
x
D SURFACE
j.
D BASE
o-
SUBBASE
6 CONCRETE TO BE CLASS A3
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IF PRECAST
STANDARD 6" CURB D5
NO SCALE
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D
2
3
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D
B
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8" OF GRAVEL (DEPTH=12')
3'-5' OF SOD
BIO LENGTH (L)
BIO WIDTH (W)
BIO TOP ELEV. OA A 8" OF GRAVEL (DEPTH=12")
3'-5' OF SOD
Ti C N ©BIO BOTTOM ELEV. i
it i r
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PLANTING MIX
BIORETENTION BASINS 2 & 3 D3
CROSS SECTION
NO SCALE
© TOP OF BERM ELEV.
OBIO TOP/WEIR ELEV.
CLASS 1 RIPRAP LINE
WITH FILTER FABRIC
TIE TO EXISTIN
BASIN #
BIORETENTION ELEVATIONS
DIMENSIONS (FT)
A
B
C
LENGTH (L)
WIDTH (W)
1
17.00
17.50
16.00
154.00
88.00
2
22.00
21.00
141.00
35.00
3
22.50
-
21.50
163.00
26.00
4
20.00
20.50
19.00
34.00
16.00
5
20.00
20.50
19.00
34.00
16.00
6
19.75
20.00
19.00
36.00
24.00
TOP WIDTH=6' BID LENGTH (L)
810 WIDTH (W)
L
3' MIN.
OG
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0
PLANTING MIX
0
IMPERVIOUS CLAY CORE
COMPACTED TO 95/ ASTM D-698
NOTE:
NOTE: BIO BASIN 1 HAS AN OUTLET ACTUAL DEPTH (D1, D2) AND DIMENSIONS OF
STRUCTURE AND A SPILLWAY. IMPERVIOUS CLAY CORE TO BE DETERMINED BY
ON -SITE GEOTECHNICAL ENGINEER.
BIORETENTION BASINS 1, 4-6 C5
CROSS SECTION
NO SCALE
WEIR OR
D3 C5 INLET
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C-508 C-508 a y
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8" OF GRAVEL (DEPTH = 12')
3' OF SOD
3'-5' OF GRASS
EACH SIDE OF
BIORETENTION BASIN
ADJACENT TO
GRAVEL (AS SHOWN
ON DETAIL D3 & C5
THIS SHEET)
8" OF GRAVEL EACH SIDE
OF BIORETENTION BASIN
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OpF y r
y y
PONDING AREA
12'' DEPTH
4-INCH SOD LAYER -fi/r- DEPTH OF PLANTING MIX SHALL
BE 2'. WHEN IN FILL SECTIONS,
PERMEABLE GEOTEXTILE FILTER-= a a EXTEND PLANTINGS MIX TO
FABRIC (SURROUND PLANTING EXISTING GROUND.
MIX 4" FROM GROUND SURFACE)
NOTE
CONCRETE OUTLET STRUCTURES ARE SHOWN ON SHEET C-507
INSTALLATION:
1. THE PLANTING MIX SHOULD BE APPROXIMATELY 85/ SAND, 10/ SILT OR TOPSOIL, AND 5X
ORGANIC OR LEAF COMPOST, WITH AN INFILTRATION RATE OF 2.0 IN/HR FOR BASINS 1, 4-5,
10 IN/HR FOR BASIN 2, 1.45 IN/HR BASIN 3 AND 1.88 FOR BASIN 6. THE MAXIMUM CLAY CONTENT
SHALL BE LESS THAN 10/.. THE MINIMUM DEPTH OF THE PLANTING MIX SHALL BE 2-FEET FOR GRASS
BIORETENTION AREAS.
2.AN OVERFLOW WEIR (SPILLWAY) OR OUTLET STRUCTURE SYSTEM SHALL BE CONSTURCTED TO PASS
RUNOFF VOLUMES GREATER THAN THE DESIGN STORM AWAY FROM THE BIORETENTION AREA.
INSPECTION AND MAINTENANCE
1. REGULAR INSPECTION AND MAINTENANCE IS CRITICAL TO THE EFFECTIVE OPERATION OF BIORETENTION
AREAS AS DESIGNED. MAINTENANCE RESPONSIBILITY OF THE BIORETENTION AREA SHALL BE VESTED
WITH A RESPONSIBLE AUTHORITY BY MEANS OF A LEGALLY BINDING AND ENFORCEABLE MAINTENANCE
AGREEMENT THAT IS EXECUTED AS A CONDITION OF PLAN APPROVAL.
2. THE SURFACE OF THE PONDING AREA MAY BECOME CLOGGED WITH FINE SEDIMENTS OVER TIME.
CORE AERATION OR CULTIVATING UNVEGETATED AREAS MAY BE REQUIRED TO ENSURE ADEQUATE
FILTRATION.
OTHER REQUIRED MAINTENANCE INCLUDES BUT IS NOT LIMITED TO:
1. PRUNING AND WEEDING TO MAINTAIN APPEARANCE SHALL BE DONE PERIODICALLY AS NEEDED.
SODDED AREAS SHALL BE REPLACED OR REPLENISHED 3-TO 4-INCHES THICK AS NEEDED.
TRASH AND DEBRIS SHALL BE REMOVED PERIODICALLY AS NEEDED.
2. GRAVEL ADJACENT TO PARKING AREAS SHALL BE KEPT CLEAR OF DEBRIS AS IT IS INTENDED TO ACT
AS'AN ENERGY DISSIPATION DEVICE.
BIORETENTION DETAIL
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BUNGEE CORDS ATTACHED
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A
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C-509
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SECTION A -A
40' TYP
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7-17 TDC ATCFI I t IAADCD ADnI IAIF\
VOLLEYBALL COURT (!!)2
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EDGE GUARD INSTALLED ON TOP.
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N
1. THE WARRIOR PIT AREA CONSIST OF AN OBSERVATION
AREA MEASURING 10' WIDE AROUND THE PERIMETER
OF THE PIT. THE PIT AREA SHALL CONSIST OF 100/
RECYCLED SHREDDED RUBBER PASSENGER TIRES WITH
LOSE FIBER, FORIEN MATERIAL AND STEEL REMOVED.
2. CLEAR AREA OF ROCKS STUMPS AND OR OTHER
DEBRIS, INCLUDING WOOD MULCH OR OTHER
SURFACE MATERIAL.
3. PIT AREA MUST BE EXCAVATED TO A MINIMUM
DEPTH OF 6''. INSTALL A 4" PERFORATED PVC
PIPE AT A 1/ SLOPE, AND HIGH END CAPPED.
CAP
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SHOULD BE 12' LONG W/9'-0"
OF POLE ABOVE GROUND.
OUTDOOR POLE PADS SHALL
BE VBSP-VOLLEYBALL STANDARD
PAD BY VOLLEYBALL USA.COM
OR APPROVED EQUAL.
--1.00, MIN.
SAND
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5
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TOP ELEV.23.50'± F
SECTION B-B
10' WIDE RUBBER
SURFACE
30'
q n'
C31 AAI
WARRIOR PIT
NO SCALE
4" PERFORATED
PVC PIPE
KEY IN FILTER
\\�\� FABRIC 1.00' MIN
INV 21.60'±
LJ
VOLLEY BALL COURT NOTES:
1. THE PLAYING AREA CONSISTS OF THE COURT
AND A SAFETY SPACE AROUND IT MEASURING
10 FEET IN EACH DIRECTION FOR A TOTAL
DIMENSIONS OF 50'x80'. THE SPACE ABOVE
THE PLAYING AREA SHOULD BE FREE OF
OBSTRUCTIONS. THE PLAYING AREA SHOULD
BE LEVEL AND CONSIST OF GOOD QUALITY
SAND TO WITH THE FOLLOWING SPECIFICATIONS:
(SEE BELOW)
2. NET SHALL BE PBN4-4" PROFESSIONAL PRO
BEACH POWER NET, BY VOLLEYBALL USA.COM
OR APPROVED EQUAL.
3. POLE DETAILS ARE GENERAL IN NATURE.
REFER TO POLE MANUFACTURER'S SPEC.
FOR EXACT INSTALLATION INFORMATION.
4.FOR VOLLEYBALL COURT EQUIPMENT WITH
VARIOUS COLOR OPTIONS, CONTRACTING
OFFICER TO CHOOSE AND APPROVE
COLOR SLECTIONS.
NAME
PARTICLE DIAMETER
SPECIFIC.(/ RET.ON SIEVES)
FIN GRAVEL
2.Omm
0/
VERY COURSE
1.0mm-2.0mm
OX-61
SAND
COARSE SAND
0.5mm-1.Omm
MIN OF 80/
MEDIUM SAND
0.25mm-0.5mm
MAX OF 92/
FINE SAND
0.15mm-0.25mm
7/-18/
VERY FINE
0.05mm-0.15mm
NOT GREATER THAN 2.0/
SAND
SILT AND
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NOT GREATER THAN 0.15/
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C-509
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ORAWFORM REVISIONS 6 AUG 2007

2 3
TEMPORARY SEEDING
RECOMMENDATIONS FOR LATE
WINTER & EARLY SPRING SOD FOR: COASTAL PLAIN
SEEDING MIXTURE WARM SEASON GRASSES: VARIETIES REGION OF ADAPTATION
SPECIES RATE (LB/ACRE) CENTIPEDEGRASS EMERALD, MEYER------------ PEIDMONT AND
—
RYE (GRAIN) COSTAL PLAIN
ANNUAL LESPEDEZA (KOBE IN ------------------- ._______
PIEDMONT AND COASTAL PLAIN ___________-_--________
KOREAN IN MOUNTAINS) ----------------------- ___------------- 50 MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER AFTER THE FIRST WEEK, WATER AS NECCESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE
IS NOT TO EXTEND BEYOND JUNE. ROOT ZONE AND PREVENT DORMANCY OF THE SOD.
SEEDING DATES DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT
COASTAL PLAIN - DEC. 1 - APR. 15 SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED.
SOILAMENDMENTS FOR SOD AREAS, EXCLUDING THE BIORETETION BASINS, AFTER THE FIRST GROWING SEASON,
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. TEST RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES IN TABLE 6.12b ACCRODING
TO THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, MAINTENANCE FOR SOD IN BIORETENTION BASINS, SHALL BE IN ACCORDANCE WITH NCDENR
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY BMP MANUAL CHAPTER 12, SECTION 12.4.1,
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
4 1 5
a
a
a
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NOTES:
1. THE SEEDING INFORMATION ON THIS SHEET WAS TAKEN FROM THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. FROM STATE SOIL
DATA IT APPEARS THAT PERMANENT SEEDING NO. 1CP MAY BE BEST SUITED FOR THIS
SITE.
2. THE CONTRACTOR SHALL OBTAIN A SOIL ANALYSIS FROM A CERTIFIED LABORATORY TO z
CONFIRM THE ON SITE SOILS, THE ANALYSIS SHALL MAKE RECOMMENDATIONS FOR
SOIL AMENDMENTS TO ACHIEVE THE BEST GROWTH MEDIUM AND THE BEST SEED a
MIXTURE FOR THE INTENDED SITE USE (LOW MAINTENANCE WITH NEAT APPEARANCE). w
0
3. THE SOIL ANALYSIS AND RECOMMENDATIONS SHALL MEET THE APPROVAL OF THE OWNER'S
REPRESENTATIVE PRIOR TO PREPARING THE SOILS FOR SEEDING
TEMPORARY SEEDING
RECOMMENDATIONS FOR SUMMER
C SEEDING MIXTURE MULCHING MATERIAL AND APPLICATION RATES;
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40 MATERIAL RATE PER ACRE QUAILTY NOTES
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS
MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.. ORGANIC MULCHES
SEEDING DATES STRAW________________________________1-2 TONS ________________________________ DRY, UNCHOPPED, ON- SHOULD COME FROM WHEAT
COASTAL PLAIN - APR. 15 - AUG. 15 WEATHER; AVOID WEEDS. OR OATS; SPREAD BY HAND
SOIL AMENDMENTS OR MACHINE; MUST BE TACKED
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE DOWN.
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. WOOD CHIPS _____________________ 5-6 TONS ..___......____..______.__ ----- AIR DRY -------------------------------- TREAT WITH 12 LBS NITROGEN/TON.
MULCH APPLY WITH MULCH BLOWER, CHIP
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, HANDLER,OR BY HAND.NOT FOR
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY USE IN FINE TRUE.
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE WOOD FIBER _____________________ 0.5-1 TONS__________________________________________________---------------------------- ALSO REFERRED TO AS WOOD
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND CELLULOSE. MAY BE HYDRO -
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDED. DO NOT USE IN HOT,
DRY WEATHER.
BARK --------------------------------- 35 CUBIC YARDS -------------------- AIR DRY, SHREDDED OR ---------- APPLY WITH MUCH BLOWER,
HAMMER -MILLED, OR CHIPS. CHIP HANDLER, BY HAND. DO
NOT USE ASPHALT TACK.
CORN STALKS ___________________ 4-6 TONS ------------------------------ CUT OR SHREDDED IN ------------ APPLY WITH MUCH BLOWER,
4-6 IN. LENGTHS. BY HAND, NOT FOR USE IN
TEMPORARY SEEDING FINE TURF.
RECOMMENDATIONS FOR FALL SERICEA .______ 1-3 TONS ______________________________. GREEN OR DRY; SHOULD
B CONTAIN MATURE SEED.
SEEDING MIXTURE NETS AND MATS
SPECIES RATE (LB/ACRE)
RYE (GRAIN) ------------------------------------------------------ 320 JUTE NET -------------------------- COVER AREA --------------------------- HEAVY, UNIFORM; WOVEN OF___ WITHSTAND WATERFLOW. BEST
SEEDING DATES SINGLE JUTE YARN.. WHEN USED WITH ORGANIC MULCH.
MOUNTAINS - AUG. 15 - DEC. 15 FIBERGRASS NET ______________ COVER AREA________________________________________________________.__-________ WITHSTAND WATERFLOW. BEST
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
WHEN USED WITH ORGANIC MULCH.
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL EXCELSIOR MAT_________________ COVER AREA ________._..........._..... DRAWNONTINU
FIBERS OF ------- .---- WITHSTAND WATERFLOW.
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. (WOOD FIBER) DRAWN GLASS BOUND
TOGETHER WITH A NON -
MULCH FIBERGLASS ROVING _________ 0.5-1 TONS ------------------------------ TOXIC AGENT. ______________________ APPLY WITH A COMPRESSED AIR
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, EJECTOR. TACK WITH EMULSIFIED
NETTING, OR A MULCH ANCHORING TOOL. A DISC WITH BLADES SET NEARLY ASPHALT AT A RATE OF 25-35
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. GAL/1000 SO. FT.
MAINTENANCE CHEMICAL STABILIZERS
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 AQUATAIN FOLLOW MANUFACTURER'S NOT BENEFICIAL TO PLANT GROWTH.
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPCRARY SPECIFICATIONS
COVER BEYOND JUNE 15,OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND AEROSPRAY
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH. CURASOL
CURASOL AK
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NAVFAC DRAWING NO.
SHEET #### OF #
C-606
DRAWEORM REVISION: 6 AUG 2007
191
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