SW8910501_APPROVED PLANS_20100720

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 c�� d 5 O 1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
01 2010
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DES. JPN
CKD. JPN
DRYK EDB
DATE 02-18-10
1196113
��yii/VA.....•�'P�Q�e
•%,,PNfI 1.1P v- OF

4 GA 6x6 MESH o
rANOARD FABRIC I
STEEL POSE
WIRE MESH FOR STANDARD FABRIC
- STANDARD OR EM STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY. LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NIS
TYPICAL GRASS SWALE
N.T.S.
2" NCDOT 1-2
6' ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
LIGHT/NORMAL DUTY
PAVEMENT SECTION
6" THICK CONCRETE (3,000 PSI)
6x6-W2.9 X W2.9 WWM GALVANIZED
-4" ABC STONE (NCDOT)
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L=1 � I -III- COMPACTED SUBGRADE
III -III -I SEE SPECIFICATIONS FOR DENSITY
NOTE: 15N�0L(�) AND EEXXPANSIOEN EVERY
JOINTS SHALL BE EVERY 50 FT. (MAX).
CONCRETE PAVEMENT_ SECTION
�I
TEMP. SILT
(SEE DETAIL
s
FABRIC SKIRT
DEEP & 4' MODE.
CURB
;IIF
NOTES:
1. SIL
2. CC
4. WI
5. 1/
6. PUF
PA
7. RE
FRAME AND GRATE
H-20 LOAD RATED
FRAME AND GRATE
PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
4SIDES
OUTFLOW PIPE
INLET PLAN:
PLAN BASIN, FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
SECTION COMPACTED
STONE �E OR 6'
DROP INLET DETAIL
NTS
NCDOT CLASS A OR B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER
FABRIC-1
SHALL BE 4" UNLESS NOTED OTHERWISE.
C.J. SPACE SAME AS SIDEWALK WIDTH.
6" AT DRIVEWAYS.
6" IN LAST 3 WHERE IT ABUTS PAVEMENT
IT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
TURFS AND AS NOTED ON SITE PLAN.
151 �LDG. FELT BETWEEN WALK AND ADJACENT
SIDEWALK JOINT DETAILS
NTS
TYPICAL BERM DETAIL
NTS
PROVIDE GRASSING OR EROSION CONTROL TO STABIUZE SIDE SLOPES IF NESSESARY RIP RAP UNE SIDE SLOPES
1/4' WIRE MESH
5' STEEL POST
(STEEL ANGLE TYPE)
/ WI rV41?e1A
SEDIMENT CONTROL) 0I I
STONE V-6• Y NOTES:
1. SEDIMENT CONTROL STONE
SWILL BE /5 OR #57 AND
SHALL BE PAID FOR AT THE
UNIT PRICE PER
SECTION A -A TON IMENT CONTROL
MULTI -DIRECTIONAL FLOW STONE.
2. MARE MESH SHALL BE
AGE
INLET PROTECTION MIEN. ANAD S°NALOLLL HAVE ,`1i4'
NIS MESH OPENINGS.
STONE CHECK DAM
WrT-
1/8"R TOOLED
JOINT
Y EXPANSION
IINT MATERIAL
EXPANSION JOINT (E.J.)
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NiS
1/4"x1" DEEP w/AN
1 /8 R TOOLED JOINT
NG
vl 811HS ERA
A(ORTARE SENT
EAL•
M.H. VEP,�S
1 -0 OC
CONC.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
.1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
UME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
S. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60X DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE
!, 20% CARPET GRASS
24X BERMUDA GRASS
2OX TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85X.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
DNTROL
`v UL '4-L
rf IJ SEE SITE PLAN
04 Q
MIRAFI 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NITS
FORMIFLOW
PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH
CAST IN PLACE STEPS 0 12" OC
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX.
CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
k
t
MIN.
IH RINGS
STORM DRAIN MANHOLE DETAIL
NTS
_[; n
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE
SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS
EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM. OR
SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98X
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS
WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER •12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH
LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT
IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES
AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY OTHERS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
15. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
24 HOURS OF EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT
WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF
#4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR
TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE.
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE
STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8
FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE
USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
5. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE
DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT.
THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL
BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST
BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN
WEEKLY.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL
BE STABILIZED WITH 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE
STABILIZED WITH 15 WORKING DAYS.
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. . \ \ \ \ v 4.30-._ 4430
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i I STORM DRAIN MANHOLE DETAIL 39 :1
/ 7 BATCH BASIN #4 DETAIL I � / = 4 .00 _ a
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44,5 TOP GRATE =
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VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
S4 STEEL REBAR SGALV. OR ASPHALT COATED,
TACKWELDED AT 4 O.C. EACH WAY LAID
IN TOP OF BASIN
ATTACH SCREEN WITH
GALV. LAG & WEDGE
ANCHORS
1/2- OPNG. GALV. OR
ALUMINUM EXPANDED
METAL SCREEN
0.75" I.D. INLET PIPE
GROUT IN PLACE
INV. = 33.50
CRUSHED STONE
7: CONTRACTOR SHALL PROVIDE A
I'' LAN *j57-STONE SCREEN AT OUTLET ORIFICE. T ELIP STONE
SHALL BE ONE FOOT HIGHER THAN ORIFICE.
TOP 37.10
,2.25'Wx0.5'Hx2 WEIR OPENING
INV=34.25
INLET 33.50
BOTTOM 33.50
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
NTS
10'
VEGETATED SHELF
® 6:1 SLOPE
_ _31
NORMAL POOL = 33.50 I
BOTTOM 28.00
- 11-zi- -J 1
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AX BOTTOM = 28.00
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NTS
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN
SIZE AND SHAPE UPON
COMPLETION OF CONSTRUCTION AND STABILIZATION
OF SITE.
2. SEED FOR SLOPES SHALL
BE 20% CARPET GRASS,
24% BERMUDA, 20%
TURF FESCUE, 10% CREEPING
RED FESCUE, AND 24% RYE.
SEED AT RATE OF 2-3
#'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A
COMBINATION OF TWO
OF THE FOLLOWING ON 3'
CENTERS.
1.
DCKER
2. DUCK POTATO
SCALE. 1" 40'
3. SWAMP ROSE
=
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04
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N.T.S.
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40.61 I I\ 4 .4 A C4 3\ *42.0 ' \ I I lI 1 / / l / l / // - PROPOSED CONTOUR
1 PROPOSED SPOT ELEVATION ® GRADE
/ 41.8 51 \ I I I 11/1 / l I / l l 46.0 PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
0.7 \ I \\ 4 •5 42.4 2 v 7 I I 40.j I 1 11/ �/ � 6.6 / / / /46.0 EXISTING SPOT ELEVATION
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41 7 7 _SS _Ss Ss -- EXISTING SANITARY SEWER
•6 40 8 1 i 42.0 6 41.8 Elev=43. 5 1 1 /1 1 1 / 1
"� 41 7 _SS ss ss - PROPOSED SANITARY SEWER
4 c .0 1 / l / l l 1 1 11 I I -W-W-W-W-W- EXISTING WATER
\I �1 41.4 6 41.4 3 41.4 1 I 1 i _W_W_W_W_W_ PROPOSED WATER
\ 40.8 \ - 41.0 41.1 41.2 41.9 41.2 04 .2 41.1 I 1 -
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40• 40.6 40.7 40.8 40.9 409 40.8 4 ' , I nsv Oft 15E1�CP ( I 1 I \\\ SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN
\ 40.4 40.6 \ \ 4 41 2 1 19 \ 137 I3 I ` \ \ \ \ TELL- TELE EXISTING UNDERGROUND TELEPHONE
41.0 .1 / \ \ \ \ uE OE EXISTING UNDERGROUND POWER
40.4 .00 ' s� I \ \ \ `�
40.4 40.3 415.1 \ \ \ \ \ \ \ \ ` \ -GAS -GAS GAS EXISTING GAS LINE
4�>Q9 40.0 40.2 40.4 - 40.7 A - „--TSF )( x TSF x--x-TSF- TEMPORARY SILT FENCE
\ DA/CL - DA/CL - DA/CL - PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
39.5 � 40.2 5 \ \ \ ��
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39.4 - 37 81�Top Q,f ate 40.5 40008 \ \ ` \ \ ® PROPOSED CURB INLET w/ EROSION CONTROL
0 /0 In 535. 1 ATMC PROPOSED CATCH BASIN w/ EROSION CONTROL
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EXISTING SANITARY SEWER
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PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
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41.9 I 1 3 \ \ N\\ PROPOSED SPOT ELEVATION ® GRADE
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PROPOSED CURB INLET w/ EROSION CONTROL
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06039
DES. JPN
CKD. JPN
DRWN. PAS
DATE 3/20/06
GRADING &
DRAINAGE
PLAN
BCC
C4ml
0EC 9 2 Hm

SEE PLAN FOR PIPE TEMPORARY/PERMANENT r
o � SITE WORK NOTES:
RESERVED VAN ACCESIBLE SIGN ORIENTATION GRASS SPECIFICATION m
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
ADJACENT TO 8' AISLES ONLY O_ 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER FIELD CONSTRUCTION CONDITIONS. Lu
PARKING ADVERSE SOIL CONDITIONS. 2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. J
co
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS J
❑ /A A SMOOTH AND UNIFORM. TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. w
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
SIGNS TO BE 0.080 STANDARD R7-8 /-'� 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS z
Q LIME: H OU PER l000 S.F. Z
ALUMINUM. BOLT TO
o PHOSPHOROUS: 20 Les PER tooD S.F. OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, Z �
ALUMINUM POST WITH 3/8" CADMIUM CASTING FERTILIZER: 17 L.BS. PER 1000 S.F. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN O
PLATED NUTS, BOLTS & WASHERS. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED LIMITS OF CONSTRUCTION. 1=
R7-8D NOTE 2 X 2 DROP IS PREPARED 4-6 INCHES DEEP. d O
INLET FRAME & GRATE 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL
12 I SHALL BE HEAVY DUTY 2 - 3 LEIS PER 1000 S.F. (SEE MIXTURE BELOW) WOOD LEAVES AND ANY OTHER UNSUITABLE MATERIAL ULI
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ' coTn
rCOLORS :. 1 4" WIRE MESH N
oo CONC. COLLAR / GRAJN STRAW &HAY AT 75 1D too LBS PER t000 S.F. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING UT Z
LEGEND AND BORDER E GREEN WOOD CHIPS AT 500 CBS. PER 1000 S.F. 0 O O
WHITE SYMBOL ON BLUE BACKGROUND JUTE &MESH AS PER MANUFACTURER BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE N Y
BACKGROUND - WHITE 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. N �.
R7-8 FINISHED APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
ALUMINUM POST. GRADE ASPHALT PLAN AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL w9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
WITHIN THE PLANTING SEASON IF POSSIBLE. IF GRASS STAND SHOULD BE APPLICABLE LOCAL AND STATE CODES. �
ELEV. VARIES OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER O
1-1/2"R AND SEEDING RATES. Z
(tYP) 1-1/2•R(IYP) i 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND 7. BORROW MATERIAL' THE SITE WORK CONTRACTOR SHALL FURNISH
5' STEEL POST FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHEb. BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED w (O
MAXIMUM VAN I I- III I= (SELF -FASTENER 11. SEED FOR TEMPORARY AND PERMANENT APPucnnDNs SHALL BE. PERMITS ASSOCIATED WITH BORROW OPERATIONS. 1- O
PENALTY PRECAST PI
E WIRE MESH zo% CARPET cRass Q o V
3/8'(TYP) ACCESSIBLE-- 3/8•(1YP) -I I -I I (I I=III- o OR 6" VA IE 6" " STEEL ANGLE TYPE) za% BERMUDA GRASS 8. DELETED. O N
25o I I 1-I I I -I I i I=I I I=I I I N, BRICK MASONRY 10% CREEPING CRED FESCUE 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 0
r t2" I I t2' i III -III III -I I= M 24X ANNUAL RYE GRASS CONSTRUCT HIS WORK. J
LEGEND AND BORDER -GREEN LEGEND AND BORDER -GREEN FLOW *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER O
_) ((=III I_ I I I= > N PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION m
BACKGROUND - WHITE BACKGROUND - WHITE 4n GERMINATION SHALL BE A MIN. OF 85%. OF EXISTING UTILITIES DURING CONSTRUCTION. 2 O
R7-8D VAN ACCESSIBLE _) (I� I I=�I (I Imo- �� ��\/� //`� ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
�� \O w OF GRADING. 11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM V
1 TYPICAL HANDICAPPED SIGN DETAIL m w CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR SURVEY BY OTHERS AND PROVIDED BY OWNER. N
SEDIMENT CONTROL ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION `
NTS 3000 PSI CONC. " 3 OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT J08SIT1 .
• STONE 1 -6 2 NOTES: WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NOTES: 1. SEDIMENT CONTROL STONE 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
1. SIDEWALK THICKNESS SHALL BE 4 UNLESS NOTED OTHERWISE. SECTION SHALL BE #5 OR #57 AND OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND co
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH. SHALL BE PAID FOR AT THE AUTHORITIES.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 7 CATCH BASIN DETAIL CONTRACT UNIT PRICE PER 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO z Q Q
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT SECTION A -A TON "SEDIMENT CONTROL
WITH NO CURB, NTS STONE." o�p NCOOT STANDARDS. = W Z
5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT w MULTI -DIRECTIONAL FLOW 2. WIRE MESH SHALL BE 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE O Q z J
COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, n m o J HARDWARE CLOTH 19 GAGE JG PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. !� AT STRUCTURES AND AS NOTED ON SITE PLAN. 1 /8 R TOOLED D: w xo HEAVY DUTY TRAFFIC BEARING MIN. AND SHALL HAVE 1
6. PROVIDE A LAYF`_R OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT JOINT QU-� 11 INLET AND CATCH BASIN PROTECTION /4" J� ♦ 1� Q �O
m o o ? 3 o m FRAME, GRATE AND HOOD. MESH OPENINGS. Q V
PARALLELING CURB OR STRUCTURE. NCDOT ROADWAY STANDARD 0' 4f/ 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
2" N0. 840.03 OR APPROVED 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
+' " • � � EQUAL
NOTE: IF PRE -CAST BOXES ' w 0
GROU ARE USED THE CONTRACTOR 6 W E.S. FABRIC 4J 18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS {,/�
1/2" EXPANSION IS RESPONSIBLE FOR CONFIRMING W WIR MESH " RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
30 MAX. SPACING JOINT MATERIAL ter` 6 MIN. 1""'
CURB THAT THE PIPES CAN BE INSTALLED
CC
EXPANSION JOINT (E.J.) TO THE GRADES SHOWN ON THE 2" - 3" �R O
PLANS USING A PRECAST BOX Z STEEL POS COARSE AGGREGATE �EROSION CONTROL NOTES AND MAINTENANCE PLAN: V
;.... 1/4"x1" DEEP w/AN PRIOR TO CONSTRUCTION. WIRE MESH FOR STANDARD FABRIC ��� 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY Y/ W Z
` �1/8"R TOOLED JOINT AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE \// W
° ",•+' $" n Nm EXTRA STRENGTH TEMPORARY GRAVELLED LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS.WILL BE MADE IMMEDIATELY � J �.
Q TO MAINTAIN ALL PRACTICES AS DESIGNED.
,. 26 MIN. COIciNCRETE
BRICK FOR STAIN GA.
FABRICH of (, FILTER FABRIC 15 CONSTRUCTION ENTRANCE O .J
7 7N w VTS 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS = _ a
SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
DO DIRECTION OF WATER FLOW REPAIRS WILL RAINFALL
MADE IMMEDIATELYOCASE LESS MAINTAINAN ONLL CE
EVERY CT, ES WEEK.
ANY DESIGNED.NEEDED C
CONTRACTION JOINT (C.J.) :.:: CASTING 6 TEST PLUG 2" ASHPHALT m Q ui to DEWEY BROS. NO. MH-VA-1 w/WING NUT 3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
BLDG.=STRUCTURE e ? ANCHOR FABRIC SKIRT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
�N MIN. 8' DEEP & 4" WIDE n SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
4" .I z 4 BASE REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
2 SIDEWALK JOINT DETAILS ^ 2 OBJECTIONABLEOADWAYS MATERIALS
SERIALS SPILLED,VED IMEDIATELY.' OR TRACKED ONTO PUBLIC
BRICKno
° °
� ' "•"�.' ''� ' �' '�"'��_'�'' � I 4. INSTALL EROSION. CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN NM1(1�Npr
CONCRETE o ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
NOTES: CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY.
° I I �" I I I °d� REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
#4 ®12" EACH WAY ONC. FTG. 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH {-- 0 I- I L STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY t9
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERL . �A'G
°Rfa1" v 8 CURB INLET DETAIL AND 50 LB/IN FOR EXTRA STRENGTH: EXTRA HEAVY DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STAN ALL 196
AREAS AROUND THE DROP INLETS. a .0 4" CURB AND GUTTER NTS SOIL PIPE F
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS Am THE SILT SCE WHEN IT BECOMES '
48" r''• . 4Ayp•. ` •.. p0� ARE NECESSARY, LAP FABRIC POST TO POST. 5. SEDIMENT WILL BE REMOVED FROM WOND �LL BE REPAIRED AS C�
OF OQF 0.5 FT DEEP AT THE FENCE. THE SEDIMENT�LIP
.:a s '• S� NOTE 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE EXTRA HEAVY CAST IRON NECESSARY TO MAINTAIN A BARRIER.
1. CONTRACTOR MAY USE BRICK WITH MAX. SELF -FASTENER STEEL ANGLE TYPE. COMBINATION FITTING ,HALL EXCEED A SIDE SLOPE of 1 VERTICAL To 3
y...:. k, „ SEWER MAIN W 6" BRANCH 6. NO CUT OR FILL S!;SMSE SPECIFIED ON THE PLAN. ALL SLOPES SHALL� CORBEL 1 PER COURSE SIZE VARIES % ONTAL UNLESS
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND CEO pJJr +1 lJZED WITHIN 15 DAYS.
SLOPE A8' 4" IN DIAMETER. FABRIC SHALL 13E FASTENED TO CONSTRUCTION
Dc CAST IRON PLUG 7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW THE TOP OF THE
" w/RUBBER GASKET DOCUMENTS
• '' • IF CURB HEIGHT IS 6, THEN: �j �, 1 LONG OR TIE WIRES. fiSf]i GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL N0
"Bl" - ®1:10 MAXIMUM SLOPE, SIDE TRANSITION FROM CAST IRON TO LONGER DRAINS PROPERLY.
FLARE A" IS 60" MINIMUM. 12 TEMPORARY SILT FENCE SEWER PIPE w/ FERNCO DONUT" 8 N0 CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
"B2" - ® 1:12 MAXIMUM SLOPE, SIDE a ADAPTER
PLAN FLARE "A" IS 72" MINIMUM. 0 NTS HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE
16 CLEAN -OUT DETAIL SEEDED AND STABILIZED WITHIN 21 CALENDAR DAYS.
TITS 9. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE
A'.L SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED M d.
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
6'
4' SIDEWALK CUT OR TOOLED '" NCDOT DENSE VEGETATIVE COVER. � � � co
10. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
JD1Nrs -� lx EROSION CONTROL NOTE SHOWN ON THIS PLAN ARE NOT EFFECTNE. n K) E
3000 PSI 1 4" 3'R 0 4' � �� ( I
CONCRETE 1 8":i'
STONE 1. BASIN, FRAME AND GRATE MAY M M
0 11. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE w '^
o n VARY IN NONESSENTIAL DIMENSIONS. PROJECT IS COMPLETED. �r V♦
�: a 12. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL Z cc `- 0) -�+
6x6-10/10 W.W.M. �MPACTED a' , ' '
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT. v •Y
sueGRAOE I 11� „ O W/XKNOCKOUTSANELSC. BASIN _ W
L w C�
a" s' A A ALL 4 SIDES r W o
3A CONCRETE SIDEWALK TURN DOWN 06 Z
STD. M.H. RING & COVER P(AN PRECAST 4" RISER RING D - d LL o
1/2' ASPHALTIC PREFORMED YR MIN WEIGHTS:
EXPANSION JOINT TEXTURE FRAME: 208 LEIS. m W Z O
FINISH COVER: 120 LBS.
w W r o
~❑ ,t. e: .. .•'.' .., - ° �1• ° , 3� " �� O N #4 STEEL REBARGALV. OR ASPHALT COATED) 'N
MORTARESEAL PRECAST M.H. UNITS p n 0
TACKWELDED AT 4 O.C. EACH WAY LAID PLAN
\\ WITH CAST IN PLACE O IN TOP OF BASIN (2) 4 DISCHARGE PIPE ELEC. NOTES & SPECS. 1n Z
\ STEPS ® 12" OC DOT ALLOW OUTSIDE SPACE IN SYSTEM GROUND 1#8 CU.,1/2" C. W/ 3/4" CU.
6x6-10/10 W.W.M. COMPACTED EXCAVATION TO CEMENT DISCH. CLAD DRIVEN GROUND ROD
SUBGRADE - I I� APPROVED Z
5• I jhm M.H. "STEPS ® , " PIPE IN POSITION -
I-='1 1 0 OC -0 -0 W_ (2) CHECK VALVE IF REQD BY LOCAL SERVICE t00 A., 3PH. 4W,120/240V. � g z
SECTION PANEL 100A. 3PH. MLO CU BUSS, NEMA 4X ENCL
� TOP 35.00 CODE, SUPPLIED BY �
WHEEL CHAIR RAMP ¢ AT CONY. OUTSIDE W/ LOCKABLE DOOR, NQOB r^ J N m
SEE SITE PLAN STONE SHALL NOT ATTACH SCREEN WIT co O J
GALV. LAG & WEDGE LOCATION CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB. rn 'r
TYPICAL SIDEWALK AND CONC. M.H. PIPE FLOW IMPEDE /GRND, RECPT.
3 WHEEL CHAIR RAMP DETAIL BLOCK ANCHORS PUMP(S) 1-1P, 20A BKR,2112, W/GRND, ALARM cr co
ANHO E IIAME� 3/4" z-1/2" OPNG. GALV. Z
NTS T�w HALL E 1 -0 n ALUMINUM EXPANDED �` THE RECEPT.IS MTD. ON SIDE OF POWER PANEL
(n LARGER THAN THE g" EXISTING 24 DIA. OUTLET METAL SCREEN OR AS READ, AND W/ WATER PROOF COVER O
1.5" TYPE SF 9.5A m 8 LARGE PIPE SEE SITE PLAN INV. = 32.Of TANK O
2" TYPE SF 9.5A ON 2" 1 19.0 X 0 FORM FLOW CHANNEL 2.0" I.D. INLET PIP INLET 33.00 PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS Z
Lu GROUT IN
8" TYPE ABC STONE (NCDOT) MIRAFI 60OX FILTER FABRIC NV. 33 00 PLACE
PROVIDE CONNECTING
4X CONTROL �PANELHW/ HOA SWITCH
6" TYPE ABC STONE (N DOT) SYSi. DUPLEXER, STAGGER START, VISUAL HIGH
a Kt SECTION A - A OR APPROVED EQUAL BOTTOM 32.50 ACCESS
HATCH,
aT cO 32"X48" W/ WATER ALARM & 90 db AUDIBLE ALARM, HORN
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION BILCO #Q-6AL NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE
CRUSHED STONE.pumir
OR APPROVED POWER, VOLTAGE, ETC. PRIOR TO ORDERING
COMPACTED SUBGRADE I I I I =COMPACTED SUBGRADE 3'-3" MIN. 3'-1 3 4" MIN. EQUAL 180d., 4" PVC VENT EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENG
13 ENERGY DISSIPATOR w/ GALV SCREEN APPROVAL ALL WORK PER CURRENT NEC.
CONC .M S H i S 8 DIA. o f n N SEE SITE PLAN (ELEC) FOR ELEC. SOURCE
NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY NTS SECTION ELEVATION PLAN
DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS. SECTION
CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE 9 STORM DRAIN MANHOLE DETAIL VENT ALARM LIGHT, MAY ROTATE 90d INCREMENTS
w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL OUTLET STRUCTURE CONTROL PANEL,NEMA 4X
ENGINEER TO DETERMINE ENGINEER TO DETERMINE •o NTS HATCH CONDUIT(S)
N.T.S. 6" MIN. HANDLE UNISTRUT,H[AVY DULY, HOT DIP GALV.
ACTUAL PAVEMENT SECTION. ACTUAL PAVEMENT SECTION.FRAME, 30" BURY, 12" DIA. CONC. ENCASE.
27 0 PRECAST 06039
4 STANDARD PAVEMENT SECTION 5 HEAVY DUTY PAVEMENT SECTION SAW CUT EXISTING CONCRETE COLLAR FINISH T.ASPHALT PAVEMENT
GRADE BRACE AS READ, NOT
N.T.S. N.T.S. BLOCKING DIMENSIONS LIFT OUT
TRENCH WIDTH AS REQUIRED. i ,
SEE NOTES BELOW. RAIL SYS. ' TO EXCEED 15 DES. JPN
NEW ASPHALT PAVEMENT <.. �. is n CK VALVE OR
SURFANOTESCE
COURSE FOR THE PIPE SIZE ® © © /\\/\\ ... _ . , . ' '' OPTIONAL LIFT OUT USE cl(D. JPN
2'-0" /24" SPECIFIC REPAIR UP TO 10" 4'-0" 2'-6" 3'-0" /\�/ \//\//\ //\//\// n CK. BY MY
ERS
EXISTING ASPHALT PAVEMENT REQUIREMENTS. \\ \\ \\ \\ \\ \\ \ \ \ \ \ ® P2 D.C. DRWTL. PAS
1 ' - 6" 6" SURFACE COURSE 12" TO 16" 6'-O" 4'-O" 5'-0" / / / /// /// // /// /// / /
1 1/2"R _ \\\\\\\\\\\\\\\\\\\\\\\\\� CONCRETE CURB & GUTTER SYSTEM ;. DATE 12/01/06
CLASS A CONC. i8" TO 24" 8'-0" 6'-O" 6'-O" // // // // // /// // // /� BRACES M
\/\\/\\/\\\/\\/\\/\\ _ , is z ;e 4" F.M.
\ 2 PUMP DIS.
ASPHALT „ ° 3. \�� \ VALVE BOX
3 0 MIN,
3 R / WITH LID 1 4"X6" ECC. INCREASE
° . e: O : ti: , / / /\ \/\/\� '" ..w" : ,� .. ' s: EL 38.50 :< e.
BACK FILL UNDISTURBED SOIL \ \ \ i •' '
s • \ \ \ \ .:. r rr zp �� 4 T} 4" TEE
I ABC STONE OR ASPHALT BASE. A. \ \ \ \ \ "•, .','-GLyst+x� 3. • •°
\ \ \ 2 , 4 GATE VALVE
/ �_ ( )
- S B o
/ /
EE EL W F NOTES OR SPECIFIC T' `S �-EL.��•LLO-
/ DETAILS
. REPAIR REQUIREMENTS. SQUARE
TYPE ABC STONE 1 /8"R.. `D 10 SPHALT PAVEMENT PATCH DETAIL //\\//\\//\\/ \//\\//\\; 1 8'-0" DIA STAY-RIGH
a .Q' .e ° <, SECTION - PLUG \/\/\/\\ \/\/\ EL 36.50 1 'f j �•, 1 o PRECAST WET WELLiTi
\/\\/\\/� ����- NTS
GATE VALVE (:. 9
/\z Y/\,/\//\\ \ PLAN -BEND 18" / E 34.50
\ \I\�� �����\��/�\ NOTES. MIN. \/\/ / /\/ 19 CURB END DETAIL:�,; •:-: :� h� C 2 2 006
COMPACTED SUBGRADE- / / / / / / / i / / :.,< .:..::::.s:;.,:...; : :.:. r>:
1. ASPHALT PAVEMENT REPAIR ON NC00T ROADS SHALL COMPLY WITH THE
APPLICABLE NCDOT DRIVEWAY PERMIT AND ENCROACHMENT APPROVALS. GRADE TS 8'-0" ^8'-O" LIFT OUT RAIL
2. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NCDOT PRIMARY ROA S "
SHALL BE A MINIMUM OF 2" S9.58 PLACED IN TWO (2) COMPACTED LIFTS MIN. B CK LL . UNDISTURBED SOIL SYSTEM B
6 SPILL OFF CURB SECTION ON 8"-825.OB BASE PLACED IN TWO (2) COMPACTED LIFTS OR 16" ABC
STONE PLACED IN TWO (2) COMPACTED UFTS IN LIEU OF e-825.OB. �© \ \/\ ® ALARM LEVEL (2). MYERS 4VH, 7.5 HP, 8"
NTS 3. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NCD01' SBCONDW ROADS !'; �( \\/\\/ \\� SECTION IMPELLER 1750 RPM j
SHALL BE A MINIMUM OF 2"-SFSIZA SURFACE COURSE PLACED IN TWO (2) / / / / / / / 0 TURN ON LEVEL, TWO PUMPS L2IL
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN COMPACTED LIFTS ON 5"-B25.OB BASE OR 10"-ABC STONE IN LIEU OF /\\�\\\, \ /
PLAN - TEE SECTION - BEND & TEE \ �\
ON GRADING PLAN. GRADES INDICATING s•-Bzs.oB. MECH, J(]INT 2❑ TURN ON LEVEL, ONE PUMP
4. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 2' MINIMUM OF 1-2/1-1 -rr `.
FALL AWAY FROM CURB SHALL BE SPILL SURFACE COURSE ON 10' MINIMUM OF ABC STONE IN ACCORDANCE WITH THE 17 STANDARD GATE_V_AL_V_E CO TURN OFF LEVEL 1B LIFT STATION N,J C6mO
OFF TYPE CURB. GRADES INDICATING CURB LATEST NCDOT STANDARD SPECIFICATIONS. 14 CONCRETE BLOCKING DETAILS +� gp 4-1s NTS
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. S. ALL SAW CUT ASPHALT PAVEMENT REPAIRS SHALL BE COMPLETED THE SAME DAY . ,
IN WHICH THE SAW CUT IS ORIGINALLY MADE NTS ''

17 \ \ \ m
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44.8 44.8 44.4 1/ 44.09.8 N Y
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VICINITY MAP Do
UG AS \ \ \ \\ \\ \ o O
N.T.S. / I / / \ -, \ \ DO
V-
\ 39.7 I \ \ r \ \ \ \ \ \ 45.6 45.5 45.0 45.2 I 44.2 / 43.4 % / I 39. 37.9( Cry
39.7
X 0.00- / / 3 8a CCP
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449 _ - �42 - - - - 41.9 42 4c- - - - 39.6 < 38.8 < I W &/ - - w W w 3 \46.00 I 3 .5 \ 38.9 \ \ \\ \
� _ _ Elev=35.1 N
�WLSTUBOTT�D Ins eat -� s" o. o\0.00 UGPDW )� 1 •.9
40.2 39.81.5 I
41.4-41� 40.9 40.5
41.7
/ 42.9 42.6
42.9
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/ .9 / 41.7 41.4 / 40.9 40.3 i / \ �� \ \\\ \ \ \ \ I \
/ 42.4 42.3 9•0 / 3n \ \ \ \ \
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41. 42.4 / / �7- 0,00 41 /_ -39.8 SS 0.0 X 38,80 _ OUOOPOw7 3n UGPO ER' N NI I \\ \ \ \ 38.4
/ 42.7 1 SS 2� TRANSSSj �0 ss - -� 038. �Yop of t W L 5.3 \\ \ lerr'-�7- 0\ \ \ I I I \ 1
_ 40 � 39.7 39. PROPOSED
- ssDOa'� 40 40.5 Invert=24. D \\ \
/ 42.2C❑ 42 41.7 41.4 / / •tO / ' Interference MH BUILDING
p 38.2 \\
I 38.15 To of �a N �8 L{(t 30" GAP J
\ / / Top Elev=38.22 Invert 0 SD SDI- m SD \
Inv. In=33.72 �D SD S jNV \\ \\ \ \ \ \ \
/ 42.6 / 41 / / / / 00 FC�REBAY #2 \ \ \ \ \
42,E / / / / 38.3 - - - - --�CW $00- W -w w- _ �- 0.A BOTEM=29.00'
s 0.0 UGPO R
Ala uE uE UE 0.00 £ 0,0 \ \ \\ \ \ \ \
42.5 / / /j� 36.74 Top of ate 9 UGP �GP¢ E \ \\ \ \ \ \ O 37.95
Inv rt 4 30 I�. f ift Station 9 41F
37.3 36.73 I � -�� 41\ ' \'Hy. ant \ \ \ \ \ \ 7. RGET-8 j .� j i = `� \ 35.1 \ \
C -� 39.1£ \\ \ \
2.3 / / \ TOP Yl0 \�\\ \ \v/
I / 41.6 / o,00 U wv \ \ \ \ / \ \ \ \ \ \
I 42.3 / I I I \\ S W q,00 I REMOVE EXISTING BLD ❑AWO L 0,00 0,00\ \ \\/'/ \ \ \\ \ \ \\ \
/ AS 0,00
1 I PAVEMENT AS NECESSARY GP WERJGP WER \ \ \ \ /
/ \ \ / / \ BOTTEM ELEVATION=25.50' 7 4 I TO CONSTRUCT NEW \ \ 1 / / \ \ \ \
� 0.00
/ I I I I PROPOSED / I RBUILDING
41.5 LD '��W GP WER \ \ \� \� ` // \\ \ \ \ \ FLOOD POOL
/ SIDEWALK I I ELEVATION=35.50'
I
I 421 41.5 I I / v' I 0.00
% 37. OUTLINE I I U OWER
NORMAL POOL
4' 37. / / I L \ •' \ \ I I ELEVATION=33.00'
I f 42.0 ( ( I \ / / 8 1 38.3 - - - -I A c C 39�21 39.3 \ \ \\ \\ �35.9 / EXISTING POND \ 1 I ' -
/ I �C�i - - \ \ \\\L�\.
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39.1 )K •34 I \ 1 \\ �. 33. 0
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387 I / / REMOVE EXISTING SIDEWALK _ , \ "1 \ \ \ / . / / / // / / (SEE DEiAIL�
I / ( EXISTING
I 41.8 ( PARKING i BUILDING D -� - 40
/ 39.1 N
I '
I OUTLINE 3 FSEE OR RELLITIES PLANOCATION OF 0.00 \ \ 40.0 1\ 1 3 .0\\ \. \ /// /.3
+ 38.9 39.7 / SSFM A C \ \ \\ / / /' / / /31188
41.7 ' ( / ��i Q39.5 39.7 -4 0/ \ Cry \ \ \� - - / / / / / IKv14" 24n/ F RC xx
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I / Invert=35.46 // / I NAIL/
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41.6 0.2 00'
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41.1 \ \ ' I I I III / / 33
I 41.5 / / ` ` / 40. 140.8.7
/ O
I / / I REMOVE EXISTING SIDEWALK
40.6
41.2 2.0 42.3
42.3 \\ \ \ \ \ I I I I // / / / / / / LEGEND
41.4 40.PRO
\I .TERTY LINE
/PROPOSED 41.7 4 6
SIDEWALK I0 / -45- EXISTING CONTOUR
OUTLINE A Ofl
40.1/ 40.6 C 4\*42.0 PROPOSED CONTOUR
406
45
I 41.3 1 \ PROPOSED SPOT ELEVATION ® GRADE
I 1 39 6 39 7 40� 40.3 I I \ -� / 41 8 5I \ I I I I III l / / // I / l l 46.0 PROPOSED SPOT ELEVATION ® TOP OF CURB WALK
4 \ 39.4 39.4 39.5 0.7 I 4 .5 42.4 2 v I 40.j /I (/ '- // 36.6 /
I 1 40 8 4 1 39.7 40.4 \ \ 7 I / / V vY / l / / l l ' 46.0 EXISTING SPOT ELEVATION
I �wJ - - - - - Q \ 4 001 42. / 41' I I I I / SD SD SD - EXISTING STORM DRAIN
/ - SEWARR W 42i• .00 41.9 41.4 I / / / /
I I I / 39 \ 39.9 \ 40.4 \ I \ - - - - - - I I I I I III / / / / / / : SD SD SD PROPOSED STORM DRAIN
41.7 7 I 1 Ss Ss SS EXISTING SANITARY SEWER
I 41.3 / / / / / \ \ \ \ 0.6 4 $ I I 42.0 .6 41.8 TBM Elev=43. 5 e Hydrant 41.4 / I I I /
/ / - - _ ` \ \ \ 4 41.7 G 0 I I / / ` / / I / I I / I i - ss ss Ss - PROPOSED SANITARY SEWER
40.7
, C \I I 41.4 .6 41.4 3 0, D 41.4 / / I I / / / ' I I I .-w-W-w-w-w- EXISTING WATER
I 41 t/1 / I \\ 40.8 41.0 41.1 41.2 41.2 41.2 4 .2 41.1 I 5.14 I I I I w-w-w-w-w- PROPOSED WATER
40. 40•g 40.9 4O.9 I 4 �. - I SSFM SSFM EXISTING SANITARY SEWER FORCEMAIN
9 � SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN
40.4 40.6 40.7 40.8 \ I ` I n� 0 t EI�CP I I I I \ \ TELE TELE EXISTING UNDERGROUND TELEPHONE
I I 40.6 ( 0,00 / J 1 \ \ $ 40.6 \\ 4 / \9 ` \ ( I\ \\ \ \\ �\ _ uE uE EXISTING UNDERGROUND POWER
40.1 / � 40S /37.6 37.3 1 38.4 \ 41.2 I 39 \ 137.3 \
J41.0 I / / c TP L _ / / \ \ ` 40.4 41.0 100 GAS - GAS - GAS EXISTING GAS LINE
y \ \ 4�89 \ \ 40.2 40.4 40.4 - - 40.3 A 41.1 \ \ \ _-
4 I / Inv in 15" FERCP / / / 40.0 40:7 S9 x-TSFTSFTSF- TEMPORARY SILT FENCE
312P0 Q0 3 Elev=33.93 / \ - - - - \ 1.1 \ \ \ \ ` - - DA/CL - DA/CL - DA/CL - PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
6.21 \ \ 40.2 -
- PROPOSED CONCRETE SIDEWALK OR RAMP
X 0,0040.6 AT�MC+ y 15'FE CP J \ 59-
A 0.00 ` 38 9 + 1 39 4 - - i 40.5 G 4 .8 \ ® A PROPOSED CURB INLET w/ EROSION CONTROL
0 / \ } 38.7 38.8 37.8'I�Top f ate o$ \ \ \ _ f
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g 39 3-- _ 39.0 38.9 d \ \ /O in S 5. 1 ATMC I \ i ® ROPOSED CATCH BASIN w/ EROSION CONTROL
C 40.5 / / \ \ _ T 11 371.8i 1 40.3 � � 0 r.' ANDICAP ACCESSIBLE PARKING SPACE
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DES. JPN
CKD. JST
DRWN, ROT
DATE 12/01 /06
C1

S
VICINITY MAP
N.T.S.
87 \ \ l \
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3 44.8 44.4 l/ 44.0 \
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/ / 39.8
PROPERTY LINE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION ® GRADE
PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK
EXISTING SPOT ELEVATION
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER
PROPOSED WATER
EXISTING SANITARY SEWER FORCEMAIN
PROPOSED SANITARY SEWER FORCEMAIN
EXISTING UNDERGROUND TELEPHONE
EXISTING UNDERGROUND POWER
EXISTING GAS LINE
TEMPORARY SILT FENCE
PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
PROPOSED CONCRETE SIDEWALK OR RAMP
PROPOSED CURB INLET w/ EROSION CONTROL
PROPOSED CATCH BASIN w/ EROSION CONTROL
HANDICAP ACCESSIBLE PARKING SPACE
SCALE: 1 " = 20'
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7 I a 1 \ 48.2 48.8 -4B.9 - - __ - _ - - - - - / / 47.3/ 46.b / / 45. \\ 44.8 44� 44.4 44.0 // 39.8 \ 8 J V
$ti -- �� --- 48 - // \ r \ \ a
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SIT 1 ' �,. - - - - / / I II \ 13 EN GY DISSIPAT•eFr \I t\ W
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24 BLARE D SECTION \ \ z �
4 / / \ / 1 w/ 0 >< T4`IICK RIP \ \ o
/ f I \ / / RAP /E R Y DISS ATOR 3 .7 ( \ \ Y O
\ / - - - - - _ 46.5 /45. 45.6 i 45.5 i ---4 5.0 45.21 44./2/ 43.4 I / / (1" 1= �36.00 137.$
'T� 3 .3�
OLD OC�N ALTERNATE # 1 INDOOR TRACK kiTEQMPO RY FE CE \ z W_Ji I\ �z
------to
46-----/--_� ti_\\ 1' CpNfNITOF / ��ya�/ i ( '\ /" ! \ F o
9 STOR DRAIN MANHOLE DETAIL - - STRUCTION _ / f .1 ii o N
INV. 36.35 �= i�/VO_ -WV¢ =- - - _ � - /
J�bQ l0/tl¢ T= ..'J�/1Z¢J" l7GV¢-r--"'' 43 24-SD- - - - �3/'d¢= - l'J/tl¢--�-�J'/V¢ SD ,3�� D ---I
�pp _ STAGING I � -�/tl¢ 4 " - ,\/d¢ _--_ _- �"�' J....a.� SD D Juj
1 ! 48.3 4 3 \� 47.9 I I ' -ISD �� SD T� SD .��.r$]S / W -�..W 8. I I \\ \
VICINITY MAP f ' / \ \ 1D/V¢ �� �J� / 7 CATCH BASIN #4 DETAIL i - - - - 1��-L `� S - c - - � _-_ \J --E 1 <' '-��3�/$-__- - / d c 5
1 / \ �,1C/tl¢ 6p / = i T/ ! ' DA/CL��--A/CL W -�AYCL --A/CL �C Ll r_-_A/CL --- DA/CL -- DA/CL A7C6 D_A/CL -- DA/GL -- D�t/CL" DP�/Cu�
N.T.S. ` / da INV = 42.50 CATCH BASIN #5 DETAIL - �� A/CL�A»'-'- \ _ ` 2 38.9 \ \
8•6 I I �a \ \ r
\ 1O/tl¢ - �3/tl¢ - �3/V¢ - �0/tl¢ = 24 SD �� 41.7 `41.4 ` -4.1 39.8 - 3 _5 ` �r \ I I ibu�psINV = 42.00 /"�429 42.9 42.6�2.1�__ 40.9 40.5 �0/.2 � ��
EXISTING 8" PVC/WATERLINE \I \ \ \ \ O
47.00 Ida \ I 12"SD / -1 / (FIELD VERIFX -SIZE & LOCATION) / 38.9 38.5
sn SD SD �� SD SD SD / MATCH EXISTING / / / V
46.5 11 NLET AND CATCH BASIN OTE TION / 40.3 40r1 39.8 39.6 39.E 39.2 / d 8 1 " \ \ s \ \ \ \ ` /
\ \ \ 1 PICAL S / / / 2.9 PAVEMENT GRADE 0 41.7 41.4 / 40.9 s- I vd \ \ \ \ \ \ Q CV
\47,,7 \ \ \ \ Idb 1 I I > 45.70 > S 42.3t 42.4 42.4 42.3 i / --ten � r v t -� - 3n \ 38.2 \ \ \ \ \ \\ \ \
10 _. ' 47.9 1 46. a 45.9 3 - - 3n --38.7 '3s \ \\ 38.o�'mo / v' I 9 J 42.7 !� 42.0 i' i��-ss -s� -39.g\7.7 \ \ \\ p .. ;; / I I 'Invert=z 38. 8 _I /.- f� - 5s �- ss - 40 5 4CL1� 39 7 39.S.sox
cp of et Weil \`SD / ss -� ss :s 41.7 41 4 / *FO 9 - a. 0 4 \I 8 3�3 1 \R4R.5! i 42.2 �20 3 2 \` If \\ ZNl
\ 42.6 i /� y \ \ \\\ \\ \\ \ \ \ \ �.
\\ \ / 1 74 �Q / /�4.;�`"^'�� 4•1 / �� 38.3 _-- - W-W-w-�Y-W \\. \\ \\�
\\\\\ 3 47. \ \ 7\ \ ,;'a,;.; �. J 4 �\ / /' 38.5 £\\\ \\ \\\ \
" / i \ Z J
\ \ �I .. ._ .;. 46.60 y..., >'4 / 1 I / 5 i ( \\\\\\ O
y3
\ 46.20 2 uE
UE
4
_ 7 CATCH BASIN #1 DETAIL "S
\ \\\ 48. - 7
\ \� \ 6 \ \\ 7.8 47.8 9 /::.:.. '.' 46.6 ; ..:. / / 37 3 3 .1 39.1
\ \\ L VERIFY) 47.6 / 46.80 \ INV = 36.40 / / ®
5. 0 \\ / 6 I\ .9 441.6 ! \ I M \ \\ \
4 .70 4 8 / / I I II .4�'•� MATCH EXISTING I ( \ \
O
\\ \\\\\ \\ \ C 47\6 DS I I H I 1 a 41 6 I \ U W
GRADE 41.3* I / \ \ \
/ I I a ! \ 37.4 \ �\
OP IGRATEt DE45.0 / DS 7.4 11 J // 7.4 // I I II£ ! (F41.5 VERIFII) i I 1 /I" \\ \ _
\ \ \ \ \\ \ \ 48.2 \\ \ / = 42.40 \ I /. ) 4j. 1 41.5 I I i I / / A� NIT J a O
7.3 I / J 1 f 1 1 376 / O / W Z
\\ \ \\ v 47 \ 1 45 47.10 1 I I 1 J I I 1 f� I I \ f / I W
\\ \ \ \ \ \\\ \ 48. \\ \ 7. 6.8.6 I 9 4 46.9 1 I I I /J K 1 I£ I J A I I I \ 3 .8 / 39.3
\ 38.3 \\ � T� O J
\ 4\ \\\ \ 46.6 1 1 II ` I I 1 IlI f14t.0 8.1 `" i 0.
\\ \ \\ \ \ \\ \\ 47\7 \ 6.7 .60 kiC 7.0 \ I I 3 .3 3E 3 .� - 39.1 \ ^
\ \ \ \ \ \d9 \ \ 6.5 \ I I S � / ! I i ' / 39.1 -r U
\\\ \ \ \\ \ \ I \ I I I / 1 38.7 49.0
>\ \ \ \ 1 \ \ \ \ \\ \\ 45.30 4.9 I I / r
(F�; RIFY)\ d47.�\ 1 t :' 6.7 :.: 7 \ I \\ \\ I I I 3 3�.6 // I 0 \`_, Q Lc) Cn
1 I EXISTING
:\\ \\ \ \\ \ 48.3�\ \ \\ as.so >:; .... PROPOSED I \ \ \ / I / �� 40 t
\ \ \ \ \ \ 47. \ '`;`' 6.9 I \ \ \ 1 4� 8 i 39.1
BUILDING 1 \ 1 I a 1/ J PARKING I 3 /2 40.0
\\ 49 9\\ V \\ \ 48. \ \ 47. :`,'. `:;::,. / 6 \ I 10 \ C-900 we ) l a 1 J ©I \
\ ` \ \`� 7.4 \ F.F.E 47.50 I \ \ 39.7 "-
\\ \ \ \\ 47.5 \ \ �\ \ c\47\.4 \ 6.1
I I I •7 I ! II / h0 c7 9. 39 7 NI)
\ 7 CATCH BASIN #2 DETAIL J / / /
\,"\48. \ \ \ 15"SD // \I ) I I cyl = P 41.5 01
\ \ sR. d7.3 / 7.1 .4 \ I I INV = 136.60 0 c„ \ V
� 11 LET AND CATCH BASIN PROTECTION q I g I ! / " I
\ \ \ \ 48 ::: 1 -.: \ PICAL�1.6 1 ( 40.2 \ \ 1E
\ \ 3 \ \ "'
\ 47.4 \ \�., D 47 �Q, / 40. 41.1 o,/iLLIP
EXISTING 4" PVCOSANITARY\ \ \ \4�\3 _ g
\ l \ ;,,;:sa?: ' 6.8 8 6.8 13 :.: 7.4 / I I i I I I 1.5 J \ - / / 40 4' JJ
SEWER FORCEMAIN\ FIELD \ \ \ \ \ 46. 6 8 / I i I I I / J 40. �
\\\\( \ \ \ 6.8 / / J I 41.2 �1/ \
VERIFY SIZE & LOc TION) \ \ `� \ \ \. \ \ `:'"''` 1 D 7.4 l I I £ I u
P \ \�.4�. 47.45 I I MATCH EXISTING I I \
/ \\� \ \ +1-s ::... , 46.30 y / a41.4 / / 4 .5 [ "
\CURB'IN ET DETAIL 4�'4 \ �:; ,; ' ;:..,.,,, 45.80 6.O / I (` % GRADE 41.3f / / 4 I \ �" 41.7 CONSTRUCTION
P RA - 46 \ \ SD \ ' ;.:<a.:i r:: ; '7 , 5.5 I•' / ,". / y QI I £��tyLLLI / (FIELD VERIFY) / J I \ DOCUMENTS
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i \�\ �2\ \\ 9\.''}6.2 \ ;, i:. // I I I I I 4A� .40/1 J 4 .6 40. �42.0
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- - 40
39.7 4 .5 2a
\ 47.8 �\ \ 47.00 tt: :,, :.::.:.. :..',,.,...,.:•:;.,;:7: 4,'4:i1"::;.:,.„;:: +...•? : ;.t:r4.:5:.,. 1 `.:,'-^1;: ,;. 1 I 39.4 39.5 39.6 0. \ 42.4
�� I \46.4 \ \ \\\ 46. Sp IiC / 6 4 1 39.7 39.4 i 40. \ 41.7
/ ` r• - • .�::. •,: / / I 40.8 �-- - - - - 39 - - - - \
/ 39.9 \ 40. \-
" 1 41.3 / / \ � 41 4
\.,\ �. \ � 45.8 � 5 S \ Sp / 46 32 .,.5 / 8 `� � 41.7 J rn O
48 42.0 41.8 /♦ r0 d
/ \ \ 1.7 J U
47,4 �Z'(� \ SD / / I / / I 1 I ! 40.7 / , \ \ \ 1 4 6 41. J\��A I41. co (D
L T O \ \ \, \ 45.7 - / / a i I I o + ( 1 + 41.4 rn rn
i�cyj \ \ \ S / _ / / / 411 I / / \ \ \ - 41.2 41.2 4 I Q Z
\ CONSTRUCTIO�1 �\ L 44.51 / / 1 1 I 40. - - 41.0 41.11.2 41 1 I I
\ \ �\ (}7.1 q{ 45 6� / / / / \ h I / / \ I \ 40 40.8 40.9 40.9 40. 1 '... "� r7
l <� \ \ 40.4 40.6 40.7 �s d d
CURB fN T #3 DETA L / / O
\ \ \ I \ GRATE = 4 75 / / / / 1 I 1 / 40. ( 40.6 \\ .2 M M
46.8 \\ 4� 3 .50 43.5 i 4 0 / ! .1 cn 1 1 / I 1 40.1 / /37.6 37.3 1 38.4 \ }� 8 41 ^ ^ o
\ \\ \ Co
47.4 47.0 6.7 \ 46.3 �Jq�C �4�.2, / / :•. - / ^� / , E. d 41. 1.1 O O
\ \ 1 . \ \ 2 / - ;:';: / / 1 41.0 / \ \ 40.4 r P 0
\ \ \ \ 46.7 �� / / ! I 44" \ 40.2 40.4 40.4 40.3 141 1 Z �
4.9 / / / / r I 1 / \ 1- . / 40.0 40.7 `\ 0) 0) �
.',..:./ / I� .4 n�/ 38 / \ / / 39.7 -__.-- --- ---- -` \1.1 1 W
_ _ ✓. p / I I - , 39:5 J 40.2 w
�,\ 1 \ \ �.. DAiC �15 / 4.3 SD�vr�� // n 4&6- :" - ^\ \ \ . �}V: W Z a>
Q ���� 46.�\ �451 i m _ ��`.��__ -- -"S4/ \+ �`\ s �/�'4 1 ' -� \ \ OX
\\ \ rn r V \ \ �� A \ `� 8 a - �� - - - _ L S 0.FI �3�.3 N -_- + 38.7 38.8 38.9 39.4 - \ I 40. r Z O
4.6.2 CL`��.45.0 �yo 18"SD - -- _yP .'`� 39.6 39_0 38_9 - -- \ o /o lCL
\ \ \ q 44 9 - - TSFf7 40 5 J \ - J ! 140.3
\`T` - Fes- rib /' 4 .5 38.7
'4a �C�4`� -'�3.9 - 43` 83..t -- 42_ A1.7 �.t I II e \ 9- ` J 40. 40.9 4 0
4 4 7 CATCH ASIN #3 DETAIL \} /
/ / 38.5 38 38.5} 46. 4 / 4 '040.� Z O
\ / \ \ 46.0 DA/CL DA/CL DA/CC- A/CL -� \\ 39.6 Q
\ 47.7 \ 47. 46.4 \ 45.8 45.6 45.7 \ 12 TEMPORARY = 36.75 38.9 38.7 38.6 3�.8 ra 0 0 0 �� O W d
\ '�. 45.6 45.3\ / ) 4 / / 39. 32 n 38.7 ------ 0 ©
�44.9 (�}EZD 3.6 FIEL VERIFY / 41.6 41.3 �41__ 0 40.8 „ 40.1 C39 - 38 - - - - - - \ 39.4 t7 0 CJ 4(( 1 `4�.2 - -4a2 - 4-0� 40.2 40.4� Y W w N
�\ I 5.0_'' - -- -_ 43. 43.4 42/� 41.� 42.4 s12.0_ - i _ - - 40.2 i CC
44F� 44. !44.9 \'- l`+1 3.0 �� _� �k 1 / ---- 37 --- \ \ 39.� / 39. I- Z
45.0 ���' 4 .6 42.1+2.4 _ - X _ �r --_X =- 40.5\9.7 / /'-- (- 1�\ \\ ��� 39.8 // , 40.5�G Z
43. _ - �\ I / �'\ ' • \ \ \ I �40'5 / / 38. 3 O
\ Z
40.2 40.5 40.7 40.7 40.6 0_5 Y Y
43.$ / sz 42.4 Q J 40.3 Q 40.1 39 / �\ \ , 40.5 / y I \ / \ �o I I LL Q 0
OPIC iC. / v 42.3 / I 39. I; 1' 1 II \ .39. 1 \ �6 `\ \ \ \ \�� ,-" �// ! I3 J cV
Lqg� ,` 8 URB INLET #4 DETAIL ( 1 1, I \ ' I \ \ o -
\ 46.8 45.7 45.3��� 44.5 _ TOP GRATE = 43.00 8 CU a INLET #5 DETAIL 1 40.6 \ \ \ ` �3�3 _ )\ 40.5 3g 6 38.5 - -d �D/� O
i � � P GRATE = 42.50 \ \\ / I 37. 1 it co
+43� 43.0 INV j 39.40 y = 39.30 I 39. I1 �\ 140.I rl\\ �\\ \\\ ��\ /��/ �'�/
_ / \ _ _ 37.1 Z
45 - _�/ % : / 42.5 I �. W/E 1 1 \ \ \ I f
.,�i \ i �..,r-•r / / " \\ \\ 36.7 �I 1 40.5 \ \ 1 I /� I J ' , \ \ - i '
42.3 39. �y\\\ \ III \ 1 \\ 1140\\' I . 1 \ 0 O
E (STING 8" PVC \ \ \
\ _ I W TERMAIN FIELD VERIFY \ \.
i � 1 ( Z
i �/• \\•\\ SZE & LOCATION) .\ \ \ 40.5 \ • I /
47.7� �i \ 47.9 \ \ I 4 .9 44.1 \ 42.3 I 39.
\� \ \ \ \ 42. I I �\ \\\ \�\\� \� \40 \ / / 34 LEGEND
40.4 PROPERTY LINE
{42.0 I \ 39. \ \\\ \\\\ \ ----- --
\ \\ 40.E \ 1 I 1 / -45- - EXISTING CONTOUR
\ \� _ _ 38 1 / J- PROPOSED CONTOUR
\\ \�� \�\ 40.4 \\ \ \ \\
\ \ \ \ \ \ 41.9 3 \3\ \ \\ �� \ \ � \ \ \ 1 /� 45 PROPOSED SPOT ELEVATION ® GRADE
11 PROPOSED SPOT ELEVATION 0 TOP OF CURB/WALK
\ \ \46.$ 43.6 4 43�6 1 EXISTING�\ 38.
/ \ \ 46.0 EXISTING SPOT ELEVATION
\\ \ \ \ \ �a 44.2 1 41.6 ! I 39. \ \ \\ I \40.7 \ 1
\ \ 43.4 41.7 PARKING I 1 1 I 1 \ R \ \ \ SD SD SD EXISTING STORM DRAIN
\\\ \\ 1 1 41.5 J I \\ I I o v 1 \
\ / I I / \�. I 4 .4 ` / \ \ SD SD SD PROPOSED STORM DRAIN
\ t ) 1 I 1 4 v/ J 40.9
\ \\ \ 1 1 \ J J 39 40.7\ \ 1 1 \ \\ SS SS ---- SS -- EXISTING SANITARY SEWER
�\ \ \\ \ \ \\ I \ 41.3 ( I 59 \ I J. \ \ 1 \ \ -SS ss ss - PROPOSED SANITARY SEWER 06039
\ \ \ \ \ \ 2 �X \\ ! I / J p ! 41 -4 ^\ \ \ \
44. I -/<i \ \ 41.11 / \ \ 39. / \ \ \ \ 1 1 \ w - W - W - W EXISTING WATER DES. JPN
\\\ \ \ 1 1 0 - \ 41.1\
i I / \ I 1 \ W-W-W-W PROPOSED WATER
W/E III 47,$\ 1 1\ \ //43. 43.5 \ 4s1� _--'� ! / �\ �\ �� 40.7 I1.{ 41.1 \ \ \\ 3-4,3 I i 37.0 \ _ CKD. JPN
- \ \ �; \ \ I \ SSFM - SSFM EXISTING SANITARY SEWER FORCEMAIN
1 - \ \ \ 1.4 / fl \ \ I DRWN. PAS
! 1 \ 1 ' �'- - \ 3�' ( \ \ 1 \ I \ SSFM SSFM PROPOSED SANITARY SEWER FORCEMAIN
454 \ \ \ �\ 41.0 I I
/ \\� \\ 1 1 2 u, 37 --�7 -�7 - UT
?ELe Tt.LE--- EXISTING UNDERGROUND TELEPHONE DATE 3/20/06
JT
EXISTING
/ _ \ \\\ \ \ \41.0 \ \ 33 ) I _ \) 1 \ - - - -- GAS LIE
GAS UE GAS EXISTING GAS UNDERGROUND POWER
\ \ \ \ \ / / / / / \\ \\ \ \ \ 0 8 / \�t) 0\ \\ (\ \ - --TSF>�TSF�c--TSF- TEMPORARY SILT FENCE
AS I -/;- , , \ \ \\\ \ \. \ \ �. a.4 - �\ \ I \ GRADING &
9 % . • \\ \ \ \ \ 1 / / / 1 \ \ \ \ \ 1 �2.4 41\1 \ \ - DA/CL - DA/CL - DA/CL - PROPOSED DISTURBED AREA / CONSTRUCTION LIMITS
• \\ \ 4 \ \ 43.3 \ \ \ (47I. \ \ \ \ Q r \ \ \
ii 46 \ \ 3.9 \ \ \ /' \
o / \\ 3 ��
1 / \ .{<;;';.-,;...,_ ..,..,...-.., PROPOSED CONCRETE SIDEWALK DRAINAGE
ii� ��,,. i • • \\ \ \ \ \ \ \ \ \ \ \ \ \ 1 `� • '\ \ \ \ \ \ 41 \2\ �42.1 .6
\ _ - _ ® PROPOSED CURB INLET w/ EROSION CONTROL PLAN
4 2 43. \ 4 9 \_
+ 41.8 39.i 9 0 ® PROPOSED CATCH BASIN w/ EROSION CONTROL
/ /� \ \ 41. 39.7 403
\\\\ \ \\\\\ \\ 42.6 \ 3.6\\\\ \\ \�\� WIE S \\ \\\ \\\C\\ 41 // //. (� 10 fl\ 1.0 4D.1--395-BCC
-
4r�. • \ \ 47.9 \ \ \ \ \ \\ \ \ \\ \ \\ \ \ \ \� / �' \ 43.9 \..4$� 40.4
��.�� \• \\ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \� \\\ \ 41 1 \ _ _ \ \42.5 SCALE: 1 " = 30' \\\ \\\� --- 1C4ml
\\ 44.2
I 1 1 1 1 I �1.0 �� �� i�\\ \I \\ \ 1 0 15 30 60 90

TEMPORARY/PERMANENT m
SITE WORK NOTES:
/ SEE PLAN FOR PIPE GRASS SPECIFICATION
RESERVEDVAN ACCESIBLE SIGN / I� ORIENTATION -- 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH W -/ FIELD CONSTRUCTION CONDITIONS.
ADJACENT TO 8' AISLES ONLY ADVERSE SOIL CONDITIONS. 2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT r
3.
PARKING
O 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
1 REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. t "
to ❑ A A SMOOTH AND UNIFORM. iii
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS to
SIGNS TO BE 0.080 STANDARD R7-8 UME: 45 LBOTHERWISE
S. PER 1000 S.F. Z MaiPHOSPHOROUS: 20 LBS PER 1000 S.F. NOTED TO REMAIN. STUMPS. ROOTS. SHRUBBERY. ASPHALT, Z
ALUMINUM. BOLT TO O CADMIUM FERTILIZER: 17 LBS. PER 1000 S.F. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN O H
ALUMINUM POST WITH 3 8" o
/ CASTING 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED LIMITS OF CONSTRUCTION. mli
PLATED NUTS, BOLTS & WASHERS. NOTE: 2' X 2' DROP IS PREPARED 4-6 INCHES DEEP. CL 46O
R7-8D INLET FRAME & GRATE 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED UGHTLY. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL
12" I 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 0
SHALL BE HEAVY DUTY 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. Tn z
r� �I 1/4 WIRE MESH GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING W O
&0L48S 00 CONC. COLLAR WOOD CHIPS AT 500 LBS. PER 1000 S.F. BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
LEGEND AND BORDER - GREEN JUTE & MESH AS PER MANUFACTURER FFn
Y
WHITE SYMBOL ON BLUE BACKGROUND 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
BACKGROUND - WHITE APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABIUZATION,
FINISHED N
$ GRADE PLAN AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL O H
ALUMINUM POST. ASPHALT 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE APPLICABLE LOCAL AND STATE CODES. O0
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER z
ELEV. VARIES AND SEEDING RATES. 7. BORROW MATERIAL: THE SITE WORK CONTRACTOR SHALL FURNISH
1-1/2-R(D?) 1-1/2'RC") i 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED CD W
5' STEEL POST FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb. LLJ
MAXIMUM z pl E (SELF -FASTENER 11. SEED FOR TEMPORARY AND PERMANENT APPUCATIONS SHALL BE: PERMITS ASSOCIATED WITH BORROW OPERATIONS. Q p
VAN I I-_ III 1= _ WIRE MESH 24% CARPET GRASS 8. DELETED. O N
S, PENALTY _ PRECAST SI E STEEL ANGLE TYPE) 24% BERMUDA GRASS
$250 3/s"(IYP) ACCESSIB 3/a (TYP> -III-III I I -I I `01 OR 6" VA IE 6" " 20% TURF FESCUE 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO O ♦^
I I I -I I I -I I I I -I I I -I I I BRICK MASONRY V 10% CREEPING RED FESCUE CONSTRUCT HIS WORK. V
12 i 1 III -III I (I -III= LEI " 24% ANNULI RYE GRASS O
_ _ � BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION m
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III -III I -III - FLOW jJ 04 PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
_ GERMINATION SHALL BE A MIN. OF 85%. OF EXISTING UTILITIES DURING CONSTRUCTION. } 0 BACKGROUND - WHITE BACKGROUND - WHITE I 4"
R7-8D VAN ACCESSIBLE =I I (� I I=�I I I T^ / / ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION 111 /
�/ o i i i �I /i �/, /i i� i of GRADING. 11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM v
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR SURVEY BY OTHERS AND PROVIDED BY OWNER. N
1 TYPICAL HANDICAPPED SIGN DETAIL r. W 1 ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
SEDIMENT CONTROL 13 OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. to
NTS 3000 PSI CONC. oo STONE 1'-6" un 2' NOTES: WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
1. SEDIMENT CONTROL STONE � cm
NOTES: SHALL BE 5 OR 57 AND OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND � � N
SECTION AUTHORITIES.
1. SIDEWALK THICKNESS $HA4L BE 4" UNLESS NOTED OTHERWISE. SHALL BE AID FO AT THE
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH. CONTRACT UNIT PRICE PER 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO Q a
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 7 CATCH BASIN DETAIL TON SEDIMENT CONTROL
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT SECTION A -A STONE." Qp NCDOT STANDARDS. Z
WITH NO CURB. O w
5. 1/2" EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT w MULTI -DIRECTIONAL FLOW 2. WIRE MESH SHALL BE G4F 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET' LOCAL AND STATE O Q Z J
COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, Y CD 0 _j HARDWARE CLOTH 19 GAGE \� PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8 R TOOLED n V) <u xo HEAVY DUTY TRAFFIC BEARING 11 INLET AND CATCH BASIN PROTECTION MIN. AND SHALL HAVE 1/4" QJ� [ 1 Z Q M
6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT JOINT m o 0 Z 3 o m FRAME, GRATE AND HOOD. MESH OPENINGS. 0' 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. �+
PARALLELING CURB OR STRUCTURE. NCDOT ROADWAY STANDARD 4•f/AV 4 Q Q
e
2" NO. 840.03 OR APPROVED 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. yn 0
EQUNOTE: IF PRE -CAST BOXES .2 18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
GROU 6 W E.S. FABRIC p U
ARE USED THE CONTRACTOR RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. _
1/2" EXPANSION IS RESPONSIBLE FOR CONFIRMING W IR MESH 6 MIN. ~
CURB 30' MAX. SPACING JOINT MATERIAL THAT THE PIPES CAN BE INSTALLED "2• - 3" cc
0
EXPANSION JOINT (E.J.) TO THE GRADES SHOWN ON THE STEEL POS COARSE AGGREGATE ��' EROSION CONTROL NOTES AND MAINTENANCE PLAN:
PLANS USING A PRECAST BOX z L 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
1 4"x1" DEEP w AN PRIOR TO CONSTRUCTION. WIRE MESH FOR STANDARD FABRIC N w W Z
/ / AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUi IN NO CASE
vI1 '" 1/B"R TOOLED JOINT „ x N TEMPORARY GRAVELLED LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS. WILL BE MADE IMMEDIATELY J
8 26" MIN. CONCRETE MIN. 14 GA. 6x6 MESH o EXTRA STRENGTH TO MAINTAIN ALL PRACTICES AS DESIGNED. Z J �-
BRICK FOR STANDARD FABRIC I La_ FILTER FABRIC 15 CONSTRUCTION ENTRANCE = 0 0.
i� S 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
"" ' SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES t'
w WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- v a
nO In DIRECTION OF WATER FLOW PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
CASTING " REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.Lj M ,A
CONTRACTION JOINT C.J. DEWEY BROS. N0. MH-VA-1 6 TEST PLUG 2 ASHPHALT W v,
( ) w/WING NUT 3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
g ANCHOR FABRIC SKIRT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
BLDG.-STRUCTURE to 0 MIN. 8" DEEP & 4" WIDE. SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
PLAN 4 BASE REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
�- 4" z OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
�2 SIDEWALK JOINT DETAILS ROADWAYS SHALL BE REMOVED IMMEDIATELY.
NTS BRICK 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
' ` `` `^"' '' iNC.
CONCRETE 0 ON THE PLANS D TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSIONCONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDWIFIY.
NOTES:REMOVE SEDIMENT WHEN R BECOMES 0.50' DEEP TO PROVIDE ADEQUATE°," "STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTNG DRAINAGEJ4 ® 12" EACH WAY FTG. 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY (y
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE G
0Rf $ CURB INLET DETAIL AND 50 LB/IN FOR EXTRA STRENGTH. EXTRA HEAVY AREAS RAROUND THE DROP BED AREA TO ENLETS GRADE AND APPROPRIATELY STABILIZE ALL BARE 196
AIN 4e• 4" CURB AND GUTTER NTS SOIL PIPE F r
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
ARE NECESSARY, LAP FABRIC POST TO POST. 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS ILLip
EtF Up 1 SVpQ� NOTE 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE EXTRA HEAVY CAST IRON NECESSARY TO MAINTAIN A BARRIER.
SELF -FASTENER STEEL ANGLE TYPE. COMBINATION FITTING 6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
�os�pEN Mqk 1. CONTRACTOR MAY USE BRICK WITH MAX.
SEWER MAIN w/6" BRANCH HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
�' �► CORBEL 1" PER COURSE SIZE VARIES BE SEEDED AND STABILIZED WITHIN 15 DAYS.
OpWN MZ . 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT 4. WOOD POST SHALL BE A MIN. OF 4 IN HEIGHT AND
S�OpE Ag a 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO 7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED
1< WOODEN POST WITH NOT LESS THAN 9 WIRE STAPLE CAST IRON PLUG CONSTRUCTION
# OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW THE TOP OF THE
IF CURB HEIGHT IS 6', THEN: 1" LONG OR TIE WIRES. w/RUBBER GASKET RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO DOCUMENTS
LONGER DRAINS PROPERLY.
°. "81' - 01:10 MAXIMUM SLOPE, SIDE TRANSITION FROM CAST IRON TO
FLARE "A" IS 60" MINIMUM. 12 TEMPORARY SILT FENCE SEWER PIPE w/"FERNCO DONUT" 8. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
PLAN "82" - �E2"mISMAXIMUM MI� USIDE ADAPTER
NTS HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE
16 CLEAN -OUT DETAIL SEEDED AND STABILIZED WITHIN 21 CALENDAR DAYS.
9. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. J
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED 14,
11-01 ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, mi LL0 O
4' SIDEWALK
a 6'
NCDOT DENSE VEGETATIVE COVER.
3000 PSI JOINTS TOOLED Ile 3'R , �� EROSION CONTROL NOTE 4' 10. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE r7
CONCRETE 1 8':t' -"'I iK SHOWN ON THIS PLAN ARE NOT EFFECTIVE. •� EO
\� STONE 1. BASIN, FRAME AND GRATE MAY 11. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE !A //; M V
VARY IN NONESSENTIAL DIMENSIONS. PROJECT IS COMPLETED. Q �'
1v I1=1I �I I I -I I Id I Ir _•, 12. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL `'-
\\ w
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT. ��6x6-10/10 W.W.M. `-COMPACTED * 4' X 4' PRECAST CONC. BASIN.� wsu6cRADE W/ KNOCKOUT PANELS d W4' 6' =wz'�
A O A ALL 4 SIDES w Z
3A CONCRETE SIDEWALK TURNDOWN g Z = x
STD. M.H. RING & COVER PLAN PRECAST 4" RISER RING EL o_ o
1/2' ASPHALTIC PREFORMED 3•R MIN WEIGHTS:
EXPANSION JOINT TEXTURE FRAME: 208 LBS. M w Z
c FINISH COVER: 120 LBS. LLi
i Y Y.1 N
a ° -I • O to 4 STEEL REBARGALV. OR ASPHALT COATEDUJI
., .........: 1 # )
3 4" CEMENT PRECAST M.H. UNITS TACKWELDED AT 4' O.C. EACH WAY LAID PLAN c I- Z
jI�I� I MORTAR SEAL WITH CAST IN PLACE IN TOP OF BASIN (2) 4" DISCHARGE PIPE �LEC. NOTES & SPECS. N Z
gm STEPS ® 12" OC DOT ALLOW OUTSIDE SPACE IN SYSTEM GROUND 1#8 CU.,1/2" C. W/ 3/4" CU. _ Z
6x6-10/10 W.W.M. COMPACTED `• EXCAVATION TO CEMENT DISCH. CLAD DRIVEN GROUND ROD
SUBGRADE y DTI APPROVED Y Z Y O
6• I J M.H. STEPS
SECTION "6. 1'-O" OC '-0 '-0" to PIPE IN POSITION < I.._.
w (2) CHECK VALVE IF READ BY LOCAL
SERVICE 100 A., 3PH. 4CU BUSS,
M Z
PANEL t00A. 3PH. MLO CU BUSS, NEMA 4X ENCL.
� CODE, SUPPLIED BY !� �
WHEEL CHAIR RAMP ¢ _ TOP 35.00 AT CONY. OUTSIDE W/ LOCKABLE DOOR, NQOB C mi N -
SEE SITE PLAN STONE SHALL NOT ATTACH SCREEN WIT LOCATION -
BLOCK OR IMPEDE GALV. LAG & WEDGE CIRCUITS: 1-3P, 75A BKR,3#4, W/GRND,CONTR. CAB. - O 3t
TYPICAL SIDEWALK AND CONC. M.H. PIPE FLOW ANCHORS 1-1P, 20A BKR,2#12, W/GRND, RECPT. LLfiir..
3 WHEEL CHAIR RAMP DETAIL BLOCK PUMP(S) , 1-1P, 20A BKR,2 12, W/GRND, ALARM Z
ANHO E DIAME 3/4" T / " t-tP, 20A BKR, SPARE
1 2 OPNG. GALV.
NTS ALUMINUM EXPANDED '., THE RECEPT.IS MTD. ON SIDE OF POWER PANEL 0
w LARGER THAN THE EXISTING 24" DIA. OUTLET METAL SCREEN OR AS REQO, AND W/ WATER PROOF COVER 0
8" 8 SEE SITE PLAN INV. = 32.Ot
1.5" TYPE SF 9.5A m LARGEST PIPE ( J
2.0" I.D. INLET PI INLET 33.00 TANK '<. PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS
2" TYPE SF 9.5A ON 2" 119.0 X w FORM FLOW CHA N L GROUT IN PLACE CONNECTING TO LIFT STA.-GAS TIGHT
6" TYPE ABC STONE (N DOT) 8 TYPE ABC STONE (NCDOT) j MIRAFI 60OX FILTER FABRIC INV. = 33.00
oL4 SECTION A - A OR APPROVED EQUAL BOTTOM 32.50 ACCESS PROVIDE NEMA 4X CONTROL PANEL W/ HOA SWITCH
a '
HATCH, SYST. DUPLEXER, STAGGER START, VISUAL HIGH
,. ,. .:, a � / WATER ALARM & 90 db AUDIBLE ALARM, HORN
CO AOD NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION 32"X48 W
BILCO #Q-6AL NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE
11190 OR APPROVED POWER, VOLTAGE, ETC. PRIOR TO ORDERING
3'-3" MIN. 3'-1 3 4" MIN. CRUSHED STONE. EQUAL 180d., 4" PVC VENT EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENG
r l-1I I� COMPACTED SUBGRADE = COMPACTED SUBGRADE 1$ ENERGY DISSIPATOR W/ GALV. SCREEN APPROVAL ALL WORK PER CURRENT NEC.
-I I I=1 I r=1 ) I I I I H RCA H IN S 8" DIA. SEE SITE PLAN (ELEC) FOR ELEC. SOURCE.
NOTE: PAVEMENT SECTION MAY VARY NOTE: PAVEMENT SECTION MAY VARY NTS SECTION ELEVATION PLAN
DEPENDING UPON FIELD CONDITIONS. DEPENDING UPON FIELD CONDITIONS. SECTION
CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE g STORM DRAIN MANHOLE DETAIL VENT ALARM LIGHT, MAY ROTATE 90d INCREMENTS
w/OWNER & GEOTECHNICAL w/OWNER & GEOTECHNICAL --- OUTLET STRUCTURE CONTROL PANEL,NEMA 4X
ENGINEER TO DETERMINE ENGINEER TO DETERMINE NTS HATCH CONDUIT(S)
N.T.S. 6" MIN. HANDLE � UNISTRUT,HEAVY DULY, HOT DIP GALV.
ACTUAL PAVEMENT SECTION. ACTUAL PAVEMENT SECTION. FRAME, 30" BURY, 12" DIA. CONC. ENCASE.
2ON PRECAST FINISH 06039
4 STANDARD PAVEMENT SECTION 5 HEAVY DUTY PAVEMENT SECTION SAW CUT EXISTING CONCRETE CELLAR GRADE IT
N.T.S. N.T.S. ASPHALT PAVEMENT BLOCKING DIMENSIONS LIFE OUT BRACE AS REQO, NOT
TRENCH WIDTH AS REQUIRED. a :�'
SEE NOTES BELOW. RAIL SYS. TO EXCEED 15' DES. JPN
NEW ASPHALT PAVEMENT PIPE SIZE AO 08 �� " °• • �� °' 4" CK VALVE OR USE CKD. JPN
SURFACE COURSE. SEE : a
NOTES BELOW FOR THE //\/\ \/\/\ • • \/\/\
2'-0" /24"
SPECIFIC REPAIR UP TO 10" 4'-0" 2'-6" 3'-0" /� ��� � � �� � �� � � �� � � •., �K¶BYAMYERS L LIFT OUT
EXISTING ASPHALT PAVEMENT REQUIREMENTS. �\ \\/\\/\�/\�/\�/ \�/\�/\�/\�/\� STEPS. DRWN. PAS
1'-6" 6" SURFACE COURSE 12" TQ 18" 6'-O" 4'-D" 5'-D" / // // // // / // // // /�` ® 12" D.G. : D.I. C
1 1/2"R\��\��\��\��\` ��\��\��\��\` CONCRETE CURB & GUTTER SYSTEM ? DATE 12/01/06
CLASS A CONC. o 0 0 18" TO 24" 8'-0" 6'-0" 6'-0" //�//\///�/ �j\//\//\//\/ BRACES 00 ;
4 F.M.
„ ,�4< K.'*�� " fig° / / / / / / /�/ I~ PUMP DIS. „
ASPHALT ° .3 `'`F'` ° 3 -D MIN, /�/�/X/� VALVE BOX
3„R >, ^ COIAPACIED 3 QA M\N GRADE E/��/�\/�\/ WITH LID d...,';,"::;;::.•'.::..r.-., .... 'r 4"X6" ECC. INCREASE
• . , , i' 4 TEE
0 RACK FILL UNDISTURBED SOIL ///i /�///�// • 4 ° s EL 38.50 4
I ABC STONE OR ASPHALT BASE. ,z. A \/��/��/ ��/��/��/ • � 3 •' (2), 4" GATE VALVE
a ` < d SEE NOTES BELOW FOR SPECIFIC 3_•; " - / / / / / / / / / °' - FI W-0 ."
F=rwDETAILS
..°' .. a • �,.. REPAIR REQUIREMENTS. SQUARE \� \\� \\� \\�i \\ \\ \\ +• o
TYPE ABC STONE 1 �8"R:. C° 10 SPHALT PAVEMENT PATCH DETAIL SECTION - PLUG //// %//// % a'-o" DIA STAY -RICH
a.d .• n a .-a 1
PLAN - BEND 18" \\\\T��\�- GATE VALVE EL 36.50 1 :; " of PRECAST WET WELL
EL 34.50
��i�i�`i��i��iU��i��i �y�� ��/�� NOTES: MIN. /�/�/ / / 19 CURB END DETAIL
COMPACTED SUBGRAD 1, ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE
APPLICABLE NCDOT DRIVEWAY PERMIT AND ENCROACHMENT APPROVALS. GRADE TS 8'-0" .. ^8'-0' LIFT OUT RAIL
2, THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NODOT PRMIARY ROADS "
no
SHALL BE A MINIMUM OF 2" S9.58 PLACED IN TWO (2) COMPACTED UFTS MIN. CKE LL UNDISTURBED SOIL
6 SPILL OFF CURB SECTION ON 8'-825.OB BASE PLACED IN TWO (2) COMPACTED LIFTS OR 16" ABC
\// // // // / SYSTEM
STONE PLACED IN TWO (2) COMPACTED LIFTS IN LIEU OF 8"-B25.08. © � ® ALARM LEVEL (2), MYERS 4VH, 7.5 HP, 8"
NTS 3. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NCDOT SECONDARY Ramos %/�\/�\/�\/�\/ SECTION IMPELLER, 1750 RPM
SHal BE A MINIMUM OF 2"-SF9.SA SURFACE COURSE PLACED IN TWO (2) / // // // // TURN ON LEVEL„ TWO PUMPS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN COMPACTED LIFTS ON 5"-B25.OB BASE OR 10'-ABC STONE IN UEU OF PLAN - TEE SECTION - BEND & TEE �\ `��•\�� \�� ��\ `�\ `�\ ��\ \�
ON GRADING PLAN. GRADES INDICATING 5•-825.08. MECH, JOINT 2� TURN ON LEVEL, ONE PUMP
4. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 2" MINIMUM OF 1-2/1-1 17 STANDARD GATE VALVE
FALL AWAY FROM CURB SHALL BE SPILL SURFACE COURSE ON 10" MINIMUM OF ABC STONE IN ACCORDANCE WITH THE TURN OFF LEVEL 18 LIF C6mO
OFF TYPE CURB. GRADES INDICATING CURB LATEST NCDOT STANDARD SPECIFICATIONS. 14 CONCRETE BLOCKING DETAILS d
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. 6. al SAW cur ASPHALT PAVEMENT REPAIRS sHa1 BE COMPLETED THE 5a1E DAY SO 4-15
IN WHICH THE SAW CUT' IS ORIGINALLY MADE �b• NT$ _

\
\
Of \
48.7 \
1
\ W/E \
\ 48.7 \
1 '1
W/E
48.7
W/E
45..0
/ W/E
45.4
olwoAae
A44A
00.4w L40 C� "hOOLA mvils�Ofo j *
-
Q
Ql

STORM DRAINAGE SCHEDULE
10
48" CMP F.E.S.
O7
F.E.S.
t5
F.E.S.
INV.= 26.80
INV.=
INV.= 35.42
50 S.Y. CLASS 1 RIP RAP
10 S.Y. CLASS 1 RIP RAP
10 S.Y. CLASS 1 RIP RAP
60'
- 48" CMP O 2.00%
36'
- 24" CMP O 1.40%
127' -15" S.D.O 0.30%
O2
48" CMP F.E.S.
®
OUTLET CONTROL STRUCTURE
18
CATCH BASIN
INV.= 28.00
SEE DETAIL SHEET C2
TOP - 38.10
INV.= 35.80
O3
F.E.S.
INV.= 33.68
30 S.Y. CLASS 1 RIP RAP
9j F.E.S.
INV.= 32.22
80'
- 36" RCP O 0.50%
15 S.Y. CLASS 1 RIP RAP
®
F.E.S.
84' - 30" RCP O 0.15%
INV.= 34.08
10 S.D. MH
10
S.D. MH
TOP = 38.10
TOP = 38.10
INV.- 34.62
INV.= 34.62
O
F.E.S.
15" INV. IN = 33.60
15" INV. IN - 33.60
INV.= 33.60
24" INV. IN - 32.35
24" INV. IN = 32.35
10 S.Y. CLASS 1 RIP RAP
30" INV. OUT = 32.35
30" INV. OUT = 32.35
S.D. O 0.35%
66' 24 S.D.D. O 0.30%
9. S.D. O 2.00
©
F.E.S.
�DMH
14,
.E.S
INV.- 33A3
TOP - 38.00
INV. = 35.00
INV. - 32.55
34' - 24" S.D. O 0.30%
O2 CATCH BASIN
TOP = 37.00
t
15" INV. IN = 33.40
24" INV. OUT = 32.65
136' - 15" S.D. O 0.30%
1© CATCH BASIN
TOP - 38.37
INV. a 33.81
III I I
I I
I
REPAIR AREA
I I I (DO N 0 T CLEAR) r
I I I
I I I
L. isoI
II-�__-' I
I 1-_=T- --J
\ \ I
------ O`
0 Ilya,
V 1
50 25 0 50 100 150
SCALE IN FEET
1' = 50'
NOTES:
1. All erosion control devices (silt fences, temporary diversion ditches, sediment basins,
etc.) shall be constructed at the locations indicated prior to beginning excavation on
the site. All devices shall be properly maintained in place until a structure or paving
makes the device unnecessary or until directed to permanently remove the device.
2. All erosion control measures shall be in accordance with the Erosion and
Sedimentation Control Planning and Design Manual published by N.C.D.E.H.N.R.
3. Construct temporary diversion ditches at toe of all slopes; route ditches to sediment
basin.
4. Construct check dams in ditches in accordance with Std. 6.83 of Erosion and
Sedimentation Control Manual. Use NCDOT Class A Erosion Control Stone.
5. All disturbed areas to be stabilized with permanent or temporary seeding as per
specifications. Stabilize site as areas are brought to finished grade.
6. Remove all temporary measures upon completion of construction, stabilization of the
site and establishment of permanent vegetative cover.
7. Contractor shall be responsible for maintenance and satisfactory performance of all
erosion control measures. Inspect all measures monthly and after all rainfall events.
Repair as necessary any damaged erosion control measures. Contractor shall
maintain close contact with Division of Land Resources and allow access to site for
inspection.
LOCATION MAP
N.T.S.
GENERAL NOTES
I
<\
\ �
�\ \\
1. THIS SITE DOES NOT LIE WITHIN A 100 YEAR FLOOD PLAIN BASED ON FIRM MAP
//
TEMPORAR `
`aiEgfYp`
G
�
\`i `\\,
BRUNSWICK
370295 PANEL 02306 DATED MAY 15, 1986.
PROPOSED CLEARING LIMITS
MET
COMMUNITY
2. TOPOGRAPHIC SURVEY DATED AUGUST 1990 AND UPDATED OCTOBER 1990 BY
\
COLLEGE
BRUNSWICK SURVEYING, INC.
$
ROUTE 4 BOX 128-D
�� I
_•� --iy
\
I
SUPPLY, N.C. 28462
919-842-9392
3. CONTRACTOR SHALL SCHEDULE ALL CONSTRUCTION AND SHALL LOCATE ALL MATERIAL
\
HP G
42F
-�
} --
I
I
t
i
STORAGE AREAS, JOB SITE TRAILERS, ETC. TO MINIMIZE INCONVENIENCE AND MAINTAIN
ACCESS TO ALL EXISTING FACILITIES ALL SUCH STAGING AREAS SHALL BE LOCATED
4 Ox\\ �I y / --__ WITHIN THE ' CLEARING LIMITS" SHOWN UNLESS OTHER AUTHORIZATION IS OBTAINED
R 0 A D 25 c+\ G \ //'�� -_� IN WRITING FROM BRUNSWICK COMMUNITY COLLEGE BUSINESS MANAGER.
I \ E \ B ! D 4. CONTRACTOR TO PROVIDE 48 HOURS ADVANCE NOTICE PRIOR TO ANY CONNECTIONS
-SEp11�C TgN`t \\ \\ \\ �_ /' \ OR INTERRUPTION OF ANY UTILITIES OR SERVICES TO EXISTING FACILITIES.
INV. 35.09 h \ \ 5. EROSION AND SEDIMENTATION CONTROL:
\ / / / /
.S.De D �xRep 0 \ _ � r A. CONSTRUCTION SCHEDULE:
). INV.-- .•SS LA' 1\ \ `� `\ \
3s.as 1. INSTALL SILT FENCE, INLET PROTECTION DEVICES, SWALES AND OTHER
MEASURES SHOWN ON PLAN OR SPECIFIED.
2. STRIP AREAS REQUIRED FOR NEW CONSTRUCTION. -
yajL \\ \t \\ \\\ `♦ �30-
r r B. GROUND COVER:
1. MINIMUM SEEDING REQUIREMENTS.
FIN. FLOOR / .e �� +� \♦ TEMPORARY //'-----A /
STAGE = 43.33 �� / e x 8: ¢v. G 1 \ SILT FENCE / - - - - - -
_ _ LIME: 4000 LBS. PER ACRE
TEE ,,�`U / �� /' FERTILIZER: 1000 LBS. PER ACRE 8-8-8 GRADE
/ / \ / SEED / TALL FESCUE: 100 LBS. PER ACRE
--� / AND BERMUDA GRASS: 20 LBS. PER ACRE
n FIN. FLOORS ,SEATING O STAGE /
` - 39.67 U E / // �� ' , // // / // // IF SEEDING FROM NOVEMBER THROUGH MARCH ADD
50 LBS. PER ACRE OF RYE (GRAIN) TO SEED MIXTURE
I
3� MULCH. LBS. PER ACRE. MULCH (L
AUDITORIUMS ¢ /^ // \ / TACK: TACK ALL MUDISTURBED LCH
/ �_ LCH EMULSIFIED ASPHALT TACK
I ! �• t I / /� /, /?*• I ' �� ^\\ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF SEEDED
! ` '' \ AREAS. DAMAGED AREAS SHALL BE RE -SEEDED, FERTILIZED AND
44 WETLANDS AFjEA'� �i
MULCHED IMMEDIATELY. CONTRACTOR SHALL MAINTAIN ALL GRASSED
/ �`�\ I • \ a \ \ \ \ ++ t II - `\ TO REMAIN UN91&1URBED / /
�9EE PODMBlNG DWOS, •i` `♦ I _- �� -- i BUILDING IS OCCUPIED BY THE OWNER FOR ITS
i''
I • INTENDED USE.
AREAS UNTIL NEW
FIN. FLOOR to �\ \\ \\ \\\ \ 1 _ /�� --
+ 1 !
l /LOBBY = 46.67 � 2•W �\ � ` \� ♦ _-'�/^``� '� \ u u / 6. STRIPPING: REMOVE MATTER FROM AREAS OF NEW CONSTRUCTION PRIOR TO ANY
W \ W --� \\�� `1 \ i EXCAVATION OR FILL ACTIVITIES.
s N64'
48'00`\W I \`� .W♦� o ��WWv\ \1 i /\ II I i
7. ALL EXCESS MATERIAL FROM CLEARING, STRIPPING, OR EXCAVATION SHALL BE
B IfU.00'1 REMOVED FROM THE SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR.
e xa• ! / / PFENCE,.
oY 8. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT OF THE PROJECT.
e"c.v' a � ' i I / � \`\ �\ � +' II 9. CONCRETE FOR WALKS AND CURBS SHALL BE 3,000 PSI MINIMUM
QG / -
/ � � t I \ \ \ �_ 37-' \ \ \ \ COMPRESSIVE STRENGTH (28 DAYS).
1 \ \ 10. STORM DRAINAGE PIPING:
D• _ _ \
�40,\5 S• � \ \\ \\ \\ \\ �s\ / / \ \ \ \ t. REINFORCED CONCRETE PIPE: AS1M C76 CLASS III WITH RUBBER GASKET JOINTS.
_a�EG FLao POLESc 'P• I•\ \\ \� r.. ,,�, - -- \ \ \ \ ♦\ \ \ i I� \ \ \
SB--E// - 76 1 • •� \: . i. ^`�` \ \ \ `♦ t 1 \ ` � i ". 1:.ORRUG,\ltG !AL. -AL PiFE' X
(� ` \ - -- -- 064 BITUMASTIC COATED WITH GASKETED JOINTS OR ALUMINUM PIPt.
rMRARC=� "'2r. / \ \ 3. CORRUGATED POLYETHYLENE PIPE. SMOOTH INTERIOR, AASHTO M-294
to I I \ \ e\ ASP q,L T A.
11. WATER MAIN:
w EGAD 5 \ v ` ♦4G1�8 Y �P A V I N (' �c ` � �' -� ` \ , l \``, \\ \ \-� ++ / -L= 1. DUCTILE IRON PIPE: CLASS 51 CEMENT -MORTAR LINED ANSI A21.51; FITTINGS
_ F 47 \ \ v` t B A S E g I /D '6 sllT FEN \` \ l / �y ,
- - I ^ ` t-' _ �a� ANSI A21.10.
1' \ \ ` t a • \`. l T1 -EG 4° �/ UTIUTY 2. PVC PIPE: AWWA C900 CLASS 150; FITTINGS DUCTILE IRON ANSI A21.10.
3 ` \\,J` ``. \ `♦ \ IEMPORAR�Y� POLE
n +
�,r'♦SIu � \ / EE LINE 'Vol, _ - 12. 404 WETLANDS SURVEY PREPARED BY BRUNSWICK SURVEYING, INC. MARCH 8, 1991.
BRUNSWICK A44 %,. FQ+o ' VCr�ATIVE \v - EXISi1N� \ c \` / _ .�
COMMUNITY %`` 07 • ♦ SEE DELyIL�j�� I` = `\�"' / ' \ 3 -
COLLEGE �1to
1LP
,�`
4 I vl l W 2, wll I \ 3'-0" TYP
.c Z �PpRARY \ \\ l i �\� 32, \ W `♦ 1 L \ \� �/ l +yh�\ �'_'��� :? < - _ /Att-
Y SILT FENCE \ \ \ \ y 1� o v . �,,,, = = �I� ,. ` \ �a 3>� _ - - tzrTSF�"i1+ON -� o
���. .� \ j _ - �K INt_ET P NE _-/
/f / ^fa It I J2 EXISTING TREE Ll
•\ \ - / \ _
\ 1 . .r �•\ ♦ / �l b3�7VSA\N-�S DET \ ELBOW
�-
�UN�E RAW T�EMPORACl_ \ \ i� \/ p/p_JN/V1U44
ODS�t5IRE8I, I •h ♦ W �• \--rta�\-\-�•r \W o �\�o ,�\� �3,�,r 2 .0•p-,/P __ - _-j_p�-Tt-PtOAFR�FN_A__-��__ __ e -
45'
OO PO _ To BEND \
<M•-0
SILTNG�Z
i\ -15" V TEMPORARY SLOPE DRAIN
Tp)�FlNE GRADE \ y �.,�� TEMPORARY SLOPE DRAIN
CONTjfACTf7�? �LS AREA \y f- ` \\` TF7APOWY CHECK ROCK ` \ �.�1Ir�_�` ELBOW
AIND(SEEu/ ���27?- RIPRAP UI NIN ONTO
_ \ , /(� �Q,� -mac ♦ `__h \ BERM
'N $' \\ \ - / \ \ EXISTING CURB •�- - -/ ' EROSION CONTROL
s ��N - � � \ \ \ \\ \ I \ K\ =¢c ;aac c- TOE OF FILL 1 -0 2 -0 STONE (CLASS B)
l \ \ =cam
EXISTING CURBccccac VARIES
_ cc�cccc _ NCDOT 57 2'-0'• MIN
` EXISTING ASPHALT PARKING LOT
2:7 SLOPE
_ � � *�' \ • � � � / �' EXISTING ASPHALT � e• GATE VALVE
WASHED TONE
-� O \\\ ` ` - `\ . J \' \ MEW S. x R' REDUCER __ �_� ROW
O
N 4A \�\�•' -� \` 41 CONNECT TO EXISTING W,L 9, �
s e GRADE
R/R SPIKE IN � \ \\ 4° � o e Q @
POLE
(j OUTLET ELEVATION SECTION B-B
SOWER 46.07 S1 _
I DOST. F.M. NOT TO SCALE
. FG . , s e/ BRUNSWICK N I
e 3�, 3o G�� PG M:.r/ ; . COMMUNITY I
s COLLEGE Z a � I TEMPORARY SLOPE DRAIN ROCK INLET PROTECTION
EXIST. CURB k GUTTER < 1I NOT TO SCALE NOT TO SCALE
tRucT\Dd•'J�; TO BE REMOVED z z }
a, x
w 1
CM F- 2" _ N.C.D.O.T. TYPE 1-1 BITUMINOUS :;ONCRETE g \\
6" - N.C.D.O.T. AGGREGATE BASE COURSE
N
0
♦ •/♦� c
/// ` .11 ♦� iC/`♦ \ 42.1 4 ^_ D FG 41.14 G R A V E
/ a a ♦ Wes+ ! ♦ BI ` ♦ `♦\ C.O.
( " � �IP'50 4 27 FG a2o \ ♦ I \ . �- PUMP TANK
.r !^ i \ `♦ F U 7b.8\ P A R K I N G 11
\ \
404 WETLANDS A \ III < \ ♦\y \\ \\ /� /�o.
SEED VEGETATIVE SWALE WITH 80 LBS/ACRE COMMON TO REMAIN UNDISN €D \ �I: 0 ' \ \ 'b \ / •�'O
BERMUDAGRASS AND 14 LBS/ACRE REED CANARY GRASS.
MULCH WITH 4000 LBS/ACRE GRAIN STRAW OR JUTE OR
EXCELSIOR MATTING. TACK OR ANCHOR ALL MULCH/ > _ •2 1 6 -
MATTING MATERIALS. p,;,y� // / I 0 I `♦ \�`� P�\I CIE S ``♦ FGSO /
5WALL TO BE GRASSED
PER SEEDING SPECS.
5 ��`♦ JLU
1 2 8LU
rV
VEGETATNE 5WALE DETAIL
N.T.S.
NOTE: BASE BID FOR ROADS INCLUDES
GRADING, SUBGRADE COMPACTION,
AND COMPACTED ABC.
ALTERNATE BID INCLUDES BITUMINOUS
CONCRETE SURFACE COURSE.
A L\T F R N A T E BID
ARKING I
J FD 41.75� F. I I I I 1 1 \ \�G�♦♦
/ �I.
Ls2 I I I II , 1 \ \ EGA•, \ //
I E S I \ o.
I \ \
ALTERNATE BID r
BEGIN ST -ADD ASPHALT PAVING / - \ / ONE BASE COURSE ONLY - I I I t
END ASPHALT P BASE BID
AVING - BASE BID 1
+ FG 41.27
�,y FG 40 Q1 8'W
W ✓ , 1 \1 axm► to
DE
IW I \\ /,CI L 6 Fr \\ 7UPDRARY-./ I
SI\TFENCE
\ 1
404 WETLANDS AREA y 4t.co ` _ _ ' `tPJ�__T.- ` TO
TO REMAIN UNDISTURBED T OpC 'ti• 1 \ �/ W �
v�
TEMPORARY R\
I
SILT CHECK DAM\\
W 4 I \ •.
•. I �•<.I-- W .�\ Gip\` \�
a•9• . W W\�W I� a 1 \\ E\ \
W W V W ♦ V' Y 'Y � \
L- COMPACTED SUBGRADE
TYPICAL SECTION - PARKING AREA
NOT TO SCALE
t 1'
WI GRASS
SHOULDER
_I I
1/2
/4 FT.
�) I
11'
1 4' : FT.
TYPICAL__ I'CIAD SECTION
NOT TO SCALE
6'
GRASS / ;Z
SHOULDER I Z
� I�
W
I�
Ia
3" - N.C.D.O.T. TYPE 1-1 BITUMINOUS CONCRETE I o
8" - N.C.D.O.T. AGGREGATE BASE COURSE 18
BAKFILL 1
I I I
I 1
3
COMPACTED SUBGRADE I I I
g• 6' .
CLASSROOM LAB 1
OFFICE BUILDING SHOULDER
I I GRASS
S
w HOULCER �1,=
1 1/2 FT FT 'C
2 FT
I I
TYPICAL R JAD SECTION
c'TA. 01-R5 TO STA. 8+75
NOT TO SCALE
nnllt\`k%Y
REVISIONS _
DATE
COMMENTS
PHASE
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PRINCIPAL: CH.3
PROJECT ARCM-ECT:KM
DESIGNED BY: J_=
rB/RDL
DRAWN BY
CT8
CHECKED BY:
RDL
PROJECT NUME
R: 8967
CADD FILE XXX'- XXX.DC3
SHEET NUMBEF:
C�
JF
DATE:
April I - 9 1

6"
6"
6"
FIN. GRADE a 45.0
-L
BACKFILL
1 1 /2" X 1 1 /2" TEE -
COMPACTED -�
EARTHEN DAM I
/2' PVC
PION LATERAL
8' X B' X 1 1 /2' TEE
8" SCH. 40 PVC SUPPLY PIPE
TYPICAL SECTION
DISTRIBUTION LATERAL
I
A-
NOT TO SCALE
12"
(TYPICAL)
DISTRIBUTION LATERAL
NOT TO SCALE
CLEANC
0
Li 2" SCREENED VENT
s TOP ELEV .a 39.50
_JUNCTION 6ojC '
3-3/4• C TO a n i I�
—CONTROL PANEL �/-3' O.Sk Y IVALVE
TO
DRAINFIELD
�- 3' CHECK VALVE
8" FORCE MAIN �—
40
8" X 3" REDUCER 6".
FLOAT SUPPORT CHAIN PVC O 1.00%
INV.- 35.00
o
I
8" 20' -Cr 4' -0"
HIGH LEVEL ALARM ELEV.- 29.60 A
LAG PUMP ON ELEV.=28.20 0
PUMP ON ELEV.- 26.60
PUMP OFF ELEV.- OFF ELEV.= 25.00�
8' TEE EL. 35.05 8"
12"
6' C.I.
SWEEP "o INV.-
35.05 I
N 11.- 6"
8' SCH. 40 PVC
1 SANITARY LATERAL
FROM BUILDING
50 WEIGHT6' CRpUT BOTTOM ELEV. a
BOTTOM ELEV. a 25.17
23.67 8' GRAVEL BASE
f 6• `RAVEL BASE SEPTIC TANK — 8000 GAL. CAPACITY
PUMP TANK — 15,000 GAL. CAPACITY
SECTION ,A- A
ELECTRICAL NOTES:
2#12, 1 #12G, 3/4" C.
NEMA - 3R ENCLOSURE, LOCKABLE
QB DUPLEX CONVENIENCE RECEPTACLE. Gn
CONTROL PANEL FURNISHED BY PUMP MANUFACTURER
I
I Op AUDIBLE -VISIBLE HIGH-LEVEL ALARM WITH HORN, FURNISHED BY
I
I PUMP MANUFACTURER.
I
©
I
I
q_
I QE ALL CONTROL WIRING TO BE FURNISHED WY PUMP MANUFACTURER.
I
I DISCONNECT SWITCH, SERVICE ENTRANCE RATED, 60A/3P, W/50AF.
3#4, 1 #8G, 1 1 /4" C
3/4" EMPTY CONDUIT
I
UNDERGROUND SERVICE L__ _
______________
_ _
I
J
JUNCTION BOX ,
FROM BUILDING
(FURNISHED BY PUMP MANUFACTURER)
#8 BARE
CU. GIRD.
CADWELD
CABLE FURNISHED BY MANUFACTURER
3/4' X 10'
GRID. ROD
MERCURY TILT SWITCH
3#10. 1 #1 OG, 3/4" C.
(1) N.O. & (1) N.C. CONTACT.
p p
SWITCH SHALL BE COMPLETE
PUMP
CABLE BY
'MANUFACTURER
WITH A 50', 3/C CABLE
PUMP
INTERNALLY CONNECTED TO
SWITCH CONTACTS, 120 VOLTS.
PUMPS:
5 HP, 30,
208V
,
POWER
RISER
DETAIL
MOT TO SCALE
I
0
0
n
0
0
A TO
DRAWFIELD
I
, I
I
6' FORCE MAIN
8' X 3' REDUCER
I
NOTE: 8.000 GALLON SEPTIC TANK AND 15,000 GALLON
WETWELL TANK SHALL BE MANUFACTURED BY
STAY -RIGHT TANK CO.,INC., OR TYNDALL CONCRETE
PRODUCTS, INC., OR APPROVED EQUAL. EXACT
DIMENSIONS OF TANKS MAY VARY FOR EACH
MANUFACTURER.
38' -2"
, 80, V -0" , 8",
PUMP TANK
11' -6"
3' -6" 8^
SCH. 40 PVC
L__J
PLAN
PUMP STATION DETAIL
NOT TO SCALE
I
I
SEPTIC TANK
SECTION B-B
A}
J
r- - - - - - - - - - - --------------�
I I
I I I
I I
R E P A I R A R E A
( D O N 0 T C L E A R)
I I I I I
I I
I I I I
I I
L I M I T S O F C L E A R I N G
o----- ------ --� -- -_j
Q I 50' 75' 75' \ \
o I a
W +45.0 i . C.O. ✓ \�
45.0
— — — — — — — — — — — --�_----- C --��� Q c)
----_ --_---—--.---�—
----------- . I \ o \ \
NITRIFICATION FIELD —�
SCH. 40 PVC DISTRIBUTION LATERAL (TYP.)
—g o SEE DETAIL THIS SHEET I / \
/ — — — — — — — — — — y — — _ N /
i �------- 1 oN \`
-- — — — — — — — — — — — ---------4-- n
-1- -+CD
, -Ar 1 1
0-----------— — — — — — — ---
' �— — — — — — — — — — —
45.0+
r � ---
/ I I +45,0 6' X 6' REDUCER
' C.o.
C.O. 6" FORCE MAIN
r z
v z F
a
L I M I T S O F C L E A R IN G w CL
O �
a
)unnnurr
o ��.%``Q;�H Cg9p'�
E
NITRIFICATION FIELD DETAIL
SEE SHEET C1 FOR l
SCALE: i' a 20' SEPTIC TANK AND F Q;
PUMP TANK LOCATION.
D<1N1F�
REVISIONS
DATE
COMMENTS
PHASES
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PRINCIPAL: CHB
PROJECT ARCHITECT. -KM
DESIGNED BY: CTB/RDL
DRAWN
BY:
CTS
CHECKED BY:
RDL
PROJECT NUMBER:8967
CADD FILE: XXXXXXX.DC3
SHEET
NUMBER:
C 2
OF
DATE:
April 5. 1991
0
M

607 MILK -(EXTRA SWNGTH FABRIC) �'• —. VARIABLE 8'0" MAX J.O.• MAX
(STANDARD STRENGTH ���-------JJJ'
WIRE FENCE (14 YIN) (STAND 3 1 MIRED END SECTION '/4"
MTN 6.69AMCSSN . m —� F7 CONTINUOUS
O C COPING REVISION T
A .. � DATE COMMENTS
0 o O O c STORM DRAM
A A. 8a. u�� o OO SEE SHEET Ct FOR SIZE
as o e
ea a. Q s
I— - opo o p N.C.D.O.T. CLASS I RIPRAP
00^ (MIN. 12^ THICK) '
11T � 1L;, TiTI ITC OaS 0 �o oo6p�p � oo SECTION a
Q�
•• • : CATCH BASIN Qom 3f4wC[MEPL NTSTER 3/4"CEMENT PLASTER T �­xtexte to Y
rid
ELEVATION 2 0�000onva�Op o �� p�Qoo L=3xHSTEPS 1
STEEL POS15 OR _ "CJ"' Uaoo�
W000 OR STEEL POST Y+4' WOOD POSTS - o��w""""a o� o �OQ oaoQ�oc�'�[q�1O W 8" luJ a •n
- 3'LONG(MINIMUM) • �i10 `4
OQo00` 0
aAcxnLL WITH FILTER FABRIC
E 33 MINIMUM S a)i I I -4E • a
]l TRICK LAYER 1y. - I- j;.L.ASSA;'
b b OF GRAVEL PLAN m OUTLET PIPE
in
' _ � PLAN —SECTION B-B-- FILTER FABRIC
_ SPILLWAY—W MIN.J..ONC`PLAN VIEW
u - - 6'D' MAY , I N.C.D.O.T. CLASS I♦• 0
- Er TEND iAaRIC ANO V-TRENCH STORM DRAIN
wKeE Wro TRENCH / /2 3 STREAM WIDTH f �� I RIPRAP
ANoaACKr3LL `\i,.SPILLWAY
BELOWLLEVEL
I s•MAX ExIjTING � �OF LOWEST BANK SECTION A -A
EMBEDMENT AND POST DETAIL GROUND ` MINIMUM AVERAGE WE16HT
i)vi/� �i,/v Ai/. [. •.,� iA,: vCvv'Vv p�'c��o NOTE: FRAME 9 GRATE TO FRAME 195 LBS.
DEWEY BROS. N0. CH-BN-3A
GENERAL NOTES, �\�\/ i`%`e">/ii\/T/ `00 oy.Ln PLAN BE STANDARD CITY OF
\\ \ \ ii..i.,. oe o 00 Q o o L W GRATE 145 LBS.
•.. % go oo QO rY o 8 WILMINGT014 CAST IRON Q
WIRE SHALL BE A MINIMUM OF 32 INCHES �\,�\ "\ O (Qoj C y O p •. •. '•':' • • '.
6.16" MESH SPACINGBE A �MUM OF 14 GAUGE WITH. `` i. • . \ oo Op0 0o po it y .3A
�- p„ o o `�jO o o as H :.�• �:'. s FRAME 8 GRATE DEWEY
FILLER FABRIC SHALL BE A MIMIMUY OF JG C. 4• ExrENO FA8P'C U��Qoos BROS. NO CN-BN.
wro TRENCH O D" ���`b8 epos o oa oa o �`. E J (SEE so- 68)
IN WIDTH AND SHALL BE FASTENED AOEOUATELY o u Qo •' :< t'-
AND BACKFILL o 0
TO THE WIRE AND DR POST IN ACCORDANCE vnTH 0 n noo oOo oo cp �Oo 1 z" MIN. FLARED END SECTION '* •_ Y� 2'-0 U'•
/� S Q W
MANUFACTURE RECOMMENDATION. O(7ry�'p��OQ <�oa �� oaa 18" MAX. NOT TO SCALE A, „w- - A 1-11
STEEL POSTS SHALL BE 4'0­ IN HEIGHT AND BE Y u++ V VV�o l— �E`� -
OF THE SELF FASTENER ANGLE STEEL TYPE. CATCH BASIN SECTION A —A I „„ OUTLET APE J 'r Ift
WOOD POSTS SHALL BE A MINIMUM OF 4'0' IN �` , —j_ I I I
HEIGHT AND Jr OR MORE IN DIAMETER. WIRE FABRIC SECTION A —A P, SHALLBE
THAN FASTENED 0 WOODEN POIRE STAKES 1 STWITHNOT TEMPORARY FILTER INLET m
d in PUaiER CONNECTN7N ��
TEMPORARY SILT FENCE N°' !° s ALE 2' rnlrv.' SPILLWAY SHALL BE FACE TO CENTER LINE 2-Zln" NOSE Nozzl[s
I�'li V MIN. BELOW LEVEL OF STREET y, O
NOT TO SCALE
OF LOWEST BANK x
eyrt ' �.'.��`:•::�1''.*.•.':'.:i, SECTION A -A— J
Q e� WORD"WATER" ON COVER 3 ' A HYDRANT TO HAVE BREAK I 4=0• I DETAILS OF GRILL = O
p H SECTION OR REMOVABLE �-
L 00 S BARREL.
0
opo q,00 BURY LINE PLAN GRILSTANDARD
C TCH BASIN BASIN CASTINGS a
12" MIN. 0 op oa p o0 0
ta" MAX. ��� 0Q0�Od oOoo� DETAIL
O pM M'DRANTS SHALL W.
SECTION B—B , 1/UELLER LOT
c.I,vALV[ Box -� FNISH AS GRADED 0
o MUELLER CENTURION MARKED:
/ / o TEMPORARY ROCK SILT CHECK DAM GATE VALVE TO SOl£6' a SANITARY EEWER IBM
TURN RIGHT TO OPEN I DARLING 9-50-s OUIK-FIX 2-0 STD. CITY OF WILMINGTON STORM DRAIN
30 M.M. COVER. SEE DETAIL AS REQUIRED O
0 50' MIN NOT T'O SCALE 2 SHEET SO-04
DRAIN I TOP OF COVER ♦ '
W4" CEMENT PLASTER _V Z
18' t MAX. CORBEL I" PER w
"LK + « + J COURSE j
ZS CCC/ r- ' CH m J
o goo OO 2O a:.
o0 4" WIDE WHITE PAINTED STRIPING •. q•:o.� g STEPS A A
" o
0 0 0 J O V BOTTOM OF COVER Q
NO291 ASSEMBLY DETAIL CONC. PAD
• o ��lj u ° SHEET NO. SD -IAA FOR
o o w JOINT RESTRAINT REQUIRED W
Z w TYPICAL PARKING SPACE n B" 4=0"
0 m H
6. 0 W I NOTE:
RING 1%
„ ¢ MACHINED COVER
AS 13E
STANDARD a PLAN INSURE EVEN SO SHALLSURFACES BEARING
L' P(E , OF COVER ON RING.
0,
zo' MIN HYDRANT DETAIL < 2' 1I/4" N Y h
pit' • ?•'� i� i'-11 I/2It y h m
na
GO TYPE R7-8 I _I.•q.;�c _ �"• CIto
I I
• SIGN ;n
0 TY►E RT•S as
y16N ,' '� o a on
m APPROVBP fOR UbE �-------"-...--...
TEMPORARY GRAVEL CONSTRUCTION GNP" 6.5.go- $I.a
ENTRANCE/EXIT SECTION °a -a" K
RESERVED �A - IO - DEWEY BROSNO MM-RCR-2001 (� d h
v R
� _� U2'D
NOT 70 SCALE 7"3T A9TWIt ftIgATO �/ \i 2�-91K"0
" eN,A f %T, 'Na {MILPINO PARKING d f
ELEVATION /� PAtt•♦ �w'YAI
ANY OUNTI ( SECTION "A— A' w m
CROWN ICIARV MPNNTINO
' Crown of tree is needed fcr lest grow". EXISTING TREE CANOPY su teACE, r. I c m
PARKING SPACE DETAIL
\o HE{Itr TO E,o'tTL+M OP sleN WKBN i •. _ t
i iAe lenut1f.1 " N
[o roduce oxygen, Alter c]e air, reduce I I � 01 �
\ tin-., mitten no Fe. dim y
�� Avre<ro•,n vicx WA•K POE4 NOT PA990YpR ( I �! Re
Y' PCDit �TRMVd PATH fROM GAR fi7
Ali en+ca.wa:V. Do not: -.Teti N.T-S. I:
iseet.itiv Dt•,m"I UNDER THfi 916N. - • / i'
1 I STANDARD H En i
C
I MINIMUM WEIGHTS. MANHOLE RING p
FAll trees to be saved \ C
PLAN VIEW ME R'he DISH APFRoviO POR 0 / o 0
STANDARD
within effected area ♦ RIND I90 LBS, 8 COVER
// need to be protected USE UNOE+[ t$.6 10-DT,6 6 /� STORM DRAIN COVER 120 LBS. V i
/ NEW PARKING prior to and during
DRIPLINE—+ �'/� : construction.
I r� in., line ; , �� � MANHOLE < �,
a r i j�%%/
-.treed,; it
to rr.• .y W4 mC TKIµ ?AP•M Ml PP VON WHEN — ���
eacendins our mrna Protective barrier
Ir q �
P1TaW CAR TO WALK
I PADD64 GY OR UNDER THE SIGN i
tf Ds of inn oacersosc should not be removed hLAN
Cyv¢nes• until construction is RT.B L►A
Complete. vas n»+ovee •oa usY
7gUCTURAL ROOT$ or+ct a.. n+rwe one
! Structuui Roots locdte: near Case of ,, _ COLORS
/ truck ere needed co s:.e Scrport W - LEGEND AND BORDER - GREEN
ca•:re tre. It ceaDve:, tee can fell WHITE SYMBOL ON BLUE BACKGROUND
and datog, property. See No,.. 3. - BACKGROUND - WHITE
PROTECTIVE BARRIER M AREA TO BE PROTECTED D.+—PARKIN* LOTS
FEEDER ROOTS Stako 3 feet r ns height TYPE Rl•b PAR K'NG S16N APPROV D fOR
clove krata. :ce b:.e 1.
Feeder Aares are located n "DriDiine" � UD! UNDER OENlRAL 9ATU"'E 20- DT. O
of tree end pro.i4e tree with weiscure
�. RcIN6 NOTE: AES(NNIN'S :ANLARY I, 1961 ALL ACCE4SISLE
and nutrients. See vote 2. HQ'aN. Pf { 1•/ RE•J{RVlP MRKrN6 {11Ny PARKING SPACES ''NC6uOWs TNOBE SPACES
1" INV. = 33.00 TOP OF BERM ELEV. = 37.00
A5 PRESCOJO O BY THIS N C P{R1RTA{NT OF 24" INV. = 32.75
TRANbPORTATION MANUAL ON UNIWoK _XISTINd, ACOR TO „u:� 1, (11711) SHALL CE
T2AFFIC CONTROL PEVICEO, 5ECfION IA•2� REdUW ftO Dv GENERAL 9 ATUTE TO BE 10 YR. H,W. L. TRASH RACK E
I2*.NTIPIED ay AN R'•6 oR RT•6a •.AON•-------- L — —----------------- SLOP
TREE PROTECTION DURING CONSTRUCTION DART ]r ELEV. = 36.07 ,f i
3 .
1. Clearly mark the trees to be saved prior to construction and erect a TOP OF RISER
protective barrier at the dripline. A protective barrier should pre- EXISTING TREE >
vent damage from occuring during construction. Damaging the bark with ELEV. = 35.00 -`
construction equipment, lawnmowers, or anything else is prohibited. C
2, Do Got compact soil beneath trees. No vehicle shall be allowed to park A.=' ' ''1. : ' 1" PVC PIPE 24 CMP OUTFACE
NORMAL POOL —\ +r On
tinder trees, nor heavy materials stored beneath trees. Results of com-
paction cause water and air not to reach the roots and the tree will die. `'L} ^ ELEV. = 33.00 = U V Of
"Feeding roots" occur well away from the base of the tree to the edge of �' Re-route new sidewalks around 12" "' L
the overhead branch canopy. • �- e ° exposed root area to avoid " � I
• e cutting roots. New walk - 36" CMP RISER �, O .--
.,. Avoid cutting of large structural roots located near the base of the �. alignment can follow curved / w a 04 r- In z
trunk. These are essential in supporting the tree and holding it up- ' ( or straight lines. SCOPE CLASS A" p O ..
right in high winds. Removal of these roots along one side is often .'.W l CONCRETE O L
BOTTOM OF POND 3 NOTE: L NT ..
done because of a walk, paving, or building which is being constructed. e n „ e- O
36 CMP RISER WITH 24 = °' O3
ELEV. 29.00 Lo % C O W
OUTFALL TO BE FABRICATED
k. +.void cut and fill .within diameter of tree crown during excavation. � BOTTOM OF RISER = •�• NEW SIDEWALK
LO
5. If 252 or more of toot zone must be destroyed during construction, tree I ,WRAP OPENING OF ORIFICE ELEV. = 29.00 PIPE MANUFACTURER. U
will net be counted towards the minimum number required per acre. PIPE W71-4 HARDWARE CLOTH Of
(See Section 19-173 of City Code) (SCREEN), SECURE WITH SECTION A —A a
STAINLESS STEEL CLAMP. )-
O w
C 0
— f DO
24" INV. = 32.75 � m
FABRICATED METAL TRASH RACK C o m
1" INV. = 33.00 MAX. OPENING 3" X 3" 0 c3 m
1" PVC PIPE 36" CMP RISER O .tJ O •'
0 0))
A A w n C
0
24" CMP OUTFALL O Jt+ N p to
1' INV. = 33.00 0 0 c ^
O p
PLAN
PRINCIPAL: CHB
a PROJECT ARCHITECT: KMP
1 "
OUTLET CONTROL STRUCTURE DESIGNED BY:
NOT TO SCALE DRAWN BY:
CHECKED BY:
' � re.,aluleelererss
PROJECT NUMBER: 8967
�a\UoQ��FSs/� s oo CADD FILE:
• x �$EAL a°�N
I s a - 534 SHEET NUMBER:
l GI
p. Ad
A I11 OF
• pl.
DATE:
April 5, 1991
R -