SW8990940_APPROVED PLANS_19991216

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 4'avgzya
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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IS NA ENVIRONMENTAL R ^ SG n
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DIVISION OF WATER QUALITY - V) a lu
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SLormWata' Permit No.
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GENERAL NOTES: z w o
�'1� a 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY w � a
' r 69 p $ 9 "RN 1 Z. c l PERFORMED BY:
\ rn. 9 10 \ 2t ,t r } E THE JOHN R. McADAMS COMPANY, INC. `f"�f "f
lj�Pl it 5'R 10 \ . POST OFFICE BOX 14005 ¢f A .,
5 \ „; RESEARCH TRIANGLE PARK, NO 27709 O Otis
E.LP A 17 8'R �t1 Q I'
Ai 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AL\ 5 5'R \ AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF O2g50t q�
1C1 20 0\ 1, UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. r
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V � 1 12 Sp P P p,G 20 Cp. A ®
g ' S O , 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL STATE '�. pp,,,, a�
19 10 ,%t' G �,
\ ® 6 7 (5> \ AND LOCAL CODES.
\ 3'R 8A 12 6 \ 20 17 on\ \ \ 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED v>
6 w. ^ 2 \ TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
\ \ RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN w
TRAICI' 1 V A A 2 20 o "�\ A �� HEREON BEFORE BEGINNING CONSTRUCTION.
3'R Y t"9LSON� t] S\(N \\ 10'R ° ?�\ 12 , S. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES U
T(7T AREA AND R.O.W.'S, PUBLIC OR PRIVATE PRIOR TO WORKING IN THESE AREAS.\� ®\ s O �,
REM LAiN G FE 10'R o V �70
6. COi4TRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
J �Y?a' 2a `n-o �N \ `\ 't SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.�'.
\ z
10
\ \ \ \ N 17 \ \8 \_ 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN N
\ 7 12 UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY.
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8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL �
NO \NO \ " \ DUE TO CONSTRUCTION OPERATIONS.
R 9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
5'R \ it DISTORTION. A
\� t3 2.5'R \ 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
11. THE G.C. SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN Z" W
\ 2 $ \ �! AT ALL TIMES. ►-+ E- O
1O'R PK NAIL 6
\ 23 9 SET 12. G.( WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE. PER OWNER'S U
\ 13 20�� S" CIFICATIONS OR COORDINATE WITH SIGNAGE CONTRACTOR. II
3 0'R O
IO'R ''fi` to 13. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE a" 0z n
to ' U`;LESS NOTED DIFFERENT ON PLAN. Q E" z
PROPOSED PROPERTY- \ \ nX 1A hr' 14. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE. �
LINE � � � a
\ 22 0p / t9 r" ' 15. AL!_ STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE W C )
\ 5• 2 5 DPAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY �i A
\� MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
\ 2� o0 1 23 j 3 ,/� 12 t 1" \N 15'R J ACCORDANCE WITH THE SPECIFICATIONS.
1 � "�--14
\ g� �. N 17 9�p gip' '- 16. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL z
\0 16,. -
\yc n DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, �p
\ vF t5'R u oo. _ '; CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
\ PROPOSED PROPERTY DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
\\70 15 3g� l LINE ;. REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
\ Z`\
17. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND
\� 17 5'R / SHALL CONFORM TO NCDOT.
\ 19 r fr
2 A18 i 18. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
\ 111 1 O - `'� r--`' BJILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT
10 f r" fJ (F' AVAILABLE).
1
19. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO I `
PK IL 'J ItOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR U SE O�Vf�l
! A COMPLETE AND WORKING SYSTEM. r-1
,r 20. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE N
\ •• '^ EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
}�� f SITE CONSTRUCTION NOTES AND DETAILS GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE J
„ TRANSMITTAL LETTER TO THE ENGINEER. QI
O CATCH CURB AND GUTTER PER DETAIL SHEET
-" A 2'-6" CURB AND GUTTER PER DETAIL SHEET 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE (3f
= CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
y' 2 SPILL CURB AND GUTTER PER DETAIL SHEET BIZ z (S�
' O SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS V
CONSTRUCT CONCRETE WALK PER DETAIL SHEET SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. rF�1
O CONSTRUCT CONCRETE H.C. RAMP PER DETAIL SHEET
22. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
O PAINT H.C. SYMBOL PER DETAIL SHEET ' l
© INSTALL H.C. SIGN (MT. ON BUILDING) PER DETAIL SHEET 23• CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
SITE/UTILITY LEGEND GRADING/EROSION CONTROL O TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET OCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE O
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
8O STANDARD TASPHALT PAVVEMcENT PER
coDETAIL SHEET R EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
LEGEND 4644 FROM CLAIMS
THE P ESENCE DAMAGES
SUCH EXTRA
P PE OTHERCOMPENSATION
TRUCTIONS OR FROM ANY DELAYDUECONTRACTORTO
PROPOSED PROPOSED
0 PROPOSED PROPOSED SITE DATA FEMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
� WATERLINE O9 CONSTRUCT DUMPSTER PAD PER DETAIL SHEET
HANDICAP RAMP FLAPED END SECTION - - -�-T-r- STORM PIPE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "NORTH CAROLINA ONE CALL"
SANITARY SEWER CATCH BASIN 1. SITE ADDRESS: N.C. HIGHWAY 211 t0 NOSE DOWN CURB IOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
SF SILT PENCE
Cn FIRE HYDRANT ASSEMBLY JUNCTION BOX 2. DEVELOPER: ROSS-CIVELLO DEVELOPMENTS, INC. O CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
■ Tp TREE PROTECTION it PAINT 4" WIDE WHITE STRIPES ® 45' 2'-0" O.C.
GAS LINE 2522S TRI-CENTER BLVD.
o U 0 WATER METER STORM MANHOLE X FENCE LINE
m UNDERGROUND ELECTRIC Q DURHAM, NORTH CAROLINA 12 PAINT 4" WIDE WHITE STRIPE 24. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
DE OVERHEAD ELECTRIC ►� WATER VALVE • • • • •LDf LIMITS OF DISTURBANCE PHONE: [phone]
T TELEPHONE LINE METER & VAULT INLETPROTECTION , PHONE: [phone] 13 4" STEEL PIPE BOLLARD PER DETAIL SHEET 25. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
CLEARING LIMITS CONTACT: JERRY ROOT "
X © BACKFLOW PREVENTER DRAIrAGE FLOW ARROW 14 MATCH EXISTING CURB & GUTTER FENCE LINE PROPERTY LINE
4 REDUCER 26. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS
I PHASE LINE + XAX PROPOSED SPOT ELEVATION RIGHT-OF-WAY LINE 3. USE: DRUG STORE 15 REMOVE EXISTING CURB AND GUTTER
o ►� BLOW-OFF O AOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND PROJECT No. KER-99040
PROPERTY LANE • � PROPLSED SPILL CURB EASEMENT LINE 4. ZONING: C-2 16 CONC. PAD PER DETAIL SHEET .\T ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS.
RIGHT-OF-WAY LINE SANITARY SEWER MANHOLE
� XXX.XX 25 CONTOUR
EASEMENT LINE • SEWER CLEAN-OUT XXX.XX TOP b BOTTOM 5. TAX MAP NO.: DB 323, PAGE 62 17 TRAFFIC ARROWS PER DETAIL SHEET FILENAME:. KER9904S
CURB ELEVATIONS 27. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES.
CONSTRUCTION ENTRANCE DB 601, PAGE 185
CENTERLINE * YARD LAGHTS MR= 18 "DO NOT ENTER' SIGNAGEi E C E I V E c1MEcxED ar:
25o CONTOUR • SAND FILTER 6. SITE AREA: 1.11 ACRE (48,436 SQ. FT.) I.{ I PRINT DATE
is
LIGHT POLE - • • • • • • • • - WATERSHED BOUNDARY 19 STOP SIGN PER NCDOT DRAWN BY:
oCONSTRUCTION ENTRANCE HANDICAP SYMBOL SEDIMENT CHAMBER 7. WATER: CITY OF SOUTHPORT PUBLIC WORKS �: NOV 2 6 1999 ,J NOV 2 4 1999 ! JES
m 20 WHEEL STOP PER DETAIL SHEET
TRAFFIC DIRECTIONAL ARROW 8. SEWER: CITY OF SOUTHPORT PUBLIC WORKS GRAPHIC SCALE SCE` i"=20'
CONCRETE PROPOSED SPOT ELEVATION SAN[ CHAMBER 21 IDENTIFICATION SIGN (SEE ARCH. DETAILS) FRO .�c.� `f`(Ool ¢U John R. McAdams Company
9. BUILDING AREA/NO. OF STORIES: 9,949 S.F. / ONE STORY i --- a- to zo �o eo DATE'
o PROPOSED SPILL CURB 2Q CONSTRUCT CONCRETE H.C. RAMP (DEPRESSED) PER DETAIL SHEET 7-20-99'
v 10. PARKING REQUIRED: 34 SPACES (1 PER 300 SO. FT.)
PAINT STRIPING NOTE: 23 UNDERGROUND SAND FILTER PER DETAIL SHEET SHEET No. _
HEAVY DUTY PAVEMENT BASED UPON FELS INVESTIGATIONS THERE ARE NO WETLANDS LOCATED 11. PARKING PROVIDED: 46 SPACES (INCLUDES 4 HANDICAP) ( III FEET )
i ON THE SUBJECT PROPERTY. 12. IMPERVIOUS AREA: 38,821 S.F. 24 TRENCH DRAIN 1 inch = 20 ft
3 M, ADAMS
FIVAL DESIGN - NOT RI;LEABh:U FOR CONSTRUCTION
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TEMPORARY
VICINITY MAP
CONSTRUCTION 1w1
? ✓ G 2p y tea ENTRANCE (n.t.S.) FLI LU E- �'
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24.50 n,
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8 1 .., CONSTRUCTION SEQUENCE0.0
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X �.. � �„ ,,�' �- •1J0 YP II\„�� � „� o�b � ,;1 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
24.50 COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND t�! ' l� onl o i�
24.00 � , �o o + c I' n _ ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. w 4��
✓'�� S4 E� n\ olio �Y
V ✓ 41 � •,• r 4
SPILLING CUR (TYP.) (TO BE REMOVED) ° SoQ� p4,50 7 1 .i� 1. CONSTRUCT CONSTRUCTION ENTRANCE PAD.
5 CONCRETE� S 41 - 2. INSTALL SILT FENCE, DETENTION/SILT BASIN do SEDIMENT TRAP AS SHOWN ON PLANS. '
+ � x 22.00 UtdL.Ft L SIGN
\ 24.00 'it Lt 3. INSTALL STORM DRAINAGE. 4501
v M
FOP2.50
f f
�` r 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS.
` 5. INSTALL INLET PROTECTION ON STORM INLETS. ', `�'G1N6ti�
2 23.0 23.90
6. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE. �y
22.50 23,40 + v '?
22.00 g0 7. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA. `#70; ""
V I \ _,. 8. CONSTRUCT BUILDING.
'*+������
\ r o '_i]I.00 \ pA#5 +� ^a i 1,%t 9. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
�\ E.I,P� 1 / 22.5 \ =0.25 AC. p +, 1C 10. FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES. F
24.25 24.50 r y '+ m L? `t, t \ 1: 11. FINE GRADE AND SEED OR SOD DISTURBED AREAS.
24.30 23.75 24.00\ C ; \ 12. REMOVE ALL EROSION CONTROL STRUCTURES.`"'... +`t1 13. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE.
EXISTING YI TO - T 23.90
\\ BE REMOVED AND \ 23.40 ii f
23.5 \ REPLACED W/ JUNCTION }a '
JUNCTION BOX\ \ 23.00 r" 23.75 INV= 18.3 24.30 1 1 i
\ I 22.50 f 23.25 Y I �'� �. 2 :$0RIM 21,4 D 4#1 \\� ;
=0.28 AC. / . ' z rtfl
TR `L T ti. \\ \ sq DA,#4 t I, IN 1 L1.d KE ' T
`Y\mL "0� w NS�INC 1 =0.04 AC. M 24.25 N U d TAL A. yV �+
�,n I ti z3 7s - 23.0 \1i EROSION CONTROL NOTES w
A M1 \ \. y z3.00 A .�f 48, sc 1 1 , 1
47 cre \ \ 22.50 r .. 1>11 (acres i+ !
Mi G RE \\ f \. 3 \ l \i ;++ + ' i 1) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
�p�� \ 4 cy �. . �j\\ ? \+• ` t\ t+,isp ` TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
• +?.� `i •t; +�, t` t.x'•'✓1' ' REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION
M. q'\
SHALL BE APPLIED IN SEVEN DAYS TO DENUDED AREAS THAT MAY 'J
NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT UNDISTURBED q
\ 162LF, 24" RCP a + \ 1 i ( )
'\'+ FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE Pa'
TO BE REMOVED f 3 _ +;`i�o++ i i APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN C
�� 11 0 #2 cg 23.40 ff
V e1; 'l i \ ONE YEAR. V P4 Z
_ 1 06 AC. 9tCa22.90i 2) ALL CUT AND FILL SLOPES CHANNELSIDE SLOPES WHICH ARE NOT TO I-+ E'"� C
f i 23 50 1 EX, �.'' � \ ' t` +. ' \t, BE PAVED SHALL BE SEEDED SEEDED UNTIL A GOOD STAND OF GRASS Z w
'yt 23.30 RIM :.5` 23.10 !i \� '+ `� '` IS OBTAINED IN ACCORDANCE WITH: W U
23.00. �'
22.80 NV IN 1a.- 22.60 1 \ i+, A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR U �'
C ,Ai ! ; A 0r" G1
ow ff 27F1 EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ..
23.50 JV UT 1i.3' rl I :rd LI' \; ; ESTABLISHMENT.
i•
22.90 1 INV iI 1 +,.'' B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 O
22.40 " EX. YI TO BE ' r ` (� Z
1 era I�. 1
_ y I w' + SQUARE FOOT.
1 0 23 A#3 22.70 �� REMOVED AND / 1 ;r, ,;T 1 .9'
*' 23.10 C. VARIETIES TO BE SEEDED:
8 ? 22.60 =0.23 AC. 22.20 ti `' REPLACED WXsI % 1. SPRING SEEDING - MARCH - APRIL , SPRING OATS 2.5 a'i P
JUNCTION BO
f D G M RC 1 30
23.25 2 /y � •` PK NAIL `5 LBS. PER 1,000 SQUARE FOOT.
22.75 1 SET 2. SUMMER SEEDING - MAY 1 - AUGUST 1• WEEPING LOVE
GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL
23.10 p�IBti ' OF SAWDUST FOR UNIFORM SEEDING. A
- N 1 22.00 ! 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL
-"` 23J0 1 24.00 a �2.50 r`
22.95 1 ) t GH 1 / SEEDING WILL BE MULCHED. a
22.45 11 1 1 YM 23.20 W
Q3 Dioa •(O r�0 ; 22.70 $ 3) TOWN ENGINEER AND OTHER INTERESTED AGENCIES SHALL MAKE A
\ CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE
�i OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN
1 SkP� 23.00 \ ( APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
" BY THE APPROVING AUTHORITY OF ON SITE INSPECTION INDICATED
i \ y THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN
23.75 \ /� 1 CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF
i�`•. CHANGED CIRCUMSTANCES. THE APPROVED PLAN CANNOT BE CARRIED
9 24.50 /' e ', OUT.
\ \ 24.00 N
DA 1 o 9,6 / 4) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL
24.25 =0.0 AC / f �.. - UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
11 23.75 1 23.50 ° t t
�.�'*'J,. If 5) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL"
N 23.00 ��/ 2'� f�� t � \.� ANY EXCAVATION OR UTILITY WORK (1-800-632-4949).
�..
1 O -''C: NI� 't 1 " �� 6) EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, a
kC" aT ' SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT
© 23.25
222.7755 y ENTER STORM DRAINAGE FACILITIES. O
''' . -'" �-
1 � � � � ,cat_ •,r-"` ;t '\ � 7) PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE
r KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY
0.
VEHICULAR TRAFFIC OR RUNOFF. N
t
►>1 O
~' '�"•"" w_ - -"'� 8) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA iPK AIL '• =" ` THE CONSTRUCTION ENTRANCES. zSET 4 9) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE O
\ �zl eA UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO r--� H
P, r THE TRENCH. z 0N r 10) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND 1..4 µj
\�� \ CONSTRUCTION IS 1.1 ACRES. Fri
GRADING/EROSION CONTROL r �
LEGEND
PROPOSED PROPOSED
FLARED END SECTION STORM PIPE 9
Will� CATCH BASIN Q;-Si -SF SILT FENCE
. JUNCTION BOX -lP -Tp TREE PROTECTION
STRUCTURES O STORM MANHOLE -% X- FENCE LINE C3
••u•••••Lp•u••••• LIMITS OF DISTURBANCE
PIPES INLET PROTECTION CLEARNG
0 1O LIMITS
UNDERGROUND SAND FILTER #1 SO UNDERGROUND SAND FILTER #5 13 JUNCTION BOX DRAINAGE FLOW ARROWM�J PROPERTY L LINE
TOP OF GRATE= 22.0 TOP OF GRATE= 22 INVERT= 18.4 LABEL LENGTH LF SIZE IN TYPE
TOP OF SAND= 21.0 TOP OF SAND= 21
N -1 6 12 RCP CLASS 4 + %.XX PROPOSED SPOT ELEVATION RIGHT-OF-WAY LINE
- -
tri INVERT= 19.5 INVERT= 19.5 ® JUNCTION BOX ® JUNCTION B P-2 65 24 RCP CLASS 4 EASEMENT LINEOX ^^^^^^^^^* PROPOSED SPILL CURB
SIZE= 28'Lx4'W SIZE= 24'Lx4'W INVERT= 18.4 INVERT= 18.5 P-3 35 24 RCP CLASS 4
20.50 28 CONTOUR
N 1 P-4 10 24 RCP CLASS 4 TOP & BOTTOM
P-5 24 24 RCP CLASS 4 20.00 CURB ELEVATIONS
O2 UNDERGROUND SAND FILTER #2 © UNDERGROUND SAND FILTER #6 0 JUNCTION BOX ©5 JUNCTION BOX corvsTRucnoN ENTRANCE PROJECT xo.
z TOP OF GRATE= 22.45 TOP OF GRATE= 22.75 INVERT= 18.4 INVERT= 18.4 P-6 128 24 RCP CLASS 4 KER-99040
mffm
TOP OF SAND= 21.45 TOP OF SAND= 21.75 P-7 22 24 RCP CLASS 4 SAND FILTER
Q1 P-8 25 24 RCP CLASS 4 `" - .= •••••••••••••••••••• WATERSHED BOUNDARY FILENAME: KER9904G
INVERT= 19.95 INVERT- 20.25 1® JUNCTION BOX © JUNCTION BOX
SIZE= 8'Lx4'W Q SIZE- 4'Lx4'W INVERT= 18.4 INVERT= 18.6 ® SEDIMENT CHAMBER CHECKED BY:
a BS
3O UNDERGROUND SAND FILTER #3 (D UNDERGROUND SAND FILTER #7 11 JUNCTION BOX © TRENCH DRAIN
TOP OF GRATE= 23.75 TOP OF GRATE= 23.50 INVERT= 18.4 MIN. 1% SLOPE TO SEDIMENT CHAMBER #7 SAND CHAMBER DRAWN BY: JES
o TOP OF SAND= 22.75 TOP OF SAND= 22.50 INVERT= 21.25 INVERT= 21.00 Q JUNCTION BOX GRAPHIC SCALE SCALE: _20
SIZE= 24'Lx4'W SIZE= 4'Lx4'W INVERT= 19.0 20 a 10 zo 40 so DATE:
7-20-99
o ® UNDERGROUND SAND FILTER #4 - -
o - TOP OF GRATE= 22.25 NOTE. SHEET NO.
TOP OF SAND= 21.25 BASED UPON FIELD INVESTIGATORS THERE ARE NO WETLANDS C-3
INVERT= 19.75 LOCATED ON SUBJECT PROPERTY. IN FEET )
SIZE= 4'Lx4'W 1 inch = 20 &
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION MCADAM'S
. ......_.......
0

PAVEMENT DIMENSIONS
REFER TO THIS POINT ROUND OFF CONCRETE y
2'-0" <�. TO SHED WATER
- CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS. •�' Z �^
1/2"R 6" 1'-6" EXCEPT THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE "'
IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN •2' /''�
BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS.
1 1/2"R JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT
UNCONTROLLED CRACKING. :+
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR o 16 -
A FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT I
+ 41 ° a �°', a. . FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE MAINTAINED. v 6" PAINTED STL PIPE 10
° CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSION STRENGTH 2" ASPHALT SURFACE COURSE i1 FILLED W/ CONC. RVPRK PJE' SITE - . ► c
OF 4000 PSI AT 28 DAYS W/FIBERMESH. 6" CRUSHED STONE BASE ROgER� I� W
CONCRETE FOR CURBING SHALL HAVE A COMPACTED SUBGRADE
MINIMUM COMPRESSION STRENGTH OF SEE SPECIFICATIONS FOR REQUIRED MATERIALS. > PTOP AVING EXIST.
3,000 P.S.I. AT 28 DAYS. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER. Cq
SPILLING CURB AND GUTTER CONSTRUCTION STAKING FOR CURBING 1L
A INSTALLATION SHALL BE REFERENCED JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALK. o x 40
(CUT OR FILL) TO THE TOP OF BACK .s= El I - CONC. FOOTING � i4 N
OF CURB. EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS AND r ' ry °w� EkaTS _ � II - Z PAVEMENT DIMENSIONS ADJACENT TO ALL RIGID OBJECTS. - - r = _ - Z �n o
- 1 —iY'i
REFER TO THIS POINT + AT CONTRACTOR'S OPTION THE GUTTER III III- III ill III II III - O O
2'-0" THICKNESS MAY BE INCREASED AT EDGE _ — — - -III III- VICINITY( 8 AP
OF PAVEMENT TO MAKE BOTTOM OF GUTTER - -III —III' III =- �yy
K O O
II—II —III
- \ y
PARALLEL WITH PAVING OF BASE COURSE. �
1/2"R 6" r-s"
-_
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD o0 1 WQOq
'' N 1 1/2"R PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER - - -_ I=1 _ PQ
TO SOILS REPORT. III III III CJ Q .+
6„ 2,-0" -III=1 r r
0 ° W
I I TYPE R7-8A SIGNS
�-APPROVED FOR USE
1 0
NOTE: FOR THIS APPLICATION � -
• . . THE SIGN MAY BE MOUNTED ON 2Q1
CATCHING CURB AND GUTTER A POST, THE BUILDING FACE,
B 5,\ A COLUMN OR OTHER FIXED
2'-6" I 0" MOUNTING SURFACE.
k ` ' RESERVED
HEIGHT TO BOTTOM OF SIGN w
+. PIPE BOLLARD DETAIL hs'' WHEN PEDESTRIAN PATH PARKING
2 —6 CURB AND GUTTER ASPHALT PAVEMENT FROM CAR Does NOT PAss
.., BY OR UNDER THE SIGN. Q
z
Z
TYPE R7-8A SIGNS w
�—APPROVED FOR USE
V1 rn BITUMINOUS
INOUS XP z \
1/2' TOOLED CJ BITUMINOUS EXPANSIOBLDG 8 _O .'O M SCORING PATTERN JOINT AS SHOWN ON FACE 4 4'-0" N
TOOLED EDGES Jr / ( )\ ASPHALT PAVING
1 2" PLAN 20' O.C. MAX.
s✓c
° . :. , , .. ° , . . I NOTE. STRIPING •D � 6 CONCRETE
° ALL PARKING STRIPI D D- P" MAXIMUM
— „
- SHALL BE 4" WIDE 4 .;.
I I I=1 1=I 1=1 1=1 1=I 1=1 -1 1=III l -1 III—II I
4" AGGREGATE r• :~ "~ PENALTY
_ 4' 1"
I I III III III III III III I I III I I III III I I III I I I III III i I PAINTED LINES USING - � i III—I i
WHITE TRAFFIC MARKING _ -III=1 D. COURSE BASE -
98% COMPACTED SUBGRADE PAINT. (PAINTED ISLANDS _ OO �a
IN UPPER 12" 98% AND DIRECTIONAL ARROWS III- — COMPACTED SUBGRADE TO HEIGHT TO BOTTOM OF SIGN
COMPACTED o SHALL BE YELLOW) l � —ill=lli 95% STANDARD PROCTOR ` <� WHEN PEDESTRIAN PATH
SUBGRADE , _ _ d
UPPER 12 - FROM CAR TO WALK PASSES Pi z
TYP. CONTROL JOINT TYP. EXPANSION JOINT EJ AT WALL N HEIGHT OF R7-8c RESERVED
= BY OR UNDER THE SIGN. PARKING SIGNS AS PRESCRIBED z W
NOTED AS CJ ON PLAN NOTED AS EJ ON PLAN 6„ 6„ BY N.C. DEPARTMENT OF —`
NOTE: PORTLAND CEMENT CONCRETE TRANSPORTATION MANUAL ON '9
NOTE: MIN. TO HAVE A 28 DAY STRENGTH UNIFORM TRAFFIC CONTROL W U
OF 3000 PSI DEVICES, SECTION 2A-23, #1
4" THICK CONCRETE, 3600 PSI PART II. a
HANDICAP SIGNAGE
USE 1/2" BITUMINOUS F':--ANSION - Q H z Pt - -
JOINT A MAX. OF 20' O.C. AND HANDICAP SYMBOL x
WHENEVER CONCRETE WALK MEETS + H
FIXED OBJECTS (IE. CURBS, BLDG. ETC.)
z 6' JOINT TO JOINT W Q
a UNLESS OTHERWISE W C!2 A
NOTED
w INSTALL "NEENAH" FOUNDRY CO.
6'-0" 6'-0" 6'-0" TRENCH DRAIN #R-4996-A3 WITH (�
GRATED COVER - ALL McCONLEY" W t(y
w 5" SMOOTH NOTE: RAMP AREA SHALL RECEIVE A ASPHALT PAVEMENT TYPE GBM HEAVY DUTY 10"x12"
DETECTABLE WARNING SURFACE AND (TYP.) 12" MIN. DEEP (POUR WITH CONC. APRON)
TROWELED C.J. COLOR TO CONTRAST WITH ADJOINING FLUSH WITH CURB EDGE SIDEWALK 11 1 2"/A 12" MIN.
0 SURFACES PER ADA REQUIREMENTS ASPHALT /— i LAYER 6x6
I \ 6/6 WWF
• � V
�j,� � �• Z °, e.°.•or,,a }° ,,93, $¢}rY!i sk.` • .' :A s
-. v'(7 li a � 5,_ d qo ACr �d d,'.af,��al,f a � al. ,y�- 9��•a w�+� D / � e' °
GRASS OR CURB & GUTTER S ` ; "° •`-Y ® , * _ ,' '" i.� >,afv•,- D.
w y•x. , ,, ,,^
(VARIES) TURN-DOWN N .m'A:«. .:.` ,.. ;a," :r`., D 60 STORM SEWER RAIN
PLAN VIEW SIDEWALK DETAIL 3,000 P.S.I. CONCRETE 6" C.A.B.C. s,
(TYP.)
p>
D
6„
CONCRETE WALK HANDICAP RAMP '�
TRENCH DRAIN P—+ 9
cq
2X6 (3) �
8'-0" (MAX.)
PAINTED SOLID
4'-6" HEAVY DUTY 2' X 6' 4X4 POST
YELLOW V-6" 3'-0" PAINTED SOLID GATE HINGE
YELLOW Z
1" X 6" X 5'-6" TREATED ��j•1
o, I WOOD PLANKS W/ 1" SPACING
0
PROJECT ABOVE
GROUND AND SLOPE
ao � �
ALL AROUND (TYP.)
rn GATE LATCH 4" X 4" X 9' TREATED
I WOOD POST SET FINISHED GRADE OR N Bollard (typ.)
PAINTED SOLID
IN CONCRETE TOP OF PAVEMENT. 5' GATES
m YELLOW ao
Ln
m 9„ 12. 9„ 1'-6" 2'-V' 12.. 9.
> 12" 5'-3" Lz 2 -6" FOOTING 4"x4" Posts t OST PR07ECT N0. KER-99040;
( YP-)
REVERSE FOR REVERSE FOR
OPPOSITE DIRECTION OPPOSITE DIRECTION ". 4'-6" (MIN.) F��' K9904DT1
I� — —III II— — INII 11= —III—III _ 10 CHECKED Hy,
BTS
n GATE ELEV. TYPICAL ELEVATION
Plan DRAWN HT:: JEs
(INSIDE ELEV.) (INSIDE ELEV.) 6„� ---+ --1'-0" (MIN.) SC•�.E: NTS
0
SECTION °"� 7-20-99
SHEET NO.
V.
C-5
TRAFFIC ARROWS WOOD DUMPSTER ENCLOSURE AND CONCRETE PAD
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION McADAMS

„ A „
VARIES
v ° Sq ° ® v a 4 ° a ° 4. 4 n v SR 75
q ° m o d 6 O
- - - - - - - -
- - - - - - - - - - - - - - - a RK PEE• SITE c o
- - - - - - - - - - - - - - - - - - 7
MAINTENANCE NOTE, ° FZOg�R� P '+ y Z �
CQ
REGULAR MAINTENANCE IS ESSENTIAL TO THE LONG TERM PERFORMANCE AND DURABILITY OF THE SANDFILTER, AS IT IS
WITH ALL STORMWATER BMPs. AT LEAST ONCE A YEAR EACH FILTER MUST BE INSPECTED AFTER A STORM TO DETERMINE Z
IF THE FILTER BED IS PASSING THE RUNOFF AS EXPECTED. DEPENDING MOSTLY ON THE ACTIVITIES OCCURRING IN THE r,
DRAINAGE AREA, MOST FILTERS WILL SHOW SOME DECREASED CAPACITY FOR FILTRATION AFTER A FEW YEARS. VICINITY MAP
MAINTENANCE OPERATIONS MUST BE PERFORMED WHEN STORMS OF APPROXIMATELY ONE INCH ARE NOT PASSING O C
THROUGH THE FILTER WITHIN 24 HOURS. MAINTENANCE FOR SAND FILTERS CONSISTS OF REMOVING THE FIRST TWO OR
THREE INCHES OF DISCOLORED SAND, AND REPLACING THIS WITH NEW SAND. THE SAND THAT HAS BEEN REMOVED __j U
WOULD THEN BE DEWATERED, IF NECESSARY, AND THEN LANDFILLED. AT THE SAME TIME THAT MAINTENANCE IS •��SEDIMENT �..�( to r't PERFORMED ON THE SAND CHAMBER, THE SEDIMENT CHAMBER SHOULD ALSO BE PUMPED AND CLEANED. IT IS MOST CHAMBER�� W 0.Ui 0 �,.�LIKELY THAT THE SEDIMENT REMOVED FROM THE FIRST CHAMBER WILL NEED TO BE DEWATEREC BEFORE IT WILL BE v Z W m
ACCEPTED AT A LANDFILL.
NEENAH mp
W a C,
NOTE: R-4999-OX
BOLTED GRATE
°
CONTACT NEENAH FOUNDRY COMPANY (1-414-725-7000) FOR GRATES AND SUGGESTED
(TYPE „D„)
FORMING PROCEDURES FOR INSTALLING NEENAH DRAINING STRUCTURES.
°. a SEALS
— a- - la -- _°- - - - - - I I - - Q— q - - - - Q — I - - - - — to ° I ° I I q ° 0245011/
aI. ° 4 ° a I ° o I ° ° q 1 °I I . a ° ° I ° I° ° %fk p'yG`1 NEF�
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R-4999-OX / / / / / / / / / a
BOLTED SOLID \_
/ / / / / / / r y S(ND; F LTER t W
(TYPE "D”)
:
WEIR FLOW
°
4
COVER GRATES -
/ 4 V,-� W z
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OVERLAND FLOW­ /-/���111111 L L G L L// ////��1111111 L L L L L// / / Z
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v WATER LEVEL n i,[3fZtI' D DS FILTRATION CHAMBER PLAN VIEW a / / / / / / / / ° ° W O
v .
-- 4. NTS
a° (12
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c °
SEDIMENTATION 4 Q°. \ 24" RCP
CHAMBER I
(HEAVY SEDIMENTS, ° o 4 ° CLASS IV / / / / / / / °
ORGANICS, DEBRIS)
° - - 4 a ° / / / / / / ,• 'JUNCTION a
NEENAH / / / / / / !/ BOX
° a R-4999-OX °
4 a BOLTED SOLID
-SCREEN COVERED WITH 4 ° (TYPE "D")
a
FILTER FABRIC ° � - ° o ° - �- - . - JUNCTION
a ° ° 4 ° a BOX
6" PVC °
OUTLET PIPE
UNDERGROUND SAND FILTER °
a r--+
° tq o NTS Q d o ° N
24" RCP
CLASS IV '^T,
A 0
NEENAH NEENAH NEENAH
R-4999-OX R-4999-OX R-4999-OX tt ^ tt � R
BOLTED GRATE 1/2" BOLTED SOLID 1/2" BOLTED SOLID /1 x
(TYPE "A") REBARS (TYPE "D") REBARS (TYPE "D")
O
2" O.C. 2" O.C. �h
3" 19.5" 6" 19.5" 6" 19.5" 6" 6" 4' 8" 4' 8" 4' 6" (� V
FLOW P CURB
(WHCURERE NECESSARY) �° (WHERE NECESSARY <° "' W
c
o
in >
- WEIR Ll/
1/2" REBARS, WEIR ,j'Jf WEIR '>
6" O.C. EACH WAY ° SEDIMENT f�JUNCTION �� g
CHAMBER BOX
a
o� °
V
v o v
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FILTER FABRIC
ER
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'•S b IL ER•''`••:• i I I
PROVIDE NIPPLE FITTINGS
i
ETC. S EOD
Ln
I I
0
I °
°
3,000 PSI
u ° % °
;.•:•.•.;.•.•.•. .•..,. . . •.,, .•.•.. . . ..,. . . : CONCRETE ;
,,. .:•'.:.•: <•.•,•.•.•t :•:•°.•.:• ,,,. . < < , ,, . , . PIPE -
- , < . ,•.•.•, . .. ,•'•;, . . , .•.• ,•: . .. . . .. . . . . :::�.::.''. , ;.. . . 1., PVC WEEP
. .•. .,., < . ,,,•. , . .•,•. , .,.•.•.•<•.•,•':°:•>:•, . . ,, PIPES, 4' SPACING �FLTIE)�
1 - OUTFACE 4 PROTECT ND. KER 99040
a
6° PVC 24" OUTLET
° PIPE F' Al6Eo ' SAND.DWG'
�- ,:•°.;.•,•,•.•:.::,:.y .,<;.,.,<e..,•,,,.,. SLOPE TO DRAIN::-�=-•�.�.�=-�-.-- ,,,,,;,;,;;;•t::;;::.;:;:::,;.;: ,' . •°'
° °. a' ° v 4 4 . . ° 4
° DESIGNED BY: WDB
—
m 4 .° .. 4 4 a '° ° ° - 4 a a. — ---�—r� — ° - ° _ DRAWN HY: JTG
° q °
o SCALE:
SECTION B—B SECTION A—A DATE: g NTS
o NTS NTS
o SHEET NO. A
r - -7m v
i
Y
FINAL. DESIGN — NOT RELEASED POR CONSTRUCTION MC.ADAMS

\ r-
y~ b
' s m
As(> kr.I
TBM B
TOP OF E.I.P. SR is U
S 19'38'49 E ELEV.=22.33' 2 ••
- f E.I.P
13.10 101,
7 E.I.P. 3+ E SITE
j K PVE . x o
r .r 8
6
3 A n
R /�yT O
�6 ERA RU P � z; I
K N Q5. e
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• \\ 15RyT.�, \� 6AhliLsl • [Iris. , .O
1"'1 CQ
CQ
o P+
200 O� \ Oko
a \ A&000 17 VICINITY MAP .0A o
O \ 1 15'R'1, fl S. I".*q Q "� „�4 1
12 `y
1A S 20'53'59" E ""y
/ G rn
SPP��S 5'R \ t9 335.35'(tot.) z W
10 , <2ENERAL NOTES: z c
25oo y nt: 1. 'HE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY W
xa; ..
+ 60"p g 8'R t \� a", PERFORMED BY- ,u�u�
IA w. 9 10 \ 2t "'HE JOHN R. McADAMS COMPANY, INC. 1++++''� A b
/ wPJ POST OFFICE BOX 14005
1t O \ r F:ESEARCH TRIANGLE PARK, NC 27709
\ O �O 2. HE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AL
E.I.P. \ �s 1 20 8 R s'R No\\ i.VAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF Q24gQ1 ;
'- ' UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
O 12 P PGES PCE5 20 O s R cp.
19 1 g , 5 5P Q mac\ v' 3. N.LL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
19 10 O f4. 6. ) r �- [U -�- '+ /,ND LOCAL CODES.
LJ J��_J �urnu+�
SR 6A 12 6 `\ 20 tt c \ \ 3 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
70'R \ t1 .6 w. �^ 2 �_ •- ' 70 THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
\ RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN
\ 2 , 20 (5� ���\ \ti HEREON BEFORE BEGINNING CONSTRUCTION.
SGl'd INC. 10�0 10R' 3R J� a Z
\ 3 �\ 12 �\ 5. THE
TEA GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
es \ \ �Q \ O8 q AND R.O.W.'S, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
cp
=tl: F+ O'R 1 v� \ } 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
2g \ s \ SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. Z
t0 2 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
PROPOSED PROPERTY \ 7 12 u t7 \ �$ UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. ,
LINE \
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
N \ * \ DUE TO CONSTRUCTION OPERATIONS.
0.
a\ \ 15'R Ppfl O " 3 �e 9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
O \ 5'R DISTORTION. �A
13 2.5'R \\ f 10. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
pq
UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
P4 z
13 CID� \ 11. iAE G.C. SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN
\ O Qo. 1O'R \ 1J \T ALL TIMES. z
\ 23 9 0 6p PK NAIL SET 12. 'G.C. WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE. PER OWNER'S U
SPECIFICATIONS OR COORDINATE WITH SIGNAGE CONTRACTOR. 1
3 to'R t0'R 14 13. :;NISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE a+ p.
\ \ 23 (,A , / UNLESS NOTED DIFFERENT ON PLAN.
\ 1A Q, ' 14. ?,LL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE. ,
\ \ 22
19 15. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE W 0 �
2 15 LRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY Ili A
\q MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN C1I
0 1 23 12 „ ;5'R ACCORDANCE WITH THE SPECIFICATIONS. Gil
\\0 5'R 16 0 17 69�5�p+ y 16. 0 L
)ONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
/ A DUE TO CONSTRUCTION OPERATIONS ALL STREET SURFACES, DRIVEWAYS, CULVERTS,
\ „ 15'R i CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE O
\ \ m� PROPOSED PROPERTY r DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
LINE `^, REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
\V7 �.t�L,� y..'` I I 1.`• 17. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND
G +
VZ SHALL CONFORM TO NCDOT.
17
- \ 5'R
\ t� 2 �16 14 18. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
\ 1O'R 1 `' EUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT
�\ ts'R
10
. - 10 (F AVAILABLE).
19. TiE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO
PK NAIL BOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR
SET ;t COMPLETE AND WORKING SYSTEM.
20. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE N 0
F_:ACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
\ GVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE IrTI, I
J SITE CONSTRUCTION NOTES AND DETAILS T;ANSMITTAL LETTER TO THE ENGINEER. Q1
/ 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE a
O CATCH CURB AND GUTTER PER DETAIL SHEET CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE ►►��W44 [�]
to 2'-6' CURB AND GUTTER PER DETAIL SHEET SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS z
O SPILL CURB AND GUTTER PER DETAIL SHEET STALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 1--1
✓ ! r T O3 CONSTRUCT CONCRETE WALK PER DETAIL SHEET 22. F'_L PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
O CONSTRUCT CONCRETE H.C. RAMP PER DETAIL SHEET / 1
O PAINT H.C. SYMBOL PER DETAIL SHEET 23. C)NTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
L,, .4TION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE z
O INSTALL H.C. SIGN (MT. ON BUILDING) PER DETAIL SHEET S:�)WN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
SITE/UTILITY LEGEND 7O TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.N) CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
c SITE DATA O STANDARD ASPHALT PAVEMENT PER DETAIL SHEET F2OM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO
R_MOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
PROPOSED PROPOSED NR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "NORTH CAROLINA ONE CALL"
WATERLINE HANDICAP RAMP
1. SITE ADDRESS: N.C. HIGHWAY 211 O CONSTRUCT DUMPSTER PAD PER DETAIL SHEET TuLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
rn 9
SANITARY SEWER 2. DEVELOPER: ROSS-CIVELLO DEVELOPMENTS, INC. t0 NOSE DOWN CURB C)NTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. CEIVED
FIRE HYDRANT ASSEMBLY 2522S TRI-CENTER BLVD.m GAS LINE DURHAM, NORTH CAROLINA it PAINT 4' WIDE WHITE STRIPES 0 45' 2'-0" O.C. 24. NR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS, SEP 2 3 3
1999
UGE 13 WATER METER PHONE: [phone]
m UNDERGROUND ELECTRIC PHONE: M93 572-0290 12 PAINT 4" WIDE WHITE STRIPE 25. Al PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.Q OE OVERHEAD ELECTRIC .. WATER VALVE CONTACT, JERRY ROOT 13 4" STEEL PIPE BOLLARD PER DETAIL SHEET
O10 T TELEPHONE LINE METER a, VAULT 26. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS
w BACKFLOW PREVENTER
X FENCE UNE 3. USE: DRUG STORE 1q MATCH EXISTING CURB & GUTTER N)T TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND rx0's% N0'
I I �� PHASE LINE REDUCER 4. ZONING C-2 O Ai ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS. KER-99Q4Q
u-, O N BLOW-OFF 15 REMOVE EXISTING CURB AND GUTTER
PROPERTY UNE FUMAM& KER9904S
m RIGHT-OF-WAY LINE • SANITARY SEWER MANHOLE 5. TAX MAP NO.: DB 323, PAGE 62 16 CONC. PAD PER DETAIL SHEET 27. SIEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES.
a EASEMENT UNE • SEWER CLEAN-OUT DB 601, PAGE 185
17 TRAFFIC ARROWS PER DETAIL SHEET ' BTS
CENTERLINE * YARD LIGHTS 6. SITE AREA: 1.11 ACRE (48,436 SO. FT.)
a • 18 "DO NOT ENTER" SIGNAGE uxetrla a ` JES
Uj 250 CONTOUR * LIGHT POLE 7. WATER: CITY OF SOUTHPORT PUBLIC WORKS
0 19 STOP SIGN PER NCDOT
rn CONSTRUCTION ENTRANCE HANDICAP SYMBOL 8. SEWER: SEPTIC TANK 20
GRAPHIC SCALE � > �-�
Q 20 WHEEL STOP PER DETAIL SHEET
TRAFFIC DIRECTIONAL ARROW 9. BUILDING AREA/NO. OF STORIES: 9,949 S.F. / ONE STORY zo o To zo +o eo DA'Rli: 7-20-99
CONCRETE PROPOSED SPOT ELEVATION 21 IDENTIFICATION SIGN (SEE ARCH. DETAILS)
o PROPOSED SPILL CURB 10. PARKING REQUIRED: 34 SPACES (1 PER 300 SQ. FT.)
NOTE: 2 CONSTRUCT CONCRETE H.C. RAMP (DEPRESSED) PER DETAIL SHEET steer NO.
Q ® PAINT STRIPING BASED UPON FIELS INVESTIGATIONS THERE ARE NO WETLANDS LOCATED 11. PARKING PROVIDED: 46 SPACES (INCLUDES 4 HANDICAP) C-2
( W FEET )
Y HEAVY DUTY PAVEMENT ON THE SUBJECT PROPERTY. 12. IMPERVIOUS AREA: 38,821 S.F. 23 UNDERGROUND SAND FILTER PER DETAIL SHEET 1 inch = 20 ft
o PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION MCADAMS

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24.50 °po ° ° 0 -Y
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0 ° °�° 000°�o o' ° ° �1 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT ,r ........ q�
NHS ! 24.50 o o o p° o° COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
4µi 24.00 o°�,VvQo°R VU ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. +.`' '•,
SPILLING CUR (TYP.) (TO BE REMOVED) ?RCS 24.50 l� 1. CONSTRUCT CONSTRUCTION ENTRANCE PAD.
' 24 2. INSTALL SILT FENCE, DETENTION/SILT BASIN & SEDIMENT TRAP AS SHOWN ON PLANS. AL
CONC:RE: ti V1 N
''IR OL SIGN
j� y 3. INSTALL STORM DRAINAGE. 245Q1
I . 22.50 j 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS. '
22.00 5. INSTALL LET PROTECTION STORM INLETS. F"Y F
' 23.0 23,90 \ '.,, GINS
22 50 \ 6. EXCAVATE AND PROMPTLYSEED/MULCH PERIMETER AREAS OF SITE.
r u, y 7. GRADE AND EXCAVATE FOR BUILDING PAD AND FOUNDATION AREA.
22.00 S ,
3.8 y+ � y 8. CONSTRUCT BUILDING. 4��4m�1u1�''
r- 0 1, Ay y". 1� ,
�. ,0 23.00 pA#g �', 9. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
E.LP! 1 22.5 =0.25 AC. j y + , 10. FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES.
24.25 24.505 ., }{`l, 11. FINE GRADE AND SEED OR SOD DISTURBED AREAS.
24.30 23.75 24.00 l 12. REMOVE ALL EROSION CONTROL STRUCTURES.23.80 cA �, 13. REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE.
EXISTING YI TO r 23.90 Nn
Q BE REMOVED AND23.4023.50 �"?i REPLACED W/ JUNCTION 23.00 JUNCTION BOX ,
23.00 18.3 `•PR2 .0 24.30 r 5
23.75 INV= .�
22.50 23.25 2 .80, # 1 '
=0.28 AC. Z
j
I�d _
v v> DA#a o I., I Ev a KE RAJ
\ =0.04 AC. M 24.25
aGY'd N :. - N TOTAL A 23.0
r \\ z3.00 zT75 48,436 I EROSION CONTROL NOTES
22.50 9D" 1») ) 41000 �. ?3
1) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
N �, \,. TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
4 RC,� -•»., it \\ ` +y ;� -: REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION
�kc�0 l " SHALL BE APPLIED IN SEVEN DAYS TO DENUDED AREAS THAT MAY
24.00 k 162LF, 24 RCP NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) a
23.50 ^ h 5 STABILIZATION SHALL BE
_- FOR LONGER
4 `/I�' TO BE REMOVED ,` t P 0 AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
\� 11 Q ,' ONELIYEAR.R W z
777 THAN 30 DAYS. PERMANENT S
�y y23.40 11
O6 AC. '� Cp 22.90 \y 2) ALL CUT AND FILL SLOPES CHANNELSIDE SLOPES WHICH ARE NOT TO E-+R
23:5D : ! BE PAVED SHALL BE SEEDED SEEDED UNTIL A GOOD STAND OF GRASS
�,'; ,,, 23.30 M 21.6` 23.10 , ? ' IS OBTAINED IN ACCORDANCE WITH: U
23.0.0 22.80 NV 'IJ 1614' ;
22.60 A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR
IN 1&4' & RIM 22.6'
2 , EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL
1 24.00 r INV UT 18-5 2 INV IN 18.�J' '`` , k ESTABLISHMENT. [k
\ 3.50 22.90 INV IN 18,5' 1 y y y B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 q
2.Cf' 22.40 EX. YI TO BE r INV IN 18.0' SQUARE FOOT.
T�1&•4 `1 Q`' ?3 �� =0.23 A ,-- ry'� •�.. �.,�'� REMOVED AND } INV OUT 17.^a' � '` `�\ C. VARIETIES TO BE SEEDED: '+
23.10 REPLACED W
22.60 II / �,j s 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5
23.25 2' r1 JUNCTION BOX / pK NAIL LBS. PER 1,000 SQUARE FOOT.
22.75 �` �1 SET
2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE p a
1 24.50 , � y�,,�, GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL V) A
23.10 24.00 n 22.50 OF SAWDUST FOR UNIFORM SEEDING.
22.60 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL to
1 ��2.00 SEEDING WILL BE MULCHED.
22.9
22.45 11 1® ® CQ
Los Q1N 270 a �y, 3) TOWN ENGINEER AND OTHER INTERESTED AGENCIES SHALL MAKE A
Dj \ CONTINUING REVIEW AND EVALUATION OF THE METHOD USED FOR THE p
° 0� 23.50 7 /„.. / r
HOLE
AnE'_II ' OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN
23.00 �� - a APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
j r BY THE APPROVING AUTHORITY OF ON SS ARE ON INDICATTND
THATTHE CONTROL ONTROL MEASURE NOT EFFECTIVE
23.75 / 1 ff �� CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF
' D CIRCUMSTANCES. THE APPROVED PLAN CANNOT BE CARRIED
24.50 _ _.. . . " OUT
1 O / r CHANGE
24.00 �'
DA#2 '. ° p'6 4) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL
24.25 =0.06 AC / UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
i -
�T 23.75 N 23.00 ° / �'/'23 5) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL-
. j
►-1
'• I -, ,.; ANY EXCAVATION OR UTILITY WORK (1-800-632-4949).
\ O / 6) EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, QI
rl
SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT
\ © 23 25 / ENTER STORM DRAINAGE FACILITIES. V Q
22.75 7) PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE
` �' l KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY N O
VEHICULAR TRAFFIC OR RUNOFF. 0
i:4 8) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA
THE CONSTRUCTION ENTRANCES. / � Z
PK NAIL 9) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE A O
SET r--�
-r UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO hhF��4ii ,z
THE TRENCH.
10) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND 0-4 � I.y
CONSTRUCTION IS 1.1 ACRES. M
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- , GRADING/EROSION CONTROL
LEGEND
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r ✓•''`� PROPOSED PROPOSED (n
FLARED END SECTION STORM PIPE
- "- m CATCH BASIN
-SF -SF - SILT FENCE
JUNCTION BOX
-TP -TP TREE PROTECTION
OSTORM MANHOLE -% X- FENCE LINE (V'�
Q
m INLET PROTECTION
LD- - LIMITS OF DISTURBANCE
� J CLEARING LIMITS
m DRAINAGE FLOW ARROW PROPERTY LINE
m STRUCTURES PIPES + X.XX PROPOSED SPOT ELEVATION RIGHT-OF-WAY LINE
06 tO UNDERGROUND SAND FILTER #1 ® UNDERGROUND SAND FILTER #4 D JUNCTION BOX 11 JUNCTION BOX LABEL LENGTH LF SIZE IN TYPE PROPOSED SPILL CURB - - EASEMENT LINE
TOP OF GRATE= 22.0 TOP OF GRATE= 22.25 INVERT= 18.4 INVERT= 18.4 - 6 20.5O 25 CONTOUR
Top mo TOP OF SAND= 21.0 TOP OF SAND= 21.25 P-2 65 24 RCP CLASS 4 20•00 CUURB&ELLEVATTIIONS
a INVERT= 19.5 INVERT= 19.75 ® JUNCTION BOX 1© JUNCTION BOX P-3 35 24 RCP CLASS 4 offm
CONSTRUCTION ENTRANCE ERorEGT No. KER-99040
6 SIZE= 28'Lx4'W SIZE= 4'Lx4'W INVERT= 18.4 INVERT= 19.0 P-4 10 24 RCP CLASS 4 SAND FILTER
P-5 24 24 RCP CLASS 4 .................... WATERSHED BOUNDARY p"PNeY4 KER99040
D UNDERGROUND SAND FILTER 2 5O UNDERGROUND SAND FILTER #5 Q9 JUNCTION BOX 1© JUNCTION BOX P-6 128 24 RCP CLASS 4
TOP OF GRATE= 22.45 TOP OF GRATE= 22 INVERT= 18.4 INVERT= 18.4 P-7 22 24 RCP CLASS 4 ® SEDIMENT CHAMBER Dg� D gy;
TOP OF SAND= 21.45 TOP OF SAND= 21 P-8 25 1 24 IRCP CLASS 4
INVERT= 19.95 INVERT= 19.5 1® JUNCTION BOX g JUNCTION BOX SAND CHAMBER DRAWN HY' JES
SIZE= B'Lx4'W SIZE= 24'Lx4'W INVERT= 18.4 INVERT= 18.5 Im
O3 UNDERGROUND SAND FILTER #3 © UNDERGROUND SAND FILTER #6 GRAPHIC SCALE 1^gyp'
Y TOP OF GRATE= 23.75 TOP OF GRATE= 22.75
20 0 10 20 40 80
TOP OF SAND= 22.75 TOP OF SAND= 21.75 -20-99
o INVERT= 21.25 INVERT= 20.25 NOTE:
SIZE= 24'Lx4'W SIZE= 4'Lx4'W SHEET NO.
BASED UPON FIELD INVESTIGATORS THERE ARE NO WETLANDS IN FEET ) C-3
Y LOCATED ON SUBJECT PROPERTY.
1 inch = 20 It.
PRELIMINARY DESIGN' - NOT REILEASED FOR cONs'ritucrlON MCADAMS
I

„ A „
VARIES Z� �^
A
v - - -(- - — a - - - - -44
4
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a K Pam' SITE
4 j RU PR F--1 7�+4 Z
RpOER W
MAINTENANCE NOTE: �7
REGULAR MAINTENANCE IS ESSENTIAL TO THE LONG TERM PERFORMANCE AND DURABILITY OF THE SANDFILTER, AS IT 15 Py
WITH ALL STORMWATER BMPs. AT LEAST ONCE A YEAR EACH FILTER MUST BE INSPECTED AFTER A STORM TO DETERMINE d --g! I W N
IF THE FILTER BED IS PASSING THE RUNOFF AS EXPECTED. DEPENDING MOSTLY ON THE ACTIVITIES OCCURRING IN THE O z 'C a J
DRAINAGE AREA, MOST FILTERS WILL SHOW SOME DECREASED CAPACITY FOR FILTRATION AFTER A FEW YEARS.
MAINTENANCE OPERATIONS MUST BE PERFORMED WHEN STORMS OF APPROXIMATELY ONE INCH ARE NOT PASSING r,
THROUGH THE FILTER WITHIN 24 HOURS. MAINTENANCE FOR SAND FILTERS CONSISTS OF REMOVING THE FIRST TWO ORUL VICINITY MAP
THREE INCHES OF DISCOLORED SAND, AND REPLACING THIS WITH NEW SAND.
THE SAND THAT HAS BEEN REMOVED E- C C
WOULD THEN BE DEWATERED, IF NECESSARY, AND THEN LANDFILLED. AT THE SAME TIME THAT MAINTENANCE IS SEDIMENT
E ~
PERFORMED ON THE SAND CHAMBER, THE SEDIMENT CHAMBER SHOULD ALSO BE PUMPED AND CLEANED. IT IS MOST �� P f 1
LIKELY THAT THE SEDIMENT REMOVED FROM THE FIRST CHAMBER WILL NEED TO BE DEWATERED BEFORE IT WILL BE CHAMBER + �+I rW a x M
ACCEPTED AT A LANDFILL. v d
NEENAH _ W-499OX I” .94
ROLTED R
NOTE: BOLTED GRATE
pm
CONTACT NEENAH FOUNDRY COMPANY (1-414-725-7000) FOR GRATES AND SUGGESTED (TYPE "D")
FORMING PROCEDURES FOR INSTALLING NEENAH DRAINING STRUCTURES. Of
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R-4999-OX
BOLTED SOLID
(TYPE 'D )
WEIR FLOW 4
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / •t
COVER GRATES �°-•''"•:�::•:;:�:�:_:�;:;:�:� v
OVERLAND FLOW- L/ / / ��'111111 L L L L Z-// /��1111111 L L L L / / / H Z
4 ° ° 41 4 q I I ° C7vUm
4 ° Gt ° _ .
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4 v I WATER LEVEL 4 " iTR;AP.PED IDS FILTRATION CHAMBER ° PLAN VIEW
a ° NTS
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SEDIMENTATION 4 •i q
(HEACHAMVY SEDIMENTS, v ° Q 4 CLASS V / / / / / / / d
ORGANICS, DEBRIS)
NEENAH f�JUNCTION °
d c R-4999-OX 4
d a BOLTED SOLID
L.S COVERED WITH 4 ° (TYPE "D
FILTER FABRIC ° - -° v 4 44 , a_.q JUNCTION °
v 4 4 v BOX
6" PVC
d
OUTLET PIPE
UNDERGROUND SAND FILTER 4 1 1 a
NTS 4 ° 4 4 CV 0.
24" RCP i:4
CLASS IV �W-I
A 0
NEENAH NEENAH NEENAH
R-4999-OX R-4999-OX R-4999-OX �� A
BOLTED GRATE 1�2" BOLTED SOLID 1/2" BOLTED SOLID /1 W
(TYPE "A") REBARS (TYPE "D') REBARS (TYPE "D")
2" C.C. 2" O.C. r � 0N
3" 19.5" 6" 19.5" 6" 19.5" 6" 6" 4' 8' 4' 6" 4' 6" • W
"4 Z a
FLOW CUR CURB
(WHERE NECESSARY) (WHERE NECESSARY
tin wn
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o N WEIR ;I,/" N WEIR '',/ .�f
1/2" REBARS, WEIR r
6" O.C. EACH WAY f SEDIMENT ION
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CONCRETE
r� 1 PVC WEEP • •S - OUTFACE PIPE KER-99O40-
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iri •:•;•:•:•:•'•°. . • .. .• •., , . ,•.•.• . , . ,• • . • , • .•. , . , . . . . . . PIPES 4' SPACING 6" PVC �4" T, OUTLE
•- - [LBNANF::F
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DESIGNED
BY: ��
tp q O — — �— — — ^ . _ .� ° y ^ s DRAWN BY:
4 4 4 4 ° ° d c 4 ° ° ° 4 4 JTG
scALE: NTS
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SECTION B—B SECTION A—A DATE: 9_7_99
Q NTS NTS
SHEET
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McADAMS
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TOP OF E.I.P.
S 19'38'49 ' E r,1: ELEV.=22.33' S
13.10' r fr. E.I.P 101, J R ,526
E.I.P. O V,
3�A� n PRE PEE SITE a a13.1
0
68 �j0 0 Rj RU F•ii ►-) Z I
,d
N A5' ti C TELk# O R 8E
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MrNHull: (tr c>~
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1A n s. RECEIVE ► i
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9 s 5,R is` S 20.53'59" E SEP 2 3 1999 ""� �*^ o m
23 hvpJ 10 SPPOE 335.35 (tot.) wPP
\ � s N \\ 10 GENERAL NOTES: BY: 4o9yo z
E Do z w o
ri N S R 1 \\✓25� _ 1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY W ' '
w g 10 \ 21 PERFORMED BY:
o THE JOHN R. McADAMS COMPANY, INC. �..•�"�"'�!�' .,
O h 1t 10 POST OFFICE BOX 14005
\ ya RESEARCH TRIANGLE PARK, NC 27709
E.I.P. \ ® A 17 5 8'R s.r �S
\ 5 5'R N\ ; 2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE /\L (�
O10 1 20 - , , t- , AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF 024501
1 12 SpP0E5 N� SRPC�S o O 5'R ��\ O �� �y UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ��.
19 9 Ito ' O �G\ �.p, �'' -yr 3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
8 4O 6., � o. r AND LOCAL CODES. too'sN ��*���•
SR y�n�u��'4
SA 12 11 s ": 4. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
10'R \ 11 6 �- O TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
\ 03
w. v\ RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS EASEMENTS, AND DIMENSIONS SHOWN
11:iPJ JC: \00� \ tOR SR20 � q D ��\ HEREON BEFORE BEGINNING CONSTRUCTION.
RER, \\ 6 0 6 O Z^\ t2 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
' \ 1 OR. \ e N� AND R.O.W.'S, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
V6 A 10'R � 7C) V �
2$ \ \ ?\ 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
N SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. Z
10
2 v11"n 17 \\ 0 7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN 2
PROPOSED PROPERTY \ 7 O 8 UNDISTURBED UNLESS COORDINATED WITH RESPECTIVE UTILITY
LINE 12 , .\� \ w�
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
\Np• \ - DUE TO CONSTRUCTION OPERATIONS.
Npp \\ 15 R 9. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
5. '
•p 5R DISTORTION.J6 / ra
10. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
9
t \ ; UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
\ 13 0 \ 11. THE G.C. SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN ,� W
w
\ \ 2 00, 1OR \ / AT ALL TIMES. �--+ E" o '
\ 23 g1' j P IL SET 12. G.C. WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE. PER OWNER'S
SPECIFICATIONS OR COORDINATE WITH SIGNAGE CONTRACTOR. � u
3. 10'R 14 A
\ 10'R 13. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE �+ �+ p r
23 1?. UNI ESS NOTED DIFFERENT ON PLAN. Q "
14. AL.. UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
\ \ l 22 5p0 2 / fY75 15. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE W
w 3 12 1 / / 14 5'R DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY t�i p
\0 1 23 ' MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
\ 2� 1� ACCORDANCE WITH THE SPECIFICATIONS. CQ
\ 00� , - O
\\c 5'R t6 o 17 j9���13 \ 16. CTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
\ 11 9 J LINE CUR TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, p
15 R ` � �� � � PROPOSED PROPERTY CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
\m 15'R DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
\ r `t REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
\% 17. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND
\ 17
O 5'R SHALL CONFORM TO NCDOT.
2 ,r
\ 19 18. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER
\ 1o'R 1 BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 98% OF THE
- \ 15'R - 0 " �} STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT
10 -. (IF 0.VAILABLE).
1
PK NAIL G 19. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO
SET �h`�' VY25Q NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR t
A COMPLETE AND WORKING SYSTEM. V
No II--I
20. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE N O
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE A/
/1 �n GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE [^T,
TRANSMITTAL LETTER TO THE ENGINEER. Q�
I�, (Y1[• SITE CONSTRUCTION NOTES AND DETAILS
CATCH CURB AND GUTTER PER DETAIL SHEET 21. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY CON O
THE "" a
T, \ TRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE �
2'-6" CURB AND GUTTER PER DETAIL SHEET
SUB,AITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS Z
"` O2 SPILL CURB AND GUTTER PER DETAIL SHEET SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 1•-1
CONSTRUCT CONCRETE WALK PER DETAIL SHEET 22. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
CONSTRUCT CONCRETE H.C. RAMP PER DETAIL SHEET
� �^✓ � G�l U O PAINT H.C. SYMBOL PER DETAIL SHEET 23• CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOC.%TION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE Z
\n p \\v sO INSTALL H.C. SIGN (MT. ON BUILDING) PER DETAIL SHEET SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO 0
SITE/UTILITY LEGEND 1/ D+ O7 TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
� \ ` NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
SITE DATA O8 STANDARD ASPHALT PAVEMENT PER DETAIL SHEET FRO+A THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO
PROPOSED PROPOSED ��1( ure„v ni rtv •cou•ir oAucucur Oro DETAII, curry REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
\ FY : G FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "NORTH CAROLINA ONE CALL"
1. SITE ADDRESS:
WATERLINE �1 G� \\ N.C. HIGHWAY 211 gO CONSTRUCT DUMPSTER PAD PER DETAIL SHEET TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
m HANDICAP RAMP (�� J`'
rn �� SANITARY SEWER 2. DEVELOPER: ROES-CIVELLO DEVELOPMENTS, INC. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
\ �9 , 10 NOSE DOWN CURB
m rtr0 FIRE HYDRANT ASSEMBLY W 2522S TRI-CENTER BLVD.
(; GAS LINE t/`L �_`�+t 1q' DURHAM, NORTH CAROLINA 11 PAINT 4" WIDE WHITE STRIPES 0 45' 2'-0" O.C. 24, FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
UFE 13 WATER METER `✓ J \ ` O
UNDERGROUND ELECTRIC �fJ Qjf` PHONE: [phone] 25. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
OE OVERHEAD ELECTRIC .. WATER VALVE (�) J!>7 C / PHONE: �919; 572-0290 12 PAINT 4" WIDE WHITE STRIPE
T TELEPHONE LINE O METER & VAULT v �1 f G \e CONTACT: JERRY ROOT
k^ y 13 4" STEEL PIPE BOLLARD PER DETAIL SHEET
BACKFLOW PREVENTER !� 0 "\
o X FENCE LINE © � !t \" '\ 3. USE: DRUG STORE 26. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS
n . REDUCER �l J 1 14 MATCH EXISTING CURB & GUTTER
O NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND aEwECT as
PHASE LINE AT ENTRANCE EXIT LOCATIONS, PER LOCAL STANDARDS.
cn O N BLOW-OFF ('�. a k 4. ZONING: C-2 15 REMOVE EXISTING CURB AND GUTTER / KER--99440
PROPERTY LINE r`�>\ 4I 0
11
3 RIGHT-OF-WAY LINE • SANITARY SEWER MANHOLE /\ \` 5. TAX MAP NO.: DB 323, PAGE 62 16 CONC. PAD PER DETAIL SHEET ' KER99045
�� �� O 27. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES.
EASEMENT LINE • SEWER CLEAN-OUT v DB 601, PAGE 185 CHSOYBp .
17 TRAFFIC ARROWS PER DETAIL SHEET 8[S
CENTERLINE * LIGHT POLE YARD LIGHTS 6. SITE AREA: 1.11 ACRE (48,436 SQ. FT.)
250 CONTOUR •* 18 "DO NOT ENTER" SIGNAGE >YniN pY"
o QtJ� �Q^ yQ r� 7. WATER: CITY OF SOUTHPORT PUBLIC WORKS n JES
rn CONSTRUCTION ENTRANCE HANDICAP sYMeoL �" »2 \0 19 STOP SIGN PER NCDOT
OEM �� o�� 8. SEWER: SEPTIC TANK GRAPHIC SCALE sue° 1"�20'
w ­� TRAFFIC DIRECTIONAL ARROW \' `� 2O WHEEL STOP PER DETAIL SHEET
9. BUILDING AREA/140. OF STORIES: 9,949 S.F. / ONE STORY 20 0 10 20 40 So ";
7--20-99
CONCRETE PROPOSED SPOT ELEVATION PROPOSED SPILL ELEVATION 21 IDENTIFICATION SIGN (SEE ARCH. DETAILS)
Q \ y 10. PARKING REQUIRED: 34 SPACES (1 PER 300 SO. FT.)
CURBNOTE: Q�e
PAINT STRIPING BASED UPON FIELS INVESTIGATIONS THERE ARE NO WETLANDS LOCH E 11. PARKING PROVIDED: 46 SPACES (INCLUDES 4 HANDICAP) CONSTRUCT CONCRETE H.C. RAMP (DEPRESSED) PER DETAIL SHEET SHEET No.
Y HEAVY Dun PAVEMENT ON THE SUBJECT PROPERTY. \ � 23 UNDERGROUND SAND FILTER PER DETAIL SHEET ( IN FEET ) V��
12. IMPERVIOUS AREA: 38,821 S.F. I inch = 20 ft.
L r PRELIMINARY DESIGN - NOT ltl?LI? 15P:U 1'Olt CONSTRUCTION MCADAMS

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TEMPORARY
t4 CONSTRUCTION (n.t.s.) P" F 0 0
VICINITY MAP ��.1
ZA u5 ENTRANCE Mj rC)
�../ X 0
W
24.50 °' '0
00
)0 0 �� �0 � CONSTRUCTION SEQUENCE z a a: °.'
� �
Q THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT "'014'18+
24.00 -�24.50 c
°��o J� o o �`, COMPLIANCE NTH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND � t��' ,f'
Cl o ORDINANCES IS MAINTAINED
INTAINED THROUGHOUT EXECUTION OF HIS PROJECT
l 1 1 OP
SPILLING CUR (TYP.) (TO BE REMOVED) 4 '� 24.50 1. CONSTRUCT CONSTRUCTION ENTRANCE PAD.
u © 2 24.00 2. INSTALL SILT FENCE, DETENTION/SILT BASIN & SEDIMENT TRAP AS SHOWN ON PLANS.
x - 22 50 3. INSTALL STORM DRAINAGE. 24501
22.00 23.0 23.90 4. PLACE STONE ON ENTRANCE DRIVE AND PARKING AREAS
` 5. INSTALL INLET PROTECTION ON STORM INLETS :` FNG �F4
22.50 23.40 6. EXCAVATE AND PROMPTLY SEED/MULCH PERIMETER AREAS OF SITE. ': O,?
J 22.00 ; 3 g0 \ 7. GRADE AND
EXCAVATE BUILDING, FOR BUILDING PAD AND FOUNDATION AREA. �''p� � „"l,r��*+��
B. fie0 23.00 DA#5 T 9. FINE GRADE AROUND BUILDING, SPREAD TOPSOIL, SEED OR SOD AS APPLICABLE.
E.I.P. 1 22.5 =0.25 AC.
10. FINE GRADE PARKING AREA, ADD STONE WHERE NECESSARY, CONSTRUCT STRUCTURES.
24.25 24.50 11. FINE GRADE AND SEED OR SOD DISTURBED AREAS.
24.30 23.75 24.00 ; j 12. REMOVE ALL EROSION CONTROL STRUCTURES.
23.80 \ 1K�, 13 REMOVE ACCUMULATED SILT FROM ALL EXISTING DRAINAGE
EXISTING YI TO _. _, ✓ 23.90
�,�` BE REMOVED AND \ 23.40
23.50 / u REPLACED W JUNCTION . \
/ \
23.00 \ JUNCTION BOX \
23.00 18.3 DA#1 ��\\,
22.50 23.25 V INV- 0 24.30 =0.28 AC. r Z
23.25 2
O '
11.4 1N 18.a' KE F� �:• .� y i t 0
• ✓ . p \ 'y,
\ -0.04 AC. g• 24.25 1y
` �It'dSe �NG \\ 23.00 � � 23.75ro A � 23.0 i � EROSION CONTROL NOTES
22.50 sA *;. •.. 1 'I') AGF \. 23 �1
\\ I \ 1) PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
q f( `V RLS - "'^:,'�,^ : \ ,A\5� 1 '' �� y.. TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
\ ) r \ � �h '• REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION
24.00 ZA. SHALL BE APPLIED IN SEVEN DAYS TO DENUDED AREAS THAT MAY
23.50 k 162LF, 24" RCP \ �� ' NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) a
TO BE REMOVED ty ��" `' j i�" y'y FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE pq
\� 11 1 APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
�4
\ D #2 23.40 ONE YEAR. P4,0, 0
Z
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✓ i \ 06 AC. " of cp 22.90
i - k 2) ALL CUT AND FILL SLOPES CHANNELSIDE SLOPES WHICH ARE NOT TO E" O
23:50 t BE PAVED SHALL BE SEEDED SEEDED UNTIL A GOOD STAND OF GRASS Z
23.30 RIM "I.E+
' \ 23,00 Q 23. y IS OBTAINED IN ACCORDANCE WITH:
` • 22.80 4V IN1E.4°
22.6060 - fl A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE ORINV C�
\ 23.50 .; NV ')tJ18'83° %r < EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL\\ 24.00 / 24� RIM 2:%.#'
22 90 ESTABLISHMENT. r-
NY If 18
2.cj, -�,.._ INV IN lb ti,� B. 20 LBS.SOF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 0
0 22.40 EX. YI TO BE f z
_ ) 9NV IN 1ti.t. SQUARE„P " BORE ti� L REMOVED AND r INV Oa,;"f �,.>. 't. C. VARETIESOTOTBE SEEDED:
•4' \ -2 23.10 =0,23 A . • Q ': 1 REPIL ED W/ ( ,%f Q E
22.60 (1r 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5
JUNCTION BOX
2325 Z ' ,,' PK NAIL LBS. PER 1,000 SQUARE FOOT. � P;
22.75 24.50 A SET 2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE O ix
\ GO r r GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL
23.10 24.00 a a 22.50 OF SAWDUST FOR UNIFORM SEEDING.
22.60
i Y. 2.00 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL C\2
22.95 \ \ GH�e l y�/ { SEEDING WILL BE MULCHED.
LO
22.45 20\ 1
\ Qµ�NN(0 'gyp 22.70 % n 3) CONTINUING REVIEW ENGINEER DANDHEVALUA INTERESTEDER AGENCIES IIONOf THE METHOD USED FOR THE
1101 FtC
�2 23.50 \ 7 OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN Q
\ J SN APPROVED\ PROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
\ \
BY THE APPROVING AUTHORITY OF 0 SITE N SI INSPECTION INDICATED
THAT THE APPROVED
\ 23..25 25 = \ 1 CONTROLLING EROSION CONTROL IN
AND SEDIMENTATION OR IF BECAUSE OF
O 24.50
23 / CHANGED CIRCUMSTANCES. THE APPROVED PLAN CANNOT BE CARRIED OUT.'� r
„
\\
�• \ 24.00 ��� ,T ,
\ DA#2 ° 9-6 _. 4) CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL
24.25 =0.06 AC / _ UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
\\ 23.75 -0�' 23.0000 23. ° 23 5) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL"
•` ���
ANY EXCAVATION OR UTILITY WORK (1-800-632-4949).
10F I 6 EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED,
SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT
\ © 23.25 ENTER STORM DRAINAGE FACILITIES.
22.75 '"'
\ 7) PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE rl
KEPT
EH VEHICULAR TRAFFIC OR RUNOFCARRIED FROM THE SITE BY N 0.
O
yy' 8) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA V
THE CONSTRUCTION ENTRANCES. Z
PK NAIL
SET 9) EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE 1�K! Q
tiA iC UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO T O �"I
THE TRENCH.
z O
10) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND 0..4 � W
CONSTRUCTION IS 1.1 ACRES.
f f r GRADING/EROSION CONTROL
LEGEND
` z
PROPOSED PROPOSED
CA FLARED END SECTION STORM PIPE
CATCH -SF - - SILT FENCE
JUNCTION A BOX SF OX -TP -Tp - TREE PROTECTION
g
m
O STORM MANHOLE -X X- FENCE LINE
LD - - LIMITS OF DISTURBANCE
INLET PROTECTION
��J CLEARING LIMITS
m � DRAINAGE FLOW ARROW PROPERTY LINE
STRUCTURES PIPES RIGHT-OF-WAY LINE
+ X.XX PROPOSED SPOT ELEVATION
° D UNDERGROUND SAND FILTER #1 ® UNDERGROUND SAND FILTER #4 7O JUNCTION BOX 11 JUNCTION BOX LABEL LENGTH LF SIZE IN TYPE PROPoseD sPlu cuae - - EASEMENT LINE
m TOP OF GRATE= 22.0 TOP OF GRATE= 22.25 INVERT= 18.4 INVERT= 18.4 -1 6 12 LASS 4 20� 25 CONTOUR
OP & BOTTOM
o TOP OF SAND= 21.0 TOP OF SAND= 21.25 P-2 65 24 RCP CLASS 4 2000 CURB ELEVATIONS
a INVERT= 19.5 INVERT= 19.75 © JUNCTION BOX 1© JUNCTION BOX P-3 35 24 RCP CLASS 4 CONSTRUCTION ENTRANCE PROJECT No. KER-99040
uI SIZE= 28'Lx4'W SIZE= 4'Lx4'W INVERT= 18.4 INVERT= 19.0 P-4 10 24 RCP CLASS 4
now
P-5 24 24 RCP CLASS 4 SAND FILTER
3 2Q UNDERGROUND SAND FILTER 2 Q5 UNDERGROUND SAND FILTER #5 9Q JUNCTION BOX 1© JUNCTION BOX P-6 128 24 RCP CLASS 4 """" """" " " WATERSHED BOUNDARY P11JI+AYE: KER9904G
TOP OF GRATE= 22.45 TOP OF GRATE= 22 INVERT= 18.4 INVERT= 18.4 P-7 22 24 RCP CLASS 4 SEDIMENT CHAMBER
TOP OF SAND= 21.45 TOP OF SAND= 21 P-8 1 25 1 24 IRCP CLASS 41 ® CRectED HY, : $
INVERT= 19.95 INVERT= 19.5 1® JUNCTION BOX 14 JUNCTION BOX SAND CHAMBER DR11fN BY:
v SIZE= 8'Lx4'W SIZE= 24'Lx4'W INVERT= 18.4 INVERT= 18.5 JE$
30 UNDERGROUND SAND FILTER #3 © UNDERGROUND SAND FILTER #6 GRAPHIC SCALE SCALE
w TOP OF GRATE= 23.75 TOP OF GRATE= 22.75
TOP OF SAND= 22.75 TOP OF SAND= 21.75 20 0 10 20 40 90 DATA'x 7-20-99
INVERT= 21.25 INVERT= 20.25
SIZE= 24'Lx4'W SIZE= 4'Lx4'W NOTE: SHEET No. w _ w
BASED UPON FIELD INVESTIGATORS THERE ARE NO WETLANDS ( ) !V' v{
LOCATED ON SUBJECT PROPERTY. IN FEE
T
1 inch = 20 ft. McADAMS
PREL1.\1LNARY DESIGN' - NO'1' RELEASED FOR CONSTRUCTION
T
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„ A „
VARIES
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2
v ° 44 ° o a ° ° °
4 ® ° m 4 ° o q ° c 1s26
00 c
- - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — —
PA• SITE 0 O
° 4 RUP P4 Z
4 RpBER� I
MAINTENANCE NOTE:
� N
REGULAR MAINTENANCE IS ESSENTIAL TO THE LONG TERM PERFORMANCE AND DURABILITY OF THE SANDFILTER, AS IT IS z c p
WITH ALL STORMWATER BMPs. AT LEAST ONCE A YEAR EACH FILTER MUST BE INSPECTED AFTER A STORM TO DETERMINE ° O R'+ W P.
IF THE FILTER BED IS PASSING THE RUNOFF AS EXPECTED. DEPENDING MOSTLY ON THE ACTIVITIES OCCURRING IN THE ►� "4 Z lV
DRAINAGE AREA, MOST FILTERS WILL SHOW SOME DECREASED CAPACITY FOR FILTRATION AFTER A FEW YEARS.
MAINTENANCE OPERATIONS MUST BE PERFORMED WHEN STORMS OF APPROXIMATELY ONE INCH ARE NOT PASSING O
THROUGH THE FILTER WITHIN 24 HOURS. MAINTENANCE FOR SAND FILTERS CONSISTS OF REMOVING THE FIRST TWO OR VICINITY MAP 0
THREE INCHES OF DISCOLORED SAND, AND REPLACING THIS WITH NEW SAND. THE SAND THAT HAS BEEN REMOVED o (�f� E d, kO
WOULD THEN BE DEWATERED, IF NECESSARY, AND THEN LANDFILLED. AT THE SAME TIME THAT MAINTENANCE IS h�+l m
PERFORMED ON THE SAND CHAMBER, THE SEDIMENT CHAMBER SHOULD ALSO BE PUMPED AND CLEANED. IT IS MOST *__�CHAMENT
LIKELY THAT THE SEDIMENT REMOVED FROM THE FIRST CHAMBER WILL NEED TO BE DEWATERED BEFORE IT WILL BE CHAMBER . w u M 'r
ACCEPTED AT A LANDFILL.
G1 ^
NEENAH z ;W ? ”
R-4999-OX
NOTE, W -0.' 0" COD
BOLTED GRATE
CONTACT NEENAH FOUNDRY COMPANY (1-414-725-7000) FOR GRATES AND SUGGESTED (TYPE "D") °
FORMING PROCEDURES FOR INSTALLING NEENAH DRAINING STRUCTURES.
0
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NEENAH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / °a
•— R-4999-OX / / / / / / i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / i ;.•:•: '•;:•: ;•;•°:•:•`•:•: •:•:•:••: „
BOLTED SOLID / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ,.;:•: :i; 3ANd614TE��
(TYPE "D")
WEIR FLOW 4
COVER GRATES
L./ / /�-/,��11111 1 1 L L L L/ / � L/ / /��111111 1 1 L L L L// / °OVERLAND FLO
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° ° ° ° 4 ° o °I 4 ° 1 1 armmz
° ° 7 7TTT � 0
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4 o NTS
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SEDIMENTATION—
4 ° a a
CHAMBER ° I 24" RCP
(HEAVY SEDIMENTS, v Q ° CLASS IV
ORGANICS, DEBRIS)
° r 4 NEENAHJUNCTION o
° o R-4999-OX BOX
BOLTED SOLID / °
SCREEN COVERED WITH 4 ° (TYPE "D")
FILTER FABRIC ° ° a ° 44 . JUNCTION
a C -° 4 ° o BOX
6" PVC °
OUTLET PIPE
4
UNDERGROUND SAND FILTER a o / / I I a
NTS 4 0 ° ° N
24" RCP
CLASS IV
NEENAH NEENAH NEENAH V �"
R-4999-OX R-4999-OX R-4999-OX "A
BOLTED GRATE 1/2•' BOLTED SOLID 1/2" BOLTED SOLID (Yj
(TYPE "A") REBARS (TYPE "D") REBARS (TYPE "D")
2" O.C. 2" O.C. '' O
3" 19.5" 6" 19.5" 6" 19.5" 6" 6" 4 8" 4 8 4' 6"CURB CURE U QNN.I/
FLOW (WHERE NECESSARY) �° (WHERE NECESSARY a° W
o c WEIR ,r . �!,/ N ��• �r i
a 1/2" REBARS, WEIR '�' �,f'J WEIR
c�
6" O.C. EACH WAY SEDIMENT ,/'JUNCTION��•
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CHAMBER o
BOX
rn
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PROVIDE NIPPLEFITTINGS
b Lis
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. `"�l�`vi'i:•::�t%i%i'::�•i:c:��t°i:i:.:i:c:i�l:i::�li�i ��i:i'��
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0 i
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0
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3,000 PSI
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4
1° PVC WEEP
cT.No.Crawe. . a . . . . . . . .• . . . . . . . . . .. . . . . < . . . . . . : PIPE,'• OUTFACE
PIPES, 4' SPACING F!L'
6" PVC
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4"2 OUTLET
° PIP
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SECTION B—B SECTION A—A
o DATE:
a NTS NTS
SHEET a
NO.
C-7
0
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