SW8990412_APPROVED PLANS_20000413

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑D CURRENT PERMIT
2 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ol- p(lq
YYYYMMDD

REVISIONS
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o fDaoi/e Description By
o: STORMWATER
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�. AREA STER IP / �-WELLSITE. W z
CONTRACTOR SHALL OBTAIN WELL INSTALL4TION w
\ X PERMIT FROM N.H.000NTY HEALTH DEPAR'"MFNT
/ PRIOR TO INSTALLATION. z U
f CONTRACTOR SHALL CONFIRM WELL LOCATION w
/- A! WITH HEALTH DEPARTMENT AND CONTACT
ENGINEER WITH CONFLICTS PRIOR TO Z
INSTALLATION.
D.I. NO. 1 �
o-6 ENCROACMENT / �} II x INV. 30.7 Z �y
DWI \ Jo 3 r�>
�v�4i / II I Qm N RELOCATE EXISTING / O
J AIRPORT INDUSTRIAL PARK END DITCM ` � y �� N- 9 // I x CHAIN LINK FENCE l"
a4l MATCH EXISTING -SDMH NO.
INVERT 29.0t 1 TOP 35.5 /
INV. 29.9 f- .j am>" �/ Y p / c
CLEAN APPROX. 50 LF f_i _ 175' I t 5j x F+Fi F+Oi jy
-CLEAN
EXISTING OPEN DITCH 6" EXTRUDED CUR 6 / •-34.0 � � o I � 1-" EF4 Pr �
ay \ \ 3 � 15"F.E.S. INV. 29.8 yF �_
w 4'x5'x18" E.D. Y S s /a y° GRAVEL AREA �h. _ \ "
\ PROPOSED o° �' / m NOW OR FORMERLY U
\ \ F` a 7 \ X� WALDKIRCH & SAUNDERS a
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INV. 29.2 �� l�F+ PROPOSED DETENTION POND T� / /i/ �a. �// 15 . W wu- I ° PROPOSER WAREHOU E 77'/7'7 / �, O
TOP OF BANK 32.5 / / /
`ss �BF� FLOOD POOL 31.35 9AF / / 0D �p0(1) a� 69 0 SF �/ 7'' wz I �'
�P P NORMAL POOL 30.4 %// / a►i aa � F.F. EL. 35.5 a 3 LOADING 00
BOTTOM 25.9 ' ✓ I °D O0 2gl PECAN \\\ o s 3A DOCK
w / EXISTING TRESS TO REMAIN PROPOSED N I r�� "L t
(L WAREHOUSE
HA /,�//�` o-`•'// 0 18' 24vS ga I ary \\ �i 1800 SF 15bAK,i� 9 6' WOOD FENCE ~+
�' hs OF GRAVEL g'?,o ° INV. 29.88�t3 r'S 7K ti x
: © D.I. N0. 3 f 0
PROP SED \ 3i ` .. .>°.. ' \ IM 34.0 `�* a �S / 7"OAK I (�
INV. 29.65 �a \O A� 3t �/ \ ah e 8 c� 28 PECAN \ 0
\ ps ym -tly�P 30.1 ya? N 13' "
�+ \ \ z4\F 32
NOTE: CONTRACTOR SHALL INSTALL \ o c r O co
26"PECAN u I�1 $-+ ,-_t
°P NEW OPEN DITG'H (3:1). FIELD UNDE ROUND\ OS •' �P I \ a x D.I. NO. 2 r � +� O O
CABLE � \ ti� � . p a? �F (2504) TIE IN TO � � RIM )3.5 V T/� 0 LID
1 a
VERIFY LOCATION OF EXISTING WARNING IGN x. a.. - s O I I
rc p UNDERGROUND U�{LITIES PRIOR o o �•'•'•'•'• E' o- •'•'•'•' • • • • • • • • • • ao s (352) INV. 30.40 F�
(�p1 EXIST SSCO
2�' a ' ` 3 (206) 174 g° s �n FIELD VERIFY = F.1 o-1 Z Co co
d+ TO INSTALLATION. ORDINATE �6 • a a" a "5 a' / I INVERT 2 - _ -TST N0. 1 .�• CO
5 WITH ENGINEER AND NCDOT. qg o \� - - _ A -- - a. ,. - - - }� - 18"F.E.S. INV. 30.9
4+y pf
e3�j / \ ss 7 A a" _ / a9 p a uo x _ -x w/5,'X10'x2' E.D.. _ _RL
?' �o \ TE \ / h INV. 31. " a' _ h m- INV. 31.1 /' " ^y�' P= 7 INv. 2s.z vl
\ 18"F.E.S. INV. 30.2 \ - 00000 I ,. `' 1 ry' EIS IST. 18"RCP ® t.zs'o
/ a a o EXIST. OPEN DITC TO REMAIN -=y
w/5'x10'x2' E.D. \ a - / 3z"sv -3' s 2s'sr 2a"src zs'sr 30'R / 2 . P I
r,� 55 9S -SS- --ss- INV. 27.21 U •• N
/ ate o �� N o INV. 29.51 INV. 26.71 �1
- �' - - - - - - - --I - - ,�- w,�� w�� E0 - - - NEW 18"RCP Q� M 0 rui/ OUTLET STRUCTURE ' - ��
/ (SEE DETAIL) EDGE OF PAVEMENT _ - - 0 R A N x77 SSMH - _ _ _ INV. 29.2 a
/ \ 50 OLD WRIG ROAD SR 1319 TOP 33.93 29.25 IN h `t a' �"
R A N CONSTRUCTION INV. 31.3 FORMERLY WINTER PARK-WRIGHTSBORO ROAD INV. 25.06 OUT v
O \ EN HMARK ENTRANCE
RR SPIKE IN TREE 5'X1 O'x2' E. PUBLIC 6D� R/W TOP 24.46
o- ELEVATION 36.58 yak _E- -E- OHE - ?a - -E_ P MATCH XISTING INV. 24.46
R.R. SROSSING� ?° '4;p-GN 148' "f 160 ASPHALT GRADE 33.5t
,
\
\ CONTRACTOR SHALL RELAY EXISTING
-MATCH EXISTING SS SERVICE TO PROVIDE INVERT luuuttt7 /
\
ASPHALT GRADE 34.9t27.0CA(�INTO EXISTING MANHOLE N
(CORE DRILL TAP INTO EXIST. MANHOLE) ��`� � •��Qq�y, � �'�
SITE PLAN , = ' S E A L
1" = 30' NOTE: NO WETLANDS EXIST ON THIS SITE. =y 17374
LEGEND
- -- -32- - - - EXISTING CONTOUR
7a EXISTING SPOT ELEVATION E C E I V E
�REGO .
PROPOSED SPOT ELEVATION SITE DATA L� APR 13 2000
TOTAL AREA 1.25 ACRES
® DROP INLET w/INLET PROTECTION ZONING A-1 pROJ 1 �CU¢(Z - DATE 08-26-99
-� �- STORMWATER RUNOFF DIRECTION BUILDING AREA 10,500 SF DESIGN PGT
OFFICE AREA 1,800 SF
CONCRETE AREA WAREHOUSE AREA 8,700 SF DRAWN MVL
PARKING SPACES REQUIRED 14
(175) LANDSCAPING w/AREA PARKING SPACES PROVIDED 14
*��■ �°^_""'�' LIMITS OF DISTURBANCE 10 EMPLOYEES
TSF ASPHAMLPT NY AREAVEHICLES
1f 26,335 SF c 1
- * TEMPORARY SILT FENCE CONCRETE AREA 300 SF
TEMPORARY SEDIMENT TRAP LANDSCAPING AREA REQUIRED: 2397 SF
LANDSCAPING AREA PROVIDED: 3236 SF
APR 12 2000 SHEET 1 OF 2
98057

o REVISIONS
Date Description By
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DUMPSTER / WELLSITE. O
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AREA Ip CONTRACTOR SHALL OBTAIN WELL INSTALLATION
\ X PERMIT FROM N.H.000NTY HEALTH DEPARTMENT
PRIOR TO INSTALLATION. y Fr U
v' CONTRACTOR SHALL CONFIRM WELL LOCATION 1 � w
WITH HEALTH DEPARTMENT AND CONTACT
t/ ENGINEER WITH CONFLICTS PRIOR TO N Z
INSTALLATION. F+-1
ENCROACMENf D.I. NO. 1 0
X/ s RIM 32.5 z x
INV. 30.7
O 11 I I 1•r~/-1_
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AIRPORT IN ?USTRIAL PARK END WCN / K � 1 II RELOCATE EXISTING .� ® I
'3� x CHAIN LINK FENCE
I TOP 35.5 ///
INV. 29.9 F j ,t�^: o � ' s _-P x 'a w Ir'A�r'•
+lam 1
0 6" EXTRUDED CUR �r`o �'-,�� � .-3a.o k �Z � O
�h. �h.
.S. INV. 29.8
c1 od E cn
I ' w/4/4'x5'x18" E.D. i (6 JA , s9 GRAVEL
AREA yhh
INV. 30.38 r :� - �k' .r �h' > o `� ��m NOW OR FORMERLY
PROPOSED DETENTION POND
WALDKIRCH do SAUNDERS
\\ '' h O ^ O
TOP OF BANK 32.5 CO Ww� ° PROPOSE WAREHOU E �777`7
FLOOD POOL 31.35 �A � CO OUtn, I- y V ?'' w
s? d� , k y F.F.9EL. 35.5 a 3 I LOADING w NORMAL POOL 30.4 d'
�? BOTTOM 25.9 z W O� �z PECAN 0 DOCK r 1�
\ 2 I aO �W/ EXISTING TRES TO REMAIN PROPOSED N� 1 �,�' ' v
INV. 30.17 _ ;.'. I WAREHOUSE z
\ RAN 0 18' 24ts h� �" 1800 SF 15,0 ° ffS
_ 0. = : : :, h „tip ED• OF GRq '}o INV. 29,8f ryg 6' WOOD FENCE
q D?CH sy 0 7 r X ..� --�
h D.I. IN 3 f r, O
ti y? ,°!" %< wo IM 34.0 �A e �s I 7"0AK W
•-GN1,�f.�0 30.1 'Sh N 1 JR ` 28-PECAN M. '� le
I 'hk 'h�` I r 1
h+•1
1 2 SCAN ? x D.I. NO. 2c�0
, . . . . - r- ,? �R s (2504) To 0 ( RIM 33.5 V F.4 ►n 0 a�. . . . . s EXIST.� 7 (352) INV. 30.40 O 1 1
yeti j UNDERGROL, , (20 3 174 6 s I w FIELD VERIFY Z Z to Ch
'0 Tk.� $y S,S16 / a° \M✓ARNING SIGN ems- a w - a k - - INVERT 2 - 18"F.E.S. INV. 29.7 - /-TST NO. 1 t0 Cp
? sb / %trra w/,�'"X_10'x2' E.D.. - -RL - ° F1 Gi I I z
P o o S6 \ EJP 1 SWALE INV. 30. 'S ^� - - - - - - - - - -
/ \ ° ° a �y� I V. 2 61) ? O O O z
;. / -s -� h' e e o ,�.� 3;1 .... + '�°' •_. hh INV. 29.2 ,1,? V1 0 0 .--1 w
4/ OUTLET STRUCTURE "' 18" P � - -3 "°°° e`o~ '� ��\� 1 " e AbIST. 18"RCP 0 1.257 O a.
/ \ a - - Y / 32"SY ~, 25"SY 24"SYC 25"SY 30'R EXIST. OPE DITCy�TO_REMNN ,,,_y. OL
(SEE DETAIL) `� " , IA 30 p � � 3 � r. ry e 29. P=' �• � P1 O O
ITIB�LIN PtT '°1. b r..•, 1 p /�
/ NCDOT MH NO. � � �' ° _ ._ - .. . ti. I `[J INV. zs.71 e
/ -EXtSTfRG THE - 56' GRE6- a ",,,,,:G; ° _"" ," u,,. EOP
f�1p w• NV. 27.21 �
RIM 34.5 - - - - - - - �4_., - -'1 - - - - IST�GJ TG-- . , - - - - - - INV. 29.51 Fy r" m
/ INV. 30.25 _ EDGE OF PAVEMENT - - _ _ BE REMOVED TYP _ _ IST. S MH NV 29.2 NEW CP 'y 0 V
/ 18"F.E.S. INV. 3 .2 OLD WRIGHT- D ROAD SR 1319 ir°v z9:zs w - - - - - - - - - - - H �' Q' �'
BE REMOVED TYP CONSTRUCTION CLEAN EXISTING
w/5'x10'x2' E.D. BENCHMARK ENTRANCE INV. 29.85 FORMERLY WINTER PARK-WRIGHTSBORO ROAD INV. 25.06 OUT OPEN DITCH TO REPLACE EXIST. 12"RCP
RR SPIKE !N TREE 6 5'X10'x2' E. PUBLIC 60' R/W PROPOSED GRADES w/40 LF 18"RCP 9 C1.5% TOP 3 .
k p 1 , TOP 30.46
ELEVATION 36.58 s� y.
ONE 7 w/5'x10'x2 ED. INV. z4.as
o � -E- -E- -E - -E- �PP MATCH ISTING G�
R.R. CROSSING
slcN ' ASPHALT GRADE 33.5t
CLEAN EXISTING I
OPEN DITCH
ru>
MATCH EXISTING CONTRACTOR SHALL RELAY EXISTING CI
ASPHALT GRADE 34.9f SS SERVICE TO PROVIDE INVERT \`jltllullr�
INTO EXISTING MANHOLE AT 27.0 REVISE LIMITS TO BE AFOUND �`�
(CORE DRILL TAP INTO EXIST. MANHOLE) 12" RCP TO BE REPLACED �N '• "'�G
SITE PLAN r .•�
1" = 30' NOTE: NO WETLANDS EXIST ON THIS SITE. - 17374
LEGEND _ :, ��-
i
EXISTING CONTOUR (
7"6 EXISTING SPOT ELEVATION s ' + d I+' .6 ems. /A REGv`' `
�1q PROPOSED SPOT ELEVATION SITE DATA F* a 1/111111 0\\
TOTAL AREA 1.25 ACRES C E C E I V E
DROP INLET w/INLET PROTECTION ZONING A-1 DATE 08-26-99
STORMWATER RUNOFF DIRECTION OBUILDING FFICE AREA 1,50 SSF @ J,
lzT
CONCRETE AREA WAREHOUSE AREA 1,700 SF APPROVED� AUG 2 G �999 �' DESIGN PGT
PARKING SPACES REQUIRED 14 NORTH GAROLMA E Ta.L o y� v /z DRAWN MVL
(175) LANDSCAPING w/AREA PARKING SPACES PROVIDED 14 DIvis%lli 6-F T f, `' Pa0j n w `t`L `f
10 EMPLOYEES � rr,,��
LIMITS OF DISTURBANCE 2 COMPANY VEHICLES 21 yT 19�1 �' 1,
1t TSF * TEMPORARY SILT FENCE ASPHALT AREA 26,335 SF Date C1
CONCRETE AREA 300 SF Stormwater Permit No.�; q DAM PRIMED 1
TEMPORARY SEDIMENT TRAP LANDSCAPING AREA REQUIRED: 2397 SF
LANDSCAPING AREA PROVIDED: 3236 SF AIG 2 6 1999
SHEET 1 OF 2
98057

2x4 WOOD FRAME LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OP SITE WORK NOTES REVISIONS
1'-6" x 1'-0" x .080 STD. ALUM. WOOD OR STEEL STAKE REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURAL 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
HANDICAPPED PARKING SIGN FABRIC VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND 2 CLLEEADRIINGS CONTRACTOR SHALL TION BOTH ON AND IATELY EMOVE ALLADJACENT TREESO DE SITE. NO.
VEGETATION WITHIN LIMITS Date Description By
T- TO READ "RESERVED PARKING" DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
RESERVED WITH IDENTIFICATION SYMBOL. O OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
BOLT TO WD. POST W/ 3/8" CANDIUM 0 m 7Sc LISTED IN SECTION 67-1. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
CUT OR TOOLED PARKING PLATED NUTS, BOLTS & WASHERS. I VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
JOINT (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
a0 9" x 1'-0" x .080 STD ALUM. SIGN 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
a 9" READ "VAN ACCESSIBLE". A A RUNOFF WATER 7 ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
02 '� N BOLT TO WD. POST WITH 7/8. CANDIU w/SEDIMENT-- OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR 5.. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
a aOOO REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED' FACILITY.
�y g• PLATED NUTS, BOLTS & WASHERS VEHICULAR USE A LANDSCAPING PLAN SHALL BE SUBMITTED IN
�"'" P INLET 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
�- a i SEDIMENT pF�p ACCORDANCE WITH SECTION 67-8. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
ro 9" x 1'-O" x .080 STD ALUM. SIGN Nn I w/GRATE
TO READ MAXIMUM PENALTY $100, : 2 DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
I. 12" .I GS 20-37.6". BOLT TO WD. POST a- I � BURIED FABRIC SKIRT ( ) FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
r COLORS 1 WITH 3/8" CANDIUM PLATED Do AS DIRECTED BY ENGINEER FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
$$ LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISHED PROPERLY PERMITTED FACILITY AS REQUIRED.
OF ALL
/EOX
INT(I701'NP.) BACKGITE ROUND`OWHITEE BACKGROUND PRESSURE TREATED 4"x4" POST. GRADE I I I I EGHTP KIRELT N PERIMETERS
SHALL BE REQUIRED EALONGIP 9 EXISTING THE �LITIESTOR IDURNGOCONSTRUCTION. BEFORE COMMENCING ANY NSIBLE FOR THE LOCATION AND NEXXCAATIONS
SEE PLAN IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
1-1/2"R( ) 1-1/2"R(TYP) I PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A 10. TTHEIR INTENT TO HE CONTRACTOR SMALL BE IN WRITING, NOT LESS
ESSCOO THAN
1 DAYS
SNPRIOIR T EXCAVATING.
Z - MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
MAXIMUM �/� 11711111
11 1 I1 I- EE PLAN EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A APPROPRIATE PERSONNEL.
9ROOM FINISH RPENDICUIAR ,
•- TO PEDESTRIAN OW DIRECTION `a, PENALTY rn � k _ - - BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 11. EXISTING SURVEYING PERFORMED BY SHERWIN D. CRIBB AND SUPPLIED BY THE OWNER.
.-. a $1 O0 /8"(TYP) 11 /8"(TYP) -III-III- III-III- O I FIAR,RI OR 2X4 WOOD FRAME WOOD OR SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
I I -I I I=I� �-I I I-I I II 0 SEMION A - A VVEEb^� A.) STEEL STATE INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) THE PRIOR CONTRACTOR
INSTALLATION.IO REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PLANR III-III- III-III= 13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III-I IL-'I=III ENERGY DISSIPATOR DROP INLET BURIED FABRIC SKRT B PARKING LOT INTERIORS - INTERIOR LANCSCAPING HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
4" SIDEWALK BACKGROUND - WHITE BACKGROUND WHITE _ w/ATE ( )
3000 I'S1 e" =III=III=1=III IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE 14. ALL PVC UTILITY MANS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
CONCRETE t 8".1 EXP. '-� _ iv
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING 15. AALL SERVICFINAL EACONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
TYPICALHANDICAPPED SIGN DETAIL SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
BE USED FOR PARKING, LOADING-AREA OR FOR OTHER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
NTS VEHICULAR USE OR PEDESTRIAN USE. INTERIOR 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
�- WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
\ . _ r , LAIDSCAPING SHALL BE (N THE FORM OF PLANTING OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
6x8-10/70 W.W.M. `COMPACTED. 3 S" AIRCRAFT �A ER ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
suecRADE CABLE, CONT. G DCCEESS 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
SECTION _1 " AT CORNERS PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO ,D DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
CONCRETE SIDEWALK CONTROL JOINT ASPHALT .r: . MAN NOTES. FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
TYPICAL SIDEWALK AND THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 19. USE WHITE LANE MARKING PANT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
/¢ R FBAR 0 POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
WHEEL CHAIR RAMP DETAIL 5•-•0 O.C. x 12" (50 LB/ 11NCH MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 Ft ABOVE THE DROP INLET CREST. BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR i*)
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY NIGHT REFLECTING. ill
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEM20RA Y S. PLACE THE BOTTOM 12 INCHES t)f THE FABRIC IN A TRENCH AND FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL 20. DUCTILE IRON SHALL BE CLASS 51.
EXTRUDED CURB 2' -M3" SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TIRM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE I,Z,
OR 12 INCHES OF COMPACTED SOIL FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED H--(
TUTS COARSE AGGREGATE ti APPLICATIONS. R MUST BE REPLACED EVERY 60 DAYS. c STRENGTH OF 3000 PSI O 28 DAYS - AR ENTRAINED. F-li
NOTES: 2" TYPE 1-2 (NCDOT) 1 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR 22. FIELD TESTING SHALL TH DONE BY AN INDEPENDENT DUET TESTING LABORATORY PAID FOR
OVERLAPPED TO THE NEXT STAKE 8Y THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 8" ABC STONE (NCDOT) 3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) PAID FOR BY THE CONTRACTOR. O
2. CONTRACTION JOINTS (C.JJ SPACE SAME AS SIDEWALK WIDTH. TEMPORARY GRAVELLED METAL WITH A MINIMUM LENGTH OF 3 Fr. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND 23. SEE GEOTECHNICAL REPORT NO. , DATED BY _
4. THICKEN SIDEWALK TO 6" N LAST 3'3. THICKEN SIDEWAUK TO B* AT ,WHERE R ABUTS PAVEMENT CONSTRUCTION ENTRANCE ` AP IMU OF KES EVENLY AROUND
MID SECURELYY DRIVEETHEM INTO BYPASSING
BI EAO TPE INLET �DODOWNNLET.OPff MADE ETHE ESSSARY TO BUILD
TEMPORARY
MAINTENANCE CONSTRUCTIOPE FROM THE DROP INLET TO KEEP RUNOFF FROM -NOR SEQUENCE
EQUENCIENA` REQUIREMENTS. N
WITH NO CURB. THE GROUND, APPROXIMATELY 18 INCHES DEEP. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
5. 1/2" EXPANSION JOINT (EJ.) REQUIRED AT 50' MAX. AT SIDEWALK NTS (1) ALL EXISTING VEGETATION THAT IS USED TO MEET EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. l, LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED r '
S. PROVIDE A LAYER OF 15f BLDG. FELT BETWEEN WALK AND ADJACENT II I 1- TEMPORARY FABRIC DROP INLET EROSION CONTROL MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED 8Y THE INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. v
PARALLING CURB OR STRUCTURE. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
NO PPA1 SE�nON Mpy y/�y NTS OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF BUT NOT UNITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
7. REINFORCE w/Bx6-10/10 W.W.M. D N LNG UPON FIELD CONDITIONS. VARIES 10' MAX. THE DEVELOPMENT. (3/9/88) INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING F"Ti
CONTRACTOR SHALL COORDINATE f.L.N
CURB 50' MAX. SPACING �TGUNEER TOMDETERRMIINE CONSTRUCTION.
SEE PLANOFOR PIPE /Y i (2) ARTIFICIAL FENCING SHALL 8E MAINTAINED, CLEANED
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
w OWNER & GEOTECHNICAL ORIENTATI
STEEL OR WOOD POST AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. r - F7 F
WIRE FABRIC BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN F, /Z
\\ BE KEPT FREE OF UTTER AND ADVERTISING. DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER O 0
° .° - - . . PAVEMENT SECTION r�„ .\ I- I I -I FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. N
`� ' ° °• '.° T is \ • FILTER FABRIC 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS w
MIN. 12-1/2 GA o I I
INTERMEDIATE WIRESI DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
I oo I NG ENTERING STORM DRAIN PIPING. O
UgE gRp$ LATE WINTER do EARLY SPRING 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
/ r ( 1 I I NN 3A �ATCH 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WfTH REEDING SCHEDULE AS
DINS ANDNCH- N-47 TEbIPORARY GRASSING DETAIL SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. Q
.4. A
YARD LETS SEEDING MIXTURE 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
CONC. COLLAR 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS I'�/-i.
�ii I I L _ _ _ -_ _J Air• RATE (Ib/aers) PLAN PROVE TO BE LESS EFFECTIVE. 0
. ANCHOR FABRIC SKIRT 11, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
o AS DIRECTED BY ENGINEER Rys (qr I") 120
I c Mnual lespede2a (Kobe In ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. r
Piedmont and Coastal Plain. MAINTENANCE REQUIREMENTS T r•i
43 PLAN Korean in Mountains) 50 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING T/•� l J
+ OmR annual Nopedwo when duration of temporary cover Is not to exte d
CIMASONRY
0 ASPHALT PAVEMENT bQ'N� June. SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
PLAN BLDG.-STRUCTURE LJ v 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND �J
NOTES: ELEV. VARIES SEEDING DATES: OPERATION FOLLOWING '`:VERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
1/g+R TOOLED 1/4"x1' DEEP w/AN 1. FENCE FABRIC SHALL BE A MIN. OF 32• IN WI TH AND Meuntairr _ IOove 2600 fb FeO. 15 ONCE EVERY WEEK. AN, NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
JbINT 1/8"R TOOLED JOINT 4 Below 2500 Po Fee, I--M y I PRACTICES AS DESIGNED.
SHALL. HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY 2, 0, °I' 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEETSPPGING. Plednlont ai on. 1-Mq 1 l-.Cestd Plain - Ds. t-Apr. 15 BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE C�° 2. FABRIC SHALL BE FOR EROSKx4 CONTROL AND MIN. OF BRIC SEDIMENT POOL NO LONGER DRAINS PROPERLY.
36" IN WIDTH. FABRIC SHALL BE FASTENED SOIL AMENDMENTS4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT�. ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARYENGINEER. 4• FoRow nwnxneldaltorNs d �oil teed or appy 2.000 ib/aae ground agnwl- TO MAINTAIN A BARRIER. 44
turn limestone ad 750 b/xro 10-10-10 fertlizer. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
SELF-FASTENER STEEL ANGLE TYPE. DENSE VEGETATIVE COVER.
J/ MULCH
OINT MATER�" 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' 3000 •`. APPLY 4ATD0 �STRM. ANCHOR STRAW BY TA;IONG MM ASPIyLT, NEi11N0, U
TO 4' IN DIAMETER. HARE FABRIC SHALL BE FASTENED OR A MULCH TOOL. A DISK WITH BLADES SET NEARLY STRATUM CAN BE
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE �.� _ USED As A MULCH ANCHORING TOOL- SPRING-SUMMER
1 1/2" LONG D
SIDEWALK JOINT DETAILS NI fN ' & PERMANENT GRASSING DETAIL a
A TEMPORARY SILT FENCE SECTION NIN As HEWN MAINTENANCE SEEDING MIXTURE
"� 2 SPILLWAY NTS DROP I N LET DETAIL or e'""°d' A ma'`n 'm- `_"BERM U3PEDE?A 50 ('b'°aF'' c� 00
NOTE N T�AMILLETIDAKitASs 1100 Z
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT ti� ?ry 6 15 16" ;t
FLOW TREATED LANDSCAPE MA TEMPORARY FALL GRASSING DETAIL SEEDING NOTES 0
------ TIMBER -r 1. WHERE A IEa AWARA10E 6 DESIRED, am sotlCEk w 1-•I
FX �I--r�T SEEDIINeGer.�MIIXTURE 2. USE COMMON BORMAGRASS ONLY ON ISOLATED SM WHERE R cwNOT BE- � co
• A n GR IA HED a 7 3 166" * 3 r .+e6= RATE (& acre) COME A PEST. O MINA M MAY BE REPLACED WITH 5 b/oc a CENRPEDWRASS. w U
• CHAIN EL BOTTOM DE II II ISTURBEDM1 4" Rya (grain) 120 SEEDING DATES z Q) O
5 SUMP O co
h BOTTOM CROSS SECTION TEMPORARY SEDIMENT TRAP TABLE 6" 1 11 1/2" SEEDING NOTES APIBL I - JI1LY Is (~L.), L 4 c
N0. REQ D PROVIDED L W D AIR NOTE MOUNTAINS - RUG 15-DEC. 16 o
W ACRES GAP 1. Box EQUIVALENT TO COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS Z Z L'7 CM
k r � 1 0.18 324 350 35' 5' 2' 9 7 EN"Is ENTERPRISES w +' to CD
�. o rt N0. EEVB-001 APPLY LIME AN FFIRTIRER ACEDROND 70 SOL TESTS, OR AVAPLY 3,000 b/oen
.'. SEE PLAN SHEET FOR LOCATION 0 2• �• WEIGHT 30 �• SOIL AMENDMENTS GADIND AGRICULTURE LIMESTONE NO 500 b/acn 10-10-10 FERTILREP
_ i FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROW AGRICULTURAL 0 0 6
4" PIPE LIMESTONE AND 1.000 LBI 10-10-10 FERTILIZER.
W OA O Q� a
4•-45• BEND MULCH
W o 8" NIPPLE k MULCH // APPLY 4000 Awe OWTN MRAEOR EaAWLENT OVER OF MOTHER sLAr#aE
CLUED CM ORPLA MULCH A�NGTNOIERG TOOL A DISK M ANCHOR INT BLOM BY �NFEA�PLY STRAIGTHT C WITH A A 04004 TOO A�WITH KA ES SET NEARL WMNG Y AI BY N f GW BE ~' I••r �i
STONE SECTION A-A U30 AS A MILLION ANCHORING TOOL USED AS A MULCH ANCHORING TOOL. •" 0 y�
NOTES: E-4 40
PLAN
1. SEDIMENT R MAINTENANCE AP WILL BE CONSTRUCTED FIRST, G1•I coPLAN SUMP SECONDLY. 4" WYE MAINTENANCE
2. SEDIMENT RAP HEIGHT TO BOTTOM OF SPILLWAY Ropoir and oft dorV areas ImmodkNly. Topdnoe with 50 Ib/ace REIFEITILM THE FOLLOWING APML CORN SO !/don NITROGEN. REPEAT AS GR01Yf11
STD. M.H. RING & COVER PRECAST 4" RISER RING WILL BE NO LESS THAN TWO FEET. �+� d nitrogen In March.
r N it fe necesary to e tond temporary am'w WY BE MOWED ONLY ONCE A YEAR WHERE A NGT APPEARANCE IS
N I L�gBgg j,/F{�� ��7$ WRY 3. SPILLWAY LEPTH SHALL BE ONE FOOT. STANDARD CLEANOUT a Kare5wr Nauntabs"th 50Odb/ua�M W�te Fe r pPwamont �rly Alarc"Coastal Plain)
FIBS. ��BVEDUSTEPS O 12" OC 0 ' DESRED, ONT SE1tlCFA AID MOw AS OFTEN A4 IEIDED. \
4. STONE FAG SHOO BE NO LESS THAN 8 INCHES NTS
MFATSURED PERPEN ICULARLY FROM THE FACE
OF THE LAIGE STONE.. qLL �/5. 900 CFDIO�'SEDIMENT STORAGE.OWL�LLFOR A MINIEMppUM OF a FALL-WINTER
N
8. STORM AN[SC�IEMAJdED IASSNECESVSA.RY' IN. ONCE EACHC R 6 MONTHS). A . R
/4• IDNr I PERMANENT GRASSING DETAIL G
LIORTA SEAL 7. REMOVAL T SEDIMENT TRAP WILL BE DONE IN SUCH A WAY I-16"Rc IP A I TEMPORARY SUMMER GRASSING DETAIL - � 1111111)If//,/
AS TO LIME SILTATION.
TEMP 0 RARY SEDIMENT TRAP DETAIL II IIL�ff SEEDING MIXTURE SEEDISPMES NG MIXTURE \,. �N
L4H 1'_ • 1' L _ RATE (Ib/acts) tAL FESCUE (BIEND OF 1W0 OR RATE fib/can) fcSSt
1 0 NTS INNS"L L'��f GERMA N MLLET 40 THRYE REE INB;ROYED wRiEnES) 20 SE •• /_
AL `
25
N THE PIEDMONT ALD MOUNTAINS, A SMALL-STENMED SLROANCWLSS MAY BE
PLAN SUBSTRUTED AT A RATE OF 50 LB/ACRE. SEEDING DATES =S: 17374 ' L_
BLOCK M.H. TYPE Cl1PS ATaw'H TO 1�1/4' x 4 4�'GMVAMED WTIH .SEEDING NOTES NJOUST - L1ECEIMBER :<�•'•••"Nil •Z
0�AER yNA!LL '`
- ANGLE FRAME MORTON FRAME TO 3P STRUCTURE. ,,,,„„TACH 0ALVAN( L • WI �.��iO ....
.. ��,y ��
• H D • 5 3/4 TOP OF BAVN O�IFICCE B M 020 WB �PIEDMONT - mwl�515 SOIL AMENDMENTS '',, GREGU�1.
8 I E 8 6' 32.5 COASTAL PLAIN - APR. 15-AM 15 �IIII I11111
FORM FLOW KHAN E TOP OF BANK EMBANKMENT OD POOL 31.35 D L��U ACCORDING ��PATE ON SAW �•�It/O°°
Ito EL. 32.5 ROOD P000 EL 3L35 18"R�P SOIL AMENDMENTS 1.00D lb/cons 10-10-10 FERTILIZER. DATE 08-26-99
;, • = I � �TEESTS OR Y 10-10-10 FERTILIZER. LB/ACRE GROUND AR IL- MULCH DESIGN PGT
i as NORMAL POOL fO NORMAL POOL EL. 30.4 1 I NK 30 AL RMAL POOL 30.1 APPLY 4.000 ro ace awN STRAW at EDUMAENr XXIYEIt OF ANOTFER SUTrAaE CRIMP_ DRAWN MVL
EL 30.4 1� EL 29.4 NI1G 2B. MULCH INGWI ANCHOR WmI A Mx NACHO ANCHORING TOOL BY TACM "AI'DISK WITH ICES SET NEARLY s nAIBGHT CAN
i APPLY 4.OGD LB/AGE-BIgAM! NICNOR STRAW BY TA low CORM AfPF1ALT. NFTTND, BE USED AS A MULCH ANCHORING TOOL
"3'-lMIN. 1 3 TEMPORARY OR A MULCH ARiR Fawi IDOL A DISK MIN BLADES SET NEARLY STRAIGHT CANS C ^
FOREBAY MAIN POOL 57 STONE USED AS A MACH ANCHORING TOO. • ' o.
MH RINGS BOTTOM EL. 25.9 1 L� U •, � `TER f//w/ �
3 MAINTENANCE
SECTION BOl TOM z5.9 MAINTENANCE FERMRE ACCORDING TO SOUL TEED OR APPLY 40 b//den NITROGEN N JANUA RY
3 BOTTOM SECTION A - A OR FTERUNRY. 40 b N SEPIENSER AM 40 lb N N65IWE FROM A 12-4-8, �C
DETEN110N POND OUTLET STRUCTURE REFERTIMOW b NOT PALLY ER DAME IRESID. IREFERIR12E AND MULCH HM- 18-4-8, OR 5~SR ,SRF FlDTfIM2ER DURING v
STORMDRAIN MANHOLE DETAIL MED�ELY '° ° °� °' .A A A SAND LOSSES TO DISEASE RESEED, INCHES
�� DAMAGED AREAS IIIIEDNTELY. Mow TO A HEIGHT OF 2.5-3.5 MOVES SHEET 2 OF 2 �
NIS
RETENTION POND & FOREBAY SECTION NTS 98057
TUTS