SW4240203_Plansheet - Other_20240625 (2)

TEMPORARY SEDIMENT TRAP N 1 TEMPORARY SEDIMENT TRAP 02 TEMPORARY SEDIMENT TRAP 03 TEMPORARY SEDIMENT TRAP #6 /O\� Cl IR VF TA_RI.F _ _ AT rr `�
SEE DETAIL SHEET SEE DETAIL SHEET SEE DETAIL SHEET SEE DETAIL SHEET - V
DIMENSIONS, DIMENSIONS: DIMENSIO NSi DIMENSIONS: C)$ / CURVE DELTA RADIUS LENGTH CHORD BEARING
i2FT 1�91tXtT 14FT �L� NIT Cl 1 *26' 4" 50.38 73.1 72.3' N150 '12"E
SSE 24FI ASSUMPTIONS: � 28FT ASSUMPTIONS: V�i� 5IFT ASSUMPTIONS: �� 201T ASSUMPTIONS: / C2 19'26'09" 424-2 ' t30.13' 130.15' S51*25'54"W
80TT0119Dti9Z.4FT COEFFICIENT C:0.50 8MSIM�6R C'OEFFIQ[NT C:0.50 BOflpl9NRT� orl COEFfIC1EN1 C' 0.50 B011a1810RT�i FT comical 050 / C3 9'16�07� 1424.25� 230.40' 230.15• S51'25�02"W
BQT�Ql L01C RE 20FT H1EN91Y I. 5.80 N/NR WM LX 5L 46FI INiEN91T(1): 510 NPR 10F1 N091Y I: 580 NPR C4 3'05 56 1424.25 77.03 77.02 S48'19 56"W d'
BOTTOM LONG�E: 12 FT INIc 1r(I): 580 NPR 'Qv
I 2T R i 2FTAREA(A C5 2'2 '54" 1424.25' 62.10' 62.10' S51'07'51"W 1 FT ARAM- 012 ACRES . 0.12 ACRES E _
JUML 4 N R ARM W/W ORIFICE K.UM 4 IT 9,MER ARM W/0.0 ORIFCE Boa 4 FT 90MWR ARM N/0.7'ONICE ��4 IT %111 H ARM W/0.6'ONICE / / C6 3*40'180 1424.25' 91.27' 91.25' S54.12'56"W U. F e r�, E
CALCULATIONS: CALCULATIONS: CALCULATIONS: CALCULATIONS: / C7 15.01'45" 375.00' 98.37' 98.08' S65'03'42"W RIDGE.LIF RF/v * O U
FLOW C 'A: 0.64 CFS ROW TA: 0.78 CFS 'A 7.28 CFS FLOW C1 0.35 CFS /' ( / / / C8 3'52'19" 375.00' 25.34' 25.34' S74.30'44"W DR 1% 00 � cv co N {`
TRfACE AREA REW0.001 AMS OR 277.41 7 SURFACE AREA REWIRED:0.01 ACRES OR 341.07 SF 9JRfACE AREA REQUIRED:0.03 ACRES OR 1427.46 SF SLRFACE AREA REQUIRED:0.00 ACRES OR 152.39 SF / - O
VOlI1UE RfpURfD: 395.00 Fi"3 VOLUME REQUIRED: 486.00 I'll Vt1 X REWRED 2034.00 Fi"J VQUK REOURER. 117.14 FT"3 / /' ♦ / r C9 41'34'21" 35.00' 25.40' 24.84' N59'35'16"E 00 W ^� V N rn co
SHORi 9E>E RCpARE6 812 Fi ORIi.19 Fi SHORT 9DE REQUIRED:11.02 FT OR13.06 Fi SHORE SIDE REQUIRED:22.55F1 OR16.72 Fi W. 1 W F[QURM..137 F1 OR FT / � � ' / C10 42'31'14" 50.00' 37.11' 36.26' S60'03'42"W � ��`� ,j t v
/ / BROOKHILL [� �j O
/ �j / C11 61*13'35" 50.00' 53.43' 50.92' N68'03'54"W
91RFACE AREA PROWOED:18800 SF SURFACE AREA PROVIDED:392.00 9' 7.RfACE AREA PROVID(D:145800 5( St1+FAQ AREA FRt7V0EQ 200.00 SF / � / � w � � " PARK DR
/ / - C1Z 61'13 29 50.00 53.43 50.92 N06.50 22 W �r p�c���L� Z _ ^ rn C
VQUUME PROVgED:43200 fT"3 VOLUME PRONOE0:512.00 11"1 BAN PROVIDED:2J32.00 FT'3 Vr<lME F 0:11400 Fl"3 ?, „
� i�0�. ...._ - - I �•• Ci3 104'56'38 50.00' 91.58' 79.31' N76'14'42"E N � r^ � � v
• / - f f C14 49'44'48" 35.00' 30.39' 29.44' N76'09'23"W p v1 Z ,,�
- - - C15 21'25'24" 325.00' 121.52' 120.81' S68'15'31"W \ D 5 `' ►� v
_ LINE TABLE C16 23.08'02" 225.00' 90.85' 90.23' S44'01'12"E W -C�/ I I. "may q Lj
- - ' _ LINE BEARING LENGTH C17 31'08'31" 225.00' 122.29' 120.79' S71'09.29"E Q I TE �i BE E X
/ /�i✓/ ' / / - y / / L1 S76.17'50"E 66.37' C18 44'42'41" 275.00' 214.60' 209.20' N64'22'24"W W w E
/ /
O / `cc' / / - - / / i L2 S34'57'45"W 50.51' C19 43'22'13" 225.00' 170.31' 166.28' N65'02'38"W �+ '1'4 w 0 I
L3 S25'57'32"W 69.25' C20 1915'48" 275.00' 92.46' 92.02' S77*05'50"E
L4 NO8'13'53"E 30.02' C21 35'00'46" 275.00' 168.05' 165.45' 1 S49'57'33"E HWY 66
CONSTRUCTION ETRRANCE L5 N46'46'58"E 19.56' C22 3'55'33" 375.00' 25.69' 25.69' S78'24'40"W
SEE DETAIL SHEET -•� �l, 5 /
VICINITY MAP - NTS a �N tn
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SITE INFORMATION Z =Z z Q
I a / / / � / / / / / / / \ n Q�' _ � _ - _f / � l - \ \ �t _ _ \ zest �Z�ul
I O T' 1 / / / / / '1 J E oz
� r 1, "`- -7 , \ \ \ EJasTING ZONIN PROPOSED I ="
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I / �, �. I / \ Jw PROPOSED ZONING:. PARKING CAL ACES z o 0 0 - W
/ / / \ \ "/ �`'�g / r / / / / / 1 PRETYPE �IIMRIN�ARWYACES
BDIV1 1 APPROVAL REQUIR PROV1dN 'ACES N o zz
/ // '• �':. / /' % / / / �. 91, ACC /'� / / �'.r/ �� / / ' ' r- _ �.. �" / /� // / �' / / '/ ,�1 \ O Q O IM V Q.
• 1 ' / ' / / / / /'' /' \ -'� ^ `_O� / / / ' /' J / N / /' / ' / / ��1 1 \\ \ C17F a AuD CO AGE -
TOTAL ACREAGE ACRE(S)
N
REQUIR ING G SPACES
/ r / / / / / 16.d11 CAR
.: � ,GN, L/A EM N T / /_ \ , / / / / `` \ 1 SITE COVERAGES: PROVIDED. �H / •,
' / / ' ' / ' / / / / / / / / ' \ \ PAVEMENT TO LAN FT FT. r y
f�
��� / \ � / ` / // / / / �/ ,/ / / ' // ' / ' � , \ \ 1 I ` \\ BUILDING TO LAND x- = •Q � �•'
/ /
/ \\ 1� LOADING ING S � t1 ••"F.$SI •
Gy ,� / / / / / ' \ / / r _ _ 1 \ \, OPEN SPACE l�lff�YARDS
l- i / / Q �- A / / / / / 1 / / / / / _ 1
`V / / '`
/ / �' / / / �'/ / / / / / / / / ^0�T/ c�'�t // / / \\\\�, TOTAL 100 % ADJOINI IN f 99
/ / / // // / // // �/ / / N - _ - / / / �" 20T / / / // / / /�2,44! S T' . i ' - - ' I\ I� \\ BUILDING SQUARE FbOTA�•5000 cL1.FT. WIDTH TYPE R�IR �.�-r•••�; � �,:; " ` r�
/ I ! / i / / 7 4 A Q.f , - t\ BUILDING HOGHT F T. OR STORIES T1C1W
TSZ 2 / < /i 0p 715 Ac. ' - ' \\\ \ nrcuAcTRL►rniaF
/ dy / / / _ / / / / \\ . WATER!_X_PUBUC r PRIVATE NUMBER OF UNITS/LOTSt1_UNITS/LOTS
/ `ri i _ - _ _ \ SEWER• PUBLIC x PRIVATE 0.98
20' P ER M AN CN T ' / ! // / / // ' - _ ~_ _ -- ' P ` \ STREETS• x PUBLIC PRIVATE DENSITY• UNITS/ACRE OR LOTS/ACR
�` \ Q DRAINAGt EASEMCNTWATERSHED CALCULATIONS
- - -
/
< ' / _ // SUBJECT PROPERTY IS NOT IN A DESIGNATED WATERSHED AREA
ADDITIONAL INFORMATION
LOT 4 , // / I _ _ _
Q \�� W
-
� "-� -� � \ $, \� ���� STREET INFORMATION F-• ti1
31 405 S.F. / / / I / - \ \ \� \ \ \ TAL ROAD R/W ACREAGE 1.847 ACREAA BEING TAX L TS 28B AND 11dB
J \ \ L \ \ 1 y LINEAR FEET OF NEW STREETS - 1526 f AND A PROTION OF 118B, BLOCK 4951 C f� n
/ \ \
IN, ALL STREETS TO BE 20 RIBBON PAVEMENT TOTAL ACREAGE - 18.611 ACRESt C) V) to m i�
>' / �/� / , / _ / I Eb/ ��� \ \ \ \ \ \ \ 1 1 I 11 TOTAL LOTS -1d p v� �,I ��, 00
00
RIPE P PAD 1 ' I . 1 V r u f 4
( I _
St/ J\ ' E DETAIL H E ' ' _ , / / I I ` T \\ \\ \\ \ \ \ \ \ 1 ( � ! I ALL LOTS TO eE TIED INTO PRIVATE SEPTIC SYSTEMS 7_ 00 o0
�/#1 / / / ` �`�-/ \ \ \ \ \ 1 1 ( I ALL LOTS To BE 71ED INTO PUBLIC WATER SUPPLY 3 1"' m `p
CON11RACTOR NOTES
LQT 16, / / �TST #6 / ♦ ! \ ��- '' _ / / ( ! I 1 \ \ \ �.; � w � zw
33 051 S � / / / I / \ NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO
40 55 S.F.,- / ' I \ \ / ( / / / \ \\ FACE . CURB, LE TO THE CENTER of STRUCTURES SUCH AS INLETS, SIGN j a.
/ / DISTURBED AREA = 13.64E c. 1 �
DIST RBE A A \ POSTS, ETC., UNLESS OTHERWISE NOTED. z
0.940 Ac�� / I 1 i\' // 0.759 �C.�;. I - N 85 21'2 E ' / / 3.6/4± A p RI I ( ( ( I \ CONTRACTOR T0: p o
/ �` _
'1 0 / / / / / / / / i I I\ 1\ \ \\ \\ \ 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY 1
PROBLEMS OR DISCREPANCIES NTH SITE OR PROJECT PRIOR TO In
/ / I \ \ \ \ \ \ CONSTRUCTION.
� / /50 ACCESS -"AN D/U TI L/I TY 1 1 - \ 1 / \� \ \ I / / / / I \ \ \ p \ 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH
Yy E P / / / / \ / _ - - _ - - \ / / / / // / / 1 \ \ \ I\ LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION.
EASEMENT / ` / / / \ 3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT ANY
1 ' / / ' r / / \\ \ / // �/ / / / / \ \ DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO ANY FURTHER
P,E`R D.j3 2507, Pg / 125` / �`� , \ / / ' \ i ' �/ / / / / / / LOf 7 / / \ \ CONSTRUCTION.
/ ' / \ 4. CONTACT ENGINEER FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED
/\ / / / 54�4/10 S/F.±/ / FEDERAL, STATE OR LOCAL CERTIFICATIONS INCLUDING BUT NOT LIMITED TO
/ / PROOFROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO
1 i2 5 0 /A C.� / ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RELATED TO
\� �t�,� CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC.
/ o I ' / / / / / / / / 5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES,
/ • V / / ' / :/ \ / ���� \ ' ` �0�'� / + N �_ �� % , // / / Z�/� j/ PLANTING REMAIN.RIALS, ETC., RESPONSIBLE FOR NOT DAMAGING EXISTING
// 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL
/ / y � � \ /\ - - ' / // g 4 0 S.F/./� / / / / / / / V�vj� / UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE Z ¢ z
Q \ - V� \ / 2 , � / / / /� / / SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE ALL
/ r h / / X/ / x 4i / / INCLUSIVE. CONTACT UTILITY LOCATION SERVICE OR OTHER APPROPRIATE 0 z Q
/"•607 Aq• / / / / C7�/ UTIUTY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK. U -
/ CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN-TYPICAL CONTACT ALL
/ / /����► , � ' / - ' 1 / �� o / 10' UTILITY EA�Eie�LEN'rUTILITY COMPANIES TO INSURE THE
' START OF ANY DEMOLITION AND/OR SITE UTILITIES
SpRK.
ARE SHUT DOWN PRIOR TO THE _ �-
yF \\ 1 \ \ 1 ' 11 I i / / / // / / 7. PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION w ,�• V _J
\ \ \ \ I / / / OF PROPOSED UTILITIES. V O
LOT 9 \ \ \ \ \ ` I I I I / / / / 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL. (� 1� = 0
33,133 \S\ / \ \ \ \ \ I I I Q , / / / 9. USE THE ARCHITECTS DRAWINGS FOR BUILDING DIMENSIONS: �•/ Q L1-
/ r / ' / ' � / I 0.761 AC.�� � I \ \ \ � � I � 1gFj�,U�/ / / / / 10. US�a�oF�rSSTON-SALEM STANDARD CONSTRUCTION DETAILS FOR ALL T.i.. (�CONSTRUCTION SEQUENCE: / _ , / / I \ \ / 7 / / / / 11. CONTRACTOR SHALL VIDEO STORM DRAINAGE AND SANITARY SEWER AFTER T�� a' O
1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE TY / i - / ��F,SI / DITCH / \ ( ( I I i l U l PLACEMENT OF STONE. W "y Q
OF WINSTON-SALEM INSPECTIONS. FLAG INITIAL CLEARING LIMITS. S `�- SEE DETAIL SHEET 6 212 4 1 �+
2. CONTACT EROSION CONTROL INSPECTOR, TO ESTABLISH A PRECONSTRUCTiON /o��P\\' .\� ` i I I SURVEY INFORMATION O U
CONFERENCE AND AN INSPECTION SCHEDULE. �F, \ �. \ ( 0 PREPARED BY:
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES AS `~ z
FOLLOWS. �tj \ I TRIAD LAND SURVEYING, P.C. >
935 EAST MOUNTAIN STREET. SUITE H }• O
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT _ _�- -f \ \ ` / r - - KERNERSVILLE. N.C. 27284 -
B. TEMPORARY SKIMMER BASINS / (n
C. TEMPORARY DIVERSION BERMS - c / \� DATE OF SURVEY 11/11/06 Z Z O
D. TEMPORARY SILT FENCE Nl �� / / \ I !�P Q
SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND DIVERSION
BERMS (INCLUDING "CLEAN" WATER DIVERSION) UPON COMPLETION OF CONSTRUCTION. 3 LD. - _ _ - - ,L _! \ / U; LLJ
4. BEGIN CLEARING, GRUBBING, AND STRIPPING SITE AS REQUIRED. STOCKPILE / ] �� \ ` ` - LEGEND
TOPSOIL ON-SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR 9-RT/ DINE ,� \ \ \ G
LLJ
LATER DISTRIBUTION AND/OR REMOVAL. \ \ / _ HT POLE
1, / (� ,� �4� UP UTILITY POLE L/p - LIGHT
5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH ,� \ EIP - EXISTING IRON PIPE PA - PROPERTY LINE
MAINTENANCE PLAN ON THIS SHEET. INSTALL ADDITIONAL EROSION CONTROL -/L - 7 (� \ \ NIP - PROP. IRON PIPE R/W - RIGHT-OF-WAY
MEASURES AS REQUIRED. \ A EIR - EXISTING IRON ROD EP - EDGE OF PAVING
6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE Y, F� / / /� 1 ` / Cl - CURB INLET CM - CONCRETE MONUMENT
INSTALLED TO THE POINT WHERE IT ENTERS EACH TRAP. COMPLETION OF PIPING / \ I / TBC - TOP BACK OF CURB WM - WATER METER
WILL ONLY BE ALLOWED ONCE SITE HAS BEEN DEEMED STABLE BY THE EROSION %� �/ / \ \ \ \ FH - FIRE HYDRANT NTS - NOT TO SCALE
CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN \ I CB - CATCH BASIN MH - MAN HOLE
SYSTEM IS INSTALLED. �O ry / \/\ \ 1 I h GI - GRATE INLET
� � YI - YARD INLET FILENAME
7. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED \ i CO - CLEAN OUT RCP - REINF. CONC. PIPE
GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL / PT - NON-MONUMENTED POINT
BE PROVIDED OVER DISTURBED AREAS WHICH MAY NOT BE AT FINAL ` BY
GRADE BUT WHICH WILL FUNDISTURBEDF R O A T 1 AY \ ISTURBEO AREA = 3.164E AC. / �' ` \ �` ��~ EROSION CONTROL LEGEND oEstcNm
U LL BE LEFT 0 LEAST 5 DAYS. Ivws
8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS \ ry \ 1 I ( Z TEMP. CONST. ENTRANCE DRAWN BY
BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. /\ I I p �
PJR
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND \
APPROVAL BY INSPECTOR. \ \ / \\ \ i I I LOT !14 , P � ` ��[� TEMP. SEDIMENT TRAP SCALE
142,57 S�.f �� � 1" = 40'
EROSION CONTROL MAINTENANCE PLAN: °
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND \\ /\V I I 10'97( �c. / `O�� ��EB�" TEMPORARY EARTH BERM DATE 2 25/08
FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. i I i I / / 'h` /
2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME HAS ( / // / I I / / / / \ ��SF- TEMPORARY SILT FENCE SHEET
REACHED 50% OF CAPACITY. / / / / / _ _ - _ _ _ LIMITS OF DISTURBANCE
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
WHEN DEPTH EXCEEDS APPROXIMATELY 0.5' REPAIR AND REPLACE SILT FENCE AS / J / SKIMMER ARM P - 4
i NECESSARY. / / / / / / \ 0�
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR �/ / / / / // / /' \\ / EV NO. DATE REVISION DESCRIPTION BY GRAPHIC SCALE Joe/
BERMS AS REQUIRED` 7 / / �,� NOTE: 40 0 20 40 80 12 7 2 2- 3
5. CONTRACTOR SHALL APPOINT AN ON INSPECTOR AND MAINTAIN RECORDS OF / �\ \ .� Co' ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE
INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES UPON THE STATE SYSTEM FOR MAINTENANCE. 1 inch =40 [t. PROJECT N0. E- 584
STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. U \\ \\ •�O'

_SEE DETAIL SHEET � T
I. ,OBTAIN GRADING/EROSION CONTROL PERMIT Aqo PLAN APPROVAL FROM THE CITY CURVE TABLE
�I I OF WINSTON-SALEM INSPECTIONS. FLAG INITIAL r
CLEARING LIMITS. CURVE DELTA RADIUS LENGTH CHORD BEARING •
� LOFT ASSUMPTIONS: 2. CONTACT EROSION CONTROL INSPECTOR. TO ESTABLISH A PRECONSTRUCTION C1 11'12'S4" 50.31' 9.85' 9.83' N15'41'12"E
Gila�MIi 91E 11FTONFERENCE AND AN INSPECTION SCHEDULE. C2 19'26'09" 510.38' 173.13' 172.30' S37'03'S4"W
IOEFFICOT(Cl:C O.SO 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES AS C3 9'26'09 142438' 173.13' 230.15' S37*051 '5 "W Co
32IT INi NTY I: 5W INMR FOLLOWS.
AREA A• 061 ACRES C4 3'05'56" 1424.25' 77.03' 77.02' S48'19'56"W i`)
�4 Fi 9�iuuER AR u w/06'0R61C( TEMPORARY CONSTRUCTION ENTRANCE/EXFT C5 2'29'54" 1424.25' 62.10' 62.10' S51'0T51"W ---
W
_ CALCULATIONS: B. TEMPORARY SKIMMER BASINS C6 3'40'18" 1424.25' 91.27' 91.25' S54'12'S6"W 1 _
FLOW C9'A- 1.78 US C. TEMPORARY DIVERSION BERMS
C7 15'01'45" 375.00' 98.37' 98.08' S65'03'42W RiDGECLIFF SRF �1 E
VOLINE (W O: 1101,8002 'CBEs OR n�2624
D. TEMPORARY SILT FENCE C8 3*52'19" 375.00' 25.34' 25.34' S74'30'44"W DR /v O 0
v_p,DUE REp1�ED: 110►.82 Fi"3 SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND DIVERSION C9 41'34'21" 35.00' 25.40' 24.84' N59'35'16'E RQ Op � 1� �- N � tr ,
SHORT 90[REpaREP.16.60Fi OR19.66 fi BERMS (INCLUDING CLEAN WATER DIVERSION) UPON COMPLETION CONSTRUCTION. C10 42'31'14" 50.00' 37.11' 36.26' S60'03'42"W
�-`, � � 0)31RFACE AREA PR(NRD:800.o0 9• 4. BEGIN CLEARING, GRUBBING, AND STRIPPING SITE AS REQUIRED. STOCKPILE Cif " ��` "�I N (o u
x u4E F 0:11A41p Tt"3 TOPSOIL ON-SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR 61'13 35 50.00 53.43 50.92 N68'03 54 W BROOKHILL ��� Pl �' •v
LATER DISTRIBUTION AND/OR REMOVAL. C12 61'13'29" 50.00' 53.43' 50.92' N06'50'22"W PARK DR �� J`� q �' U 10 10 M 2
TEMPORARY SEDIMENT TRAP #5 5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH C13 104'56'38" 50.00' 91,58' 79.31' N76'14'42"E ��P�',a���o "� Z Z rn 0)
SEE DETAIL SHEET MAINTENANCE PLAN ON THIS SHEET. INSTALL ADDITIONAL EROSION CONTROL C14 49'44'48" 35.00' 30.39' 29.44' N76'09'23"W 0 "+ ^ o
DIMENSIONS: MEASURES AS REQUIRED. C15 21'25'24" 325.00' 121.52' 120.81' S68'15'31"W r,, Z Co i� o
II ML 19FT 6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE LINE TABLE C16 23'08'02" 225.00' 90,85' 90.23' S44'Ot'12"E ��)x� `�1
LINE BEARING LENGTH C17 I� -�G✓"
I�LQIli�; DEFT ASSUMPTIONS: INSTALLED TO THE POINT WHERE IT ENTERS EACH TRAP. COMPLETION OF PIPING 31'08'31" 225.00' 122.29' 120.79' S71'09'29"E W p cn ..
BOTTOM 99 9E:11 FT COUT10INt(Cl. 050 WILL ONLY BE ALLOWED ONCE SITE HAS BEEN DEEMED STABLE BY THE EROSION L1 S76'17'50" 66.37' C18 4442'41 275.00' 214.60' 209.20' N64 22'24"W 0- �a
SITE q W U X _
�MR ' �� Nl(N9tY I 5.P0 N/11R CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN LZ S34'ST45"W 50.51' C19 43*22'13" 225.00' 170.31' 166.28' N65'02'38"W W z v
2R AREA A: 0,M ACRES SYSTEM IS INSTALLED. �+ N OE O E
ULM 4 FT L3 S25'57'32"W 69.25' C20 19-15'48" 275.00' 92.46' 92.02' S77'05'50"E w ,,� Y I
SKIIIIIER ARY w/o.s'ORIFICE 7, RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED L4 N08'13'S3" 30.02' C21 35'00'46" 275.00' 168.05' 165.45' S49'S7'33- E
CALCULATIONS: GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL L5 N46'46'58" 19.56' C22 3'55'33" 375.00' 25.69' 25.69' S78'24'40"W HWY 66
Flow C'PA: 1.64 US BE PROVIDED OVER DISTURBED AREAS WHICH MAY NOT BE AT FINAL
91RFALE AREA D; 1015. 002 ACRES OR 711.38 Sr GRADE BUT WHICH WILL BE LEFT UNDISTURBED FOR AT LEAST 15 DAYS.
vauuE REpAREo: 101So7 FT"3 8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS q SHORT%E R(WRED:15.93 FT ORR87 FT BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. �+9iRFACE ARE'PROYIIED:722 W ;rCQ
REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND
'Wilk PRWRO:1052.00 FT 3 APPROVAL BY INSPECTOR.
EROSION CONTROL MAINTENANCE PLAN: C�4
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND a o
FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. VICINITY MAP TUTS a 0^ in
2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED VOLUME HAS O w r-
REACHED AC%C M CAPACITY. SITE INFORMATION
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE , z
WHEN DEPTH EXCEEDS APPROXIMATELY 0.5' REPAIR AND REPLACE SILT FENCE AS W F' o
NECESSARY. OFF-STREET PAR
W z N
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER \�� \ EXISTING ZONIN PR0P0�p 2a a 9z,
=
GftS-2A
CONSTRUCTION, INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR \ PROPOSED ZONING PARKING CAL ACES,[ z o oz
\\\ TYPE OF REVIEW REQUESTED• REQUIR KING:_ Sp o - W
BERMS AS REQUIRED, PRELI!!!NARY SUBDIVISION AEERU p PROVID ACES 00 N o O
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF \\ O o Z u a
INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES \ \\ '\ SITE SIZE AND COVERA(� OFF-STREET
STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. \ \ D CO REQUI NG ACES
\ TOTAL ACREAGE ACRES R t �i
SITE COVERAGES ( ) �•` �N CARO
LOADING IN rs SPROVIS •, ••• ' T
BUILDING TO LAND 1� I
\ \ �` PAVEMENT
OPEN SPACE LAN FT. X. FTti
\ \ \ \ \ TOTAL 100 x ADJOINI I
\ ( WIDTHTYPE +� Z`BUILDING SQUARE FOOTA��� SQ.FT. RQUIR L•.•••� v``
{ BUILDING HEIGHT:--FT. OR STORIES T1oN•
' / \ ��'�TOR►AINFRASTRUCTURE DENSITY CALCUILATIQN-, '4400 lots
W S�;```•
WATER- X-PUBLIC PRIVATE NUMBER OF UNITS/LOTS:M-UNITS/LOTS
v(v�/ / // \t \ \t \ s •_ L.P�u9uc x PRfv�TE oENSTY o.94 UNITS/ACRE OR LOTS/A
A, / / I I I { { \\ wATERsHrn CALCULATIONS U
SUBJECT PROPERTY IS NOT IN A DESIGNATED WATERSHED AREA •-T
a
� � PROPERTY INFORMATION LLJ
TAL ROAD R/W ACREAGE - 1.847 ACRES* BEING TAX LOTS 268 AND 1168, E" Lu
LINEAR FEET OF NEW STREETS - 1526'* AND A PROTION OF 1168, BLOCK 4951 F
ALL STREETS 10 BE 20' RIBBON PAVEMENT TOTAL ACREAGE - 16.611 ACRES* u I
TOTAL LOTS -16 0 VV) ! n O
Q6%I / Qo�` GENERAL INIFIDMATION >; v �I �,
/19 •8 / / / / I I ALL LOTS To BE TiED INTO PRIVATE SEPTIC SYSTEMS Q Q z � �
F 6 2 I I I it �' l 11 // // / / \ / ALL LOTS m BE TIED INTO PUBLIC WATER su1'PlY 7 r
\ �24' �I i I I I / / / / `1�6 / / I � zow �/ 8 i / CONTRACTOR NOTES. ¢ 0
30.QO 1 I �•• ' ' ' I ' I / / / l /l / / /\ / / I I NOTE: ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO .� LLl Q
\ / FACE OF CURB, OR TO THE CENTER OF STRUCTURES SUCH AS INLETS, SIGN C7 Li.,
I I , C3 I I ( I ` ` ( / / / POSTS, ETC., UNLESS OTHERWISE NOTED. E-• L `" o-
/ I \ \ / / / CONTRACTOR TO: O
/ / / 1. VISIT SITE AND BRING TO THE ENGINEER'S ATTENTION IN WRITING ANY V 't
LOT O / / II r f, ' I 1 { {t , \ \ \ I / / / / // / / PROBLEMS OR i R 1 D SC EPANOES WITH SITE OR PROJECT PRIOR TO V)
26,9 91 S. f / ! I \ \ \ I b T 11 / / / ., / / / / CONSTRUCTION. Li]
0.6/ / i IbiSTUR�ED I4RE� _ \ \ \ \ \ I /c / / / / o / / 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE A HIGH
/ � •\ i I i 2 0 A o.± / I I 3.6+± AC. , \ \ \ \ 6 41 Q 8 7 Sir •± / / �/ �y / LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION.
1 .4 -I- / / / / ' • I / 3. CHECK ALL "VERIFY DIMENSIONS NOTED ON PLANS. REPORT ANY
85 A�. I / / I / / / / DISCREPANCIES TO THE ENGINEER IN WRITING PRIOR TO ANY FURTHER
4. CONTACT UE GN CONSTRUCTION.
FOR OBSERVATION OF CONSTRUCTION RELATED TO REQUIRED
�^ �� .�,� �� / ...� I•�+ '�'" �I i I I { t \ \ \ 1 \ `\ I +, { I // / // (� / FEDERAL, STATE OR LOCAL CERTIFICATIONS INCLUDING BUT NOT LIMITED TO
PROOFROLL AND ASPHALT PLACEMENT. PROVIDE 24 HOUR NOTICE TO
I / I / ENGINEER FOR REQUIRED CONSTRUCTION OBSERVATION RELATED TO
/ / CERTIFICATION OF ROADWAY, WATER SYSTEM, PAVEMENT, ETC.
` 1 / 5. KEEP ALL PLANTING AND GRASS AREAS FREE OF DEBRIS, STONES,
� \ / \ \ I 1 / / / ' CONSTRUCTION MATERIALS, ETC., RESPONSIBLE FOR NOT DAMAGING EXISTING
`r) \h \ \ ` \ TST #�4 f / / / / // / / PLANTING TO REMAIN. ,
\ �` 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND AVOIDING ALL E..,
UNDERGROUND UTILITIES WHETHER SHOWN ON THE SITE PLAN OR NOT. THOSE 7
\ / �" 'ylT / / / / / � / / / SHOWN ARE BASED ON THE SURVEY PROVIDED AND MAY NOT BE ALL Z Q z
\ � V / , // INCLUSIVE. CONTACT UTILITY LOCATION SERVICE OR OTHER APPROPRIATE z Q
/\ f \ / { 186. 3'4 „ I // �r i/ / UTILITY LOCATION SERVICE FOR UTILITY IDENTIFICATION PRIOR TO ANY WORK.
/ _�`/ / V i /j CONTRACTOR TO PROTECT ALL UTILITIES TO REMAIN-TYPICAL. CONTACT ALL V "n�
\ \\ t � { t 20 •5Q I ST // °n<0 / / i� UTILITY COMPANIES TO INSURE THE UTILITIES ARE SHUT DOWN PRIOR TO THE x LL
�.�P l / / ✓. / / // / V 7 START OF ANY DEMOLITION AND/OR SITE WORK.
J / / =%% . PATCH/REPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER CONNECTION
OF PROPOSED UTILITIES. U
W/ / / • ,./ // / �� // / / , // j �"C '� 8. SEE GRADING PLAN FOR PROPOSED GRADES AND EROSION CONTROL (� ne 0
9. USE THE ARCHITECT'S DRAWINGS FOR BUILDING I 8U l0 G DIMENSIONS. Q �..,
10. USE CITY OF WINSTON-SALEM STANDARD CONSTRUCTION DETAILS FOR ALL La., (�
SITE WORK ITEMS. � O
/ 11. CONTRACTOR SHALL VIDEO STORM DRAINAGE AND SANITARY SEWER AFTER Z
PLACEMENT OF STONE. z
/ 1 SURVEY INFORMATION z U
PREPARED BY: O J
/ �/ ' / TRIAD LAND SURVEYING. P.C.
D', ` { 10 U TI L►I TYkA E M E�!T / / / / / / / - 935 EAST MOUNTAIN STREET SUITE H 0 � z
I / / / / �S ////, / KERNERSVILLE, N.C. 27284 E- 0
/ �0
i / / W
-�• DISTII�RBED AREA = 3,64t A4�. / / /� / / / / / / / / / ; ��1� �/ '/ \ Q
� DATE OF SURVEY: 11/11/06
LOT 13/ / / / / / / / / / / / //DVD �) , ,,/� z z O
43,087 ,S.F.f // / // / o// � / / // � /1z / / /' �, ,' sue , � �'�� �_ / / // �j � � � E.., �
LOT 15 / - - - t , \ \ 1 , c.f / / / / / // / / 43 � LEGENDLLJ
48421 \ I / ' ' t- ?2�
95 /Ac. / / / // /! / / / - / / / / UP - UTILITY P m
/ S.F. I / -' - - EIP - EXISTING IRON PIPE' - /i \\ \ ` I I / // // // / // I/ / // // / / / / / � // / / / / // /// /�� POLE P/L - PROPERTTYY LINE
WAY
/� 1 .112 Ac. _ _ 1 \ / / / / / / I / // / / NIP - PROP. IRON PIPE
/ / / / / / / / / // / , / / / i / / / EIR - EXISTING IRON ROD Ep EDGE OF PA PAVING
/ / / Cl - CURB INLET CM - CONCRETE MONUMENT
l WM - WATER METER
/ 40 /G� EO VI`A Y / // _,. - � /•!�. � TI3C - TOP BACK OF CURB
/ , / / FH - FIRE HYDRANT NTS - NOT TO SCALE
�'A(s MrEN T / // / CB - CATCH BASIN MH - MAN HOLE
` / / _7 y I _YARD INLET GI - GRATE INLET
-�� •� , I { I / / / / / ( / / // ,�/ / CO CLEAN OUT RCP - REINF. CONC. PIPE FILENAME
' PT - NON-MONUMENTED POINT
E P EROSION CONTROL LEGEND DESIGNED BY
Vws
/ 9 ► 56 9. / / / / , \ I / f I / / / TEMP. CONST. ENTRANCE DRAWN BY
/ 98 / 8g°43i 4 „ / r',�-�-- - / / ` 1 t17�8. 4 i / /// / / / / PJR
_ Q
39•38' / / / TEMP. SEDIMENT TRAP SCALE
F� p ' " / / i
/ / '/ it l / // /� /I / 1/ I I // // // // '/ �~ � 40�
��EB- TEMPORARY EARTH BERM DATE 2/25/0 ',
SF�� TEMPORARY SILT FENCE
•/,i�, // SHEET
- - - - - - LIMITS OF DISTURBANCE
0"�- SKIMMER ARM P - 5
NOTE:
NO. DATE REVISION DESCRIPTION BY GRAPHIC SCALE Joel
ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE 40 0 20 40 80 12 7 2 2
UPON THE STATE SYSTEM FOR MAINTENANCE.
1 inch =40 it.. FRO�CT Nn *-

NORTH AMERICAN GREEN STAPLE PATTERN GUIDE
11!2T!;007 0 :1,9 rWy :3072727:t vs/rc =asPCCT:oae.____p at04:002 MAT LINED CHANNEL - A
t2'
(30 etn) '2'-5" (5cm-12.5cm) f O '2'-5' (5cm-12.5crv+) ��y
COMPACTED - 2' MIN Imo- I zl ^'mot
21 I � I E<;s;a„c CHANNEL
SOIL \ _ ----- 3 "" - o r<.ry`:i
i ` 8' 44
FLO%
I DEPTHy , / (1S "") 3' (0.9m) Seam Stitch"
`nI 13" MIN ;x•S.>w. '�� ��� 4 �, ( �'�. -8•- O 6' (f.8rI N O R T H
0
3.3' (1.Om) MERICA
GREEN '�+, 1* to fJ
_ � v'•' ' e 14649 HIGHWAY 41 t1C1PiH (_ � V1 co
-I ( I-I I I-I ( I-III-I I I-III I I I-III-I I I-I I-I ,AC'Aft A4fXCA?.-.IG�EtVL,?_'�T rN�E.
EVANSVILLE, IN 47725 1� N
IpN.CSTEVEa!SGRE4IFP. / USA 177^- a
6' TYPICAL - 1 �1 :• T / •• (15 CM) CANADA 1�0 00-44St- 040 N U
xS F61JfE,_�_ � + A A / Z Off
+ 1 / www nngreen.Com ` Qf
CCliSThSf�`C?tyLl1 1TcN�S. / // I •• i� Z I C
�HCI�j C,e ,6 I •/ \\ / 3 r ) O tom+ Q Ip
CO -5
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CONSTRUCTION SPECIFICATIONS
I A TREES, BRUSH, STUMPS, AND OTHER �I ^' �rI NO i CHANNEL SLOPE = 0 / I r4"� 0.7 STAPLES PER S0. YD. -
1. REMOVE AND PROPERLY DISPOSE OF ALL (0.8 STAPLES PER SO M) r^ S I�
OBJECTIONABLE MATERIAL I For btonkets with the optional North American ^
U Green DOT System"place staples/stokes F� �j Z U x
through each of the BLUE colored dots. O � M 'p
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN ��� ( I
0 © Y 0
?•-3"lx +; -,+ m-1 rut
� � 2'-5' - 5cm-12.5cm (
REQUIREMENTS. �'xScc_Yxrt- 1, 2"-5" (5cm-12.5cm) 2' S" ( ) PM
R AT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DITCH A B C 0 CHANNEL LINING/ 'EL 1N. Sun-12.ban W
3. ENSURE THAT 1 .
5m NUMBER 1 FT FT FT FT T STAPLE PATTERN .s' (o._ )
PUS THE SPECIFIED SETTLEMENT. ) ( ) ) /F ) 1'� 2' 0.6m
DESIGN ELEVATION L ,t f•• \ ,�.� ( )
I7011 S%.�'�✓� :if��11 .S:-'Cr�:%F!C.��'i„iJ 6 J' (0.9m) h^' 1 eStitch, '_I
DIVERSIONS TO PERMIT MACHINE O
4. PROVIDE SUFFICIENT ROOM AROUND
! s1?:+;f' ;;',F o?<s-.:t>�is:'r`2 - Jrrvcy s,zv�) 1 3.0 0.0 1.67� .0197 S75/D seam stitc 4' (1,2m Seam [1
REGRADING AND CLEANOUT. _
1- i2hY.!+i IS EF'P£!:?Yt:; Lam'(ti'01"[£:5 T:A,%IL{•►FLi � I
AFTER CONSTRUCTION UNLESS IT MALL J. (F+i^xr;EzS - AI LESS ?4.+ 2 3.0 7.0 1.67' .0197 S75 •• (1.8m) � v�
5. VEGETATE THE RIDGE IMMEDIATELY �. wti?r mc-�ass n!s� rt�!. r<v1H/a <!.L pO.Av: �S Fr F -e" 6 ( )
'S G+`'abi+R. S� 1Fi'S.£
REMAIN IN PLACE LESS THAN 30 WORKING DAYS. s *A +CA"V !,':n-:-:ssa+rr. +>rfi+z.s.!!iA N e' `. '.'.". 3•J'
3 3.0 0.0 1.67 .12 C125/0 3 J' 1.Om (1.0m)
ti D£ 4frK�i7 +G JF;,+rGl't S:1Nl/cAT?%Alt� 1Y (1�Crn-1SCnt
e!+ Hsu;. f+ef•r-ram wa :u.1r ►r4svvc!s Rfaram; +;$1A1c sEOrNE Cn 4 3.0 0.0 1.67 .12 RIP RAP d50=15 (15 uFt) `. 1.6' (0.5m)
1c.9l A^CA S An,Y,'cU kA?f!�;:i s'krD 5;.N. Mi+'7+L'Y./:YS'1.1'!'r A!<.�;? Winn .^E�4lGt> T<P
t?I'SEC!UEN7 VAJDA6 AL:' Sc/+I Sh:;tt SE PREW.1,�F?LY�fNMWA4, r•,vt'.S�M DRA;N,. 3.0 0.0 ' .01 S75/D `� • •
MAINTENANCE lrAa�lr.!r2 -rt.xaa1!;+ CIF'UAw 04 a �'AK-'. 00AW-5 0 07rE:9 ApPP^t4 r 1.67 t 1.3' (1.0m)
ML;-W11q 8 4
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL t ;«+v�7RAW?- -If eNJ-,1MCC Si:1it DC MA!RJTA;WA^av A t.!PRr!)GW t1F11<. oW. O O Qi U]
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE �:cNr <,x+:c o,7.rm,,tI Or tt.Azi•-' :c3 R�e�••1.�u+l-iW� rr+c r n..!�'vr.r�[xwa 0 0 0
r ry l -r ° SECTIONS S 1• PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUEOING ANY NECESSARY APPLICATION OF LIME, FERTILIZER. AND SEED. NOTE: W .- to
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS n_.wcrrc :L>e;7R£s�..v "1?;,x,!+�eAt s:r<._ �. � v!rr!ru vE4AWG Any ;r�P.•L7,•L",✓/tY TYPICAL CAL DITCH TCH S O b AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. r r`
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE `�" '�`''+'"•AEci NC=Lac 1n PAR ^', ,l, .4Lc se,w&ervr=?+UE7, l7lvoI WHEN USING CELL-O-SEED DO NOT SEED PREPARE O -4 N to
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL 1vA51!rJ 21r!7Acx v GVlb AYJ t�PK' S--f*--wiY:v;:sr!FF!%-VI m.4(G7��!CLI to
AND APPROPRIATELY STABILIZE IT. NTS 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE 1.15 STAPLES PER So. YD. t.7 STAPLES PER S0. YD. ;*� Z =Z o
^�'n?-; ;rj;;.-•T.+!-n' BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. )BACKFILL (1.35 STAPLES PER SO M) (2.0 STAPLES PER S0. M) rt� to it�/•V. .+•t R_+L :+ /' l AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm PORTION For blankets with the optional North Americon For blankets with the"optional North American W �2 ^
TEMPORARY DIVERSION BERM DETAIL ` �n7tlrl- !vOTrJSY:ALE)�-,7a�1.1 Y`i) OF BLANKET BACK OVER SEED AND COMPACTED SOIL, SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
�Y :,�� ;..L Green DOT System place staples/stakes Green DOT System ploce staples/stakes -
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET, throuqh each of the RED colored dots. through each of the GREEN colored dots. A z N Z C4
NTS I 3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE O O IJJ <O Z Z%..
AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM~, STAPLES/STAKES •2"-5" (5cm-12.5cm)- `2' (0.6m 12'-5 (5cm-12.5cm) --'2"-5" (5cm-12.5cm) J O m Z
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ) " Z o O
4• PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF Seam Stitch --10" (0.25m) c3in \_
STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. 4' (t,2m)
4' (1.2r") 0 Seam Stitch-
5.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. I` � �H CAR
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. O Q O
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET BLANKET BEING INSTALLED ON TOP EVEN I 20` (0.5�J '
( ) 3.J' (f.Om)
WITH THE COLORED SEAM STITCH1'ON THE BLANKET BEING OVERLAPPED. a k a r_
7, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE O 0 • • f z r �
J.31 t .•� 9e 1
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART 0 0 O t4 OT F0 $
IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. r ���Ct I•' P�'•"�`
A NOTE: 0. YD. ,f��t AttWt��``,
B C CRITICAL POINTS • HORIZONTAL STAPLE SPACING SHOULD BE ALTERED 34 STAPLES PER SO.-YD. 3.t5 STAPLES PER E S
IF NECESSARY TO ALLOW STAPLES TO SECURE THE (4.1 STAPLES PER SO M) (a 5 STAPLES PER SO. M)
SILT FENCE BAFFELED FILTER BASIN A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. For blankets with the,aoptional North American For blankets with the"optional North American
B. PROJECTED WATER LINE Green DOT System place staples/stakes Green DOT System place stoples/stokes
C. CHANNEL BOTTOM/SIDE •• IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE through each of the WHITE colored dots. through each of the YELLOW colored dots.
A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY V
CONSTRUCTION SPECIFICATIONS OArru fTvp.1 a BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. *Location of Seam Stitchm will vary depending on North American Green product type: ,_,a
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL FAO C
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL EARTH OERM J
TO THE DESIGNATED DISPOSAL AREA. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 PERMANENT SEEDING Q. v)
USA 1-800-772-2040 CANADA 1-800-448-2040 WJ O
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER www.nogreen.com --
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. OVER FILL THE
EMBANKMENT 8 INCHES TO ALLOW FOR SETTLEMENT. `
CHANNEL INSTALLATION SEEDING MIXTURE ¢ * � '
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION (BETWEEN THE RIPRAP AND THE SOIL FROM SPECIES RATE(LB/ACRE) 0 V) r` to
PIPING BY USING FILTER FABRIC OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL `\` �� �`
�\ ````` c 1 1 O
GO CA
A) PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND SOIL. EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND NORTH AMERICAN GREEN TALL FESCUE 100 - o?
SIDES TO THE TOP OF THE DAM OR SERICEA LESPEDEZA 30 to 00 ^I
INLET ZONE KOBE LESPEDEZA 1O Q
8) EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE -H00 ae8 ATTACHED `` 35%OF SURFACE N.T.S.
HEIGHT OF THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES. to Posrs NTH LENGTHS AREA
OF ORE HCMZONTAL,KTAL POST ``
WRID 7EC%Rn*TO VERTICAL ` ` FIRST CHAMBER f r�
SEEDING NOTES
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT. Rosa 25%of SURFACE AREA
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER. BAFFLE INSTALLATION - S CUSS M RIP RAP TEP 1 SECpq CtrAMOER 1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 t ' Z X
25%OF SURFACE AREA
UJ
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FT AND MAXIMUM OUTLET 70NE LB/ACRE COMMON BERMUDAGRASS. USE COMMON BERMUDAGRASS ONLY L L..
t.DRIVE
IS1 cF S"'r•� "E WHERE IT IS UNLIKELY TO BECOME A PEST.
t txnvE 5'ST Et POST AT LEAST 24' 2. AFTER AUG. 15 USE UNSCARIFIED SERICEA SEED.
EGROUND T_
SIDE SLOPES OF 1:1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY SECTION.
INTO SDLU STAPLES APART PCMZONTALLv
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH. AS SHOWN ON THE PLANS, WITH 7-1 SLOE SI MS 2.USE ' 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND SUBSTITUTE 0 � .y
EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OCHIET ANO C 10 I To ATTACH THE
PAID To THL HOG ATTACH
40 LB/ACRE BAHIAGRASS OR 15 LB/ACRE BERMUDAGRASS.
STRUCTURE AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL. AND CONSTRUCTED TO GRADE TO ASSURE OESICN CAPACITY. 3 SPACE nc toArTLES ACCOROINO To PERSPECTIVE VIEW O
THE APPROVED PLAN FENCE AND FAORIC 4. TO EXTEND SPRING SEEDING DATES INTO JUNE. ADD 15 LB/ACRE HULLED N
4 THE FLOOR Or T.0 9A314 IN TOE ,URCO a TRENCH LU
S. MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED MIXTURE OF STONE WITH A d50 SIZE OF g INCHES (CLASS EstA[rzoa.°CEL"�:FS",E°R110 TOP or BAFFLE SHOULD eE a BERMUDAGRASS. HOWEVER, IT IS PREFERABLE TO SEED TEMPORARY COVER
8 EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED THE SAS.'.3 CONSMICTIO BELaR THE TOP a n+E EKRM AND SEED FESCUE IN SEPT.
AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR. AND a•a'tREM
HIGHLY WEATHER-RESISTANT. ,ACRnLIED ANp
COMPACTED NURSE PLANTS
'The msd of using a skimmer system era similar,of tTccasionnlly Icss,than
9. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE a conventional trick outlet or perforated rim However,the basin is more
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE Q ean be fficient in removing sediment Another advantage of the skimmer is that it BETWEEN MAY 1 AND AUG. 15, ADO 10 LB/ACRE GERM AN MILLET OR 15
OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STRESTREAM. _ c reused on future projects the main disadvantage or the skimmer is LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40
BAFFLE INSTALLATION - STEP 2 •flewraior-Allow the mwdmomrTroa.Me detention perkTdbeforethe that it does require frequent maintenance,primarily in removing debris Frwn
LB/ACRE RYE (GRAIN)
10. DIRECT EMERGENCY BYPASS TO NATURAL„ STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT THE FLOW WILL NOT DAMAGE THE b.+k lecompleletyee" ha
rt theinlee
•Ina-Tare-RedRm the klllow velocity And dived all Fedkarnt-five
EMBANKMENT.
SILT FENCE BAFFELED FILTER BASIN ' ' A skimmer
ngmust
massdewatter
be
basin fiom the"Oft water 24outface
to
1ur.Ie
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL. AND DOWNSTREAM FROM THE TRAP re dewitaired Ling must m r design A deviraftrewstets ro time e u to a to co Is SEEDING DATES
required Any skimmer design that deTwtna has the earfiee at■con- BEST POSSIBL
IMMEDIATELY AFTER CONSTRUCTION. trolled Fah M acceptable.
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL (ONE-HALF THE DESIGN DEPTH) ON mph view FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
THE PLANS AND MARK IT IN THE FIELD.
•„y I p ,
"^ 4 LATE WINTER: JULY 25 - AUG. 15 FEB. 1 - APR. 15 F••1
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE THE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, PLACE Inflow FI ATmAasenobly FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDES V � Q
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVED O EFFECTIVE.
OF KOBE LESPEDEZA OVER FALL-SEEDED FESCUE IS VERY Fes+
FACING. \ 1:1�I,.;�.i.�' ' EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL. 0
Il - U ...)
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE �d'� 4t- 'C•Erclmas
IIMMEDIATELY FILL ANY SETTLEMENT OF THE 'r' ' SOIL AMENDMENTS
IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT.
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. t i, fir'
Wafer Entry APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 Q
N AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE PERSPECTIVE VIEW urtir
G S ); ,�iT. E�,4,,n LB/ACRERGROUND AGRICULTURE LIMESTONE AND 1,000 LB/ACRE 10-10-10 U
AFTER ALL SEDIMENT PRODUCT E
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY, 1�1tq ' ! spillRRy PVC End PVCEIbow PVC
Schedule 40 FERTILIZER.
fh1.�j � COUP � PVC Pipe v O L, v)
Width W 'eL 0 WI SWIM-" t MULCH C-
PVC End O
.A,.eetboaie.et..Flec.al / Cap APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF Q
tap of prlMpat dp9bvy eNwtlon Schedule-40 ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH a.
PVC Tee PVC Pipe III Pipe ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED ANCHORING Z
}'Holes In � PVC Tee OR ifltt �T �
Utder•sidt Flexible Plate METHOD ON STEEP SLOPES. ".4 V) ►Q LLJ
Hose p o
Inflow
�nra Battles Frsebewd r- � � 9
MAINTENANCE
.._. \ Bohan Surface >
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY
END VIEW FRONT VIEW BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED.
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. Q
5edlmenr Crm-SeefHon ~
1 SAP 3View N z Figure 11.64a Schematic of a skknmer•from Penrarylvanis Erosion end Sediment Pollution Control Manual,
SSTEP
DRIVE STEEL POSTS 18' INTO GROUND ATTACH WIRE FENCE TO POSTS AND ATTACH THE FILTER FABRIC TO THE WIRE CONSTRUCTION SPECIFICATIONS: Meroh,2000 TEMPORARY SEEDING Q
AND EXCAVATE A S' X 8" TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THE Fto a mid
FsaTpte d a van C*nWwA rh wah Mw,2 r D and enTwpwlry ad3way Fran PeRnaYNanla '.y+
ALONG THE LINE OF POSTS. 8" INTO THE EXCAVATED TRENCH. FABRIC 8" INTO THE TRENCH. 1. USE A SYNTHETIC FILTER FABRIC OR A PERVIOUS SHEET OF POLYPROPYLENE. &on onTRaGeaAn►ntPOnRbnCaaolManvel,aleeh,2000 ►.�.s
NYLON, POLYESTER, OR POLYETHYLENE YARN, WHICH IS CERTIFIED BY THE SEEDING MIXTURE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS SHOWN SPECIES RATE(LB/ACRE) W
BELOW a44.a aw aaa
RYE (GRAIN) 120
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIE AOF 6 MONTHS OF
MAX. S' CONSTRUCTION LIFE AT A TEMPIERATURE MUM RANGE OF 0 TO 11207.D USABLE
SEEDING DATES
BE
DN SKIMMER ARM DETAIL
STS 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE EITHER 4-INCH DIAMETER SEDIMENT TRAP DETAIL WITH SKIMMER ARM MOUNTAINS--AUG. 15 - DEC. 15
PINE, 2-INCH DIAMETER OAK, OR 1.33 Ib/UNEAR FT. STEEL WITH A MINIMUM
LENGTH OF 4 FT. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO N•T8 COASTAL PLAIN AND PIEDMONT--AUG. 15 - DEC. 30
;\ice \ FACILITATE FASTENING THE FABRIC.
4S /`�% /�'// SOIL AMENDMENTS FILENAME
•d* O'� ;�. S r►�' 0� / \\i\\i `�*O'� / /\•i�i\;! 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE NOTES:
FENCING WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 PLACE RIP-RAP AROUND PIPE AS DIRECTED
BY THE ENGINEER.
FOLLOW SOIL TESTS OR APPLY 2.00
INCHES. 0 LB/ACRE GROUND AGRICULTURE
LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER.
DESIGNED BY
STEP 4: PHYSICAL PROPER ff.9MENTS VWS
BACKFILL THE TRENCH AND COMPACT
THE SOIL FIRMLY TO ANCHOR THE FILTERING EFFICIENCY 85X (MIN)
MULCHDRAWN BY
BOTTOM OF THE SILT FENCE SO THAT SECTION
RUNOFF IS FORCED TO GO THROUGH THE TENSILE STRENGTH AT STANDARD STRENGTH- APPLY 4,000 LB/ACRE STRAW. ACHOR STRAW BY TACKING WITH ASPHALT, PtJR
FENCE AND CANNOT GO UNDER IT. WIRE FENCE "HOG WIRE' 1 Do FLOW 3DO W NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STEEL POSTS (14 GAUGE PITH MAX. 20X (MAX.) ELONGATION 30 Ib./Iln IN (MIN) DO M STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL SCALE
MESH SPACING . 6 IN. EXTRA STRENGTH- + AS NOTED
BBOTTOM OF FILTER MUST 50 Ib AIn IN (MIN) 07. GRAD
FILTER FABRIC SEE BE PLACED IN TRENCH MAINTENANCE DATE
HEIGHT: SPECS. FOR MATERIAL AND SECURED BY Pt.ACING SLURRY FLOW RATE 0.3 gal/eq ft/min (MIN) I-I I 2/25/08
r,y MAX. 3' WASHED STONE TO A HEIGHT OF -III=
MIN. 2' BOTTOM OF WIRE FENCE AND 6' ABOVE GROUND LEVEL. _ IMMEDIATELY. TOPORESS WITH 50
REPAIR AND REFERTILIZE DAMAGED AREAS
MAINTEN
FILTER FABRIC BURIED 8" IN SYNTHETIC FILTER III- (-)I LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
EXCAVATED TRENCH. FABRIC (AS PER NCDOT I;III=- III= TEMPORARY COVER BEYOND JUNE 15. OVERSEEO WITH 50 LB/ACRE KOBE �
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. I- _
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SPEC. 1f1o56 TYPE=2) ;II - _ (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN
=11EE = III= 1=I= - - I I(-III RIP-RAP Lo LATE FEBRUARY OR EARLY MARCH. P - 6
'I I.I I -1111-_11111 111- Ex. GROUND - SEE SCHEDULE _
II-III-III_ STEEL POST DRIVEN SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE D
" BECOME IN EFFECTIVE. REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
.III =I I H I k=' 18 INTO GROUND
l-
/`\//vj�\/�//vj\\ REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE OUTLET Do 30o Lo W RIPRAP BY
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE NUMBER (IN) (FT) (FT) (FT) CUSS NO. DATE REVISION DESCRIPTION Joe/CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. " 12 7 2 2
_
1 48 12' 26' 30' II
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING RIP-RAP OUTLET PROTECTION DETAIL
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
NTS
SILT FENCE DETAIL HAS BEEN PROPERLY STABILIZED.
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