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U.S. HWY, 15-501 PROJECT NUMBER: NEW-05 HAPF"'d"L ROAD
BALDWIN & WILLIAMS TOWNSHIPS, CHATHAM CC ffAJUNp11Y,'Am-w'o-'&RTH CAROILYINA
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DATE: MARCH , 2007
APRIL REVISED: 6, 2007
REVISED: JUN , 2007
REVISED: SEPTEMBER 1, 2007
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C-1 PROJECT VVICINlTf MAP
C' G CONDITIONS
C-2 OVERALL GRADING AND EROSION CONTROL PLAN
C-3 STAGE I EROSION CONTROL PLAN
C- STAGE I MOSION CONTROL Pl"
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C-8 GRADING STAGE AND II EROSION CONTROL PLAN
OWNER: Pl PLAN & PROPUZ: GREAT RIDGE PARKWAY, STA. 10+00 THM 22+00
P2 PLAN & a GREAT RIDGE PARKWAY, STA. 22+00.00 TMW 33+10
P'3 & PROFUZ: GREAT RIDGE PARKWAY NORIMASM, STA. 33+10 7HRU
- L, L.. . ca,~r~RO~n S J PLAN & PROFILE : GREAT RIDGE PARKWAY NOIt1I'IEAS°Tr STA.. 57'x'00 TFIRU 5 P°5
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5850 FAYETrEVILIE ROAD, SUnE 1 201 P 7 PLAN & PROMLE : GREAT RIDGE PARKWAY NOMIWEST,
P'8 PLAN & IMOMLE: GRIM RIDGE PARKWAY NOMIWEM STA. 10+00 TMM 12+70.19
DURHAM, NORTH CAROLINA 27713
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IPM -1 PA G AND SIGNAGE PLAN
FAX: [phone] PM2 PAVEMENT MARKING AND SIGNAGE PLAN
F . r._N- 31 ~s~ '3 PA MARKING AND SIGNAGE PLAN
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L 30 S BMW W, BBO.BW 800 370.00, L755 - D.B. 942, PGS. 674 475 i. 4 ~ O A ';1 9 P9. 200.1. PC.3S 2003, G. 324 11 _ 268 43-330
0 29 c , ~4~ 2 26 ~j ~ 4. THIS SURVEY PERFORMED AND MAP PREPARED Iz u 7 6 HUBERT WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY
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ADJDINER TABLE 60~ R o 278 197 L ' . P.B. 88,. PG. 16
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FINAL DRAINING - NOT RELEASED FOR CONSTRUCTION MGADAMS
a

DJINER TABLE U)
SOIL LEGEND* GENERAL NOTES
3A CHEWACLA & WEHADKEE (07-2% SLOPES) FREQUENTLY FLOODED 1. THIS IS A SURVEY OF EXISTING PARCELS OF LAND BASED ON LAND BASED ON A REZONING EXHIBIT. PROPERTY OWNERSHIP AND BOUNDARY DATA CONTAINED WITHIN THIS ;URATE THROUGH FEBRUARY 13, 2007. 56) 67) 77) 87)
5A CH€WACLA & WEHADKEE (0%-2% SLOPES) FREQUENTLY FLOODED EXISTING CONDITIONS sHEETIS DEEMED ACCURATE THROUGH US Steel & Carnegie P.N.F. Some Owners as #65 Nelson D. Gaines Katherine M. Pasco J N.C. GRID (NAD 83) NCGS MONUMENTS "MEACHAM- AND -GUNTER- 15 Gum Avenue PIN 9766-72-7072 540 Patterson Drive Carolyn M. Pasco
37B WEDOWEE SANDY LOAM (27-67 SLOPES) 2 BEARINGS FOR THIS SURVEY ARE BASED ON N.C. GRID (NAD E Bolton, NO 28423 Parcel ID#: 2618 Chapel Hill, NC 27516 311 Creeks Edge
,D 37C WEDOWEE SANDY LOAM (67-10% SLOPES) 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS 57C WEDOWEE SANDY LOAM (6%-10% SLOPES) (STANCES UNLESS OTHERWISE NOTED. PIN 9765-47-2252 PIN 9766-80-9125 Chapel Hill, NC 27516 Parcel ID* 2177 68) Parcel ID#: 64534 PIN 9775-07-8058
F 4. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEf 37D WEDOWEE SANDY LOAM (27-6% SLOPES) DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. ED WITHOUT BENEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE Some Owners as #65 Parcel lD#: 2396 SEARCH. 57) PIN 9766-82-0013 Nelson D. Gaines 88 pp
37E WEDOWEE SANDY LOAM (157-25% SLOPES) Wade Rook Meacham, at at Parcel ID#: 2619 ) V 530 E Mass Avenue Betty King Steven & Liso Turner
~j• r,5. BOUNDARY LINES SHOWN HEREON ARE COMPILED FROM A COM rc 39C WEDOWEE SANDY LOAM (2%-15% SLOPES) BOULDERY ACTUAL FIELD LOCATION. 'ICED FROM A COMBINATION OF TAX MAPS, DEEDS AND PLATS OF RECORD, PROPOSED PROPERTY LINES AND/OR Southern Pines, NO 28387-6140 69) 540 Patterson Drive 309 Creeks Edge U'i PIN f 9765-58-3620 Virginia F. Hamm Chapel H71, NO 27516 Chapel Hill, NC 27516
39E WEDOWEE SANDY LOAM (157-35% SLOPES) BOULDERY F irI 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. Parcel ID#: 2243 4263 Manns Chapel Road PIN 9765-89-8993 PIN 9775-07-9077 • O O
516 HELENA SANDY LOAM (15%-357, SLOPES) !ER BASIN. Chapel Hill, NC 27516 Parcel ID#: 64535 Parcel ID#: 2391 F-i r U 58) PIN P: 9766-83-0197 W "ly I
72 51C HELENA SANDY LOAM (6%-10% SLOPES) 7. THE TOPOGRAPHIC SURVEY DATA IS BASED ON AN AERIAL SUI W 57B VANCE SANDY LOAM (2%-6% SLOPES) ON NGVD29. ON AN AERIAL SURVEY PERFORMED BY AIR SURVEY. THE SURVEY IS DATED 3/10/2002. ELEVATIONS ARE BASED Marvin Meacham Parcel ID#: 2517 79) 89) 2915 Meacham Road Same Owner as #77 Folks Landing HDA O
Chapel Hill, NC 27516 70) PIN 9765-89-8781 70 Polks Landing Station x z`
f Y y`. `y T', 8. PERENNIAL STREAM LOCATIONS ARE BASED ON DELINEATIONS SOIL INFORMATION FROM CHATHAM COUNTY SOILS SURVEY ON DELINEATIONS PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS. PIN 9765-58-9492 James F. Norwood Parcel Of. 64536 Chapel Hill, NO 27514 170 d ~ Parcel ID#: 2190 35 Norwood Road PIN 9775-16-2857 \ 04
73 74 FLOODPLAIN NOTE: Chapel Hill, NO 27516-8600 80) Parcel ID#: 2150 U) P. 59) PIN 9766-83-3230 Jeffrey & Terri Maynor ~r1 Ps'
Richard B. Wilson Parcel Of 2515 840 Poke Landing Road 90) "tl.t W N
\ " . '~r •--69 / q THE FEMA FLOODPLAIN SHOWN IS PRELIMINARY AS MENTlFlED ON A AS INSTRUCTED BY CHATHAM COUNTY, THESE PRELIMINARY MAPS P S IDENTIFIED ON FIRM PANELS #3710976500) AND #3710977500) (PRELIMINARY DATE: JULY 13, 2005). HOWEVER, Margaret D. Wilson Chapel Hill, NC 27516 Edward John Dowden Z ELIMINARY MAPS ARE TO BE UTILIZED AS BEST AVAILABLE DATA FOR DEVELOPMENT PURPOSES. A LETTER OF 130 Half Dollar Road 79) PIN 9765-89-7405 Amy Bush Dowden z k FOR FOR CHATHAM COUNTY DATED AUGUST 2, 2006. THESE PRELIMINARY MAPS ARE SCHEDULED TO BECOME Chapel Hill, NC 27516-8671 Scott D. Daughman & Parcel ID#: 62262 579 Oak Island r '1 Q
s h(lr r FINAL DETERMINATION HAS BEEN ISSUED BY FEMA FOR CHATHAM C PIN 9765°59-8549 Renee L Daghman, ETUX Chapel Hill, NC 27516-0444 Fes) LAIN LIMITS/ELEVATIONS SHOULD BE OBTAINED FROM THE EFFECTIVE MAPS TO BE RELEASED ON FEBRUARY 2, Parcel ID#: 2191 52 Norwood Road 81) PIN 9775-16-2434 EE- r4 0 tko
r ic9 , ~lr ,r f /l t(r~/~/I` , " ` " ' EFFECTIVE ON FEBRUARY 2, 2007. FINAL FLOODPLAIN UMITS(ELEVA \"~~Y ,r ( r ~/r r ~I v, 2007. PLEASE CONTACT THE CHATHAM COUNTY PLANNING OFFICE PLANNING OFFICE FOR MORE INFORMATION. I Chapel Hill, NC 27516 Jeffrey Maynor Parcel ID#: 73580 ,y
60) PIN 9766-83-5391 840 Folks Landing Road Same Owners as #59 Parcel ID#: 60568 Chapel Hill, NO 27516 91) W a O
PIN 9765-69-5844 PIN 9765-89-7200 Daniel Morass
Parcel ID# 62256 72) Parcel ID#: 62259 Julia Morava C Cq Wolter A. Skorski 553 Oak Island ,-e W ^
U 61) Roseanne M. Skorski 82) Chapel Hill, NC 27516 - C9 Qa
11:41, / , If l li r i r II I~11`f v v,v~v v `a~~ v 50' CHATHAM COUNT, PROJECT J~ A 1 i v j6o Billie W. Medlin 4421 Manns Chapel Road Hubert Oakley PIN 9775-05-9886 I Ij 'z-, W O ' ^J T EXTENTS Sp! 220 Half Dollar Road Chapel H11, NC 27516 Marjorie Oakley Parcel Of 73574-~ W tY"i t3.._. R Chapel Hill, NC 27516 PIN 9766-83-8390 256 Oakleys Peak Road
~ n~/~~,• R, 1/;/ ~'TEMPABAAY BENCHMARK. ~ / 1' i rl,/~r,~iil III11I I 1 v STREAM BUFFER E%. IROh7 PIPE fl Ta7Tb / r ~1 57B PIN 9766-60-4302 Parcel ID#: 2516 Chapel Hill, NC 27516 92)
( I// u A A t\ r Parcel ID#: 62267 PIN 0765-98-2309 John Haywood r._' ' 73) Parcel ID#: 73218 Marion Haywood
If 62) Moriah R. McCall 501 Oak Island o Same Owners as #59 9473 Perry Road Walter G. McAdams Chapel Hill, NC 27514-8915
/TS PIN 9766-60-6913 Graham, NC 27253 William E. McAdams PIN 9775-15-2304 O Parcel ID#: 62269 PIN 9766-82-9529 Parcel ID#: 1594
a _ r / r I/r i 34,7 1 i 1 rf t~ ~ .~(/II I v ti v ,f /,1 i e 1020 Troilingwood - Newfield Porch ID#: 2528 Mebane, NO 27302 43
( 63} PIN 9765-99-6280 ) Contra Inc Same Owner #92
l~//11 I~ 11 vV Ip r•,~ , 4 ~ _ ii A ~ ~ .r ~ r ~ / ~ l~ j \ V II V ~ ~ T v.. PO Box 5151 74) Parcel ID#: 2376 PIN P. 4775--1 95-3197 Gael & Frank Jaeger, Jr. Chapel Hill, NC 27514 4530 Manns Chapel Road 84} Parcel ID#: 1593
v PIN 9766-61-6728 Chapel Hill, NC 27516 Catharine O'Brien
X! m d I a J I ~I r v s % CAMERON PROPERTIES, LIMITED PARTNERSHIP N Parcel ID# : 2533 94 Z PIN l 9766-92-2218 Wendy Richardson James Bunn Riggsbee Parcel ID#: 2688 316 Creeks Edge
I av 1v 1 V l' ( 'v v v 1 v p, r v x " ( i 1 I 11 ' a`'v i 1 1 1v DANIEL D. CAMERON, JR.; - v / I 11 1Y 1 F V` - 64} Chapel Hill, NC 27594 3308 Champaign Rood Harriet T. Homey 75) PIN 9775-07-4108 Charlotte, NC 28210
I ?3 \ & FIVE STAR GROUP, LL.C. r~ 0 / I t 41 10.14 ACRES / 3805 Means Chapel Road Delphine Delores Gaines Parcel ID#: 2397 PIN 9775-14-7758 F
N ,1v~l~ I I } i l A \ pNY /r i lv`v C1 ! i 9766-72-9067 Chapel Hill, NO 27516 245 Patterson Drive Parcel ID#: 2752 w PIN 11: 9766-72-1043 Chapel H11, NO 27516 85) 95)
Parcel ID#: 2623 PIN 9766-81-9564 Martha S. Block o William & Brenda Griffin OP Parcel ID : 2527 C/o Martha S. Carden
/ i. ~ r i i Iv r( I I t Q- 65) # PO Box 310 40 Taylor Road Robert H. & Sh'vle C. Lindle Pittsboro, NC 27312
o m i irlr Irvr~ ~ ~ i (r fx` Y y 76) Kinsale, VA 22488 PIN 9775-24-3187 0 4204 Means Chapel Road Dolphins Comes PIN 9775-06-5840 parcel ID#: 2828
- Chapel Hill, NO 27516 Nelson Gaines Parcel ID#: 2399 0 ~ PIN 9766-72-3062 Some Address as #75 ¢
I v'°• ' 'i 111 I i~w~,b`v v w `v "~'v~ / ~ ~ ~ ~ ~ ' ' Parcel ID# • 2621 Q- PIN 9766-80-4882 86) r- Parcel ID# 64529 David & Aleta Griswold $
39E Q' 66) 315 Creeks Edge s
Some Owners as #65 Chapel Hill, NC 27514 ! PIN 9766-72-5010 PIN el 9775-07-6054 a
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C. p L29 46.86' S 23'44'17' E L122 680.08' N 00'01'05" E 156 1.9 DESIGNED BY: RICA
o L30 253.73' S 10'17'56" W L123 1182.40' N 00'35'41" E S. R. L31 60.76' N 89'04'56' E L124 93.44' S 8553'58' W
60 PUBLIC Raw L32 426.09' N 89'04'56" E L125 779.96' S 89'20'50" E DRAWN BY: SRW r If
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GENERAL NOTES: STORM DRAINAGE NOTES EE STAGE I 0
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUC110N, CONTRACTOR SHALL 1, ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE. STA 0_0 1. OBTAIN LAND DISTURBING PERMIT. rar`` w
NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE 2, ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE N.C.D:O.T. STANDARDS. 1.
PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. INSTALL TREE PROTECTION, SILT FENCE, SILT FENCE OUTLETS AND CLEAN WATER BY-PASS DIVERSIONS WITH V W
E 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. 2. 2 CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR RIPRAP OUTLET PROTECTION AND CHECK DAMS AS SHOWN PER PLAN. CLEAR ONLY THOSE AREAS NECESSARY TO v
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL GAIN ACCESS TO AND INSTALL IN111AL MEASURES. J
:f INDEPENDENT OF "NORTH CAROLINA ONE CALL". 5. ALL PIPE JOINTS SHALL BE MADE WITH PRE FORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC 3 ASTIC 3. CONSTRUCT SKIMMER' SEDIMENT TRAPS CLEARING ONLY THOSE AREAS NECESSARY TO INSTALL THESE DEVICES AND Q~
2 3. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE CONSTRUCTION CONFERENCE WITH THE GASKETS UNLESS OTHERWISE NOTED. THE DIVERSION DITCHES DIRECTING DISTURBED FLOWS TO THEM. PLACE CHECK DAMS AND TEMPORARY LINERS AS
N CHATHAM COUNTY INSPECTIONS DEPARTMENT [phone], A REPRESENTATIVE OF THE OWNER, AND NCDOT, a 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR' rAR REQUIRED PER PLANS.
0 4. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE MIXED TO MANUFACTURER'S SPECIFICATIONS: 41 t6F 4. CALL CHATHAM COUNTY EROSION CONTROL [phone] FOR ONSITE INSPECTION.
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER; WASTE CONSTRUCTION MATERIAL OR OTHER FLOW STAGE II
OBJECTIONABLE MATERIAL SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW ST)
9 5. SOIL UNDER PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H:V) SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. 5. BEGIN CLEANING AND-GRUBBING FOR THE CONSTRUCTION OF THE GRAVEL ROAD AND CULVERTS.
GE07ECHNICAL ENGINEER, THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE 5• a RECOMMENDED BY THE GEOTECHNICAL ENGINEER. B. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE a MATERIAL 6. 6. INSTALL STREAM CHANNEL BYPASS DITCHES ADJACENT TO. STREAM CHANNELS AS SHOWN ON PLANS WITH LININGS
a AND DIMENSIONS SHOWN IN DETAILS. PLACE CHECK DAMS AS SHOWN IN CHANNELS AND INSTALL CMP CULVERTS CTED cq Et
N 6. WETLANDS EXIST ON THIS SITE IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTIONAL DETERMINATION AND REQUIRED PERMITS °o PRIOR TO ANY GRADING ACTIVITY. 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPUSHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUNO THE PIPE SHALL BE THOROUGHLY COMPACTED a TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 7, 00 7. ONCE CULVERTS ARE INSTALLED, DIVERT FLOW BACK THROUGH CULVERTS AND BEGIN GENERAL GRADING ON SITE.
w 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL REPLACE ALL MARKERS REMOVED OR DAMAGED DURING PERCENT STANDARD PROCTOR, z CONSTRUCTION. 8 8. STABILIZE MASS GRADED AREAS AS. THEY ARE BROUGHT.TO.FINISH GRADE. -SEED AND MULCH DENUDED AREAS WITHIN 21 DAYS OF ANY COMPLETED PHASE OF CONSTRUCTION.
9 16. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
8. WORK ZONE ADVANCE WARNING SIGNS AND LANE CLOSURE PROCEDURES AS PER LATEST N.C.D.O.T. AND M.U.C.T.D. STANDARDS SHALL BE IN PLACE . o PRIOR TO COMMENCING WORK ALONG MANN'S CHAPEL ROAD. SEE SHEET D-9 FOR TRAFFIC' CONTROL DETAILS.. 11. ALL ROADSIDE DITCHES (EXISTING AND PROPOSED) SHALL BE STABILIZED THROUGHOUT CONSTRUCTION ACT11 VITIES AS PER EROSION CONTROL PLANS; 9 9. ALL EROSION CONTROL MEASURES. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, AND CHATHAM COUNTY ORDINANCE.
t 9. CONTRACTOR IS RESPONSIBLE FOR ALL DE-WATERING AS REQUIRED THROUGHOUT PROJECT CONSTRUCTION. 1i 10. CONTRACTOR WILL MEET WITH THE CHATHAM COUNTY EROSION CONTROL INSPECTOR PRIOR TO COMMENCING A NEW PHASE OF CONSTRUC1ION REQUIRING ADDITIONAL EROSION CONTROL MEASURES.
10. CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE REPAIR OR REPLACEMENT OF ALL SECTIONS OF MANN'S CHAPEL ROAD WHICH ARE DAMAGED DURING PROSECC NO. NEW-05040
CONSTRUCTION. J 1 11. AN INSPECTION BY THE CHATHAM COUNTY EROSION CONTROL INSPECTOR IS REQUIRED PRIOR TO REMOVAL OF ANY
a 11. SEE SHEET D-1 FOR PROPOSED ROADWAY TYPICAL SECTIONS. EROSION CONTROL MEASURE REQUIRED PERMANENT VEGETATION WILL BE FULLY ESTABLISHED AS A PRECONDITION M'AM NEW06050-OAGI TO REMOVAL OF ANY EROSION CONTROL MEASURE. DESIGNED BY: RCA
0 12. CONTRACTOR MAY USE EXISTING TRAILS FOR SITE ACCESS UPON PLACEMENT OF EROSION CONTROL MEASURES UNTIL ROADWAY 19 CONSTRUCTED.
NOTE. INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL. REPAIR AS NECESSARY. ntcamt BY: SRW
13. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONING, PLACEMENT MONITORING AND REPORTING REQUIREMENTS. N NOTE: ADDITIONAL MEASURES MAY BE NECESSARY PER THE REQUEST OF THE EROSION CONTROL INSPECTOR PENDING GRAPHIC SCALE SCAM 1"=200'
14. ALL REQUIRED IMPROVEMENTS IN MANN'S CHAPEL ROAD SHALL BE DESIGNED AND CONSTRUCTED BY OTHERS. N SITE CONDITIONS. 200 I 100 200 400 I DATE: 03-05-2007
0 L15.NO ISTURBANCE SHALL BE ALLOWED IN FLOODPLAIN AT STREAM CROSSINGS U N NL UUNUNIUNAL Lkl ItK Ur MAr ncvaun k"Vmm) is SBEET NO.
BY BOTH CHATHAM COUNTY AND FEMA. I inch = 200 ft.
w ER DIVERSION DITCHES SHALL REMAIN ON SITE UNTIL SUCH TIME THAT THE FUTURE LOTS SHOWN AS 'FUTURE DEVELOPMENT" AS WELL AS
z IATED STORMWATER SYSTEMS FOR THESE LOTS ARE CONSTRUCTED. CONTRACTORS SHALL INSURE CLEARWATTR DIVERSIONS ARE LINED AS
§S ON THE DETAIL SHEETS AND SEEDED AS OUTLINED IN THE PERMANENT SEEDING SCHEDULE. w z TRAPS 7, B k B SHALL REMAIN AFTER CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED. TRAPS ARE TO BE STABLZED AS PER
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
$ ANENT SEEDING SCHEDULE UNTIL SUCH 11ME THAT THE CONSTRUCTION COMMENCES ON LOTS LABELED 'FUTURE DEVELOPMENT". e i
X

EROSION CONTROL LEGEND
FILTER BERM
CHECK DAM
SILT FENCE OUTLET U
95 LF EMERGENCY SPILLWAY TEMPORARY BYPASS CHl RY BYPASS CHANNEL STORM DRAINAGE r ca to i SYNTHETIC LINER CFB2 SF-SF-SF- SILT FENCE `~•j/ P4 0
ELEV. MER 0 LINE WITH SYNTHETIC LIt• ECH (OR APPROVED EQUAL) p~yy F-i 0 U 0
LINE WITH IMPERMEABLE MEMBRANE BY CONTECH (OR APPRC \ I~ X700' SEjBACIK ( \1 ~1 ~1 1 1 1 I (20 MIL PVC OR SIMILAR) TP -TP -TP - TREE PROTECTION ?r~{ 0-9 W Z I
10 LF EMERGENCY LID tD LIMITS OF DISTURBANCE
I' 1 0 //i l ff /f 1 1 I 1 1 I I RIP RAP ENERG`) DISSII'ATOR / SPILLWAY RIP RAP ENERGY DISSIPATOR
/ I I I / yo 1 1 I I 9q'Lx90' 95^ THK. I f Jj9- ELEV.=541.50 20'Lx15'Wx1B" THK. - 250 - - EXISTING 10' CONTOUR d CQ CLASS "A° RIP RAP Gi
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_ l I l i / I - I I I I I ~ L I I f f I EASEMENT LINE Z 0 N } I Fri
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/ I 13 / PERMAN T CLEAN WATER D RSION 9 I I I I I I I BOTT M OF TRAP w aI 1 y/ 1 ~XIj71NG NQD MAD i / I ELEV.T533.00 . A D~ LINE W9 TEMPORARY ERO ION CONTROL j LINING FB2 BY CONTECH OR EQUAL \ o
/ f ROADSIDE SWALE 1I I I I I S 1 I C \ } I I i \\6 DIVERSION DITCH E ti to
NCB 11574 / LINE WITH TEMPORARY EROSION CONTROL I I I 1 I 1 } \ \ \ I 9~ r\ \ \ ° ° ° E-I U W UaDC m
MITS OF GREAT RIDGE PARKWAY ,f LINING SFB2 BY CGNTECH OR EQUAL I I I t_ 6_ _ h \ /1 f PROP RTY U NE LI i / / DISTURBANCE ° I f 1 \ 1 r4 0 1 w \ \ 6 CONSTRUCTION ENTRANCE Z @
f 1 3 1 i / (TYP•) 60 PUBLIC R I J I I f f f I f I W l~; I + h\ 1.
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DAM (TVa.) I f~" } SUMMARY TABLE) \ \ s °t°vuinn~~ s } \ / I N CARO
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FILTERIIBERM~ 1"I I
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17 BOTTOM OF TRAP h
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f E / DISTURBANCE Lo f I ENTRANCE/ERIT ) / I Sill F~CE / LINE WITH TEMPORARY ERO ON CON7VtOL f o _ \ \ LEV. ~00 54'0, a
\ f I / "'OUTLET (lYP) I i / MATTING SFB2 BY CONTECH OR EQUAL f y f 1 \ `
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1
FTURE TER TOWER ACCESS ROAD U "
If I I f i f / / r / / i (BY ERS UNDER SEPERAIE PERMIT) / Lo a / f / / T / /f ff BOOM OF I p9 \ Ol ) Q ) \ ^ \ / I ~I \ STONE CHECK i \ Z o
II I ; I i i / I l ( I EL~V. 532.00/ 0 La \\(C RIPI 1 -4- I I 50'fSETBA K f I 1 i / f I I 90 LF 9MERGCY I A~ 77 F DEI7 _ 15 FR P AP IN \ } DAM (TYP.)
(CLASP 1 ~E7 SH
1 3 I i / / / I SPILLWAY I i ELEV.7535 50 \ Lo SF' 0 No \ LIMITS \ 1W
5' CHATAAM C06TY
I j i / < J /f SEAM BUFFER ~~A\\ ST ` \ \1 \ DISTURBANCE ANCE
1 \~(EE SHEET D F t R I'
MANNS CHAPEL ROAD ` \ I a5 S MARY\TA ) It,
EX. 60' PUBLIC R/IP a \ 1 \ \ \ \ \ I ~\I~® \ w \ PERMANENT-CLEAN
I iy WATER DIVERSIOPT'2"
I ~-1 W N 25
- - -
I` 1' f I I , I LIMITS OF 72 to
DISTURBANCE 'm co
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sk-l- ROADSIDE SWACE-,4
\ \ \ c~ IC\2 w 00
to z
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r-~-~ _%/1'~- I \ I 11 1 \ PROPE~tTY LINE \ \ \ \ \ \ \DA ( ) 'E I SF SF , sp 'SF,
ROCKET SEDIMENT TRAP I ° \ 1 1 1 \ \ \
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W 1 `O PROPERTY LINE / / SEE SHEET-4) 11 \ 11
\PPERMANENT CLEA~1N WATER DIVERSION 1 \ 1 \ \ \ \ \ W y \ I I Off,3 °.0 \ \ o z
LIMITS OF/ DITCH 3 LINE W11H TEMPORARY EROSION 1 \ ~ \ _ _ _ / DISTUR CE r l CONTROL LINING SFB2~Y CONTECH OR I \ 1 \ \ \
- _ _ - - PERMANENT CLEAN WATER (TYP EQUAL \ r \ 1 ROADSIDE S)kALE 5 \ \ \ I
OF H / f \ \ \ LINE WITH TELIIPORARY EROSIONEEE DISTU 1 L1MRSR CE 1 DIVERSION DITCH 8 / \ GR AT RIDGE P AY \ \ 1 11T" \DISTUR umrl`s DNCE I j I, I I I Ix r4
xj 1 //NCI~ \ \ \ \ \ EQUTA CONTROL LINING SFB2 BY CON ICH OR 1 1(TYP.)
[-L DAM ( , \ 60 PUBLIC R/R \ \ \ \ I 1 1 1--- Lo
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U 1 ROADSIDE SWALE 3 \ 1 \ \
41
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+ 1-°---- \ - DAM (TYPYP.)
" "°S LF 98° RCP 1 ROADSIDE SWALE 4 (
1 (SEE SHEET P-1)
14 1~ I E I CK I i i ~4f ~J EI
[-i Isf-~-I-sr s~-7 -s6-s-s6 - S-~'--s-sr-s-s6-sr-sr- w°~'m_ -~-m a-m Ln 1° m TIC ~'j - ~ to _f- LR q, I V 1 IA ®m - to In gyp' Lp ID I-- ~ f b'h
PREFORMED SCOUR
N 1 SILT FENCE 1~ s HOLE LEVEL SPREADER LIMITS OF I w ) / DISTURBANCE
9 1 DLIMITS OF ISTURBANCE APRON (SEE DETAIL) 1. FOR GENERAL NOTES SEE SHEET C-2.
(TMP) SILT FENC f } \ ~J rWy 1 SILT FENCE ROADSIDE SWALE 6 J J f` I d OUTLET (TYP) OUTLET (E) / ` ` ` / I I I y~® » 2. STAGE 1 EROSION CONTROL PLANS ARE INTENDED TO LIMIT EROSION AND
H 1' U - l ` ` 1 \ SEDIMENTATION FROM TIME OF CLEARING UNTIL ROADWAY ROUGH GRADE ° HAS BEEN ESTABLISHED AND PERMANENT PAVEMENT AND SITE SYSTEMS ~I
I` , y HAVE BEEN INSTALLED.
o
/ \ \ r\ I v e I~C~1 3. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THIS STAGE 1 PLAN AS WELL AS ALL MEASURES DEPICTED IN THE STAGE II PLAN AT SUCH 71ME AS
P PERTY LINE / LINE SITE IS PUT ON GRADE.
1 PROPERTY LINE / / SIT FENC~
s ® / PRO]ECT NO. NEW-05040
FRENAMEt NEW06050-EC1
n a 1 11
x ® DESIGNED BY: RCA I/ / / 114 DRA4N BY: SRW
c 0 G 4, AAl 'y
6 c tAk* 41
m
0 GRAPHIC SCALE DATE: 03-05-2007
N O N / @yy 46 0 20 40 80 gip NO.
?Q
W y 1 inch = 40 ft.
w
3 p ® FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MGADAMS
Q
a X °

I FUTURE DD\EV~LOPMENT TEMPORARY BYPASS CHANNEL 44 LF RIP RAP APRON
(LINE WT NCIDOT CLASS °B" (CLASS "1 SEE SHEEP
fIP RAH \ f C-7 FOR DETAILS)
ST-5 1` + \ \ \ \\tl /
E'~ / rr NEE SHEET D-3 FORt I ' 15 LF,EMERGENC
kMMARY TABLE SPILLAY S :SO LF EMERGENCY LIMITS OF \ V: 45 SPILLWAY - i------ i
W' \ OISNRBANCE BOTTOM OF TRAPI I 1 y '0.~INTERMITIENT/ ELEV.=499.50
WM' \ ,y'•) ELEV.=501.60 6i0 SIT FENCE STREAM I SILT-FENCE 0 / ' l
~ FUTURE DEVELOPMENT 0 U O
\ \ lj / ~l 1- I ( I l U• /rL' s sr-- ~SILT-FEWCE SILT FFCE J ` I / 2i s S _ Fl \ 4 n / y ) / / r - .005 / / / / W Z I
W A (TYP.) W' \ ROADSIDE SWALES
3s -a-~- 3s ) / / ly r W 1(SE61-!EET D-3~OK ~ (ILT ~ FENCES - - ~
p A - B SUMMARY TABLE) w ~ t v ~ W a STAGE 1 TEMPORARY DIVERSION A" LIMITS OF O W -1N SPQ]-BY CONTECH OR APPROVED EQU DISTURBANCE P-M ~ Z
®a BILE Slli TRAP 10 ! , f / ' ri r W -W M \ \ G EAST ~ CAE A KIYA~
eLEV. ~s6 00 \ \ 96 J / A toNE QbE¢~33+00 4 r \ / ~CETYP1/~ / • ' BOTTOM OF VIABLE YPIDTPUBLIC R/YP~ RKWAY Imo) - - w 4 - - C
DAM (TYP•) I + , - TEMPORARYI DIVERS[ N MPORARY Df4tRSION a \ \ ,a PL4 LD E-t ,,t 10
o ~ I BITCH 8 NT r LD LO LD E--4
U H'
RD1pDSIDE S1kALE EF~l ~1 4r / ~

? 37+00 0+0() \ \ SILT FENCE W W4
38+00 39+00 / 'U+i0~.
I`'4 f V /i ° U, /i~ / ,4//^ ~1 as \ / /
14 CAP
'All
®dy dl ®dL / / \ \ V 22285
SILT FENCE D UBLE SILT M Ib 4' t I1 NCE (TYP.) y / / / \ !z o fy~
11ON TREE PR
0 (~EE SHEET 6-3 FAR I I FILTER ERM oa V I ~jp ~ FENCEi(TYP.) rE~
SUMh~ARY TABLE)I I I °tn I ! . / I /I r o \ \ \ i m I I I 1 ,R l sxl r ~i' 1 a II N I \ \
BoT~OM of TRAa I I : \ ! / 1 \ ~ .yy 07 ^ .rp
ELE =50 .00 26 LF E ERGENCY 1 I f I I \ \ { ?I " \ wa*0o / 1 It' ~TT11 I I I SMLLWA \ 1 498 \ ix 500 00
® I I I J5 LLF AM R ENCYI II1 EL~V=51.50
I ELEV. 809.5 I I Itf g' CHAIU COUNTY ' 1 y -j4_ z
ff S EAM BUFFER 1 \ _ \ LIMITS OF ~07 ^
SILT FENCE I I f 1 I \ \ \ DISTURBANCE I /
m / I `ILT FE1CE1 O
EROSION CONTROL LEGEND I xk 1111` \ \f®~ w m, 07
40
FILTER BERM \ .,y n y', \ \ W 0,
FUFiJRE DEVELOPMENN~ ~xv~ , I i f 1 8011LOM of AP I m -7 EIEV.'=498.0 ST \ \ /
CHECK DAM I I ) I f,ll II IINSTAl11 CHECK DAM
I I MMEDI TELY I SUMMARY TABLE) IIIIIIIII' SILT FENCE OUTLET EXISTINGU k \ I I I I ,ppDdAC NT TO RIP SfONE CHECK LIMITS OF
II I (SEE SHEET D-3 FOR WETLANDS I I I fa I' IFAP PAD I \ O R 6AM (TYP.) DISTURBANCE W PERMANENT CLEAN Q
\ 11 I f t r / W / e STORM DRAINAGE \ 1 f I I \ t / / /(`(Yp.) / WATER DIVERSION 5
w
-SF-SF-SF- SILT FENCE RIP RAP ENERGY DISSIPATOR\ 1 1 11 If I t I\~ \1 /r ` uy ~~~ii 9 LIMITS OF \ ; -nf /
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-{D--LD- LIMITS OF DISTURBANCE / LINE WITH TEMPORARY EROSION CONTROL o ` ® n LINING SF82 BY CONTECH OR EQUAL
250-_ r ;[D C`t
- - EXISTING 10' CONTOUR / STONE CHECK
EXISTING 2' CONTOUR DAM (TYP.) -a r7 ! t
- - - EASEMENT LINE
STREAM BUFFER / /
DIVERSION DITCH
CONSTRUCTION ENTRANCE. -
pEPFMA LNT CLEAPd/
\ / / \l ~sWA DI ERSIOW j / ~p//~ In A
A 00 - \
u IRS 0/.
fly
- - - - - - - - - - - - -
\ - - - - - PERMANENT CLEAN / k
I \ \ STONE CHECK- ~cHECK- - _ _ - - - - - WATER-DIVERMOIT 6
~V`F~, aD M~(T1P.) E DUELbRME r \ i\~ \\I\\ \\FUTU Z ~
F1 \ LIMITS-OF \ I ` - \ ° \ \ I \ \ \ \ \ \ I ® ~R \ \ DISTURBANGE\ S LO LO LD ID
j~~ ' \ SILT FQ~CE S! 1\ 1_ _-f \ / r^"t\~~\\ \ l OUTLET \ I ,1' ~J6. q i \ l 9 r/ I _ _ A 0.
® \ S I s stn\L \ SILT FEKCE I \~e~ . Iflj \ r~ I / / - ' sp 91 \ I
® \ \ I bJ~~. \ 6 \ ll \ I 9 r
CWA
sr LD Lo 19 " TREE.rPRO_TEC719N--"
SF SF SF LD RENT c SF SF SF °os wID V° VApAaLF
0.0 0
~ p \ -1 \ 1 r ICI / 00 sp 'IS OF 0
0\
dL~ lp 7p dL dl, dl DI' ~RBANCE \ ze+on \ ' \ - ~SIvLTo `FENCE \ \ I \ (TTr.1 Q
IN 7p\ 'LL
I\ \ ° ®Tp y 71 \ TREE PROTECTION \ \ dL 7 n !1 \ - \ FENCE (TYP.) \ \ \ _ x- a dt- atu ~ 7P - r 30 LF EMERGENCY SPILLWAY
E2 00 \ n ® 2s+vo- - - 1 \ \ \q ELEV. LINE WITH TH IM IMPERMEABLE MEMBRANE
m \ ® _ m mom-m~~ -m®~ ~m ~la-{ TM e- P7 -7 'T l-- MIL PVC OR SIMILAR) th
19+00 -7 24+00
P /z3+00 -INSTALL RIP-'RAF IN TEMPORARY }VERSION y A A . w\ F r -BITCH/BERN I (1YP } DIVERSION BEND id
FIN
RIP RAP ENERGY DISSIPATOR 6 35'Lx15'Wx22" THK.
3 \ S \ \ \ \ i \ \I\ \ _ / _ _ _ I \ I CLASS 01" RIP RAP
aaaj www~~ \ OAS \ \ \ \ l / / i
or, 1~~R Irn 1 ` 14~ / LD p o DISTURBANC\Eh l\\ '~~D ~ ~~y- \ \ I ,7-Lo ~ Lo
\ \ \ ~rn'•) I STONEZ K
SCOry~ HECE< 1 \ \ \ \ \ ~Y \ _
DAM(I DAM (TYP. I \4O~ \ - PROJECT xo. NEW-05040 ) ~~%7 FnErraa~: NEW06050-EC1
° PERMANENT CLEAN WATER DIVERSION 5 E :DEVELdPMEI~T
NOTES: LINE WITH TEMPORARY EROSION CONTROL LINING TRM C-35 BY CONTECH OR EQUAL DESIGNED BY.. RCA
1. FOR GENERAL NOTES SEE SHEET C-2. sacvsm SRW
ta DRAWN r:
2. STAGE 1 EROSION CONTROL PLANS ARE INTENDED TO LIMIT EROSION AND SEDIMENTATION FROM TIME OF CLEARING UNTIL ROADWAY ROUGH GRADE (SEE SSEET D 3 FOR \ \ \ \ ` 1 SCALE: 1" = 40' H D-
Of rsur AMV rear e\ (-RAPT-TTC RCAT.F DATE: na_n~_~nm
$ HAS BEEN ESTABUSHED AND PERMANENT PAVEMENT AND Silt s751tMS : INSTALL CHECK DAM 40 Vo zo Y V w ao ® v
M HAVE BEEN INSTALLED. I R BOTTOM OF TRAP IMMEDIATELY ADJACENT sar~r No.
9. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THIS STAGE 1 PLAN AS ELEV.=460.00 TO RIP RAP PAD
WELL. AS ALL MEASURES DEPICTED IN THE STAGE II PLAN AT SUCH TIME AS 1 inch = 40 ft
z SITE IS PUT ON GRADE.
U FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
0 d
X

rn
• ~ f~ r
Q
U
' CLEAN -W TER _WVtRS10 7 /
r / V
A /~®9 ®
X / -,STONE CIjEL`K J~
~~"~At DAM -MP.) / /
LIMITS PF' / l W ~„J„I ~ u°9 O P~ =0 O
DISTURBANCE LT FENCE /
Arm) TT)~ E ~ LD W u x
BDIT OF m
=4 0;00 AP It It I! !l ! Z W4 M
ST-A z W ® rn
l / i rI y \ "m- ~ > o a 1SEE SHEE-V D-3 / It EXI TING,~. SUMMARY TABFOR It It rr We LAND W P, a
Cc, r RIP RAC ENERGY ISSIPATOR ! It i 10'LA6'Wx22' It ~0'yHA7HAMCOUNTY eeepeouuupya
/STREAK BUFFER OT CLASS A" RIP RAP / It s4a~(N CARp~
r ~O*° °A ( Yi 6 / Nll 10 LF EMERGE Y
Q"A6\ i SPILLWAY3.
ELEV.g 3.50 / I TERMI'ICTENT 11T FE / A tt ? / S~GE i STREAM 22286
OUTLET (TYP)
BOOBLE SILT ePP~'J
FENCES]YPS 7 LF RIP RAP APRON IS14
G 2G
TREE PROTECTION ID (CLASS "2". SW SHEEP - `C,--a C-7 FOR AJLS) FENCE (TYP.) \ ~ ~r ULVER G'
i z
-66 SF j~ SILT FENCE v
LIMITS OF EE SaEEI P=S) OUTLET DISTURBANCE_ _ \ e t 52H1WAY/~`C'r rr / r z o
U ~
(4 - -TEMPORARY FILTER BERM LEd, 4~8 50 l ' D L. 4
DNBRMON DITCH "B" \6 \ I / ~4 4~ \ -FFENGE-( P.)-
BOTTOM. & TRAP _ ~ O Z V
g~ 0 ELLEV,445.00 a a a
- 5 `==REIBLOCATE SIL SI-1L
FENCE OUTLETS 6 J m z n n
bLOW~POINIS,(YP.) / 5 (SEE SHEET D-3 FOR FILTER BERM c ' SUMMARY TABLE) Q o 0 o I I
N, e o / PRELIMINARY 100-YEAR' 4RY 100-YEAR FLOODPLAIN /X a N ~P /S O O
\ ;S 3~0q 6' OMITS OF It
- a a DISTURBANCE / ~ aaQ
- ® - NE CHECK J (TYP.)
\ - TEMPORARY-BV-ASS- a It ST~l 3/
OHANNELNTHSILTFENCE ~~°}60~.
-LINEIWTH S194THERG' - - - LINER CF82 BY PYRAMAT ST-
OR APPROVED EQUAL TEMPORARY \ a (SEE SHE /l NCEJ / (SEE SSHE~T D-0 FO TYP
DIVERSION DITCH "C" J \a . O~.Po I J / *TTOMOF ' / SUMMARY T#BLE) ! / ! J W / SILT FENCE ~ / ~-~-.^'~j!! /e ~
- \ SUMMA BOTTOM dF TRAMP OUTLET (lYP} PTREAMIAL
/ELEV.= 0.0( / f 4b / ELEV.= 0.00 / I i/ / / ® A O 10 LF EMERGENCY
/ SPILLWAY N ( ) o )VERSION / V. 43 0 r LIMITS O /F , co
/~7~~M,PORARY/DNERSION/ I oo. ay o
NEEL ~ / N a I ""uH/BERM (TYP.) 53' LONG RIP RAP / -DISTURBANCE t 0 r+ Qy
~ LIMITS OF *00 PLUNGE POOL (CLASS "2". (TYP.) ~~~y U ~y SEE SHEET D-9 FOR / v - - - °
1. FOR GENERAL NOTES SEE SHEET C-2 f ~p6° ((~)RBANGE It 10 LF EMERGENCY- DETAILS) w SPILLWAY, ~ "'I'l
2. STAGE 1 EROSION CONTROL PLANS ARE INTENDED TO LIMIT EROSION AND / It It SEDIMENTATION FROM TIME OF CLEARING UNTIL ROADWAY ROUGH GRADE ~t `y ` 'r, I ELEV-,4435.50
I I / / FILTER „
HAS BEEN ESTABUSHEO AND PERMANENT PAVEMENT AND SITE SYSTEMS FUTUR ,,DMLOPMENT ^ /L HAVE BEEN INSTALLED. 11 j r/ BERM / j fSI~T _ _ FENCED P'
3. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THIS STAGE 1 PLAN AS WELL AS ALL MEASURES DEPICTED IN THE STAGE II PLAN AT SUCH TIME AS 00
SITE IS PUT ON GRADE to / o / / TEUpg~_ L . 'nom ? P ~'m As
DIVER ION QrrsH.q' ,ION m "q" I r I 1 64+
_ ti ! ,n s
7
It #L v I , EROSION CONTROL LEGEND Z-/Z S~j
It LD ,ST-T 14 co J / EE SHEET FOR
STORM DRAINAGE J - - - \ f f J CULVERT "F" to JJf ; (1} 14.ss° ALUMINUM %s}~MMA BLt~\
I / J ARCH CULVERT a BO&Ro0 OF TRAP r
-SF-SF-SF- SILT FENCE I / 4? /j o P-5} {~EE SHEET DIV, 4,3 2,00 Imo, pi
-TP-TP-TP- TREE PROTECTION 4~6~
-LD-LO- LIMITS OF DISTURBANCE / D UBLE SILT R,
SILT /y FENCE (7YP.) fff FUTURE STORM ATER / DOUR lLT BASIN BY OTHE S a
250 10' CONTOUR rFENCE f YK) f SILT FENCE //.f E (TY!> ?C ( ) s O
252 2' CONTOUR ST-9 / i (SEE SHEET D-3 FOft / OUTLET U 0
50 EXISTING 10' CONTOUR SUMMARY TABLE) LIMITS OF
DISTURBANCE hp / / / / ` ° f \ ^ Va
BOTTOM OF TRAP S02r FENCE EXISTING 2' CONTOUR - /
EASEMENT LINE ELEV.=440.00 IOU= (TYP) STONE E r ° jWF~ y
STREAM BUFFER 30 LF EMERGENCY SPILLWAY TEMPORARY B JAS l rrri1~/ /I f ` DAM (1YP, uIP }i ~r S \ V U F-r ORARY BJASS CHANNEL / \ O
ELEV.=443.50 - E NTH NCDr CLASS "B"-- 4*)
DIVERSION DITCH LINE WITH IMPERMEABLE MEMBRANE UNE WITH Nor I (20 MIL PVC OR SIMILAR) RIP RAP / BA7 ° RAP w o `0 MAR~l RIAIN E -ORARY w
FI LT FENCE a° s \ _ _ \ „I U1 1, 'M - L
CONSTRUCTION ENTRANCE i - • / / TEM ORARY/ ! \ lY~ F t-a
u c / ® ! DN~CR1ION/DIT H
INLET PROTECTION
FILTER BERM
CHECK DAM
SILT FENCE OUTLET
PROJECT N0. NEW-05040
FuENAME:
! ? ` DESIGNED BY: RCA
DRANN BY: SRW
/ f:RAPT-ITr. SC'AT.TP. DA'L'E: nz n~ nnn-s
V N-V J G V V/ 40 0 20 40 BO e®4YIli®
SHEET NO.
1 inch = 40 ft.
McAI}AMS
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

EROSION CONTROL LEGEND
FILTER BERM
CHECK DAM
III~III~I SILT FENCE OUTLET
V
STORM DRAINAGE T
SF-SF-SF- SILT FENCE ry~,7a• O O
15 LF EMERGENCY SPILLWAY
ELEV. 536.50 LINE MOTH IMPERMEABLE MEMBRANE 1p®TP-TP- TREE PROTECTION w Z I to„
(20 MIL PVC OR SIMILAR) ---LD LD LIMITS OF DISTURBANCE " C4
10 IF EMERGENCY
SPILLWAY RIP RAP ENERGY DISSIPATOR - 250 e a CQ ELE4`. A41.50 20'Lx15'Wx18" 1NK. EXISTING 10' CONTOUR
1 LX1o' 18" VK. / I 1t'r C ` ` I CLASS °A° RIP RAP EXISTING 2' CONTOUR Z N
I I I / r / y~° 1 I I I C~ASS RIP PAP I 1 i 1 J I o \ \ - EASEMENT LINE Z
I III l~ / J I I I I I I I I I ~ I ~ I i/ ( ~j ,I I l / J / ' I I l-f~~ I
1 l i / 1 f I I I f leOTTM of RAP - -W i \I xlgn G D~ WE ^ d( I P ~0 \ STREAM BUFFER W XI~T1 I P \ p, C4 0 0
F 1A ;'00' SEI ACS I I / ~ AI I II I I II ~ RIP RAP ENERGIL DISSIPATOR / I I ELEVg533.0d I + 4~E7~A D DIVERSION DITCH Q E-+ Lo \ I l t \
~D PERMAN T CLEAN WATER D,11!ERSION 1 T ~OQD LINE WI TEMPORARY EROSSION CONTROL / r ROADSI[~E SWALE 11 I I I I f/( ~1 I'V U W U 5C to
I / I I LINING FB2 BY CONTECH/OR EQUAL / LINE Mlp~ TEMPORARY EROSION CONTROL I I I I ~j I , r L / I NG X574 Jt / OF GREAT RIDGE PARLAY J LININGJrSFB2 BY C17NTECH OR EQUAL _ ! 1 \ } \ \ \ 9 V~ 4~°° W 0.j z CONSTRUCTION ENTRANCE \ o q° rr W
LIMITS . \
r / \ N i i I I I F1h t PROPF\RTY - \ % LINE - , DISTURBANCE/ 91 w
r 1 / (Trn.) 60 PUBLIC R /~P m - w - m I I ( I ~ I I I ~ I i.li / ' ~rs 4° LI)
I 1 (SEE SHEET D-3 F,OR,
LD ID ST'l CAR SUMMARY TABLE}
s (SEEISHEET -3 FOR - 4- I L L It\ BOTTOM OF TRAP\\ ,y• Q
MARY ABLE) I I i I I " I 1 \ I / % I IhLTI(R BERM I ELEV.=538.00 I \ / \ \ I SEAL
I I \ \ DIVERSION \ \
t l \ \ DITCH/BERMi 22286 \ ° _ ^ ~JV C
oo 15+
° 11 - f X13+00 - , - 14+011 s ' V 1D 00 _ / _12 +60 - - ---1 J-f
ETON CHE K D TYP/ / III I Ih°~ I may" I ~n++~ I I I a+00 \ \
ed I 5~ ~MP \f \ \ w
-s s k' "HEE IS I ($E-SHE\ P=)pt SPILLW` A\~ GE \ \ \ \
I -s ~ LD LD a m F-to--,m q m m I - I - - _ _ 56 4 ELEy=535,50 - - \ o a BO P~ \ \ z
LD I CONSTRU, GRAIL j SILT FENCE i / LIMITS OF ROADSIDE Sl4ALE 2 I I I D ] I I ` \ LEV. 0 \ \ \
C 1 / DISTURBANCE' LINE WITH TEMPORARY ERO~ON CONTROL 1 0
MATTING 5FB/Z I I I r ° ENTRANCE/EXff SJLTCE \ J d ~O (TYP.) BY CONTECH ;R EQUAI rI EMPOwvEFRY DNERSON I \ \i \
DITCH/B M prn. I I i I o \ \ \ \ ® \ ROADSIDE SWALE
\ 66 LF 15 RCP
(S EE I t JJ ST` \ (r 1# I I I i Jl / I T (SEE SHEEP P-1) 1 I I \ I in z
I I= i / J I SHEET/D-3 FOR 91 I ° J / , J I I SUMMARY TABLE) m \ I I / / t J I J FlIT e A FlL B Mme!,
FUTURE WATER TOWER ACCESS ROAD . / I w ® \ STONE CHECK \ Z S o
1 I' I I i I / / i i (BY ERS UNDER SEPERATE,PERMIT) / I l ®OTfOM OF TAP I I S SI1LT~NCE \ "gTHI EL€v.-532.00 a o (TYP) SILT NCE \ \ ' Y ° \ DAM (TYP.) i O o
15 RIP A RIP \ \ co gF I \ \ a° \ \ \ \ 1H a'
10 LF SPILLW~yERG CY APRO (C "1 ` Itp 0.~® - ~ sc \ k 0-
550 EOF -r C- ED ~q SHEE I~ \ I W
'Fr 0{'I_SETBACK P I I SEES ET C- ~I ELEV.!535.50~ I \QR D R DEfAIl~S) LIMBS OF a \ \ \ R \ \ 0 DISTURBANCE t \ \ 1 W
~ A 1 I 1 / / ~ / / 5pCHAT}I{AM COUNdI' eso
S<REAM 8 FFER \ (EE SHE67 D FOR
°t\ \S MARY\TALE)` \ t \ \ PERMANENT-CLAN 1 a Q h
MANNS CHAPEL ROAD \ \ \ \ \ \t ` I M \ \ WATER DIVERSIOR-2--1~ r-a N
M 60' PUBLIC R/YP
~LD C)
I I I I \ LIMITS OF \ \ bO\ 1 W as
I ' I I I l\ DISTURBANCE q --'W U o~~s
I SIFENCE ® . O
(TYP \ \ t\ \ \ SIL NCE - - V - 22+00
i
\ t \ \ OUTLET ,(7P) _ _ za 1
ROADSIDE SWALE\4 y Q~ - =_--F saa! IN a" A
00 1~ to 16
\ \ \ \ \ STO CHECK
PROPE(2TY LINE \DAM LO SF SF- LO -SF-
\ \ \ \ \ - - - -l
-4 \ E 1 / \ I 1 \ \ o \ i \ \ \ m \ s ` \ \ \ ROCK INLET, SEDIMENT TRAP v
W 1 / NCDOT'ITEM1635.01) \ I \ \ \ 1 I i pFS _ - IZ f) O
W r -,550 PROPERTY LINE f ( \ \ ApERMANENT L~iN WATER DIVERSION \ \ v V A \ \ 11-4 o
w 1 / / DITCH 3 LINE WI TEMPORARY EROSION / I \ \ \ \
Ul , / LIMITS OF \ CONTROL LINING SFB2\BY CONTECH OR I \ \ \ \ DISTURBANCE / \ E UAL \ \ 1 ROADSIDE S4YALE 5 \ LIMITS OF ,-\-Umrrs OF
- PERMANENT CLEAN WATER ( j \ 4 LINE WITH TEMPORARY EROSION, DISTUR
1 DIVERSION DITCH 8 \ \ GREAT RIDGE PA"KVPAY CEQUAL ONTROL UNINg SF82 BY CONEEEICH OR I'. / `DISTUBANCE I i 1\ I ` \ \ - \ \ \ \ \ 1 U >4
/ STONE CHECK \ \ \ ---a---------~---- -------°---T-° 1°- ° - - - - - PROPERTY LINE \ 1 Q
E-4 1 DAM (TYP.) I \ 60PUBLIC R/YV \ \ \ \ ---------1 -----1-----~ - - - - - - - - - - - - - - - - -
\ \ \ 0A \ \ \ , \ \ \ 9
1 ROADSIDE SWALE 3 \ tan . ~ \ ~ ¦ a V1
40 \ \ \ \ \ J
28+00 29+00,.i 30 001
G v b
® +00 26+00 _27H -+-a - yew ,~a ` 400 - - 24+00 -i-~ _ _ - ° +
r + =`1 sre `-^-----80 LF 1B" RCP I\"
E co 1 SEE SHEET P-1) , \ \ C\l co>
l4b V)
LJ)
ff®ff-3F-ff®ff-ff-ff--W-.Sr ~ID LO 1p lD---®LD Lo ®m ~to--~.1A _.~1p-~ I a I y6 I I \ r~ I~~~? 1 ice'
1 f-- - fi Nh- S - SF - $F - SF - ff I T ---------f L° T a II ®~9 1 -
~ LIMITS OF -----71I I a
m SILT FENCE PREFORMED SCOUR DISTURBANCE y, t0/ ry2 p°. Tw
1 \ MBS OF LD HOLE LEVEL SPREADER 1 (TYP.) m APRON (SEE DETAIL) ROADSIDE SWALE 6
o I ~ DISTURBANCE `
SILT FENCE SILT FENCE \~TON E(TYPH)E GK 4J I ® 1. FOR GENERAL NOTES SEE SHEET C-2.
0-4
1.4 ? L~ 2. STAGE 2 EROSION CONTROL MEASURES ARE INTENDED FOR IMPLEMENTATION DURING THE ENTIRETY OF SITE CONSTRUCTION.
W W 1 p / / J
w U 1 \1 / ~ F - - - - PR,bPERTY LINE ~ RTY LINE to / 3. CONTRACTOR SHALL INSTALL STAGE 1 MEASURES IMMEDIATELY AFTER
C~y CLEARING.
1 / SI•) FENC 9 T P / / ? PROJECT NO. NEW-05040
t PROPERTY LINE
I / PR,eNAME: NEW06050-EC2 / ar~t°rn
R ~ c ` DESIGNED BY-. RCA
C3 / / / / / ? DRAWN BY. SRW
c n a A%q SCALE:
° 2 1 =40'
.n c 03°05-2007 GRAPHIC C SCALE
8 -
w
O
N O N> . I Y~ 4u c.. SBEFU NU. / I I inch = 40 ft.
• McADAMS
W Z FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
W
Z N' U ,
Q
d
X'

I \~r! FUTURE DI\OPMENT 44 LF RIP RAP
Q 1 / ` \ \ \ \ ` APRON (CLASS PREFORMED SCOUR
1 \ \ \ \ \ \ SEE SHEET C-7 HOLE LEVEL SPREADER
) 1 \ i \ ST-5 , \ \ \ FOR DETAIL$),. APRON (SEE DETAIL
(SEE SHEET D-3 FOR 15 LF\EMER'GENC>j - - - - - - - - - - - -
1/ \ OMITS OF / UMMARY TABLE} \11` SPILLWAY P ° S°O LF EMERGENCY /
\ I / SPILLWAY _ ~_e__ - -~T W 1 \ yTISTURBANCE }
W \ BOTTOM OF TRAP/ ELEV.=501.60 ELEVF449.50 ! m \ \ a J L J PERENNIAL - - - - - - - - - - - -
SIFENC 1 S ) \ STREAM - FU-TURh DEVELOPMENT
1\\ SILT FECE 66 LF\ 18" RCP O P- 4 n l J / '9 r 0 0 t
1 \ (TIP) (SEJ5~
1 ROADSIDE SWALE
s s xs -~LD as is LD VA F", 10 ~(SEE_SHE5T D-3 POR / -------t---- L--°SILT FENCE -W- f~/j \ a cu (TYP.f p,
SUMMARY TABLE) - ° BOTTOM TRAP N
/ - - u;ST~uReaNCE 1 - f p4q
+ D. RE 'RID F1-F. 1° I J 33+aa V NIL E POE.
JWTH 1~ m I -I - 3°+aa L / _7 _ 1 b ,la'- I - JDT PUBLIC I,~ w_-1A - = E. ~°n -LD
i+°°/ L PQ C-) x
RO 'HALE 6 / _CUL ~r-t' ~ - \ - - -~--.1 ~ \ ~ 01. (TYP)i"I _ _ _ -
CAMP//
37+ps lo+ \ \ - -
U) S O 38+00 `\h'`o \ 39+00 / +
ITEM
Cal Ivp J / / , ° PR CTION ( ~y 17+
V \sa
SEA
1 SILT] kE -g'_ /-ROADSIDE SWALE 8 sp 7p !SIDE SWALE 2228 F
m\7p A6ADSIDE 197 5I / r / \ r k. ' ~ / / / ? J r '•Cry' AV•G..N.`..:,• ~2??C
ROADSIDE SWAIE 7 / TREE PRq.TECTION S / l~ 4'~ >eeee~FL J.E. SPe`y~`o
F 1 (EE sHEEr d-3 FbR I A I y / f C m y ! ---1 FENCEi(TYP.) -0~ V~ko rrrri~ec~e\«<J~~
SUMMARY JABLE)I N 1,4 OTC TEMPORARY STUDPE TO m I of ? /l f I Lo a`\ TE ZS Y-IN
1 I 8040M 0k TRA ( I RI RAP (FILTER I I >k & II I ST- SITE 7 IS AND QSTABUBLOCKSHED RCP AND OUTCET UNi - l9 p \ / / ( \ ST-7JS ~7p IT -P MIR-) f2 7p 7P -7p jp-,P,1P 1P
1 I ELEI.-50II.00 I I I B 2Q(LF`EMERGE 1\ I a ( ass m I \APPROVED--T0,BEREMOVED . \ \ a7~ _ _ 0 \ V t O
1 15 LF €MERC~ENCY WWAA TEMPORARY SLQPE \ e 4 / /
! 1 PILL Y ` SPILL Y \ \ DRAIN PIPE (1B"TiDPE) - \ ¢09.5m I ) ELEV.= 01.50 \ \ J \
I aLEV= 1 1 I t 5' CHAAM COUNTY 6 TEMPORARY VELOCITY'OISSIPATOR
SILT( FENCE S EAM BUFFER 6x4'xi2"THK. NCDOT \ OMITS OF I I J \I \ \ RIP RAP \ DISTURBANCE ~ g F-
m OUTLET' (r YP) \ • ~ 40 I I ~ILTFENCE\ \ I \ F~-~ b~~\\ \\I I /
07 ~SF SF is,
EROSION CONTROL LEGEND ( 111\ " \ I I
\Y I \ \ \ I / a 07 1 • • x..37` /lr z ^0
FILTER BERM 1`\40 -FUTURE- DEVELOPMEN, Yo I 1 1 a \ BOTTOM OF AP I ST-7 \ 6\ - LD ID
yC I I I \ \ I ELEV.=49B.0 I \ \ t t' / w w Ln - } - v1
CHECK DAM ' a \ 6 ° K 1 I 1 L \1 1 IINSTAII CHECM DAM (SEE SHEET D-3 FOR SUMMARY TABLE) \ ° ° r r / \ w 4 0
IMMEDI TELY 4 I \ / / ll~~~~~lll SILT FENCE OUTLET EXISTING' PAN DS I II ' `I+ I ~DJACyyy4NNNNT TO RIP ONE CHECK UMffS, Or / -PERMANNT CLEAN 94 ~ Q AM (TYP.) /D)C/ 'l WATER DIVERSION 5
STORM DRAINAGE ' I I I A, I iAP PiD I . / ~ 6R ~r / ~F
\ UMfTS OF -SF-SF-SF- SILT FENCE RIP RAP ENERGY DISSIPATOR \ \ \ \ 111 1`6 1
-TP-TP-TP- TREE PROTECTION 10'Lx10'Wx18" THK. \ , \ DISTURBAN E n®M-LD / f / ` FBI ® ti
CLASS "A" RIP RAP I I ' (TYP.) ID-LD- UMITS OF DISTURBANCE PERMANENT CLEAN WATER DIVERSION 4 ° f n
ID LD e UNE WITH TEMPORARY EROSION CONTROL r o~ n / UNING SFB2 BY CONTECH OR EQUAL 1 a W N
250 EXISTING lo' CONTOUR / STONE CHECK - / /
EXISTING 2' CONTOUR DAM (TYP.).
- - - - EASEMENT LINE
STREAM BUFFER 1 1 C~ N??mm
DIVERSION DITCH
A Z®
CONSTRUCTION ENTRANCE
P fFMAfsIE/NT 2LEAN/ / / \
- ' - - - - - - - - - - / r / ATTR DI>lERSIOW %
"0 F- 00
\ \ T \ \ \ \ , _ - - - END DN/ERSION ° ( \
-(SfA 50 - - - - - - - B~GIN'DIVER SIGN 7
mil' \I \ \ \~y . \ SILT FENCE rte. - , -
`CHECK' ' - - - , - - PERMANENT CLEAN • r ° \ r r Ai y l / -WATER-DIVERSIOIT 6
I \ \ \ \ T \ r STONE CHECK !YP.)
UNITS \FUTU~E 7@~VELbPME Tom, s J D M(Trn•} \ 1D
L ® ID ID ID ID' lD - i .i• r / / / / ` d'i• fir/ '(J e. no Y+.f
\ \D( ')RBANCE \ I \ \\i -HOLER-RJErSPRaDE \ 9 1~~ m~ \ s a \ \ SILT FEE \ \ \ \ 9 APRON (SEE DETAIL) \ \ / /
rW \ \ \ I OUTLET (P) \ I 6 \ \ I 19 / I I
+1 bb v \ \ \ I \ SILT FENCE \ \ / J \ s sp SILT ROCK PIPE INLET SEDIMENT ROADSIDE SWWALE 1 TR ® r a
yLT FENCE ~Xv.)
0 w",1 ITV ` ) ~3 ' ° I i- / 6 \ 9 / - \ PORARY INLET \ \ \ , I /E ~ PR \ / - RID ' 'AR - - _ TYf~E A (NCDOT ITEM z qy - / / / / _ 29x0 _
® \ " \ \ \ m \ OTEZRON (j-P.) I J \ \ / ~ KIN TREE9 C / vr4 U
1' 1 I ROADSID SWALE 12
lg ff_ o ItD LD ~.\t, ,D r Lo s / GREA~ y~ PUa~ic ®
- / I r / Fes'' / " I cp
'AL WOOD MERRILL ` U w r 7 / > w PARKWAY GUARD RAIL ® V
DSIDE SW 1 /+oo v e ' " / s / C gtOlslC;~N{ / /
2 ID
N _ ~C m ~?p\ \"DSIDE SWALE~ 9 \ dt"' s -u u J- s / TW=472.00 KEYSTONE OTHERS) WALL 26+00 'l ~ SILT ~p BW=460.00 ~(R ESIGN BY OTHERS) L, Qy
ID \ \ \ \ TREE PROTECTION u-•- dL~ CdtL TP- m -FENCE (TYP.) \ \ u- ~,-u-~u RO~DSIDE/SWALE/14 ~rfl s/-_ _ F
o / \ \ 4 R 30 LF EMERGENCY SPILLWAY ~Y-~ - E ME S~cOUR C \ ~ ELEV.=463.50 >i
11 ROADSIj~E SW LE 13 / /a a ~Pm \ \ f 1 z5~ o ~ LEVEL {E ~P ~ UNE WITH IMPERMEABLE MEMBRANE
'1p 7p TP IP 71 (20 MIL PVC OR SIMILAR) rk

o ST \ IN TEMPORARY VERSION \ s
DI ION BEND - DITCH/BERM ('14'P:} g \ A A \ ~i f 1>1
g~ 4~ RIP RAP ENERGY DISSIPATOR
W \ I \ \ \ _ I-- - _ 35'Lx15'Wx22" THK. CLASS Of RIP RAP
Vol PAID-~ I°\\ TEMPORARY I•AIE
T to ` s\ I I
of UMTf~OF \ l\ \ ~ ° LD LD \ \ bISTUR13KCCE \ \ \ \ \ I \ I Lo rm`' _ \ \ \ \ I I ' CLD I , \ PRO OON TYP.)
r \ \ \ (NNRR)) \ \ STONE ECK \ TEMPORARY INLET - f - \ \ \ \ \ \ II 1 1 ff I I ~P`~ \ - r
\ \ \ ? . \ \ \ IOW ( ) \ \ \ I \ PROTECTION (TYP, \ 1 I I ` ~°e \ / I ° -STOhL~ ECf( i . \ I Q \ - PROJECT NO H \to NEW-05040
~ \ I \ I I I I I I ~ \ b / ~ ° ' Ago- -sTn~. ~Y DAM (TYP.) NEW08050-EC
o \ y. \\.I \ \t I 11 I , ) \ J DAM PERMANENT CLEAN WATER DIVERSION 5 FUTURE ,DEVELdPMERT 2
UNE WITH TEMPORARY EROSION CONTROL i I DESIGNED BY: RCA
UNING TRIM C-35 BY CONTECH OR EQUAL sD \ to - 6° I ~/1 mcsrsnr DRAmr BY:
NOTES: U - $ SRW T- r~ S SCME: 1" = 40'
5 (SEE SHEET D-3 FOR \
1. FOR GENERAL NOTES SEE SHEET C-2. nnIr5rrm nn rtn n• nr nnn-a
SUMMARY TABLE INSTALL CHECK DAM 40 ~0 &rn20 o l 80 d~ U,)-ua-Luul
0 2. STAGE 2 EROSION CONTROL MEASURES ARE INTENDED FOR IMPLEMENTATION q DURING THE ENTIRETY OF SITE CONSTRUCTION. 40 steer No. BOTTOM OF TRAP. IMMEDIATELY ADJACENT
ELEV.=460.00 TO RIP RAP PAD -
3. CONTRACTOR SHALL INSTALL STAGE 1 MEASURES IMMEDIATELY AFTER L inch = 40 ft.
CLEARING. Z
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
.p
a` n.

U2
cCti < / U
P
i ,U ~
/ /CLEAN l TER pIVtRSIO ° P4 zI
~>-4 CIx°
P4 a N
a
X41 z NN
4P - 0
STONE COEEK J '\h DAM/(TYP.) W ~°o
~ h ®O I~
PF' `V LIMITS • P \ - j DISTURBANCE
H U "
/BOfiT~M OF TRAP I J I I J 14 FyEV.= .00/ / l / I i ~ 1 I W
z Wa-i w Rai
ST /11 Al l J l J , l
/(SEE SHEET D-3 f R EXISITING ,,a0``o`0et CARD rG
4~V ~i 011 SUMMARY TAB } / / J / / WE AN / ~y~ / ? / / / / l / j ~D' HA HAM COUNTY
/STR ANBUFFER % 4
°ys
LF EMERY SEAL 22286
~O A SPILLWAYS ' 'ti°
® ELEV7453.50 41- ti
® PERENNI L REFORMED \v \ ~ LEVEL SP pH STREAM - 11011%
~`d
\ / / B (SEE B AID) 7 LF RIP RAP A ON r
+t / \ (CIASS "2° SHEEP TREE PROTECTION m z
FENCE (TYP.) \ ooc ` /i r C°74F AILS) VV 6
SILT FENCE e ° . I \ /10 LriEM}ETEGENCY
LIMITS OF OUTLET- Z ~ m Z 0 7 O U ~
DISTURBANC SPUWWAAYY// i ' a ® L
(TYPO - BERM. (,T(P.}` _ _ FLLG~ 4a8 54 / i / 6
l i ~ O J
BOTT0~4 ~F TRAP 8 Z V ° (5 L5
asp •4 ELLEV/: -45.00 / Lo 40 4 ~ a a
w w ¢ ¢
,•"e,,, i . \ ° O O o I I IW w O N
45 ' '(SEE SHEET D-3 FOR
RIP RAP FB.TER 4 \ p - ® \ r SUMMARY TABLE J PRELIMINARY 900-YEAR F RY 100-YEAR FLOODPLAIN 5 0 0 0
BERM (TYP.) \40 s a~oo / 6 / l LIMITS OF
46 LD DISTURBANCE
/ / I / / °o•
CULVERT ell /
(SEE SHEET-~--°-- TEMPORARY INLET /STS
PROTECTON'y ° N • , / / / / EE SHE ST- 13/ S`.%LONG RIP RAP a t
(SEE SHE (SEE SHEET D-6 FO .BUNG OOL (CLASS "2 N
/ SUMMARY TlHLE}/ SILT FENCE f]J1/tE. H D-9 FOR
BOTTOM OF TJRAP s *a~~ N N,T o / / ELEEV: 430,0 )TPOM OF V..°-430.0 AP / ur/ / i PERENNIAL ° ^ W n Q SILT FENCE STREAM O P+
v P ORMED4000R HOLE LEV OLE LEVEI / ye' e" OUTLET (TYP) Nj
60/' 0 ! I PREADER/APRON (INSTALL LEEL STALL EL 10 LF EMERGENCY IJMTIa pF
4 Jt i /I SPREADER UPON TEMOVAL OF ~or,,\~EDIMEW TRAP, g 1 DETAIL)/Z OVAL OF SPILLWAY U DETAIL} / 0 / / -D(uTUR9ANC s s
MIR CROSS-VANE (Sp SIiE~EI W /i')
LIMITS OF yea / / A q D-9 FOR DETA}LS) L EMERGENCt p x O
y60 DISTURBANCE °P / 4^ W SPILLWAY s r T G- w 64
(TYP) ELEV =435.5D
NOTES• FUTIJREDEVELOPMEIY~''.~~ ~
sId FENCE eei~ Lo A
1. FOR GENERAL NOTES SEE SHEET C-2. / l l , 631,001 / >f 00
2. STAGE 2 EROSION CONTROL MEASURES ARE INTENDED FOR IMPLEMENTATION s ®r~- - - _ / 7 -4 °
DURING THE ENTIRETY OF SITE CONSTRUCTION. N` 40 /l J le'
3 CONTRACTOR SHALL INSTALL STAGE 1 MEASURES IMMEDIATELY AFTER _l ~ fr K NAIL- s<+
CLEARING
TEMPOR RY SLOP DRAIN I IPE (18" ,HD
EROSION CONTROL LEGEND LD -7d'-, rrx0 / (SEE MEET `b FOR / QI
MA 0
STORM DRAINAGE i - - to / _yl/ ( ® / / BOVPO M OF TRAP ti hVyj O
NOTE: TEMPORARY-STUB HDPE TO -SF-SF-SF- SILT FENCE ST-9 AND BLOCK RCP OUTLET UNTIL 0 ELEV. 432.00 \ ~1 a
-7P-TP-TP- TREE PROTECTION SITE IS FD ESTABLISHED TO TO BE RAND ST-7 IS ; pPPROVIDBEEMOVED.-'--'_ _ 14,q J-'_7" -P / j /TEMPO ( INLET FUTURE STORM NEATER
LD---LD- LIMITS OF DISTURBANCE TEMPO] TEMPORARY VELOCITY DISSIPATOR ~ ,8 / / ~,•,'7 PROTEf PROTECT ON (TYP.) / /BASIN (BY OTHE S) ~if77~r U
250 6'x4'xi2"THK, NCDOT Z
10' CONTOUR CLASS "B" RIP RAP ST-9.
252 2' CONTOUR (SEE SHEET D-3 / / CU CULVERT "F" G \ 'xp / ° \ M
250 SUMMARY TABLE) CULV - - EXISTING 10' CONTOUR (1) 4.66° ALUMINUM ART CULVE Q RT / a ~ i z \
BOTTOM OF TRAP AR (2)146" CMP &
EXISTING 2' CONTOUR ELEV. 440.00 (2} (s~E SHEET P-5
- - - - EASEMENT LINE (S E / J 30 LF EMERGENCY SPILLWAY MITS OF
STREAM BUFFER ELEV.=443,50 / I m( LINE WITH IMPERMEABLE MEMBRANE / ,DISTURBANCE 4c (MAINj AIN ORARY \ ®4 W
i \BB - / SLT FENCE FARRIlk i \ \ r~ 0 C
DIVERSION DITCH (20 MIL PVC OR SIMILAR) SILT FENCE / po; RIP RAP FILTER \ \ >1
OUTLET (TYP)
CONSTRUCTION ENTRANCE
BERM (TYP.)
0
INLET PROTECTION
Ali / a Ur / l d,
FILTER BERM \4 ih ~ \ \ \ rk
01
CHECK DAM
I
SILT FENCE OUTLET
/ ~ ~ \ , G `-,.:•t i, ''A rxoascT NO. NEW-05040
~d 0 4® FuENARE: NEW06050-EC2
DESIGNED BY: RICA
DRAWN BY: SRW
s, SCAM: 1" = 40'
/ GRAPHIC SCALE °A1Et 03-05-2007
40 U ZV 4V ~v SHEPSTNO.
I inch = 40 ft.
FINAL DRAWING -NOT RELEASED FOR CONSTRUCTION MCADAMS
l

0 z g 0 PAVEMENT oN
1, 1, s~z 9 9 3 4" RAD. 11 PAVEMENT S A C>
;a C)0 1/2" RAD. 6" 2'-0 1/8" RAD. x 1 4" RAD. 7RFAC 1 RAD " z~3 >0-9;0 1 8RAD. 50=ES 8' MAXIMUM
m -q~>-II 3" D' 1 8" RAD. a;r ozZ=z
4' MINIMUM
me-00-9 ,,•p,?::....". '••.v:::;p• f` NP O.:a: N^ J A
.•p•• 134"RAD mP- z n*Az 2'-6» 1 3 4" RAD. 1,-6» ..a,'. P o,...,• p00< or
A45*
u{VD 2'-6" CURB AND GUTTER V-6" CURB AND GUTTER 8R" zCLO N 8"-12" TYP. Ma
z 8" X 12" OR 18" 9" X 12" OR 18" o w o CONCRETE CURB CONCRETE CURB CL Aliff A&
4'-0" EDGE Of z
2'°0" 2'-0" PAVEMENT 2" AD. 2'-0" 70.0' a Q N
81 2'-4- MIbL 1 8" RADIUS " 1 4° 1l-o" 1 -D" 3 D' U~ SIGHT I 60" z
2;1 " R30. ' M 30.0' 3 TRIANGLE (TYP) ILE (TYP) Z R N
C) Z t0 D o v ° p v. ° o a. a 7" m 1,. n.' •.q.•e.• .,v,.°.• 5^ O
kLL W R R o n = EXPRESSWAY CURB AND GUTTER SHDULDER BERM GUTTER F ° -1L 0 F_ w 10.0' _ R/W 201 ® `!4 co a N
x 8" X 6" MEDIAN CURB VALLEY GUTTER 3 h
n = EDGE OF PAV M N SIGN PAVEMENT FAAVAFAW~
m z SECTION VIEW OF CURBS OR CURBS AND GUTTERS ? m PAVEMENT P4 0 O ALTERNATE ORANGE & WHITE STRIPES ® F 1* kO
m(-)>
R° C o GENERAL NOTES: 3/8" x 1" DEEP o U M EXISTING ROAD U W ~U; ~E t~D
W o -CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS, GROOVED OR SAWN z EDGE OF PAVEMENT EDGE OF PAVEMENT G') ou EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS JOINT TO BE FILLED ¢ fW- C PAVEMENT MIN. 2" x 4" 24" MIN. Z W m
C 0 D USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN NTH JOINT SEALER ALA u) W U (TREATED) z W O rn
C BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" RAD GUTTER G
m -I 0 -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. •,g., 1 B" RAD PAVEMENT SURFACE 0 U 77 - Z -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF : SURFACE = U -NOTES-
-71 Z Q NOTES: 0 R7 TEMPLATES OR FORMED BY OTHER APPROVED METHODS. o;' . , •r.' . ' . • : v 204 ;a NON-TEMPLATE FORMED JOINTS SHALL BE A MIN. OF 1 1/2" u•.',.,.. , .a•. , ,D• ; , , . • . , a " o;: DEEP. z U 1. ADDITIONAL R/W MAY BE REQUIRED TO ACCOMMODATE TAPERS, TURN LANES AND MEDIAN ISLANDS. 1.
°:D W R .A 0 -ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, ° • p ° b'•'0 SLANDS. 2. STRIPES TR O RAIL BARRICADE PE MSHALL BE 6 INCHES. ILS SLOPE AT N ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS. , e~~<r"'"'rrrrr, A r.,
PROPOSED 2. PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMMODATE DRAINAGE BEYOND R/W. SHALL BE FILLED NTH JOINT FILLER AND SEALER. p p -EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND CURB & GUTTER PROP. 1/2" ~ JOINT FILLER 3. ALL NECESSARY ROADWAY IMPROVEMENTS IN MANN'S CHAPEL ROAD SHALL BE DESIGNED AND CONSTRUCTE R/W. 3. THE SIDES OF THE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES. ID CONSTRUCTED
ADJACENT TO ALL RIGID OBJECTS. JOINT PAVEMENT BY OTHERS.
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER STANDARD TEMPORARY BARRICADE e SEAL 22286
STANDARD DRIVEWAY TURNOUT F
111111111 956. 0 1 0 G~ 'e' 1NE~e
z 13
Om X OOA 0 ~ 01DttEA (5, BM.1 1m ® ®m o~, y~r;~E;ro w y y v NOTES: r y
M• z 0 3'R e° A e Q M' z ~DDoo { ..,dl \ miu rcsmiv a.m rylx. ~F- ~2 o q Q `L rCs'R2 t. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. z 12 z R° 9T/Jp0 ~ Q '•C?
A+p 8 fi aar asgi Y m€AVAxE O.DZ ele.) o.a pLir l e" a 2EyCx ®x w J d°p°'Z m p-n H 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS. Ny J Ua Z w~ Z O Q¢ Z
rmiZl=> sLd lelwinrt°axexJ~ meao04I I.N r --M -D.ax NLq~) ' Oad2Z 1m-4z-4=5! ~,eIN LL p ~OlIn-4 I / 'PP WQ LL ~O f)"1 ®Q $ p Cog! p -I"1 3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REWIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE 4 p a
SZOQ W-N! 40 .N =000 Q h U = x.^ m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL hU o = ? 12 Q m 'D z D = s q PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE Q p
z"oM'n `ta,DMe x- w~LL pJ a'pmpN'T1 Tcn cni=- O~ zH ®•*1 PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. F-FLLzpw zz m
° A e rM"` SECTION B-B C, P ~9a -I E; > D~ p m n y IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION pp ryW ~+a. $ h p AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE. z ? o
{1'" T ?e w 0 _np OF ECEYATIEi' CUb~' W z O-p Ijn p + THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS a ® z
z Twremox ! D maertloe \OS v z SID LK SIDEWALK p z PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, RATIONAL ORIGIN AND RELIGION UNDER THE CIVIL ' p z a RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS. z G-
r SEE NOTE 12./
YM191_.VIEttWR K91 •F'~ FD Er6isW 1s 1 to DDNI !=-SEE NOTE I jrJy .D' 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS E AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE W
SECTION A-A wr~~ TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. r7-,
EW o ISOMEIAIC VI IDEOALK SIDEWALK m 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SO. YDS.) Q 1S
/ SIDEWALK (TYP) Z z SEE IgNO'1E 32 m,O ( 1 SID EEALK CD (SEE SM. "D.04F N01E; A P(MfDN OF SHE EW O BOW PAIWR LL r Y 4' 0" TYP K 0 z 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.) h q
H MY PORTION F THE MUMPS ID M a LL t• FLOOR M EIWN W THE MAIM. tri CD 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS p IL p NECESSARY TO SATISFACTORILY COMPLETE THE WORK. Z a' Qy'
Ul NOTES: Z 0. O M SEE NOTE 4- z I ' Z = , M D FAME AS ~INO ONES EM VIER N'-D" IENDPN MD FIRM WIDTH OF THE 1.1 = STDP LIRE _ H H =
m N 2. MIMS 7M CONFMEP VIaMRliY WITH "DINING ERFMb, EITHER LIED-Ox-mAK, m^ -"P. MSI" JOINT m ED Q m OR WK.U.LIER NOMINEE WVERINO THE ESTME RAMP. .p". / (SEE M. 048.01) H!Z 4 M y B. DU NOT EXCEED 0.08 (92:9) SLOPE ON THE WHEELCHAIR RAND IN RELATIONSHIP TO THE GRADE OF THE STREET. Q 4
a i NIOEYwLK o R R ~Z E NOTE , C R4 4 II o cc m 14 ® H C r' 9. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RANDS. O ~
01 a D t' MW MiMrL@F evMWO '~'1Ai' E%P.Y@Ip~JOi~_O W g wry' _ r • gi ITea 3ro. s<e.a1q SQL S .u M@ p m w ®y 90. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A Hmm NON-SKID TYPE SURFACE. ¢ M p Ur w
OMdO N A "Are' X S i t i OMO Qp C .9 0 '~l 1 0 61oEwM p It c ,'A DETAIL SHOWING TYPICAL LOC4TtA1~9fJA' WHEELCHAIR ANAS -I U e' D.D e.N e.e s.E• I ` J U -1 o kE 4 p yr ED 0 [M O 11. PLACE A 112" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01. O ¢ a: c:
m -usk w0eTiO QUARTER e' °.D e.R a.e a N•• j k- k E " D D v.R TS a a'•" W gg I~' 1 1'L i - wr gwa,rc a NO -Um e• DUAL SHOMINS TYPICAL LOCATION OF WHEELCHAIR N Q J p t7 92. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, Q p P4 ®N h w w WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17) W a -
f R D.D e.e Ts es•" I W TVM 50% TD a hKM a' x.n T.e P.e e.D THIS POLAR " aP RXM~ / = UUU RAMPS PEDESTRIAN 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
Z CRDSSWALKS AND STOP LINES = 9 it U N1 mAr an ",K UM r z.e es W.i 4.n Mm"AL[?1TNIK" co SO 0 ""FLIC ,{T MUEIM K LIMITS. 6' 9A a.0 e.] 61' (an Sure 13) _ a' 9,a D s e.4' A.P L9 TI Z THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN p 3 14 '-q J THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. '
O U f) J r U, W 4.W M.D Re' a.e• z O z z 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE. w W ti n
m w 4.e' IDS' R.T' s.4' W W W e' s.a TD.R' 6.M 3a' iBEE KDlE_1 w a , 76. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE LEGAL THE POINT BEHIND WHICH N + ('•QH
8 ° 8.(hr8'1 D 'Y'" e ~ ' 1P1 NOTES 2, 12 E17- VEHICLES ARE REWIRED IRED TO TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN DR OTHER R LEGAL REQUIREMENT. AN UNUSUAL APPROACH Q8 SKEW MAY REQUIRE THE PLACEMENT OF THE THE STOP STOP LINE TO BE PARALLEL TO TO THE INTERSECTING ROADWAY.
. DISTA FMW FMOWT MOM OF SIRPNE pTµ BflNl PlM e1LY5. 9 TO DMN MW W 12:1 (e.es) EnPE. 77U7- PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATIONS 16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
• "SX DF 31n SHOP AEWTAM FOR ALL 'CCFR? 1WCRi u _ w1~Tp1% ww~ of MOP REWIND FOR PLAN VIEW "a art IN Fm wKWrEFD PROPOSED DR FUTURE SIDEWALK DUAL RAMP RADII .ANY SMORMLX NY 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
_ NNA€ KAW ._WIEe4EMIfl PNp SIDM K SLOPES D.". E"L RAMPS SNEET i DF 4 DETECTABLE WARNING DOMES (43• MIaFAriWIEMI) SHEET 1 LE 4 MEET 3 DF t SIW PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. 0) S-H Z SHEET 3 dF 4 EET 4 OF 4 SHEET 4 OF a
i 848.05 848.05 848.05 w
11848.05 848.05 848.05 8
o
W OD
50.0' PUBLIC R/W 4 60.0' R/W
35.0' B-B
7.0' 6.0' 6.0' 22.0' EOP-EOP 6.0' 6.0' 7.0'
30" C&G 30" C&G 7.0' DITCH SHOULDER SHOULDER DITCH
2.7 5,0' 4.0' 5.0' 2.5'Y 2.5' 5.0' 4.0' 5.0'
1
MAx 1' 4-/1'1'' 1/4'/FT• 1 4" 9/"4"` r~. I/4° 1/4"/FT.
A4 "/F7 3"/F7 '/-4 -~-T` ?'7 h9q o
Y1',V \-O, OPTIONAL 1' k 1 /4"/FI 1 /4"/FT 1 /FT ~ o 1 "/FT
H.O.A. 2-1 y `JJ, 2:1 ] ^ w W
PLANTING GRASS 3' PRIVATE STRIP RE-USE IRRIGATION ~k A:1 PAPy' 6.. 6 4'E ~~I a Mqk 2:1 M~
~A W x
UTILITY STRIP 2 Vol (TYP.) 10' MIN. FORCE MAIN WITH 3' MIN. 2 EASEMENT (TYP.) 3 (TYP. BOTH SIDES) 1 ~ 1 2.7 M ~y Z 2 qi
(TYP.) CONCRETE 4 35.0' B-B (RESIDENTIAL COLLECTOR COVER
34 22.0' EOP-EOP W/DITCH VARIOUS PRIVATE UTILITIES Up
SIDEWALK N.T.S. 62+00t - 64+00t DIP WATER MAIN WITH 3' N.T.S. RE-USE IRRIGATION (TYP• BOTH SIDES) G DIP WATERMAIN WITH FORCE MAIN WITH 3' MIN.
(TYP.) MIN. COVER VARIOUS PRIVATE UTILITIES I (TYP. BOTH SIDES) (TYP. BOTH SIDES) 3.5' 3.5' COVER (MIN.) 10+00± - 35+00± COVER h+y W
D 41.0' R/W 41.0' R/W PAVEME PAVEMENT SCHEDULE W U .r
1. 1.5" ASPHALT CONCRETE SURFACE COURSE - TYPE S-9.5B (FINAL COURSE) A
6.0' MEDIAN 6.0' 1. 1.5" a 5.0' 4.0' 5.0' 4.5' 30" C&G SHOULDER WIDTH VARIES SHOULDER 30" C&G 4.5' 5.0' 4.0' 5.0' 2. 3.0" 2. 3.0" ASPHALT CONCRETE SURFACE COURSE - TYPE S-9.5B (CONSTRUCTION COURSE)
" 3. 8" A 3. 8" AGGREGATE BASE COURSE (ABC) 7-4
c 1 6.5' I 7.5' 6.0' 6.0' 7.5' 6.5' 4. COME 4. COMPACTED SUBGRADE AT MIN. 100% STD. PROCTOR IN TOP 8" (PROOF ROLL BEFORE PAVING) O A
M4k. 1/4"/FT 1 a, I/e/FT. tiA to * 0 -VARI S AR S-•- T/a°/FT• SEE f * SEE GEOTECHNICAL REPORT BY S&ME, INC. DATED JULY 12,2005 FOR DETAILED GEOTECHNICAL RECOMMENDATIONS. H L p
?'I M
cv 1 ~P~ 1/ 1/4°/FT. T/c'/Ff. 1/4°/FT 4k ~~;1J ~y 1V 1V i/ i/a°/}•T i/a"/t-r 1/4 „ ti• 3' 7V AN: 6„ Ak MIN. MIN. HORIZONTAL CLEARANCE FROM NCDOT EOP SHALL F+
3 PRIVATE UTILITY ACCOMO[ ACCOMODATE A 1:1 (MAX) EXCAVATION FROM EOP TO DEPTH rk
4 CONCRETE SIDEWALK i GRASS STRIP EASEMENT (TYP.) OF UTILI OF UTILITY LINE(S). V
v (TYP.) 2 (TYP.)
°m 3 H.O.A. PLANTING REFERENCE POINT 4 STRIP (TYP.
° FOR PROFILES (TYP.) OPTIONAL CONCRETE SIDEWALK 3 RE-USE IRRIGATION (TYP )
z %DIP WATER MAIN WITH FORCE MAIN WITH 3' MIN.
3' MIN. COVER COVER (TYP. BOTH SIDES) W
(TYP. BOTH SIDES)
VARIOUS PRIVATE UTILITIES 16.5' EOP-BOC ONE WAY (EACH SIDE) W EDIAN
(TYP. BOTH SIDES) N.T.S.
GREAT RIDGE PARKWAY NORTH WEST AND GREAT RIDGE
PARKWAY NORTH EAST PROJECT Ho. NEW-05040
M 0 FG"AME: NEW06050-DT
D 0400, 1110% 0 z'
U DESIGNED BY. WZS
N C 0 DRAWN BY: REC
U 4 C SCALE: N.T.S.
M J DATE: n_i-nri-qnn7
N O N
O SHBEf NO.
W z 6 D-1
w
z N
U m 0 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MGADAMS
a
X

NOTE: Q
" 3f MIN. - NOTES:
An M 1.) INSTALL MARKER POSTS ON EDGE OF THE BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR
u SrJR0'a EA+"" DOT R/W LINE. ° - 18"x16"x6" THK. 18"x 18"x6" THICK COMPACTED LOOSE FILL MATERIAL AS REQUIRED TO CONCRETE PAD CAST „ PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR
CONCRETE PAD 2.) PROVIDE MARKER POSTS AT ALL LINE VALVES. a° e> 2" MIN. CAST IN PLACE 3.) ABBREVIATIONS STAMPED ON POST AS FOLLOWS: IN PLACE 1 /Z THE FULL LENGTH OF PIPE. U
a A-
r e 5 MV = MAIN VALVE BO = BLOW OFF VALVE p~yyy
a =111=1 SIT-III IIIT IT ICI--I lil I III ~I I~ -ICI ITT 11111111-~ _ W H pq Z~I
a. ~=III-III III- =T -III III-) -n-I PLATE W/DIRECTIONAL IIIIIIII Illllllf x c
5 1/ARROW POINTED TO aN VALVE TO NEAREST IIIIIIII° =IIIIIIII cq
IIIIIIII IIIIIIII I I- I I-I I I i I I I i ti+
PLAN ELEVATION CAST IRON ° d)~ VALVE BOX 5 1/2 MIN. EXCAVATED 0
xocTMTe~xs9~AILtloFN52'f6 IM TPffiE
r`~ ns CAST IRON ° IIIIIIII CAST IRON TRENCH WIDTH w PIPE WIDTH + 12 FINAL ®°o
BEND PIPE SIZE (NOM. DNA. IN INCHES) VALVE BOX 2" BRASS NIPPLE BRASS MARKER 2" BRASS MARKER 2 4 e a iD 2 a e aT 24 PLATE PLATE W/ANCHOR jJ,.j a H e~
s a 2.8 u a7 5.0 to as e.4 11.2 SOLID BRICK PLACED 2" BRASS
ac To 1.4 x1 xa sa 43 as G2 ss a3 ON COMPACTED SOIL COUPLING F VALVE BOX 0 BACKFILL w p Oa c r' SQUARE z E-1 U W u to
221/r De to to xa xa i+ 4.0 4a as 67 (AS NEEDED) 4 Va +.D t.t t.s to 22 x2 &2 ae a UNDER VALVE BOX iM OPERATOR NUT Z d
IiI-"'i -III=u-,. ICI SOLID BRICK PLACED PIPE c7 o w
CONCREM THRUM B OCK DETAIL FOR WATER MAIN BENDS 2" GATE VALVE - ~ 1=„jlLil Iii rM 3/4" CHAMFER GROUND BURY W/ n III=11 III=III- IIIIIIII_ -IIIIIIII ON COMPACTED SOIL WIDTH
2" OPERATING NUT 2t-6et I I AT EACH CORNER I EXISTING IIIIIIII IIIIIIII UNDER VALVE BOX BINITIAL z ACKFILL Ld w a
M M IIII I II~IIII Ir 'LI I~~ III=~il71 I _ i " " ° EA" GROUND CJ MECHANICAL JOINT w Paaaae: eee n~r,~rr4 r GATE VALVE ZO SPRINGLINE PIPE DO
I l= I El I 1=I M I1=11 aR ~a,
= I I~ 11=I I I
N: A 'A _77- 11=1 FNINE110 FINIMIMMINNI HAUNCHING w 2 f a - SEAL
i A a r`. OL i 2228
N= h jl- 2 -0 2-N0. 3 BEDDING - ° AV
.....NEED.
REINFORCEMENT m rrrgrr J•eEaaaO~/Zl
R.J. PLUG 2" 90' BRASS BEND BARS NOTE: ALL GATE VALVES
TAPPED 2" NPT THRUST BLOCKING _ _ SHALL BE PLACED ON A N lm 111 SOLID 4" CONCRETE z
°N05NFM F"" 4 NOTE: ALL GATE VALVES ' . PLAN ELEVATION SHALL BE PLACED ON A 2 CUBIC FEET SOLID 4" CONCRETE CONCRETE MINIMUM D BLOCK.
NOM 7HNUST RM SEM DUSURn BY 91N1FST Dal O IM BLOCK. TRENCH DETAIL z
DIM PIPE 5ZE (INCHES) TYPICAL 2" BLOWOFF ASSEMBLY
(N WHM 2 4 e a to 12 % P74 10 GATE VALVE ASSEMBLY N.T.S. N.T.S. o °za
A to 1.2 xe ~ 4.7 &a 1 " AT END OF WATER MAIN VALVE MARKER POST DETAIL N.T.S. U z a
CONCRUe TH IST-RL~. BLOCK DETAIL FOR TEES_ N.T.S.
KTS NTY CHATHAM COUNTY CHATHAM COU D-1 n
CHATH MM - INJ CHATHAM COUNTY WATER SYSTEM ® WATER SYSTEM a
CHATHAM I Nil WATER SYSTEM moll WATERSYSTE WATER SYSTEM COUNTY DETAIL DETAIL D $ DETAIL D-7 DETAIL ®_2 DETAIL
D-14 r%qj L I/ DESIGN PARAMETERS z o FIRE HYDRANT NOTES ® M
STEAMER NOZZLE 1. FIRE HYDRANTS SHALL BE INSTALLED A N
TO FACE STREET AT THE EDGE OF THE N.C. D.O.T. RIGHTS ? o 0 4 FT - OF - WAY. THE DISTANCE FROM THE fa x-
DEP14 OF BURY 4 FT SAFETY FACTOR 2:1 2:1 WATER MAIN TO THE FIRE HYDRANT VARIES.
UPPER BEND TRENCH TYPE 3, SEE DETAIL 3, SEE DETAIL GATE VALVE THE CONTRACTORS BID PRICE FOR FIRE 200 PSI HYDRANT ASSEMBLIES SHALL INCLUDE THE
TEST PRESSURE 200 PSI SOIL TYPE CL, INORGANIC CL, INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY AND VALVE BOX COST FOR THE VARYING FIRE HYDRANT LEG
CLAYS, SANDY SOILS. CLAYS, SANDY CLAYS LEAN CLAYS. BACKFILLED USING NATIVE 18" MIN. LENGTH. ^ SOILS 2. COSTS TO INSTALL THE FIRE HYDRANT U T S: TO GRADE SHALL BE PAID BY THE M
GATE VALVE VERTICAL OFFSETS CONTRACTOR.
rata 1 LOWER BEND JOINT 1. THE CONTRACTOR SHALL INSTALL RESTRAINED 3. RESTRAINT MAY INCLUDE MEGA-LUGS, FN ® g., JOINT THRUST PROTECTION AT ALL BENDS, TEES, GRIP RINGS OR 3/4" THREADED ROD (2 a N
3/4' ALL-THREAD RECUR REDUCERS, VERTICAL OFFSETS. THE ABOVE LENGTHS MECHANICAL JOINT RODS AT 180' FROM EACH OTHER). W
STEEL ROD (CUT TO ~I I PAPoU ARE MINIMUM LENGTHS REQUIRED FOR THE DESIGN 1/3 C.Y. NO. 57 'e^ PARAMETERS SHOWN ABOVE. THESE RESTRAINING END W/MEGA LUG M W
TEE LENGTH} 1=---1 CONDI CONDITIONS ARE COMMON CONDITIONS ENCOUNTERED WASHED STONE SOLID BRICK PLACED i IN NORMAL PIPELINE CONSTRUCTION, ANY OTHER AROUND WEEP 3'-0" MIN. COVER ON COMPACTED SOIL W e n
MJ R.J. PLUG IN NC COND CONDITIONS SHALL BE APPROVED BY THE PROJECT HOLE UNDER VALVE BOX N
L I L I- ENGIN ENGINEER. 6" DUCTILE WATER MXN M
RUN 2. SUCH ZUN 2. WHEN USING MECHANICAL JOINT RESTRAINTS IRON PIPE ~y+ SUCH AS MEGA-LUGS FOR PVC & DIP OR TR FLEX
D, Fan ENDS REDUCERS B DE AND GRIFFIN SNAP-LOK, CONCRETE BLOCKING SHALL ai
• 0 1aTS. tlTS BRANCH BE EXCLUDED FROM THE INSTALLATION. 0 v BRANCH 7
~4 I
e O 1'-0" M.J. NIPP 4 4 C I--I 6" M.J. NOTE: I -I ALL GATE VALVES SHALL BE
MJ WITH GLANDS (MIN.) oo': 'e v.q I . mu =1V1 ' REEDND PLACED ON A SOLID 4" 90' BEND PLACED ON A SOLID 4"
/ JR RUN 90 CONCRETE BLOCK to q
CONCRETE 111RUST BLOCK HORIZONTAL BENDS JEES- LENGTH TO BE DETERMINED to
CONCRETE THRUST BLOCK xTS .fEEE. N.T.S. N.T.S. IN THE FIELD O
ROD REQUIREMENTS Size & Horizontal Bend (Degrees) Tee Reducer C 9 Reducer Dead End Vertical Offset 45' Bend MECHANICAL JOINT END W/MEGA LUG
BRANCH SIZE NO. OF RODS Material 90 45 22.5 11.25 8° Branch X 12' ancn x 12" Upper Lower MECHANICAL JOINT TEE W/MEGA LUG
4" 4 16' D.I.P. Length Restrained (ft) 64 26 13 6 1 38 38 91 52 33
4 8„ 4 12° O.LP, Length Restrained (Pt) 49 20 10 5 10 N/A N/A 70 40 211 T DETAILS CHATHAM COUNTY
12" 4 MECHANICAL JOINT RESTRAINT DETAIL
ifi" fi
24" 6 0 1 N.T.S. WATER
30 B 36" 8 L CHATHAM COUNTY o ® FIRE HYDRANT AND VALVE DETAIL WATER SYSTEM 0-4 0 DETAIL TENT 4' N.T.S. DETAIL ~ 9
>1 z
NOTES: 1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED. W x '`V W
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
EXISTING SEWER LINE SHALL U
BE DUCTILE IRON 10' r+
1 NOTES: EITHER SIDE OF CROSSING - -O Qi THE VALVE SHALL OPERATE THROUGH A COMPOUNDa CONCRETE ENCASEMENT
PRE-CAST MANHOLE 1 EXISTING GRADE STEPS iI" MAXIMUM L LEVER SYSTEM WHICH WILL SEAL BOTH THE a IF SEPARATION LESS
PROVIDE SEALANT SPACING f LOCKING MANHOLE RING AND COVER I PRESSURE ORIFICE AND THE AIR AND VACUUM 4 - THAN 18" V ORIFICE SIMULTANEOUSLY. THIS LEVER SYSTEM -
R E61-1: AND VALVE INSTALLATION RUBBER ALiJOINTS BUTYL GROUT SHALL PERMIT A 1/4" ORIFICE TO RELEASE AN - ® - ACCUMULATION OF AIR FROM THE VALVE BODY AT A -
FOR FUTURE LINES (4"-24!') 48' DIAMETER PRECAST CAPACITY OF 98 SCFM. OF AIR AND PRESSURE OF -
S MANHOLE SECTIONS ACCORDING I IRDING 150 PSTG. THE FUNCTION OF THE LEVER SYSTEM Q a A' SHALL ALSO PERMIT A POSITIVE DISENGAGEMENT OF ® ® W
o= TO A.S.T.M. C478 a o~ 2" COMBINATION AR RELEASE VALVE I THE MAW VALVE FROM THE LARGE ORIFICE, AS THE ~1 LA Aa FLOAT DROPS AND PRESSURE DECREASES. THE - 1 hT
I-a 4' MIN. CPoSPIN, CU-VAT, ARI OR APPROVED EQUAL VALVE DISENGAGEMENT SHALL BE IMMEDIATE AND NOT BE - Q- t^ ;PROVED EQUAL UMTTED TO THE INITIAL DRAW OF A VACUUM. THE
n ? 1L 2' BRAS5 VALVE(S) SHALL BE CRISPIN MODEL UL20
a q UNIVERSAL AIR VALVE AS MANUFACTURED BY - 4-. MULTIPLEX MANUFACTURING CO., BERWICK. PA. - - >it
N 30" CURB ROADWAY PAVEMENT ~a. L VALVE n AND GUTTER GRASS STRIP n~ 2" BRAS SAO LE OTHER APPROVED MANUFACTURERS ARE: APCO V
'm (WIDTH VARIES) : NIPPLES fl'PICAL WATER MAIN m FlLL W/V2 STONE To TOP OF PIPE VALVE, CLOW CORP, EMPIRE CORP, THE VALVE(S) G - TOP OF PIPE SHAD. BE 2' NPr SCREWED OR ANSI CLASS WATER MAIN SHALL BE
(125,250) FLANGED INLET CONNECTION AND SHALL DUCTILE IRON 1 O' °
12" COMPACTED BE CAST IRON BODY, TOP AND INLET FLANGE (WHERE REQUIRED). STAINLESS STEEL FLOAT AND EITHER SIDE OF CROSSING
o N0. 57 STONE FIRE HYDRANT ASSEMBLY iv I N F TRIM WITH BUNG-N SEAT. VALVES WHICH OPERATE THE PRESSURE PLUNGER VIA A SINGLE LEVER AND
o AND VALVE AS PER - ---w.. CHATHAM COUNTY DETAIL _ R IN SECTION FULCRUM WILL NOT BE ACCEPTABLE. A PROTECTOR
SHALL BE SUPPLED TO PREVENT DEBRIS FROM ENTERING THE OUTLET OF THE VALVE.
Z (V CONCRETE SIDEWALK c (WIDTH VARIES)
SEWER AND WATER CROSSING
4'X1o° PUBLIC UTILITY COMBINATION AIR VALVE ASSEMBLY Df =MBLY DETAIL N.T.S.
t EASEMENT N.T.S. PROJECT No. NEW-05040
FILENAME: NEW06050-DT
N m G
~ o CHATHAM COUNTY 0 CHATHAM COUNTY DESIGNED BY, WZS M moll WATER SYSTEM WATER SYSTEM
~ I C D
DETAIL m ME L DETAIL DRAWN BY: REC SCALE: N.T.S.
N C DATE: 03-05-2007
D TYPIrAI FIR HYDRANT LAYOUT 'v
N ,T.5.
'o m 0
m 4
z ULADAMJS
w FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
z
u m 0
a`
X

Z
ov) v_0 STOP/SLOW PADDLE FLAGGER ATTIRE 1°y 5-1 TYPICAL EXAMPLES SHOW! O ppm0 °C!7
" moon Z~~ mooo 1 ORDER AREA ORANGE HAT << 7j~ z :UO'lOz LATERAL CLEARAN - zm3 1
OR >o-Nm~ 102U DO'rIN(/! HANG NA T ~O= > w LL~O 000__Z M ---i=y 3' MINIMUM FROM TRAVEL LANE. O~~zZ
POSTED MINIMUM LONGITUDINAL L"Oa UZ mZ ~j 8B' I/2'R O az= 00~ - SIGN SHOULD NOT BE PLACED
Z5ODnm SPEED EMIT BUF(EER S ACE MINIMUM SIGHT DISTANCE 0Ofu) G70 Or~ FRONT eAgR w = I-UQU-o ? ZD 18° R11Y B'B L =(4A0 JD B5 PG57ED STOPPING SIGHT DISTANCE PASSING SIGHT DISTANCE Q SO?mxo'~ HO<L,.= =-n>(BEYOND SHOULDER POINT IF IT 1W-VQ~C=j =(n T00 CANNOT BE INSTALLED PLUMB.
ORR Z5°G0T1 SPEED UMIT J ZOroom V)I- Z IF SIGN IS PLACED WITHIN VTT- Za Of L, 0 < p0 Y 01-
O=m0 c: z 35 120 (LB1) (FEET) (FEET) Ui~wo4 020f- FLUORESCENT ORANGE (n 30 200 500 OoOUx A7JD I H a AS V ST (SHOWN) cn-D 40 1711 35 250 550 Z ao 0 0 1 45 220 ® A LANE CLOSURE OR ON THE pOpa z >p> TRAVELWAY THE CLEARANCE Zr~ e ~J a O
d Q ~ APPLIES FROM THE OPEN LANE. 0_0 ^rl• 1G.J
Z 40 325 600 ° O pz D ^ pW `z"' I
50 260 ° MOUNTING HEIGHT DIMENSIONS 7 % ~ O U~-U F/T d C'Y
45 400 706 STOP: ~0-W
50 475 600 BORDER-WHITE REAECTORIZW BORDER AREA-BLACK NON-FETIECTORIZED ~ ES 415 BACKGROUND-RED REFIECTORIZED BACKGROUND-ORANGE REFLECTOAIZED a ROADWAY TO SIGN T' MINIMUM. 0
E65 335 LEG4ID-WHITE RETTECTEWZED IEGBO-BUCK NON-REFLECTORIZED 485 55 550 9W NOTE FOR OPERATIONS THAT ARE AE5IWCTE6 TO DAYLIGHT HOURS ON C a O _0 FOR INTERSTATE OR OTHER HIGH (n R~ W F*~ N
W LJ -9 M J NOR-REFIECTCPoZED LEGENDS BORDERS AND BACKGROUNDS MAY 6 60 650 1006 LY in m USED. W Of J ^ z er~aa a ~VOLUME ROADWAYS USE 5' MIN. Or Z Q O Z~~ Q Lu W w tn0
65 725 1100 a RED FLAG AUXILIARY AIDS 0 O J
rn (D N FLASHLIGHT cD (7 = Z Z L = USED FOR EMERGENCY SITUATIONS ONLY FOR NICE OPERATIONS Z Z = DJ = LANE PAVED SHOULDER Z_ O P, P44 O a TRAVEL
fn 3 (7 ° IN ADDITION TO A FLAG OR PADDLE ITT f z J H H
D Z Q~ ) h m--I 3 FL HANDLE 5/8' DIA <Q V) z m> -SHOULDER POINT O Of W U 0 Z IF SUPPLEMENTAL PANEL IS REWIRED ~ W a+ O C7
0 1 D ° LLI (Zj r Z i" REFIECflVE WHITE TAPE ° m A Z ° N 11 0 OUTLINE FOR NIGHT USE ° p W O > USE A 5' MINIMUM HEIGHT TO MAIN SIGN Y J Z, Q',
Op w _j (7 m 24° X 24" FLUORESCENT RED FLAG Q o m O RBUCn#OZED FOR NIGHT USE Q Q r WITH A 4' MINIMUM HEIGHT TO PANEL. Q
60 t' o GENERAL NOTES ° O ITT a Q > z CJ Z W p
(f) - cl~ I-- WEIGH FREE 2 A -TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" AND THE 'MANUAL ON Q U TAO H tffW..RCETICALLY, TRANSLUSCMT ATTBRY OPERATED Q \RED (n D F- Z Q D EVEN IN HEAVY WANDS. BEAN WANG FLASHLIGHT I` MATED Q J m N ;;a < _ W a 63e HT >O (n
UNIFORM TRAFFIC CONTROL DEVILS, MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL U) Q_ IF1 N 0 Z ROADWAYS AASHM GREEN BOOK SHOULD BE CONSULTED TO MAKE RNA DE1ERMNATION OF STOPPING SIGHT DISTANCE REOUIREAENTS O U) Jw
0 o GENERAL NOTES m (n 0 Ell Q y mmj6 f 11 A 4+ e`,I
1 O -BUFFER SPACE TABLE IS BASED ON THE SLICING DISTANCE PORTION O STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVfl1R15 D O W -FLAGGER SHALL BE ATTIRED WITH ORANGE OR FLUORESCENT ORANGE CLOTHING SUCH AS A VEST. SHIRT OR JACKET. FOR NIGHT TIME OPERA DNS THE CLOTHING SHALL BE SEE n > m U ° U' m RETRORDUCTORIZED. THE PREFERRED RETROREFUCTIVE MATERIAL IS EITHER WHITE OR SILVER OR FLUORESCENT VBRSONS OR THESE COARS (ORANGE, RED OR YELLOW MAY ALSO DE U 40 Z D J IE J m J I_ 0 AY ALSO ED USEC z mm / ~r
O -USE OR STOPPING SHIRT DISTANCE IN TRAFFIC CONTROL RAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC Z LL w O AN ORANGE HAT OR HARD HAT SHALL BE WORN AT ALL TIMES ANY OTHER FEDERAL, STATE OR LOCAL REGULATIONS CONCERNING ATTRE AND SAFETY EQUIPMENT SHALL BE WMPUED VIN Z m cu A APPROACHING A LANE CLOSURE FOR 2-LANE, 2-WAY ROADWAYS SHIPPING SIGHT DISTANCE SHOULD BE PROVIDED TO THE FLAGGER. w IL co r FOR LANE CLOSURES ON MULTILANE ROADWAYS SKIPPING SIGHT DISTANCE SHOULD DE PROVIDED TO THE BEGINNING O THE LANE 'Q A -NANO SIGNALING DEVICES CES SUCH AS STOP-SLOW LOW PADDIES FLASHLIGHTS OR RED FLAGS STALL BE USED TO TO CONTROL TRAFFIC. STOP-SLOW PADDLES SHALL BE THE PRIMARY DEVICE USED; W z Iz ~ TE COMPLIED WITH Z 0 GENERAL NOTES LI :D Z m LL O z L :Y DEVICE USED; z (n -DIMENSIONS SHOWN ARE MINIMUM VALUES. WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS, 0-
D CO m CLOSURE MERGE TAPER, OR FLASHING ARROW PANG. LANE CLOSURES SHOULD BE EXTENDED AT THE BUFFER SPACE 9JCH THAT RED DUGS WALL BE SUCH ONLY FOR DAERGENCY -SITUATIONS WHEN A STOP-SLOW PADDLE IS NOT AVAJLAME m .a
(A STOPPING SIGHT DISTANCE IS PROVIDE), I- -STOP-SLOW PADDLES SHALL BE FABRICATED MGM SHEET METAL OR OTHER LIGHT SEMIRIGID MATERIAL A RICO HANDLE SHALL BE PROVIDED OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND LEVEL. E PADDLE C) THEY SHALL BE MOUNTED SO AS TO BE CLEARLY VISIBLE TO APPROACHING TRAFFIC. 22286
-USE O MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PUN APPLICATIONS INCLUDES PRONDBNG SIGHT DISTANCE -STOPPING SIGHT DISTANCE SHALL BE PROVIDED TO EACH FLAMER STATION (REFER M SID. 1101.11). -SUPPORTS FOR PORTABLE SIGNS SHALL BE OF A CRASHWORTHY BREAKAWAY DESIGN THAT YIELD UPON IMPACT AND THAT WHEN IMPACTED DO NOT CAUSE DETACHED ELEMENTS, FRAGMENTS, OR OTHER DEBRIS TO PENETRATE OR SHOW POTENTIAL FOR PENETRATING THE VEHICLE PASSENGER COMPARTMENT, OR C'y +~G NEe °G`Z)`emm
REQUIREMENTS FOR PLACEMENT O PAVEMENT MARKING PASSNO/NO-PASSING ZONES FOR 2-UNE4 2-WAY ROADWAYS4 -NIGGER STATIONS SHALL BE ILLUMINATED WIN FLOOD LIGHTS DURING NIGHT OPERATIONS
MEET 2 OF 4 SHEET 2 OF 4 HEFT 1 OF 1 -NIGGER QUALIFICATIONS AND PROCEDURES SHALL BE FOLLOWED IN ACCORDANCE WTH SECTION 6 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SHI 9 OF i HEET 1 OF 9 PRESENT ANY UNDUE HAZARD. SHEET SHEET 9 OF 1 is,q~~1J.~E`fPgmjm'
1101.11 1101.11 1150,01 -VESTS SHALL BE RUIECRVE FROM THE FRONT, BACK, AND EACH SIDE 1 1150.01 1110.02 1110.02 zl
m
m ® O O ON 100'ro 200' f BE FN 09 S-HZ AMID Aa0 QFQ< Z QUICK REFERENCE - "L" DISTANCE TABLE 0 Om ROADSIDE ACCESS POINT ACCESS THROUGH TEMPORARY BARRIER 0Vl z !5-i DETAIL SHOWN FOR LEFT SOE, SAME PRINCIPLE APPLES FOR RIGHT SIDE ACCESSES .¢Q
N 0 O ZO ,0 00 z~~Cs 00 T2 Ll ~z n~ ~
AZ~NUD 7~. x4e, wJOOSV DZmNUI MLD NEW) 1 2 3 4 5 IS 7 8 9 10 11 12 LL p~~zZ Fri -i=> MULTILANE ROADS TEMPORARY BARRIER 200' MAX. OPENING 0paC7Z z _ SHOULD BE KEPT TO ow u)-
m ~D 20' 20' 0~~2Z I?TO~D EXAMPLE OF "L' & "W DESIGNATIONS C ITT L~ O -I MINIMUM LONGITUDINAL DISTANCE L" (FEET) LL Iff QZ GYrlpom SPEED (S) =mZ35 `C/ ® © ~UZQ02 ==ZD MPH (ROUNDED VALUES) G WQZ ~U¢L+-= W 0 I-OQLL LEFT LANE CLOSURE MAY BE USED FOR EASIER :''I V r ACCESS, WHEN ALLOWED BY ENGINEER. P~OW i
124 Q SOW =(/);a0 ACCESS POINT BD (n zJ Z5'00-n ® • • • • • • • • • • • • U)~ z_1 ¢
Z5VOm V 0 a Nr ZJQ Z=NO®O STD. 20 10 15 20 30 35 40 50 55 60 70 75 W F G n~woE aL~• Q O=OC 4 aL_pQ O 125 OOpa ` A> " _ _ _ _ _ _ _ SEE STD. DWG. 9901.99-SHEEP 3 zOFn
O(11OU OM 25 15 25 35 a 65 65 75 BS 95 105 115 125 OVoz Z
R{> 4®m v a0 N~ D 11 0 0-6 30 15 30 45 60 75 90 105 120 135 150 165 180 O © AO 'PAD-WAY DOWN W o - 0 0 W 180 z~j q FOR BARRIER FLARE RATES 1 ~'a{•/1 ( a5 5; Z w 0 Li CRA9 CUSHION NOT REWIRED J
Z TRAFFIC BUFFER BUFFER STREAM o Z 35 25 45 65 85 105 125 145 165 185 205 225 245 TAPER SPACE SPACE TAPER NiHD. 245 00 Z n IF S GREATER THAN OR EQUAL TRAM > _ _ T02B', Uj Dy a
BE ` 0 50'-100 50' MIN. WORK AREA 50' MIN. 100 40 30 55 80 110 135 160 190 215 240 270 295 320 MAX 320 w ~ n 0 RIGHT LANE CLOSURES MAY USED f~ z roe
MIA9 TO STOP AID 45 45 90 135 ISO 215 270 315 360 405 450 495 540 540 WHEN ALLOWED BY THE ENGINEER. ® ° o
N Xilf x46° x74E' En A L 50 50 JOB 150 200 250 300 350 400 450 .m 550 6W -LANE, 2-WAY ROADS Boo w iRUgL HAUL ROADS W W ~°°T
880 a m o m AN FOR 2-LANE. 2-WAY ROADWAYS • BE TRUCK 1r pa° Q <NI
2 '-H m INSET FOR 2 LANE ROADWAYS WITH 2-WAY TURN U E a, W o F s > m 55 55 110 165 2211 275 330 385 440 495 550 605 690 m z All OTHER DEVICES ARE THE SAE AS ABOVE O x U s T(z 60 60 120 180 240 300 380 420 4B0 540 603 660 72D w _L 720 O Q Z Z SIGNS SHOWN FOR ONE APPROACH. ® CLAP' REPAR pI (n V ~~1 LL O •96-12 A SAME SIGNING APPLES FOR 0 STOP W
N) -0 r p C7 Z O N N 65 65 130 195 2611 325 390 455 520 585 B50 715 780 1- _j ACCESS fa' X BOTH APPROACH DIRECTIONS p 780 0 W Q N cf) PONT rv,~, %Y 70 M 12A CD C)
A x LINE ss 3 ss Uff 0 J San 3 Z z Z ui O= x x f•° X 45° 4A° X 4r z C) w
D 48 146. 0 j m n y { o
-4 a A K z ° w a > m z TAPER LENGTH CRITERIA FOR Q LNJ = m D c HAUL Ro C C o f a N 000 z Ab
O v [fWAY DoxN ° z n O D CHANNELIZING DEVICES IN WORK ZONES D D SUFFER BUFFER STREAM M Om Z N a
D SPACE SPACE TAPER Q J Q A O 0~ Q Q ~ O r Q r Z> F~ ^ ~ t
M v 50'-100• SO' MIN. WEAK AREA SDI MIN. 200' Q o o 0 o TYPES OF TAPERS TAPER LENGTH c z F- v ~ 0 MEN DIRECTED BY TIRE ENdNEER, TRAFFIC MAY BE STOPPED --USE TYPE III BARRICADES WHEN Q W ^ h O
j O A N w} -H Z to p UPSTREAM TAPER GENERAL NOTES u I- Z W 73 70 ALLOW WORK VE HIC1E ACCESS. USE THE SAME SIGNING HAUL ROAD IS NOT BUNG USED V) ®Q 0 D > FOR HAUL ROADS AS SHOWN IN THE ADJACENT DETAIL N Z ~•V Q ~ enp
- GENERAL NOTES 3 m:0 Z O MERGING TAPER • L MINIMUM -TARE FOR °L' DISTANCE IS BASED ON CHANNEIIZATION TAPER FORMULA FROM THE M.U.T.C.D. WIETE: 11 0 Z O n r z G) SHIFTING TAPER• 4/2 L MINIMUM = D. SERE m U o ® n zz) GENERAL NOTES R=il N ct) M
SPEED LIMIT FORMULA U Z Cn 0 -REFER TO SD. DM. 1101.11-SHEET 4, FOR SIGN SPACING. J N N SHOULDER TAPER • 1/3 L MINIMUM J U fTl -FOR DIVIDED ROADWAYS, SIGNS ARE REGUIRED TO BE MOUNTED ON BOTH LEFT AND RIGHT SIDES OF EACH ROADWAY. FOR UNDIMDED ~ W
m c m -LANE CLOSURES SHALL DE INSTALLED WIN THE TRAFFIC RAW, BEONNNG WIN DEVICES ON THE UPSTREAM SIDE OF TRAFFIC O -I TI 1W0-WAY TRAFFIC TAPER • 100 FEET MAXIMUM 40 MPH OR IE53 L - W x 7S C " m O LANE CLOSURES SHAT. BE REMOVED AGAINST THE TRAFFIC FLOW, BEGINNING WAIN DEVICES ON THE DOWISREAM SIDE O TRAFFIC z Li Z D O . - < Z V- J O ROADWAYS, SIGNS ARE I WRED ONLY ON THE RIGHT SIDE OF THE ROADWAY. Z U QyM M~
0 m A LEGEND -THE MAXIMUM SPACING OF CONES THRU THE WORK AREA SHALL BE EQUAL IN FEET N 2 TIMES THE POSTED SPEED LIMIT. W W Z O CO'0 DOWNSTREAM TAPER ODD FEET PER LANE eG L Ld Q ' U) ;u -MINIMUM STOWING SIGHT DISTANCE SHALL BE PROVIDED TO THE LOCATION OF EACH FLAGGR. W p ® Ivy
0 0 94 WARNING FLAGS -LANE QOSRES SHALL DE EXfFNOED AT THE 13UFFER SPACE OUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED N THE FUGGR. F- r 45 MPH OR GREATER ~L - W x S fD (REFER N SD. DWG 1101.11-SEET 2). ITT m ®DRUM -TRAFFIC SHOED NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME ( (J} r -REFER TO STD. 110.11-SHEETS 2 & 4 FOR STOPPING SIGHT DISTANCE AND SIGN SPACING. Rzi
0 PORTABLE SIGN -PILOT CANS SHALL BE USED WHEN DIRECTED BY THE ENGINEER. N L - MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE) ~ -UPON THE COMPLETION OF EACH HAULING OPERATION THE ROADWAY SHALL BE REPAIRED, SWEEPED, OR OTHERWISE RESTORED TO BE ~~~111 ''Y I F(:FNtI SAFELY TRAVERSABLE AT NORMAL OPERATING SPEEDS. 044
-FLAGCERS SHALL BE USED TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE FUCKS U71UZED AT W - WDTH O OFFSET IN FEET (LATERAL DISTANCE) FLAGGER INTERSECTIONS SHALL BE ACCOMPANIED BY FLAGGER AHEAD SIGNS (W2G-70) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF S - POSTED SPEW LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH DRUM -'BLIMP' SIGNS ((W3-1} ARE REWIRED ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT OF IMPLEMENTING THE HAUL ROAD. STATIONARY SIGN ADVISORY SPEETT PANELS SHOULD BE USED IN CONJUNCTION WITH THIS SIGN AS DETERMINED AT SITE BY THE ENGINEER. FLAGGERS N
® TYPE B WARNING UG14T (FOR NIGHT USE) THE FLAGCR. WHERE INTRSECTIONS ARE SIGNALIZED, SIGNALS SHOULD DE PLACED IN THE RASE MODE 'L' DISTANCE B FOR APMJCATOR WIN CMNNEUZING DEVICE AND PAVEMENT MARKING TAPERS OIFiECTIdN O TRAFFIC ROW WET IO EET 1 OF 4 AND TRANSITIONS, CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS, BARRICADES, SF ERS ;t PORTABLE SIGN SHALL BE USED AT ALL TIMES TO STOP TRAFFIC WHEN SUMPS ARE LOCATED ACROSS THE ROADWAY. BUMPS SHALL BE CONSTRUCTED ARICADES, TO PROVIDE A SMOOTH TRANSITION FOR TRAFFIC CROSSING THEM. BUMPS SHALL BE REMOVED PRIOR TO ALLOWNG TRAFFIC TO SHEET 1 OF T a M Q SHEET 1 OF 4 HEET i OF 1 ,,...c FLAGGER RESUME NORMAL OPERATING SPEEDS.
'IDI' RASED ASPHALT ISLANDS, AND VERTICAL PANELS 1101.11 1101.05 - DIRECTION OF'IRAWC FLOW 1101.05 W
1101.02 1101.02 1101.11 v v z "
s~ a<a z ADVANCE WARNING SIGN mooo z X3 . ro^oo SPACING CHART N ZXQ° ;0000 18° MIN. TO 24° MAX. QHQ
U 000 r-ZT1~-4 TEMPORARY BARRIER U°O aG?Z T-Z --1 -.4 RECOMMENDED L C.i O-rimm DIAMETER ~00fj~ 3V 000.VZ 0CLOZ I-Z --4--q NOTm IXCEED
m -I=D FLARE RATES 0~N= m0~ __q DISTANCE BETWEEN SIGNS M 0ODOm pS~DD QZ = 0-9>OM POSTED SPEED LIMIT (FEET)* L INS OQZ= E50;0 __4 BASE DIAMETER WqZ==
W 2 'Tl>oITT I-UQIiV = Z> I-UQL.O <=w0W _=V77J0 Q D!OW
=0UO 9pFy}~iy ANCHORED UNANCHORED ¢=F- W =V1TI10 GENERAL NOTES (MPH) ® ® C~ F z5Dom IYMPM (A:B) (A-B> NhZJ Z3MOTi L J Zp-0O Ti J r~
O= 0r ) CEL-o< O=AZ -THIS STANDARD DRAWING IS TO BE USED IN CONJUNCTION WIN OTHER TRAFFIC CONTROL S 35 200 200 200 ~XZ K30 B : 1 7 : 1 COFn y~D ROADWAY STANDARD DRAWINGS WHERE SIGN SPACING DISTANCES A. & C, ARE SPECIFIED. 411-56 3511
350 350 >'DD zI-S -(D -THE ADVANCE WARNING SIGN SPACING CHART IS TO BE APPUW WHERE A SERIES O 2 OR 30 z D>> ORANGE OR FLUORESCUNT RED-ORAN Z Q 'ILN®/ H_ ULTRA VIOLET STABILIZED rV'l
O 35 111:1 8 : 1 Wp (n~ MORE SIGNS ARE USED. ALL SIGN SPACING DIMENSIONS ARE ARPRONMATE AND MAY BE O FIELD ADJUSTED AS VARIOUS CONDITIONS OCCUR. SUCH AS LIMITED SIGHT DISTANCE, 55 500 500 500 Z 40 11 : 1 9 : 1 ° Z OBSTRUCTION INTERFERENCE, EN. ONTROLLF ZACCESS ROAD )0 W® cn IMPACT RESISTANT PLASTIC W z °
300
: :1 ( TWO 96W 2606 45 13 1 10 8° TO W B' STRIPES TYPICAL a
50 14:1 111 CIRCUMFERENTIAL W z a ALTERNATE ORANGE & WH 38' ,p1
D W W REIROREFLECTIVE STRIPES. MINIMUM Vy
E6 16 : 1 12 : 1 W v A R TIm 17:1 131 a, Mw omm D _I Of 2 ORANGE & 2 WHITE MINIMUM
z ~ 19:1 141 0~q z Onr O < (J) z _ O I-Z r UO
zZVI S z yRU
11(7= z z w -n V/ U
N (D Q 5 V) Z N 2° MAX. TYPICAL Q U Q V) ~ -H BETWEEN STRIPES ~ W > O
~J DISTANCE TO 31m SON DISTANCE TO 2ND SOLI DISTANCE N i5T SIGN co Q D RW^'"` E xp LLV) _j H U" "~0 r-A O z ! ItEPE1T ~ E T 4TH SIGN VF SG4s1... o ANY c D x z ~B Q CE 0 O d > l7 Z V)
MoD A W > 0 © © 0 D J¢ C> ;u C3
m r A TEMPORARY BARRIER PARALLEL TO TRAVEL LANE o 0 CTDI r p Apo Z of Q E O O zed Tnp zo /y
_n < U) 70 NARNING Q F_ :sW ;0 21' MIN. TO 24' MAX. DIAMETER IQ- W
i D - LEN01H OF FLARE WARNING F- O Z O > PONY POINT N > (/T WTI rlo
O GENERAL NOTES v=_ to
TO~L7 =100 2__j pp J if) F
rDO w(L; E- IL LLLm mWm L O CJ O m BALLASTING SHALL T ACHIEVED BY THE SAND BAG OR TIRE-SIDEWAL. BALLASTING METHODS BALLAST SHALL NOT BE PLACED ON lDF OF THE z E z LL- LL_ Z ZO7 DRUM, NOR PRESENT A HAZARD WHEN STRUCK. W F-4
En W ro GENERAL NOTES Q H A r W Q Q ,1®
B m rrI STATIONARY OR PORTABLE SIGN (f) -A BARRIER IS CONSIDERED FLARED WHEN IT IS NOT PARALLEL TO THE WOE O THE TRAVB.WAY. N (n a F_ Call ytt G1
I D -NORMALLY BARRIERS ARE H USED AS AS FOR WORN AREA FDIC, BAR. WHEN SERVING THE EETI~AR FUNCTION OF A CHANNELIZI ZING DEVICE, SUCH S WAR SHIFTING TRAFFIC, BANNER TAPERS SHALL MEET STANDARD RO CIANNW ELIZNG
TAPIR LFNGiHS AS AS SHOWN ON SHEET 1.
SHEET 1 OF 1 rrt ~j, SHEET 4 OF 4 HEET 9 -OFT ~j • co
7 HEET 3 tlF 4 SKEET 3 OF 4 EET 4 OF 4 EI 1101,11 1101.11 1101.11 1101.11 1130.01 1130.01 V/ p
U
0 T
i m
v
3
m PROJECT N0. NEW-055040
z a FRENAME: NEW06050-DT
OF mlllll~ DESIGNED BY: WZS
0 DRAWN BY: REC
s n c D
) D SCALE: N.T.S.
9 J DATE: 03-05-2007
s NO. -
4
'u
u
P FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAS
J U
0 i

NOTES: . i~
a. GRAVEL PAD TO BE 12'x 50' AND 6° THICK MINIMUM
1. EXCAVATE A 6"x6" TRENCH ALONG THE STEEL FENCE POST WIRE FENCE ,
b, TURNING RADIUS SUFFICIENT TO LOCATION OF THE FENCE DRIVE POSTS ACCOMMODATE LARGE TRUCKS IS TO BE 18" INTO THE GROUND ON THE LOWER HARDWARE CL07H
PROWDED. SIDE OF THE TRENCH.
a, ENTRANCE(S) SHOULD BE LOCATED TO U
PROVIDE FOR MAXIMUM UTILITY BY ALL FlLiE FILTER OF 1" DIA WASHED STONE FILTER FABRIC ON GROUND
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES CONSTRUCTION VEHICLES. VDEEPOVER ADVERSE SOIL CONDITIONS, IF AVAILABLE d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR 2. ATTACH WIRE FENCE (HOG WIRE) TO THE
DIRECT FLOW OF MUD ONTO STREETS. POSTS AND EXTEND THE BOTTOM 12" INTO 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. PERIODIC TOPDRESSING WITH STONE THE TRENCH. zII
SILL BE NECESSARY; KEEP SOME HANDY. - - 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS SECTION BURY WIRE FENCE AND ~i HARDWARE CLOTH by
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. e. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP ^---iii e i°
' F~
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSHATE IMMEDIATELY., W
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 3. ATTACH THE STFILTER APLES FABRIC THE HWIRE E FILTER OF I' DIA_ FENCE WITH STAPLES AND EXTEND THE WASHED STONE FILTER OF 1' DIA_ - z N WASHED STONE
5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM BOTTOM 12" INTO THE TRENCH. USE A IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE to 0
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP SYNTHETIC FILTER FABRIC. (DO NOT USE BURLAP!) DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH. 0 0
n ti
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER Ca°~ U IJ~ t~a° x ® CJ
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING pJOJ SD,
ANCHOR NETTING V] i IN A 12 C7 -INCH O IN
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH / Mrq 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL TO SECURELY ANCHOR THE BOTTOM. SILT FENCE W TRENCH 1 12- CO +4w w INCH
END OF OVE OVERLAP
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR PLAN VIEW FILTER FABRIC JOIN STRIPS ANCHORING - AND OVERLAPPING Fea`~6uneenrr1111,
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF 6" FAIN ~EaSR o 4 °W A
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING EXTENSION Or FABRIC AND WIRE INTO THE TRENCH. 4! MIN.
ORIGINAL LIME, FERTILIZER AND SEEDING RATES. SYNTHETI C m e, Ce m
Vti FILTER FABRIC STEEL POST SEAL
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT COARSE AGGREGATE 2-3" AN ACCEPTABLE ALTERNATIVE TO BURYING THE BOTTOM OF THE FENCE IS TO LAY 12 OF THE BACKFlLL "HOG WIRE" 2228& Av ; jil
AND FERT LIZA710N AFTER PERMANENT COVER IS ESTABLISHED FENCE AND FABRIC ON HE GROUND AND COVER (NOT CHICKEN WIRE) oP~ DF gLTFFNCE IT WITH 6" OF WASHED STONE, BUT NOT JUST STONE. MUST BE AT LEASE IF SILT FENCE BE AT E
NOTES: APPLICABLE AT ALL POINTS OF i INGRESS & EGRESS UNIT. SITE IS a6 ' ~B• ''1 V ABOVE THE TOP OVE WASHE TOPT FC J.E. SPydvL1J~
STABILIZED, FREQUENT CHECKS OF r 7 - STO EE WASHED ,11Pe1l111~
THE DEVICE AND TIMELY - _g , u..:..:.^'
SEE SEASONAL APPLICATION SCHEDULE MAINTENANCE Musr BE PROVOKED. r w
STEEL FENCE POST Q v SET MAX. 2' APART 0 BURY HIRE FENCE. FILTER -
FABRIC, AND HARDWARE z FRONT VIEW CLOTH IN TRENCH o
U a
INSTALLATION OF NETTING AND MATTING
SEEDBED PREPARATION TEMPORARY CONSTRUCTION ENTRANCE/EXIT SILT FENCE SILT FENCE GRAVEL OUTLET (MODIFIED FROM VA. DIV. OF FORESTRY) $ z P
uW a
D w
z O 0 a I
kM 1 O i N
A. rr o w ~Q
SEEDING SCHEDULE - 1.5' MIN.
(REVISED: 1-1-86) 9" MIN.
w
1 00
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1) L = The. distance such that points a a N
A and B are of equal elevation
DATE TYP PLANTING RATE
W a ~ n
Aug 15 - Nov 1 Tall Fescue 300 lbs/acre COMPACTED SOIL Filter fabric N A M
Nov 1 - Mar 1 Tall Fescue 300 Ibs/acre \\2 MIN & Abmzzi Rye 25 Ibs/acre COARSE AGGREGATE - A B aJ as
Mar 1 - Apr 15 Tall Fescue 300 Ibs/acre 2 -3°0
W Apr 15 -Jun 30 Hulled Common Rermuda rocs 25 lbs/acre 18" MIN 3.9 0 MAX P, L. A U ICJ a..
.:?'iyri'i:?ni - Jul 1 -Aug 15 Tall Fescue and 120 bs /acre Z
II-I III IHI II-II L......L....L... I _ II E ***BrowntopMillet 35lbs/acre 18" MIN. ***or Sorghum-Sudan Hybrids 30 Ibs/acre - - - - - - - E~OW Class 1 or B Vi
-Erosion Control n' Stone M w
°I I-I I- I 11=1111=Il~lbll IF_~II-11~1~ b.. Slopes (3:1 to 2:1) 6' mcAt -I II-~ll_L1II-1I-11=1I~~~I1=1I i Q
. y-1i~ „-,Ir-~ir1II-ITIti N-IiC71'~ ~~I(=~~-III
Mar 1 - Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre & 11~1aI 9' TYPICAL , W 0 Q
(Mar 1 - Apr 15) Add Tall Fescue 120 Ibs/acre 2•T ~ ~
(Mar 1 - Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre 24" MAX. O
(Mar 1 - Jun 30) Or Add Hulled Common Bennudogross 25 Ibs/acre - at center
- Jun 1 - Sep 1 ***Tall Fescue and 120 lbs/acre NOTES: = Filter fabric
*"*Browntop Millet 35 Ibs/acre Space check dam in a channel so that the crest
"**or Sorghum-Sudan Hybrids 30 Ibs/acrd of downstream dam is at elevation of the toe of
Sep 1 - Mar 1 Sericea Lespedeza (unhulled-unscorified) 70 Ibs/acre 4I and Tall Fescue 120 Ibs/acre upstream dam
(Nov 1 - Mar 1) Add Abruzzi Rye 25 Ibs/ocre SECTION A-A
irH^
Stone should be placed over the channel banks to keep water V< W
Consult Conservation Engineer or Soil Conservation Service for additional Information concerning other alternatives for vegetation of - from cutting around the dam. ^ a
denuded areas. The above vegetation rates are those which do well under Wx
local conditions; other seeding rate combinations are possible.
"*Temporary - Reseed according to optimum season for desired permanent Wr`
vegetation. Do not allow temporary cover to grow over 12" in height before mowing, otherwise fescue may be shaded out. nU
- TEMPORARY GRAVEL DIVERSION DIKE FOR VEHICLE CROSSING
TEMPORARY EARTHEN DIVERSION DIKE (MODIFIED FROM VA SWCC) CHECK DAM SPACING STONE CHECK DAM pa
* FOR REPAIR OF SILT FENCE - " FAILURES, USE No. 57 WASHED 8' MAX. .-5' IN-
m STONE FOR ANCHOR WHEN SILT 12" OF 57 STONE 9.5' VARIABLE AS DIRECTED BY THE ENGINEER FENCE IS PROTECTING CATCH FIT ~/yUy
BASIN. ON FACE OF OUTLET SECTION L BT IN R
L L L L MIN. 12-1/2 GA. INTTRMmIATE STREAM CHANNEL e/a G 5' MAX 0
N MIN. 10 GA. G t. WIRES ?j 5' MAX Jo LINE W1AES L L L 360D W, FT/ACRE a 5 MAX. BANK HEIM BANK EIGHT tt,4 V\ r - _ H LO
_dL n L L LL I t 4 4 W~444~y 4I4',
N V 4 t a L L L L LL L L_ GRADE NOTES:
1. USE FOR DRAINAGE AREAS 15~.IFm11 1 111 It 1:11: 1:: 1 :1 0 0 NOT EXCEEDING 5 (FIVE) ACRES. I" 'll -III-111'III- 1'vb p0~pd ( 0 0 O V.4 00 SURFACE FLOW Pd O a a ~AII DIVERSION - DITCH SH LDR 6 W
ORANGE, UV RESISTANT, 2. EARTH BERM SHALL BE STABILIZED W/ SEWING \\FILTER FABRIC Wy Gv4 44y 0C)00, x4 o- o p GT o r _ j"/FT PAVEMENT CMS
v HIGH - TENSILE STRENGTH, CLASS 'B' EROSION FyN 4vy t4 p OW p STEEL POST ACCORDING TO TOWN SPECIFICATIONS. CONTROL STONE { /i a 00 a/o 7°~~O00 Oap aoga- a.1 v 4k4
p WOVEN WIRE FABRIC POLY BARRICADE FABRIC (TYPICAL) OVERFILL 6" FOR ~y4 I~I' x ppOA d WARNING SIGN SETTLIDAENT~4 "I I
o HIGH UV RESISTANT, "..J ; CROSS SECTION I III y1~~l LATCH LINER I' ( ~ W (SEE TABLE 1)
HIGH TENSILE STRENGTH, I
LU n z POLY BARRICADE FABRIC (TYPICAL) FRONT VIEW DPI TREE O NOT ENT NOT ENTER AREA m Na t 78° 4' MIN. TI } +~~`W STONE APPROACH SECTION 5:1 MAX. SLOPE ON ROAD TABLE 1
P GRADE DO - STONE OVER FILTER CLOTH
m 1' DESIGN OF SPILLWAYS 1.5' ? 0 6° MIN. COVER OVER SKIRT * -
WARNING SIGN DETAIL iv DRAINAGE AREA WEIR LENGTH R I _Swale 1 Liner
EXTEND WIRE 6" MIN. INTO TRENCH NOTE: AND ANCHOR SKIRT AS DIRECTED -USE SILT FENCE ONLY WHEN DRAINAGE AREA '(ACRES) 2:1, SIDE SLOPE MAX ?
BY ENGINEER * 1 4.0 I EMERGENCY DOES NOT EXCEED 1/4 ACRE AND NEVER IN /J m 2 6.0 FILTER FABRIC BY-PASS SURFACE FLOW Clear Water LSversion 1 _ IContech SFB2 or equal - DIVERSION Fclear Water LlverSion 3 ^ SContech SF62 or equal PROJECT N0.
c AREAS OF WED FLOW 3 6.0 SE BELOW Gear Water aversion 4 _ ~Contech SFB2 or equal{ NEW-05040
12 SIDE VIEW -ENO OF SILT FENCE FBNCE NEEDS TO BE TURNED UPHILL 5 12.0 1:I 810E SLOPE MAX OF Dom. TOP ORIGINAL STREAMBANK ;aearwater Diversion 5 (TRC C35 Synthetic Wiling by ContechFTLEPIAME: NEW06050-DT
0 NOTES: 1DIMENS1014S SHOWN ARE MINIMUM 3' MIN. 4 4 4 Gear Water Diversion 7 IContech CFB2 or equal
a WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL 64 (Roadside Swale 1 Contech SFB2 or equal DESIGNED BY:
o LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. STONE SECTION Roadside Swale 2 _ ~Contech SF_B2 or equal DRAWN BY. p p tRoadside Swale 5 Contech SFB2 or equal
a PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND SO' ON CENTER THEREAFTER. " MAINTENANCE m FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL Temporary access - I-- - - I_~, SCALE: N.T.S. ;Stage 1 Ten} Diversion A Conteck SFB2 or equal Ir-
- - e_, m", ",c
UIMLNNUMS WHIN IHL $VIMLNI CLAN AGWMVI ISV IV VNC-VUAKIG IM UCWUN ULYIII UV II-It INAP. rlAGL IMt OCUIMtNI THAI Id KtMUVtU IN MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CONTROL STONE VALE: 03-05-2007 - I . _ - . - - -
o ' ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. q PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE N IS A MINIMUM FILTER CLOTH - SST N0.
OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN U'. GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. CROSS SECTION - ROADSIDE DITCH LINER
z " NOTE: FOR TREE PROTECTION ONLY
w , STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
3 CONSTRUCTION WITH SEEDING. STANDARD TREE PROTECTION DETAIL GRAVEL AND RIP RAP FILTER BASIN TEMPORARI TEMPORARY STREAM CROSSING OPTION FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
e
a.

PIPE DA
Step 1 Drive steel fence post at least 18" into solid ground. WOOD POSTS ARE NOT ACCEPTABLE I pARlggLe
~p
PERMANENT SOIL REINFORCEMENT MATTING (PSRM) PLAN VIEW Horizontal metal past wired securely to vertical posts.
(SEE NOTE) I WITH NSTALL NATURAL GRAND OUND. LEVEL UND. FLUSH Extra post in middle of opening. A
n Minimum 5 wide opening ~j~"~lw»u» RIPRAP (SEE PLANS FOR DIMENSIONS) U
Maximum 4" between
18"0 RCP OUTLET posts
P', o
z
A A TYPICAL C.; FLARED END TYPICAL CONC. W z " I END in FLARED SECTION
SECTION
a 4.5 FT. . 071 Pa CQ ISOMETRIC VIEW
E OFlow LOOKING _ r F~-.adi9 P.° "ya a,
DOWNHILL d m
SECTION AT GAP A A z ON RIPRAP (SEE PLANS
"Hog Wire" attached FOR DIMENSIONS) PLAN r 1 ~ p LO 0 o
SQUARE PERFORMED to posts with lengths of wire. - SCOUR HOLE (PSH) - o La Pa E- O O o y j E°, ~ Li rtl v w E-+ U W QCD
Fabric folded over L n v°
horizontal post
(RIP RAP IN BASIN NOT SHOWN FOR Horizontal past H W v
CLARITY) Fence and fabric do = PIPE DIA buried in trench T' Lo = APRON LENGTH i = PIPE DIA Ch GO ® O = APRON LENGTH - z W
SEED WITH NATIVE 8.5 FT. 4 FT. NOTES: W =APRON WIDTH = APRON WIDTH W Q•'i Pr Ov 3 X PIPE 0 MIN -
GRASSES AT INSTALLA'nON. 1. RIP RAP LINER SHALL BE UNDERLAIN 6" X 6" trench, 3 X PIPE 0 NIL $tDP 2 Use Staples Y Apart to attach col and d =AARON DFFHi WITH MIRAFl FlLTERWEP.VE 7110 OR fabric to hog wire. compacted. I =APRON DEPTH PLAN d
125 FT. APPROVED EQUIVALENT. 18" atepe t u rrrrar
I~ 2 PERMANENT SOIL REINFORCEMENT U fie' ~ .
MATTING SHALL BE LANDLOK TRM 450 OR APPROVED EQUIVALENT. wR ,t I Lo
SI MONAA Fabric cut and folded over the 7T • SLOPE 0 % amply
3. BOTH THE RIP RAP UNDER LINER AND 'ti+.+. horizontal fence past. THE LANDLOK 1RM 450 SHALL BE '.;Ys: R".;~.. ° is tr'r+•~'~•; SECTION A-A Filter blanket _ EAL
Ff~ INSTALLED PER MANUFACTURER'S ' To of baffle should be 6" 4 SfOp NOTES 22286 5
P 1 FT. ,aL•v'. ti++'.• w °a ++a •'sa` / of the spillway. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS ~ X010 I NS.F°~°
1 1 SPECIFlCARONS. 't•'!+'',2tR; ° A.~ s7 hy`1; higher than the bottom FLOW NOTE: IF OUTLET PIPE IS 15" THEN r' fe•••r. t / " +:4 : }^'.4r.°k.,';. 'y °ah'.,5ga•.+f°; d' 18"0 RCP GROONDL ' DIMENSION CAN BE REDUCED BY 0.75' ° • ' :+er ~•o, "I•r r e • a c d 1. La is the length of the riprap apron. eO1~gF~ J. E• SECTION A-A r/Il itprrr
.e w ° • 5 'V~ °5.g.a ,r, l Y, NOTES:
5h .w ,e R,• ;OPRIATE SCHEDULE FOR DIMENSIONS Filter blanket 2. d = 1.5 times the maximum stone diameter but not less than 6" z
TUCK •,:ro a'R°':y'. 4e a•, .a .~••++Y°; 9•;4 C. %,,-.5SEE APPROPRIATE SCHEDULE RIP RAP LINER W,' FILTER 4.5 FT. R, .5e x, ..x. ve +.e p u. + r. r > the length of the riprap apron.. 3. In well-defined extend the apron up the
FABRIC (SEE NOTES) PERMANENT SOIL t++ '4 '~;AY •.Y e•m)•Y•"6? • f•t "+a ^.y41 REINFORCEMENT ° tw°•qY,a°.t;.•t,'.'1°peJSa.Y.ey :ti't.~'r,ri :a°+a 1. La i5 the length of NCDOT CLASS 'A' RIP RAP -B° MATTING (PSRM) + ;„i..r tY a }A•+„A,r . • ; channel banks to an elevation of 6" above the °
THICK A:~p+ 'T•Cm `2• ° 2. d = 1.5 times the ' A " 1.5 times the maximum stone diameter but maximum tailwaker depth or to the top of the r ass than 6' bank which ever is less.
PERFORMED SCOUR HOLE WITH Bottom of baffle not lass than 6 -
in trench and trench ter blanket or filter fabric should be 4. A filter blanket or filter fabric should be a
LEVEL SPREADER APRON filled with sail and compacted. 3. A filter blanket or f installed between the Iled between the riprap and soil foundation. installed between the r prop and soil foundation. a
(NTS)
Baffles for Sediment Traps and Ponds PIPE OUT PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL s o f5
a wx h~DER SKIMMER ASSEMBLY
ASSEMBLY THE ROPE o M
NOTES, ASSEMBLE AS FOLLOWS: AS FOLLOWS: a N
T. DRAE SSDzL MM PM ATIFABT 24'
z Nm m Prne A:DNVACaaaABIE INLET END. ORIFICE INSIDE * INSERT THE VENT INTO 1 w E VENT INTO THE HOLE IN THE TEE WITH THE LONG END POI,:TING TO THE * TIE THE ROPE PROVIDED AROUND THE TEE BETWEEN THE VENT AND THE HORIZONTAL H TUBE., SIDE WITH THE DOOR. TIGHTEN, THE SCREW TO SECURE IT. G~
CUT B• SLOTS IN THE FENCE FABRIC ALONG BOTTOM PARE IN Ew1r a. us* 9Afl15 T' APART m A SCREEN AND ACCESSIBLE REAR; THE SIDE WITH THE- TnBS FAawc M * SINCE IT IS POLYPROPYLENE ROPE, WHICH IS SLIPPERY, USE A GOOD KNOT THAT
OmEa SW ARE OF NOG WRE VERTICALLY AND HORIZONTALLY (700 ARABim m 'nGG "Fr THROUGH DOOR Yl Bmuuc *GLUE THE BARREL (NOT g/m° COIR EROSION BLANKET IS AN ACCEPTABLE SUBSTITUTE TO BUTS Pofas" . toT" SFAMaa IN THE TYPICAL SILT FENCE) IBIGme eF f DUCE Is 9ErsvD SEES -MAUER ~aDT PATENT. E BARREL (NOT INCLUDED, AVAILABLE AT PLUMBING AND HARDWARE WILL NOT COME LOOSE.
xmE s~LYm TRAP, TeTAT. AND PASKtt0A1 MYNA TRAP VENT X5,820,751 STORES) 6'-B' LONG, DEPI VERTICAL PCBR"""""T"'r"""*~ _ THE SIDE OF SKIMMER: '-B' LONG, DEPENDING ON THE LENGTH NEEDED TO PULL THE SIMMER TO )F SKIMMER: * SECURE THE OTHER END TO A STAKE ON THE DAM OR THE SIDE OF THE BASIN.
aFAN an YMN smartxr RE+aff3 nns BAFFLE INBTAIUntt1 -STEP T' - *
k° NOTES * PRIME ONLY ONE END 0'. NLY ONE END OF THE PVC PIPE FOR THE BARREL AND THE FEMALE * PUT TENSION ON THE ROPE SO THE SKIMMER WILL SETTLE INTO THE PIT AFTER THE t"?
Ta'CE~p"D SKIMMER MAY VARY ~ewu mow~a ~oy{ SLIGHTLY FROM a COUPLING ON THE FLE%IBL ON THE FLEXIBLE JOINT. THEN GLUE THE PIPE TO THE, COUPLING. BASIN DRAINS. a
LAP) GLUE E (SO IT CAN BE DISASSEMBLED LATER) SUP THE OTHER END OF THE *IF YOU NEED TO LENGTHEN THE ROPE USE ONE THAT WILL FLOAT. OTHERWISE, IT MAY SINK AND BE COVERED BY SEDIMENT AND ACT AS AN ANCHOR TO KEEP THE
ma ND " ILLUSTRATION PAmH WITHQUT GLUE (SO IT 0 Rum V11 Sm. A~'I mat .PIPE (A LITTLE GREASE IS W ' TILE GREASE IS RECOMMENDED) INTO THE BRUSHING AT THE OUTLET END
GE+mArna OF THE PIPE ON THE SKIN ?E ON THE SKIMMER. SECURE THE PIPE BY TIGHTENING THE PHILLIPS HEAD SKIMMER . FROM FLOATING. (THIS IS KNOWN FROM SAD EXPERIENCE). N p0"i
SCREW SO'THAT THE POIN 'THAT THE POINT GOES SLIGHTLY INTO THE PIPE. MAINTENANCE ^
BAFFLE INSTALLATION - STEP 2 . . INSTALLATION WARNING! IF THE SKIMMER IS CLOGGED NTH NTH TRASH AND THERE IS WATER IN Qy 4TION THE BASIN, USUALLY A FEW JERKS ON THE ROPE TO MAKE THE SKIMMER BOB UP AND U
INSTALL AS FOLLOWS: S FOLLOWS: DOWN WILL DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK PULL W r
R"E FLOAT THE SKIMMER OVER TO THE SIDE (ITS EASIER TO DO WHEN THE BASIN PARTIALLY
* LAY THE ASSEMBLED SK 1 ASSEMBLED SKIMMER ON THE BOTTOM OF THE 'BASIN WITH THE FLEXIBLE FULL) AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO ~ U) Z THE INLET OF THE PIPE THROUGH THE DAM OR AT THE CONNECTION NTH SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. W
JOINT AT THE INLET OF TI Posr THE RISER.
nYR1a rurTBC a m FRI ON O1S HORIZ B" h BARREL LONGER THAN SHOWN SEDIMENT UNDER THE SKIMMER IF SEDIMENT ACCUMULATES TO THE POINT THE ~t
RNIE A'Ot FMOBlNml 75X OF NOT SUPPLIED WITH SKIMMER; *.REMOVE ANY. DIRT OR N ANY. DIRT OR MORTAR ON THE PIPE AND SUP THE a COUPLING OVER THE SKIMMER CANNOT SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN BULL THE 0 i
FABRIC WRMD . - IN TRENCH SUPPLIED BY USER PIPE INLET. TIGHTEN THE „a PIPE TO SECURE THE COP f. 11GHTEN THE TWO SCREWS SO THE POINTS JUST PIERCE THE SIDE OF THE SKIMMER OVER TO ONE SIDE AND EXCAVATE THE SEDIMENT WITH A BACKHOE. IECURE THE CONNECTION. rl QGG BARREL OR PIPE THROUGH THE DAM. IF THE SKIMMER IS CLOGGED DESPITE
e° x S raNw, serno wAUBR ss aF FLEXIBLE
Bm"v~AC w9Arz AREA JOINT * POSITION THE SKIMMER V THE SKIMMER OVER THE EXCAVATED PIT IN THE BASIN. REMOVING DEBRIS AND IT APPEARS THAT EITHER THE BARREL BETWEEN THE ORIFICE O AND THE FLEXIBLE JOINT OR THE PIPE THROUGH THE DAM IS CLOGGED TAKE THE
MMER SHOULD SETTLE LEVEL ACROSS THE TOP OF THE PIPE WITH THE DOOR FOLLOWING STEPS TO CLEAR THE BLOCKAGE (SEDIMENT WILL SOMETIMES ACCUMULATE
sECnon AT OPENING SPILLWAY aE CEUmIMA"E ua OUTLET END; CONNECTION TO * THE SKIMMER SHOULD V~v _Nowhom tm wE m}pq 9euq 9 H£AEA - 'OUTLET PIPE.OR RISER ON IT, SO THATDEBRIS - .F THAT DEBRIS .GUARDS WORK. OTHERWSE, DEBRIS THAT ACCUMULATES IN THE PIPE).
FNABDnI SURFACE BMNSB (9E - AROUND THAT FLOAT WILL 'HAT FLOAT WLL FLOW UNDER THE FLOAT AND CLOG THE SCREEN WHEN THE
wsRALLx7wrzrAIL) WATER LEVEL DROPS.. VEL DROPS. * PULL THE SKIMMER OVER TO THE SIDE.
SKIMMER DETAIL * ADJUST THE FLEXIBLE + THE FLEXIBLE JOINT CONNECTION, IF NECESSARY, ESPECIALLY IF THE * REMOVE THE PIN AND OPEW THE DOOR TO ACCESS THE ORIFICE.
SKIMMER IS PULLED TO TI PERSPECTIVE MEW PIPE. THE FLOAT IS BALA IS PULLED TO THE SIDE AND THE BARREL IS NOT ALIGNED NTH THE OUTLET + REMOVE THE ORIFICE PLUG OR CAR
INCHES OF WATER DRAIN FLOAT IS BALANCED SO THAT THE REAR SETTLES DOWN AS THE LAST FEW F WATER DRAIN FROM THE BASIN. THIS POSITIONS THE FLOAT AND THE 0
SILT FENCE BAFFLED SEDIMENT TRAP GUARDS TO CONTAIN FLO TO CONTAIN FLOATING DEBRIS ON THE OUTSIDE OF THE FLOAT AS THE WATER * RAISE THE INLET AS HIGH AS PRACTICAL ~ o
Immxal: LEVEL DROPS. OPS. * FILL THE BARREL NTH WATER (USE A BUCKET AND FUNNEL OR A PUMP) TO W
* IF THE SKIMMER IS NOT SKIMMER IS NOT LEVEL DEBRIS CAN FLOW UNDER THE FLOAT AND CLOG THE REMOVE THE CLOG USING THE WATER AND PRESSURE. ly W O
SCREEN AND POSSIBLY TI 4ND POSSIBLY THE ORIFICE. Z * AFTER THE OBSTRUCTION IS REMOVED CONTINUE POURING WATER INTO THE BARREL
* PLACE A SKATE-AT TH A SKATE AT THE CONNECTION OF THE FLEXIBLE JOINT SO THE BACK HOE TO FLUSH OUT ACCUMULATED DEBRIS AND SEDIMENT TO PREVENT FUTURE CLOGGING. R WILL KNOW THE LOCATION WHEN EXCAVATING ACCUMULATED SEDIMENT FROM * A PLUMBERS SNAKE CAN BE USED BUT FLUSHING OUT THE SEDIMENT AND DEBRIS IS r ,
OPERATOR WILL KNOW TH UNDER THE SKIMMER AN[ -IE SKIMMER AND NOT DAMAGE IT. RECOMMENDED FIRST. W U O
UT MOAN INSTALLING THE SKIMMER CHECK TO MAKE SURE THE ORIFICE HAS NOT U SUT WHILE MOVING.THE SKIMMER. ~ z
FALLEN OI i i r = AFTER OT WHILE WHILE INSTALLING THE _I$KII4SMERTRAPDEBI6NTABLE
I SBIENTTRAPID STl ST2 72 ST4 STa ST6 S17 STS ST9 ST10 STI1 ST12 ST13 ST14 - EROSION CONTROL SEQUENCE" ASSEMBLING AND INSTALLING THE SKIMMER U O
i Q25(CFS) 21 cfs 2.9cfs cfs 25 cfs 27cfr 27cfs 160cfs T8.Ic& 13.1 cfs 11s 47cfs 23 cfs 2.6 CA 1.6efs- -
E LBOttomLenglh 4S.Ofl 40.011 10.0ft 40.OR 40.00 40.011 102:00 IN.Oft 90,011 Eo.Oft 50.O ft 35,oft 40.00 3110 ft
Bo¢olnWidth 20.0It 15011 1500 15.Oft 15.Oft 15.Oft 45.011 5000 400ft 400ft 25.00 15D6 1500 IS.Oft STAGE ,
~ F...__Sedimxnltkpth LOO 2aft 1 1 11 1.511 Lift 1.511 1.50 1.5fl 1.50 1511 LSO 1.5 ft L50' 'L50 i , OBTAIN LAND DISTURBING PERMIT.
Freeboard (front WirnentDe tO 7.011 3.Oft 3.5 ft 3.56 3.5 It 3511 3.5ft 3.5ft 15 ft 3.5 ft 3.5ft- 3.5 ft 3.50 35ft 2. INSTALL TREE PROTECTION, SILT FENCE, SILT FENCE OUTLETS AND CLEAN WATER BY-PASS DIVERSIONS NTH TO
in Depth to Crest of Spillway 250 25ft 4.Oft 4.011 4Oft 4.Oft 4.00 4Oft . 4.Oft 4Aft 0ft 4.06 4Afl 4.011 RIPRAP OUTLET PROTECTION AND CHECK DAMS AS SHOWN PER PLAN. CLEAR ONLY THOSE AREAS NECESSARY TO
Side Slopes 20HJV 20RIV 2oH:IV 2.OH:IV 2.OH:1V 201T.IV 20H:IV 2.10HAV 2.0HAV 20HIV 2.0111V 10H:1V 20H:1V 2.OH:IV GAIN ACCESS TO AND INSTALL INITIAL MEASURES. 4ND , . A
Spillway Length 150ft 10.0ft 20.0 ft 10oft I5.Oft IS.oft 20,0 ft 30.Oft 9000 70o fl 1500 1000 IO.Oft IO.Ofl 3. CONSTRUCT. SKIMMER SEDIMENT TRAPS CLEARING ONLY THOSE AREAS NECESSARY TO INSTALL THESE DEVICES AND AS
Heighto[Bem aa6 5.0 It SA6 506 Soft S.Oft soft soft 5.)6 i.afi S.a6 5 .o6 S.a6 5.06 THE DIVERSION DITCHES. DIRECTING DISTURBED FLOWS TO THEM. PLACE CHECK DAMS AND TEMPORARY LINERS AS REQUIRED PER PLANS.
_ To of Trap 61.0 ft WAR 60.0 If 610,11 ISM) rnOft 120.011 d'~.Oft IIO.Oft ILti.Oft 70.0 It i50fl EO.Oft .50.011
Top ofTrap Width 36.oft 75.Ofl 35.oft 35.011 3s.oft 35.06 65.011 70.aft 6D.oft 60oft aio6 3s.Of1 '75.011 35.06 4. CALL CHATHAM COUNTY EROSION CONTROL [phone] FOR ONSITE INSPECTION. a
d i SlOaee Volum Required 936 12% 1614 1048 1170 954 7033 7974 5760 4914 2052 1026 1134 633 " STAGE II 900
Storage Volume Pmv'd. 1040 1670 1170 1170 1170 1170 742D 8190 67003 53fA 1040 1030 1170
AreaReq'd 650 9O 770 810 870 570 5200 5900 42b0 360 1520 760 8713 510 5. BEGIN CLEANING AND GRUBBING FOR THE CONSTRUCT ON OF THE GRAVEL ROAD AND CULVERTS. 3 8dimentSurface w i- JGS
N G Sedment Surface Area Pmvd 1190 IIOD 970 9110 970 970 5410 5970' 4420 3 W' 1740 FW 970 767 6. INSTALL STREAM CHANNEL BYPASS DITCHES ADJACENT TO STREAM CHANNELS AS SHOWN ON PLANS WITH LININGS ITS
SlumrerOrifice Plate 22Ming050 1.25 0.75 0.80 1.20 0.89 1,50 1.75 L O t55 1,00 075 0.75 0.60 AND DIMENSIONS SHOWN IN DETAILS. PLACE CHECK DAMS AS SHOWN IN CHANNELS AND INSTALL CMP CULVERTS TE.
e DmwDoVIRPeriod (EIRS) 48 48 48 48 48 48 48 48 48 48 48 48 48 48 7. ONCE CULVERTS ARE INSTALLED, DIVERT FLOW BACK THROUGH CULVERTS AND BEGIN GENERAL GRADING ON SITE. a
4 Drainage Are a(AC. 0.52 0.72 0.58 0.61 655 R78 3.91 4.43 32 2.73 1.14 0.57 Obi 078 B. STABILIZE MASS GRADED AREAS AS THEY ARE BROUGHT TO FINISH GRADE. SEED AND MULCH DENUDED AREAS
DismbedArea (AC) 0.52 0.72 058 0.61 0.65 053 3.91 4.43 72 213 1.14 657 0.63 078 WITHIN 21 DAYS OF ANY COMPLETD PHASE OF CONSTRUCTION. PBQJECT No- NEW-05040
- 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE N.C. EROSION AND FB,ENAmE; NEW060150-DT
SEDIMENT CONTROL DESIGN MANUAL, AND CHATHAM COUNTY ORDINANCE.
l_~. I - 10. CONTRACTOR WILL MEET WITH THE CHATHAM COUNTY EROSION CONTROL INSPECTOR PRIOR TO COMMENCING A NEW NEW DESIGNED BY: WZS
a PHASE OF CONSTRUCTION REQUIRING ADDITIONAL EROSION CONTROL MEASURES. a DRAWN BY: REC
S 11. AN INSPECTION ANY
CONTROL MEASURE. REQUIRED PERMANNT VEGETATION INSPECTOR WILL BE FULLY REQUIRED ESTABLISHD T EROSION S A PRECONDITION a ION scaE: N.T.S. DATE: n3-n5-2007
TO REMOVAL OF ANY EROSION CONTROL MEASURE.
NOTE: INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL REPAIR 'AIR SIMET No.
o ° AS NECESSARY. NOTE: ADDITIONAL MEASURES MAY 9E NECESSARY PER THE REQUEST OF THE EROSION CONTROL INSPECTOR PENDING DING
SITE CONDITIONS, z .
u ` w MCADAMS
z. U FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION kNi
N 6
a`
K

® z
om 0V) r
~z NOTE: zap AMA _eel
Ao00cn STRUCTURAL STONE SHALL BE CLASS "B" jo=y *NOTE: ALL OPEN CROSS PIPES IN NONIALL ® COUNTIES WILL BE BURIED 20% OF THEIR METER TO
mz -=p STONE AND SHALL BE PAID FOR AT THE o°N=Z A MAXIMUM OF 1.0' AS BED CONDITIONS OW.
o-AO= CONTRACT UNIT PRICE PER TON 'STONE Waz = -o¢uo C.3
=u)Ao FOR EROSION CONTROL CLASS "B"' 4--=how
z5-oo-n J N. w H W z~I
o=oz SEDIMENT CONTROL STONE SHALL BE ° o PIPE npUo z o< NO. 5 OR NO. 57 STONE AND SHALL BE z FUTURE 48" CMP CULVERTS TO Oi
~AD PAID FOR AT THE CONTRACT UNIT PRICE A O 0 0 A w° 39' 20.0' (MIN.) BE PLACED IN PHASE It OF " W. ~4 GRADING AND EROSION CONTROL1 a
TEMP. FINISHED GRADE (POST-CULVERT I-j \ 4 CQ
oz PER TON "SEDIMENT CONTROL STONE". FLOW ° INSTALLATION PRE-ROAD GRADING) _ ® a ril w- Z N
TOP OF BERM SHALL BE A MINIMUM OF ° ° ° D W Pk
0 ONE FOOT BELOW THE SHOULDER OR cps Q -
0 DIVERSION POINT. p°~ 0 p a Lij Ex. GRADE ' EX. GRADE - - ez~
{~1 a h ep u I
A TOTAL SEDIMENT TRAP VOLUME OF 0 0 n 2 2 EX. GRADE
1800± CUBIC FEET PER ACRE OF H PROVIDE CLASS B RIP RAP LINER
ACROSS ENTIRETY OF CHANNEL W Z a d p
m z DISTURBED AREA SHOULD BE PROVIDED. 0 0_ ILL _ r_ SOME OF THE REQUIRED VOLUME MAY Q BOTTOM AND SLOPES
Z = BE PROVIDED BY UP OR DOWNSTREAM z - W O W NOTE: CONTRACTOR SHALL ENSURE THAT - W a 0.
m CONTROLS. Q MAXIMUM CHANNEL SLOPE IS 0.5% 14'8"Wx9'8"H ALUMINUM STRUCTURAL PLATE PIPE ARCH
~Z (BURIED 1.0' IN STREAM BED) `01,11,9YIIIII"
w Cnz °
° :E TEM] M PLAN TEMPORARY BYPASS CHANNEL CROSS SECTION - CULVERT F sCA
ao tars SEAL
~o oLJ 22286
Z~I-
STRUCTURAL STON ~
12" MIN 12" MIN usi 7- *NOTE: ALL OPEN CROSS PIPES IN NON-CAMA
> _TT 12" 2' MIN. \ w ® COUNTIES WILL BE BURIED 20% OF THEIR DIAMETER TO
-u 0 wCL A MAXIMUM OF 1.0' AS BED CONDITIONS ALLOW. ~ a
o P F
0 2 18" ROADWAY SHOULDER DIVERSION POINT ti IN. D FLOW_ Y U Q a z n
fn U I I\ 8' MIN..---j O 2 o g =O O O U ~ V
w ~ a 5 Z O
V a ~ U ~ Z
SEDIMENT CONTROL STON 36" PIPE MAX. i O z
SECTION A-A SHEET 9 OF t HEET 1 OF 1 17.0' 20.0' (MIN.)
- I_ TEMP. FINISHED GRADE (POST-CULVERT a a a
INSTALLATION PRE-ROAD GRADING) ;X. GRADE y. o a 0
2.0' t4A' MIN. EX. GRADE
oz
F 1L 1 r 1 EX. GRADE F \I
2 2 5.0.
TOP ELEV. OF CHANNEL ROW N w TEMPORARY LINER ALONG ENTIRE
LENGTH OF CHANNEL (CONTECH PROP. 54" CMP ;
\ /2 - CFB2 OR APPROVED EQUAL) U p~ EXISTING CHANNEL a a
py N
EXISTING SLOPE IMPERVIOUS SOIL VARIES 9 re
TEMF TEMPORARY BYPASS CHANNEL CROSS SECTION - CULVERT G W N o ~ ti
SIDE VIEW 1
S U w
NOTES: HEIGHT AND WIDTH DETERMINED BY ~x0
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED. W o p
KEY RIP RAP INTO THE DAM FOR STABILIZATION.
*NOTE: ALL OPEN CROSS PIPES IN NON-CAMA 00
COUNTIES WILL BE BURIED 20% OF THEIR DIAMETER TO
EXISTING SLOPE ALLOW. A MAXIMUM OF 1.0' AS BED CONDITIONS
VARIES
35.0' 20.0' (MIN.)
TEMP. FINISHED GRADE (POST-CULVERT
INSTALLATION PRE-ROAD GRADING)
-KEYED RIP RAP
- - Z EX. GRADE EX. GRADE Q oz
\ #5 WASHED STONE I
F E 2 2 EX. GRAD I
15.0' (f' _ ~~x ( ~~~jjjyyy
FRONT VIEW TEMPORARY LINER ALONG ENTIRE > W Z ra LENGTH OF CHANNEL (CONTECH PROP. TWIN 84" CMP O
CFB2 OR APPROVED EQUAL) f
IMPERVIOUS DIVERSION DAM EXISTING CHANNEL W UOU
N.T.S.
TEMP TEMPORARY BYPASS CHANNEL CROSS SECTION CULVERT Z W
ar
N v a
m 9 N
3
a m *NOTE: ALL OPEN CROSS PIPES IN NON-CAMA
m 6i COUNTIES WILL BE BURIED 20% OF THEIR DIAMETER TO H q
N A MAXIMUM OF 1.0' AS BED CONDITIONS ALLOW. t!? F
r O O ra rn
N N 17.0' 20.0' (MIN.)
rn TEMP. FINISHED GRADE (POST-CULVERT v
3 a INSTALLATION PRE-ROAD GRADING} ' "
O
6
a L EX. GRADE m 0 -EX. GRADE
rim
z V m 2 2 EX. GRADE -1
C A TEMPORARY LINER ALONG ENTIRE Fr
LENGTH OF CHANNEL (CONTECH PROP. 54" CMP
C d CFB2 OR APPROVED EQUAL) EXISTING CHANNEL
U PROJECT NO. NEW-05040
N m C A EnENAW.- NEW06050-DT
3 ,a
a c
TEM TEMPORARY BYPASS CHANNEL CROSS SECTION - CULVERT I DESIGNED BY: WZS
s N C ra't's DRAWN BY: REC SCALE: N.T.S.
U U 5
c m- J HATE: 03-05-2007
0 SHEET NU.
4 1 U-4
W Z
Z FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
a a`
X

Z
O O TOP OF FILL. TOP OF FILL TOP OF FILL O N LD V) Fri
O Q O.D TOP OF FlLL TOP OF iR1-
S~ QF¢ ~~z _D!"S U mooo z H IyJO Jp2.0 >0-FjmLJt GROUND LINE H GROUND UNE- H GROUND LANE
zU70~ _ zl, u DO'ei.-O (n L005E MA7EAIA1 Z SE MATERIAL OWN_ p OO_COZ mZ-1=p-1 .e L po-=_z
>0 Z'TLZ7~ Q ~ ~ OZ mz~ D ! MIN.20A. MIN.40.D. MIN. 20.D. OA. MIN.2 C m °HDII QZ OmZb~ QZ== O~D(7 ETT m~ua T- In o TAI rclne%' r~ tE In c rrrl c mcruau3u T. s r_ qr ~,n~ F-04WOC=,O
- 2 p~ O CRWND LANE QUwp~ =Tn;Up J m F_=1- I'D. 1110 W IZ3 O.D. m N Z '00'*i z J MIN. i/IO O.D.
=~ZAm QI~QW =U1A0-,~+ o rr d F =U7~T0 E (~111-~z-1 ZC O'*1 _ e Ns A U W 1• 1 4 0U'O_¢ T 1
2300-n 7PROP 0O Apo°w cA~~z _ =rrial_rl_,TI _ EARTH > O.D. m RO ul-m=ul=u wlOp l_m---r _r,- D_0
a z 01 F - (nom MIN. W _ncu~ WD O i/f00.D. 1/Y PER FWTE)'H - - - o. D. 0 try W Z I 0 Z O.D. + 4' BUT NOT LESS THAN 12• OD. + 4' AS DICK RECTED BY ENGR,
U-1 ~ EARIH U)ID l JU=rn- E%IST. PIPE . PIPE D o.o,
MIN. i/10 O.E D.D.+S MIN. t/100.0, b.. NORMAL EARTH FOUNDATION NOR MORE THAN z<' ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION
E E GROUND LANE EARM I PIPE IN TRENCH a CQ p ® w
- It PIPE IN TRENCH PIPE ABOVE GROUND -s TOP OF "LL z TOP OF FlLL - TOP OF FILL ____7 134
ITT m D ITT F O = C) L, f_ m o F- d W O G~ H MIN. 0.. H MN. 0. MIN. H MIN. O.D. u- Q 1[} O
z LL GD O [ GENERAL NOTES: C' Q - Q t- MIN, O.D. MIN. O.D. c~ J p (n Z I P. O O
r CD p N OU Z I METHOD B PIPE INSTALLATION SHALL BE USED ONLY WHERE CALLED FOR ON THE PLANS. Z <C Z „ GROUND LINE ? GROUND LINE E-+ LO I.D. Q
S E 3 O co I.D. - THE MAXIMUM HORIZONTAL INSIDE DIMENSION. O (n GROUND LINE I.D. ? i'D• MIN. 1/10 O.D. D_ Q m --I - s MIN. 1/10 O.D. < E-4 > .u _r a-u w ry, _w,~n _udndu _n _e n , _ O _ x
TI -I O.O. - THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION. D In < - H - THE FILL HEIGHT MEASURED VRTICAILY AT ANY POINT ALONG THE PIPE C v Q /11 ~.}ICI,I~/ •IIF_--11_11~1,I ~Illal mlll Ir 41 rr z it
D SIDE ELEVATION ? < m Z j --4 Q FROM THE TOP OF THE PIPE TO THE TIN' OF THE EMBANKMENT AT MAT POINT. C TO - 0O o.Db D ® 0 =m> O.D. m=rt=wlrl=ur~1- -'u~u-rt=m~u=ur_u-lu= O 'W JJJ~ MIN. 60. O.D. MIN. 6.6. Q O
w LLJ O O m .71 MIN. 1170 O.D. - OD• < CL ~~AS R DIREC'IED 13Y ENGR. 0 - ® .y Z O 0 1/2• PER FOOT OF H I w W z
O ELEVATION ¢ 0 m 0 ® SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: O BUT NOT LESS THAN 92' W = y]y
D E F F04465 z I3.1 m Z Q SELECT MATERIAL 'H' < I- Q Q CLASS 14 OVER 50 FEET F 2 D Z NOR MORE THAN 24 UNSUITABLE MATERIAL FOUNDATION L NORMAL EARTH FOUNDATION ROCK FOUNDATION O I- LI_ >
D 7J GENERAL N07E5: 12° 12" 92" D UT B b CLASS III OVER 40 FEET THROUGH 50 FEET. O PIPE ABOVE GROUND = `AVAUnIUFrrpA C- APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING V) ° AR
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE N4 12° 12" b cuss II OVER SD E4"f MRWCx AD FEET F- Z L PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS 12^ 12" T N r GENERAL NOTES: AS DIRECTED BY THE ENGINEER.
Z DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING r G) NOTE A MGNER CUSS SELECT MATERIAL, NOT TO EXCEED CUSS IV, MAY BE USED IN HESS OF CLASS It OR III. - G") EXISTING PIPES WITH PIPES WITH PIPES OF 12' 12" -n DIFFERENT MATERIALS. D CO CD O e~ • , e O Q I.D. ®TI1E MAXIMUM HORIZONTAL INSIDE DIMENSION. f /-JI APPROVED BACKFlLL OR SELECT BACKFIII MATERIAL WHEN 'H' IS GREATER THAN 30'. tv~~__rr??._II SELECT MATERIAL OF THE APPROPRIATE CLASS SHALL BE USED AS FOLLOWS: Z• °
12" 12" O Ld W _ Q 70 OM - THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION nERrr nl~p UNDISTURBED EARTH MATERIAL W W
.BOG THE PIPE COLLAR SHALL BE CONSTRUCTED,OF CLASS 'B" 12" 12" O t OR BETTER CONCRETE. 72' 12" z ® LOOSE COMPRESSIBLE MATERIAL ME BOTTOM THIRD OF THIS MATERIAL SHALL BE UNBAlED HAY OR STRAW THE REMAINING MATERIAL SHALL BE APPROVED OACKFILL PLACED IN A LOOSE UNCOMPACTET CONDITION. MEN 'H' IS LESS THAN 30' THE LOOSE MATERIAL AND NAY IS NOT REQUIRED. Z H THE FILL HEIGHT MEASURED VERTICALLY, AT ANY POINT ALONG THE PIPE SELECT MATERIAL :E SEAL _ OVER 50 R REQUIRED. FROM THE TOP OF THE PIPE TO THE TOP OF THE EMBANKMENT AT THAT POINT. CL CLASS ASS IVI OVER 40 FEET 7HROI H SD FEE( 2228
ALL REQUIREMENTS OF SECTION 840 OF THE STANDARD 12" 12" 1.0126 PREPARATION OF THE PIPE FOUNDATION AND BEDDING of ME PIPE SHALL BE W ACCORDANCE YAM METHOD 'A' INSTALLATION. BACKFltL CLASS II OVER 30 FEET THROUGH 40 FEET ,p ° 8• w° • ^ % ° s /l/ ~C! em THE CLASS OF SELECT MATERIAL TO BE USED FOR AN INDIVIDUAL PIPE INSTALLATION WILL
SPECIFICATIONS SHALL BE OBSERVED. 18" 18' N341761 MATERIAL SHALL THEN BE PUCE) TO THE WIDTH REWIRED BY THE DRAWING AND TO A DEPTH OVER ME PIPE EQUAL TO D. ME SACKFUL BE BASED ON THE MAXIMUM N' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS t NE;.•• V SELECT MATERIAL, NOT TO EXCEED CUSS IV. MAY BE USED IN UEU OF CLASS-11 OR PI. ??~"14 eta
° USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS 18" 18" MATERIAL ERECTLY 0441 THE PIPE SHALL THEN BE EXCAVATED AND ME TRENCH BACKFlLLED WITH MATERIAL DEPOSITED IN THE LOOSEST LESS THAN 12 INCH. 18" 18' POSSIBLE CONDITION. ME EMBANKMENT SHALL THEN BE COMPLETED IN ACCORDANCE RIM SECTION 235 OF THE SPECIFICATIONS. SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL F~ q
18" 18" HEAVY EQUIPMENT SHALL NOT OPERATE OYFA THE PIPE CULVERT UNTIL THE BALKFlLL, INCLUDING ME TRENCH Of LOOSE COMPRESSIBLE 40 Si HEET 1 OF 1 NEST 1 OF i MATERIAL HAS BEEN COMPLETED. SHEET 1 OF 1' HEEF 1 OF 1 PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'W IS 30 FEET OR LESS MEET 1 Of i AI?Afry O,E„1`T OPERATE 300.02 300.01 BEEEEN PROPERLY BACKFIFlLIED AND COVOVER MY PE CULVERT UNTL TH PIP TH ATRILEAST FEET OF APPROVED MATERIALHAS 300.01
HEEr 1 DF 1 840.72 300.02 0 z
8.72 'm0 20'-0" MIN. DRIVE PIPE OZ VAR VARIABLE FROM 12'-O" TO 16'-O° V VAR. zWQ o
y~po(n D -WIDTH L'-0p0_z F- -i -i 00~ Z z
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Z~'O OTL ~WW.p<L t-
n~Z PROPOSED PIPE Op,,D" o >an DRIVEWAY TYPICAL SECTION 'OUTSIDE DIAMETER Z ao & z
~Z k-- 0 w
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0 Gn USE AT LOCATIONS AS DIRECTED BY THE ENGINEER PLAN W Z
p n °T OC DITCH PROPOSED DRIVEWAY Z > to ~
Z ~ GENERAL NOTES: KNISH GRADE W O pa v
z: ALL. DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER - ® ErZa1 ENGINEERING JUDGEMENT MUST BE USED IN DETERMINING DRIVEWAY VqR PROP. PIPE SLOPE Vf Z
LOCATIONS, WIDTHS, AND PIPE LENGTHS. SCOPE NpR• peg
W FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES, § DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT,
PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING i DRIVEWAY WIDTHS. A
HEFT 2 OF 2 NOTE: HEEL 2 OF 2
31 0:1 O' 1. THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSED DITCH. SECTION X-X 310.10 aw Lo 1 co
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om0 p_B. p_B GENERAL Nines: oN g`G 1" DEPRESSION lc 5 2° WEm HOLES CLASS 8° CONCRETE TO SE USED THROUGH OUT Q} s~ z /1 3°_gz Y 3• OPTIONAL CONSTRUCTION - MONOLITHIC POUR, r KEYWAY, 02 QhQ N 1'-75 1-759 I/2' 6-4 43" NOTE: USE TYPE "E", "F" AND "G" GRATE - I< ~e.~'~
noOAN /4 BAR DOWELS AT 12' CENTER, AS DIRECTED BY ERE NINEEER. =~=Ej ;uL S~ WEEP Z 3 G9 O UNLESS OTHERWISE NOTED. N P~!l P ~EF. . "W
PLACED AS °D-N u_ Cu> 8 am o 2z
I TWO 2' AREffTO BE usn EnmR a~iE CONSTRUCTION m rw~rra SLAB. °~N=? '°Fp 04 5 II HI F FORMS 0-TIDOlTt % X IF REINFORCED CONCRETE PIPE IS SET' IN BASE SLAB OF BOY ~caiaD-u alz>" L 7 " ® G E eqC s~ ocD
T}~ ADD TO BASE AS SHOWN ON STANDARD MOO.. 4 ~O° at0 a , ~ ~.•.LI E QO O- QD°Q E~ F+- -..I a}.B" haa
~ E za-DO~ ^ A STONE DRAIN CONSISTING OF 1 CUBIC FOOT a NO. 78M STONE Z-1 Z5°00_q ® 0 ~n~ z`~ z'a+oQ " - N h+ - N Ne-u of U Q v2 w 2< SECTION LL SECTION __MM O N~ g-YA n - o~~ VI iC}
1- 3 n:Epuz WEEP SIN A BAG OF POROUS FABRIC STALL BE PINGED AT EACH 020LLOIpz nm~A N ® •N EPS DyA ALL DROP INLETS OVER 3'-8' IN DEPTH TO BE PROARDED WITH zFs {D C:=== Z m~ S D. MISS. ON QRTEAS STEPS SHALL BE IN ACCORDANCE WITH n-0 DI+Z SECTION G-G tl.l®® Z S D"'-A7 A A ALIGN FRAME WITH INSIDE I°1>-1 a O
I Y CY08 p yz e EDGE OF WALL TO ALLOW ~NO~ w ° Q O FOR VERTICAL ADJUSTMENT---'' 7. - P7 o 'f4 U d1
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LV-4llt f;81ANG 4 +4 PLAN 1'-41/2 F
PLAN . PLAN OF FRAME VAIN GRATE a FRAME REMOVED SHOWING POSITION OF BOLTS f-7 5/8' f-7 5/5' CAST IRON AME - ® SECTION • BE a ~ o ~ z-
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11 F 0 n /5 BAR Z Z W r D: ' N m u) 8• A 8° B° B B° 718' CIA. % 6 L0. WDGD Q (L (n FFI N . . Y ut ® °y~ .x-11
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r 0 DIMENSIONS AND DMAwnnES FOR DROP INLET O a ~ 0 3 -2„ 2'-2" m d DIMENSIONS OF BOX 8 PIPE G ~p OEWCRaIS FOR z U o A ~ 'I Z 73 PIPE SPAN WIDIN GIT IN BOX 6i ONE PIPE FLOOR a waLL CU. YDS. W 00 2IT$ 21 US KC ® CA OC, z (A O~ w® ~ °E a~ -F -
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COPING Ft f MIN. H DIM' Ra 4 V D A B h2 2'-13/4" a a Tr - 0.282 0.222 0.855 O.aS 0.024 DIMENSIONS FOR CHANNELS O 3'-1 3 4" N N ° R j33 C's 31.011 r494"
15° 0.N2G 1.021 3 O SEAL seCSx__KK # ke" a413" - i 22286
1 0.023 a 0.073 0.049 N0. 9ff IHIGIH miAl LF. '-N^ 2'-6° 24 0.058 D.028 2 4.1 4- z'-1IW
- 0.282 0122 1.207 O.OB2 0.127 2 J 41 2-0 B- SHEET I OF 2 8 SECTION AIR SHEET 1 OF 2 ~o~T~'• Mq° EET OF 7 HOOD ELEVATION 840.03 Oy •°t'.~,',1 Nw••
EET 1 OF 1 SHEET I OF! EEr OF- I SECTION E-E SECTION F-F 840.14 840.14 840.16 84 .16 846 03 Z os`A' os~(~~~ee+l~°~Z
z o INDIES m Qr
gv F y' ALL STEPS SHALL PROTRUDE a FROM INSIDE FACE OF STRUCTURE WAIL -I 0 Q S'z STEPS DIFFERING IN DIMENSIONS, HEVPROPOS DV OR SA AND HAS FROM THOSE SHOWN MAY ALSO BE THE ENGINEER FOR CONTRACTOR HAS FUNNISiED HAS FURNISHED 2$° 4Q
000 z ANCHOR ANCHOR zm3 17000 THE ENGINEER MTH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM 7 T1E ENGINEER FOR THE USE OF SUCH S7EPS SUCH STEPS. ¢ 1-e DETAIL SHOWING TYPES OF GRATES 2'-779a" Z =v 3!COOO USE ACCORDING TO WATER FLOW. "00v 6
>0 n GRATE AND FRAME ~0owca Dz~mN r m m LL~Q" ' 00 m SZ ITTITT ®¢.z(aZ o LaI cC
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PLAN ELEVSIDE ATION SIDE o ELEVATION 9 y" v a a
CONSTRUCTION CONSTRUCTION DETAIL SHOWING ANCHORAGE PLAN ELEVSIDE ATION SECTION B-B z ¢
UJULILIUMULULIULAILU. N - - - - z
OF FRAME FOR DROP INLET o 5 I o w a 9 z WATER FLOW SAO WATER FLOW o O q D2 21
NOTE: ° w - Z C DROP INLET TO BE CONSTRUCTED PO COINCIDE WITH NORMAL ° ~ Z F- 1 14?M 0 N r SECTION A-A 0 ED 0
~=CAST IRON CAST IRON %ST IRON R;
m = = OR SUPER ELEVATED SHOULDER OR PAVEMENT SLOPE. z d uJ D = In i-'o- ;0 0 n CONSTRUCTION IS TO INCLUDE ALL INCIDENTAL ANCHORS a W m m ELEVATION ELEVATION (aN TIT mm z v a ®A ~ Z•° TYPE TYPE nEN ..:.TYRE "C" TYPE - E a U
z p y NECESSARY TO COMPLETE THE WORK PROPERLY. SEE PLANS CONCRETE w 0 ~ m Z) Pn 1 9 RAISED FLOW ARROW
° G) o AND TYPICAL SECTIONS FOR SPECIFIC LOCATIONS. CONSTRUCTION o 0 0 (n z° ;u M Q 36' m o U z °y RAISED FLOW ARROW HIGH 2 r~ h, f/l G CC 13
< BAR ~o it 144° o GALD. OR BAR OR Q N o 140" HIGH wer ° 4 W 4 E"°
000 o 318" OR Z CO ° -"I Q OJ+' ALVD. Z O 1 1 Q . 0Yn W Z 11*z° 0 Q 04 S = Q ® z w H W \ y V N
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SIDE
cr) o 3 4L 10' _ W Q (n A iff: I^ _ a ~p~7N :IDE cJa Q D p o P D . I 9>348z" ? CC h~~ ® N n JATION W® Z® a 2'-1994 ° 17~" i~1'+ 2`-99$$rr n W U-
cn PLAN ELEVATION 1 N ° N
MASONRY ANCHOR CONCRETE ANCHOR REINFORCING STEE, 112" 11z"-Ih-j-76 / / r,9uz w ORCING STEEL ~I'~ U W N
3/8" DIA. BOLT WITH PLATE 3/8" DIA. SENT BAR FRAME AND GRATE INSTALLATION NOTE- 1 SECTION A-A W
FOR NORMAL CROWN AND ELEVATION NOT TOBE USED IN SED NER MANHOLES. TYPE - F SECTION A-A SHEET 2 OF 2 (J) 7.4
MEET 9 02 1 SUP L A S I S T+ + T SANITARY SEYait MANHOLES. OF i MEET 2 OF 2 TYPE G] 0 840.03 - k4
840.25 840.25 840.66 SEC ON A-A 0.66 840.03
OF CUNT ° m BACK FRAME ORATE MD Ngp N M$i MORTAR JOINTS I2' .l- IN' THICK. _ m o
O-a FN 10,19 x SEE SIU.MO.-80.OS ME / E CUSS "B" CONCRETE im l Q} C-1 !-TIIR ELEVATION ASE FORMS PoR CON4IABCTION OF OF THE NNE BOTTOM sm. ~p My S PANSI0 JOINT Q¢ a p®q 4'-8"~V Wes" ~/vuy/i~~ A
A- Za,3 U Yly y a2pa DEDUCT FOR PIPE(A} FAIN TOTAL W. YDS. OF MICK MASONRY, (n° Z OVA WALL WALL WALL JO= r m N Y Y SSE Y4 W4N OOWt9 Ar 12" CENTERS. MASONRY. }}~}t~y4.QI,I9~ ~'V"
rZ 6" WALL SOD. 2 mZ =-N A PROVIDE ALL CATCH WINE OVER S'•8" IN OEPW WIN "FPS 12" m ~D 00= H -I D ON CENTER* 119E STEPS WHICH COMPLY WITH SIR, INBOUND M0,66, ~O V STD LLJ N 0 "Fps 92" --10cp mQg -.4-4 N6 BARG "V' QQ a 1- ~ yZ MIND B4O.s5. ®o~a .y~I11 ]y III+--- CC= > 0 EQUAL SPACES
4' 4" QZ T =DID m m A USE TYPE 'E', "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. E INDICATES. h4U S S•Qqm ,y 3' 9" I i" 1" 0 ',C®p THE REQUIREWENTS cut" -n y CC77 - 2223D
Z~ a IMO REOIIREIENf9 = ZD 6" 84°~OW ° °wOS a A" e" z OFESFRCiIOl A/00 NNE 87 0.wC ~EC[FIER710N =N E0 N- ~'Wam tliH. IF REINFORCER CONCRETE PIPE IS SET IN WERM SUB OF BOX. AOD TO SUN ~ O'7 ,u. NMO < r4 D F- =UA 80F 80X, ASS T03LA8h(LOJaE Z~Q~O T Q~LLH~i 03 T_
AS Mm ON STD. ND. 840.00, OOLD-K -1 EOt A'.0"TIN HEIOIT OI TESB 118EA"WILL. OVER B'.0"1NI USE n=°r "u: ;u. ,`Yw}~.:aT:i ,.23':id"" ':~«d`:VS'.+.•Y . u V-0" IN NEIYiT. USE ®Q(0 OC -I R PU R ZoM XI TIE REWIRING 2 °D ?g ?g PLAN h
D DZ A, '~Z «X 'S' o n x D " yo:y a:2Y. Z !n D 12° HALL TO 8'A" TERM TC4 bF WALL AND N" MLL f0A THE AEWININ NIN9 D~ "c : MkINTITES TO BE AILRI9TFD ACCORDINGLY. A . S';' •«.0..1. Wp Z • CURBANOGUTIER VATH CATCH BASIN ON STEEP GRADES W°°
Ui0 *-L--I L L WO NZ CONSTAUGT WITH PLPE GROINS MATCHING. z p SECTION %"x CHAFFEE ALL EXPOSED CORNERS r'. v ° } ----TOP ELEVATION
~n a PELEVerIa m DnearNGNR TRSCUE. EXPANSION USE ON FLAT GRADES 24 AND UNDER Eq 'I
PART SECTION PART SECTION PART SECTION PART SECTION 6" WALL 6" WALL NTH 4' LIP A" WALL 8" WALL WITH 4" LIP ~ - i- -I- - - 0-GG I F11
_ _ _ FRWE OUTS AND HOOD -,TOP ELEVATION SEE STO.NO. 840.0.1 3TEPN • = NO. 840.65 -®~OEPRESSED (SITTER LINE S EXPANSION JOTNT 9 O"y_ ® y~°--;z; 0
TABLES OF QUANTITIES FOR PIPE SET IN PAD /MPA Sm. NO. 040.615 -ri C.Y. QUANTITIES U7 tl IN. A o .-TOP ELEVATION NIN. i
0 z PIPE "Y" WHEN L IS O ~ LLJ z ' - _ 6• A o z PLAN OF TOP SLAB SECTION S-S ELEVATION s ay
A 0 r D DIM DIM DIM IZ' 1b" ZO 0 " TIP Fri W 0 NORMAL CURBAND GUTTER ON UGHTGRNIES U.
~ In ED 14 y Z y LIT N co TOP ELEVATION NORYAL GUTTER LINE
~1 Z = 12" f-17/B' 0-7 7/8 0' 2" 0.005 0.007 0.008 0- 0 W Z _ a z D ( 0 ¢ N A N °a QECTIOM Y Yr Q ® F NT W-A $ m s m 4 N 8" E AB No RARE r M4 BAST " EXPANSION JOY a W
Q D NTH. D NTH. ,W 15" I'-3518' O'_9I/e° -z° 0.006 0.008 0.010 [n MIN ® I3 y e.. 1 USE ON GRADES OVER 24 - 1° p
G7 m O W 18• 15114. 0'-103/8' 0'-2" 0.007 0.010 0.012 0 m c p p Aviniia '
m D PART SECTION PA q W w n p a^N x. p CU O 24" 3/4' -01/8' 0'-3° 0.011 0,014 0.018 0 ® Q CSI Q EXPANSION JOINT 1 rT ° 6 M ®U/9 2 (a y _ ® R4 BARB "U" 1 O" \-DEPRESSED GUTTER LINE Q V.6
A OF END ELEVATION Z I- 4 9 O A" T SECTION J^J cf) M A 30" 2'-01/9° 1-73(4' P-31/2' 0.014 0.018 0.023 ltl -SEE NOTE ~ Y Is -5 w ELEVATION 00 Y A A
70 Z v QI tl unFJWIRTOx PiPElsusm SEE HUE C D Ni< 17 ~ q m D~ ~E wNnEOsrNPausm = N r m W N SECTION R-R D L NORMAL CURB AND GUTTER ON STEEP GRADES M 40 r /MW® Fi
36" 2'_}314'-5319' 0'_q° 0017 0.023 0.025 = Z dC N Z RI9Eq M. NIEREOO'T030'PFEISSSEO z U1 0 Q 2 H Q ~ GzY YINIMAR 011018106 AND OWRi7uN FOR STICK CATCH iABex(BA9f® a YIN. IWI6YT, N. N/7T1 Y5 . OSmc. J m W
0 fJ 1 E V-" C-5 O025 o.o3o 0,0,38 J m Z D[tlEN970N9 OF BOX AND PIPE TOP SLAY CU.Y09 CONC. IN BOX BRYCK MASONRY OEOUCTIOIB p Z Q PIPE SPAN THEIR WIDTH SPAN YIN. xEIBHT OY01NI'm BARS-U 8AR8•V BMB•N TOTAL TO' SUTTON TOTAL Y1RYP. '2 PIPE Z U
m 0 42 2 M 0 cif 5/E 1'-8 3/47 0'-53/4 0,028 0.038 0047 0 0 A I B 3 M II _ B Ul ° 1O 48" Y-10 / " w A W Oa 0 A D C 0 N E F NO. LENGTH W. LENODI N0. LENGTH BEAR SLAB CONCH IN N4I5 C.Y. R.C. W ' " 131-01121.2"1 2'-B" 0.281 0.281 0.089 1.186 0.020 0.°43 12 0.031 O. di7
18' 3'-6" 2'-2'r 3.0^ °.281 0.261 °.88.9 1.244 1 11 15" 3'.0" 2'-2" 9'-0" 0.201 0.287 I.m 1.324 O.0 0.008 V
54" S'-21/8" 1'-101/2' 0'-61/4" 0.035 0,047 0.058 __1 GENERAL NOTES: 24" 3.-0. 2r,2" 3.8• 0.251 0.281 1.204 1.485 O.WB 0.121 90 31•0° 2'•2" 4'-3" =V2 4'-4" 4 •e" 3 - 4'-1" 9 46 D.14T 0.374 0.521 1.000 2.211 0.122 O.,84
THIS STANDARD SHALL BE USED WITH ALL DRAINAGE STRUCTURES 60" 3'-55/8' 2'-D 1/4" 6-8 3/4" 0.042 0.056 0.071 38" 3'-0° 2'-2" 9'•10" 4 -9 i'•8" A'-A" 4 -0" 4 5 d0 0.187 0.418 0.002 1.914 2.618 0.178 0.281 21 1
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB. vxFUE41'TOO•NPEW USED n 66" S-9" 2'-21/4' 0'-71/4" 0.050 0.067 0.084 42° 3'_0° 2'-2" 4'•8" B4 1'-6" 3'-B" 4 11-9" 3 3'-3" 3 3'-3' 3B U-195 0.919 U.B00 2.182 2.660 0.240 0.971 ~--1 40" WWII- 214" 5'-0" 3'-6" 4 2'•8" 4 9'•3" 3 9-3 Al 0.173 0.410 0.509 2.416 2.°08 ,1-:4% 4d
N EET 1 OF 1 SHEET 1 OF 1 ET T oP 2 DEUIIL SNOWING METHOD 0112' 2-3314 D'-731x" 0059 o.me 0 098 840.00 $40.01 OF RISFA OONSTAUCTION PLAN PIdN SHEET 7 OF 2 ET 22 OF2 64" 3'•0' 2'-2" 5'•T" B-3° 2'•7" 3`•8" 4 U-0 6 3-3 9 3'-3" 4T 0211 0.418 0.058 2.500 3.406 O. SAB 0.8YB STREET 2 OF .2
N 840.00 m 840 a ®1 840.01 RISEN HAS .321 CUBIC YARDS OF SHIM W9UNRY PER FOOT RETORT 840.0q 8
NOTE: >?t
p 1. OWNER MAY ELECT TO SELECTIVELY INSTALL PRECAST CONCRETE CATCH V
H BASINS, DROP INLETS, AND JUNCTION BOXES AS PER NCDOT STANDARD
O N V DETAILS 840.02, 840.14, AND 840.31 IN LIEU OF BRICK STRUCTURES.
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m m
M. Z NOTES: QQ ~i
noaoer~mla 15 O w ~OQ~15 W1, (FT. p O' THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING = "00U
WAFEf a1Mm~ R]0" I.SE'16N9. EIrQ In Z STANDARDS: 838.21, 838.27, 838.33 AND 838.39. LL J n. °'1 Z
~A m P MT G) 0 DO G) DO > ° INSTALL PRECAST ENDWALLS WITH WINDS AND PAY 0Y0YQ~~15= .~JE. xm>gm FOR IN
' E ~-AN"a•a'Lm ils'aexuea wrl mk'axmnam°^, nm. n^ ln• A& ~ "x.aa.al waE t,y.mnm 1.O" USE ACPSICORDCONCRETEANCE SPECIFICATION SECTION 03B. 2U 0~ ==cnoo m.-n PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 F-=F^"ZLU
ddd vnruan t G)150H a FOR OWE 60 AND WELDED WIRE FABRIC CONFORMING 031-Iy0 J r H°mnue n A %--\Y - TO ASTM AIRS WITH 2" MIN. CLEARANCE. p0y~
A PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z ( "g°`N•° ~H ~L H2 H2 OSHA STANDARD 1926.704. 1-a
b e~~ a 1 " v B' I\ n n=- 150 C CS/RCP PIPE TO BE GROUTED aNTO HEADWALL AT JOB SITE BY • W ® Z N 1 H1 H1 I CONTRACTOR O f~m~7
R f " I I m -Ff. Al A4 ~I LA I F J M ~ f AY',f 1---- ALL ELEMENTS PRECAST TO MEET ASTM CO1S.
T NDDN NGLT W n I IY 1- I Igpa mn fum'aa SmlE Dxmn f1®®N, ®®1.T - \ J~ - - - _ WELDED WIRE FABRIC MAY Be SUBSTITUTED FOR REBAR • Q P^Oa AS LONG AS THE SAME AREA OF STEEL IS PROVIDED. 4
L,,f,~ ~ r ~ '.~-L nr r.m' ms. umm rm nwty im Y.O'4AR. Ym mR m%n 9m B0.1m (^q~ma swat mE wos" lw u CHAMFER ALL CORNERS i" OR HAVE A RADIUS OF 1". H Z o' en;. Axe Tia' cYrosoaxv Lc?"' '0' CAA. YI. 14R 9I..Ta aNLL
l ,~a.ya'a'%" ` E$YIM^wn>e'nm_ mm~is+~,ya•,~Fp, m®mmnq mamrt msAUla 'm-is %-a•x~a. _ mm. IM auvxanam'mn. Max L.-A .m lm mnn A,. N Amn %.Am -In• A Vln .n.c man Ma Mn Aml m n mfJA6M an Yn nc MM' 111A. o^ u CA .A e" D.C. (TYP.) ren~DR'LT'°^m Mm "n \L-pEFERCTO CHANT Sir F~- REFEfl TO CHART
END ELEVATION END, OF, WING SECTION MA nn •.In FM MavMmm. END_EMEVAT.1 N F011 ALL, ENpYA1.L5 AND nnm rar u Acmvmce cm O FOR BAR SIZE n.tss ru av.v^mmw. y m FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE N5 BARS
E E f N 9 z ELEVATION AT 8" CT9.THE CONTRACTS R WYLL HAVE THE OPTION J 2 m G) SIDE, 70 INCREASE THIS BAR SIZE AS NEEDED. 4 a '1~/1 4
4 I
ro CO _ ENDWALL DIMENSIONS w M ~J ~5 z z N
M1' tl I A- [YN ~ng~ f*' Aa 11M OF MAYENW. FOR ON&ENDBE.ILL q e.my GNR BNDW'IfL ®Z W2 (FT.) FT. MINIMUM MIN.(MAX. MIN/MAX MIN IMAX.) MIN (MAX. MIN./MAX. p W a W p q
_,a$'meMGel'mL. IXPE imR amRS m-& 3m m: Two -tip- _kYL Yva d e5141 amrs c = D PIPE PIA. BAR 6IZE H1 (FT.) I H2(FT) D (FT) 1 W1 W2 ® N a Q'i O O ..L _ _ , pG R
A N 111 ~ °I x''Yir 'T m #5 0 8" 1.25/2.00 2.00/Z.75 1.25/1.75 3.00/3.75 - 5 50/6.00 Q V o H
i mi. m e n^a uv ° w"rz A= ® I I 1p, 1 .25 #5 @ all j 1 25/2 00 : 3_00/3 76 1.25/2.00 3.50/3.75 _ 6 .5016.75 .Z' E-4 U C4' x
]s I I H M A .T. 4.50 XS @ a" j 1.2612.00 3 00/4.,25 1.60/2.50 , 3.50/3.7S _ 8 50/8 75 N V e W C.D O . _ ..._DO 15 N z
4.. nl nY mnn 1P, $ y E e da 4y~ ~ XI 1 ] 1 ""R 18 ll ° DR H z 2.0 #5 @ B" Ii 50/2 50 14 l4 75 1.75/2 50 i 4.00/4.25 7.50/8.25 a 9 : Z yZj D _ 2.5 W5 @ 8" 12 5013.50 14 00/6.00 2.00/3.00 i 4.60/5.50 10,00/11.50 f=ii y w CA
l E U V y 0.. p 3.0 05 @ 8" 3.00/3.50 ( 5.0016.00 2,75/3.50 5.2515.75 11.50/11.75 _J Q 0 Z W ® ~ a 3A .m: o 'N 15, cy z CA
PLAN u ' • r, f PLAN x u4 315 46 @ d" 3.25(4.50 , 8.00!8.75 3.2513,50 6.04/6.75 12.00113.25 Z w roo DO PLAN 4.0 45 @ 8" 1 3,5014.60 , 8 6017 06 3.25/3.50 6 50/8 76 73 00/13 2S W 11 19 on
y a' " r ° 4 5 05 @ 6" 4.00/5.00 j 6 5018 50 3 25/4 00 7.00/9.25 13.5011 5 75 Ma. `11gg111111(Jm~mJ
14 v _ 3.0` a_. a ~ n Vtp, 6.0 #5 @ 8" j 4.60/5.00 j7 0018 50 3.25/4.00 7.25/9.25 13 75116 75 aa' CAR
al n a ,:a ' n a ly it 5.5 #6 @ 8" 4.50/5.00 7.50/8.50 3.25/4.00 I 7.25/9.25 14.00116,75 4 ,MAL',
:IE rv° m , 6.0 #5 @ 8" j 4.5015,00 7501850 4.00 7.75/9.25 14.76/16.76 SHEET 1 OF i _
mtertE msxi I!3' uns s Iml= DER
NOTES: )p a o' 888.80 838.80 22286 lo %
eIr I ALL MY.,[IE N m DA.Y' "R' N N ALL mlwmcm 41m SWIl aF MIWIf.WUR m. Ik 1 7" a t • F1'G I NEEQ r" ~ is 0 Do Im BOTTOM s SPA W FILL o
4b ue m[w=w mML Auu to aamecn mm. mum 4 snmw m Millman¢ 'c M[no: BANS N"N7•N2 s.. es of mleme. ua ammmllva elan'. la Z.-A P-iD A(I 2 4YA. O i'-9° SPR. A~ 2-N2. 2-N3. 2-N4 a} • + °i,~,q ' am°
33 MIMaR'.WIX! Me sa amw m nrc. •aC mm. n. >K amlmm. Wmrnol eui RMrmmu uM n e - I _ A~ o o R 9 6 SPA. 0 6' FAa z-Ht.1-x ¢ 1-4 ~J.
mGYap6i mFN,nIW HL(WIm M11E IX11aU1 iA 9NERM IIERfp IMem. A 11E ApAIXI]mIp V1L E Ym" oWm minmmmmno¢ wM . N m2Z D to OF sFgam4c FAC ~3-141, t-H H2 SPA. 011-4° I,_pamZ f°etremmneg`t`Co ZW~ FILL F6L FACE O
r •T N1 FYPomm aW,:1M n8'a m G4MFem 1'. II a a' V A. =Qbnm - o P 4° N 1-Y9, 1-V11-V4 qZ== ~n 22
7Ma mm k!I a' atMLlul mulm Pvu m pupa In wt a aun mll~ma p'Wl ML EE a'MNE KKW. fIm LIXE. m i1• ^1'A°~flXl =mmc) UQWU, 7W' N4 Q OW z AIL OF REINFORCED Z=_uc) 7 V4 wF= ZJ 3 F
ua HAIM& xA mmgNmQ' w mx n.uo=rMlmxr ar _ LI - DETAIL OF REINFORCED 'ELE9IT;O,N_OF 1RING ImxTM.STxm 0lAlunam. •ar .L=;' CONCRETE ENORALL FOR OT OUa CRETE ENDRALL FOR n~:OZ Esap:c
SNOYIING BARS _N-N7 ON" DIAMETER PIPE • Oo- AEINORCAIENT RARE Z•Zi•Z2 - METER PIPE - 90° sm D> 51 ZOO= z o
O T4 ZS v dp La o Z -5 SPA. O V 2-H4 a T4 ® U
a° 2-1412-N4 WING ELEVATION z
Z-4 II/T PLAN SEE 59D. DWG. &76.46 FOR CENBLLL NMES. m z v
TAPER DETAIL BILL OF MATERIAL FOR E7IWAIL
RE1NF. STEEL 1 PIPE J 8 g
® Z It i• 1 BAR SIZE LENGTH NO. off Q 3 N w Z 2- Y 2- B9 44 1 5-6 4 15 0 i Lu Vj
In x ® 2-NI O 6° FILL FAQ FILL FACE FILL FACE -21 S G? 44 1 4! 07 1 B8-S" 4 12 (n
2 33 U' Z ® 0 0 Z C7 2 1-W SIR. FACE LLJ 0 m » °N°~. °V°o t' -B° H9 64 1 5°-6' 10 37 Z O
M Q -Ni N 2--2 + PPE NOT •N• H2 #4 1 3'-8' 4 9 Or
C7 Z tp ° 3° 4NAIN5 SHOWN °z° T4 N1 J4 1 7'-11° 4 29 0 LL! W Q.' ~L en
iv ROYe LINE 12° N3 64 1 W-8' 4 15 m C3 a
o n v T4 4 Na 64 1 4'-9° 4 13 Q Z
t+1 X a 6'-°'[' T1 64 11 -10 6 47 z U d'
I --A m A CO1ST. ® gt 6-~ TS O 4° e° T4 5'-3' 6 21 U SECTION - AA T5 44 1 2-634 57 M a W
®m z ELEVATION SECTION - BB W 60, 1 W-9' 2 8= U z `
Z 0 V2 4-10° 2 6 N fY 1~1 !y N c/) 0 m 0 z 9 z z zi YV3 44 V-1 2 5
4 Z 3 11s 2 4 U o~ W
D 3i I I _1 22 5-0 21 3°-11° 8 16 W Z® a n
Ir- R b 1~ b Zi z-r 22 3-6 4 9 ® a
Nt 4'-fl° 010 ° » e° xH. Z3 3 -1 4 8 N m H2 2'211' t°°-tom 7777 ~
"H" BARS "N" BARS "Z" BARS "W. W. & or DAR O DMONS RBNF 6hB LK 354 U
EET 2 OF 2 ARE OW TO OUT. CON. O.S. CU. YDS 5.2 SHEET 2 of 2 .r W
838.21 838.21 ~
~z0
w 00 A to
0
NOTE: WRAP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN zng
FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NOTE:_ WRAP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN
WRAP BASIN TO CONFORM TO NATURAL STREAM CHANNEL TOP OF RIPRAP IN NOTE NATURAL CHANNEL BOTTOM AT SEC. A-A. FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN c~/
FLOOR OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN NOTE NATURAL CHANNEL BOTTOM AT SEC. A-A. W
NATURAL CHANNEL BOTTOM AT SEC. A-A. NOTE
DISSIPATER POOL APRON
54"0 CAMP 10.1' 4.5' DISSIPATER POOL APRON
SEC. A-A NATURAL CHANNEL 60"0 CM 12.2' DISSIPATER POOL APRON
SEC. A-A NATURAL CHANNEL TOP OF RIPRAP 84'0 CMP 28.8' 14.4' U O
TOP OF RIPRAP SEC. A-A NATURAL CHANNEL 8
J1 'FOP OF RIPRAP
go %
47' 1 2
z 1 U
INV2.13' 2.88'
71.0') 2.13' ' 3,84' (BU2.13 THICKENED OR SLOPING BERM AS REQUIRED 2.88' , TO SUPPORT RIP RAP INV. = 438.55 3.84' .88'
SECTION TOE OPTIONAL -CONSTRUCT SEC. B-6 2'13 (BURIED 1.0') 2'88 THICKENED OR SLOPING BERM AS REQUIRED IF DOWNSTREAM CHANNEL EXCAVATE TO THIS LINE, SECTION TOE OPTIONAL - CONSTRUCT 888' TO SUPPORT RIP RAP TIRED TI NV. = 487.97 2.88'
IP RAP 2.88' BERM AS REQUIRED BURIED 1.0') TH'CKENED OR SLOPING Z. -SECTION TOE OPTIONAL - CONSTRUCT SE 2,88' TO SUPPORT RIP RAP
NCGOT CLASS "1" DEGRADATION IS ANTICIPATED. BACKFILL WITH RIP RAP IF DOWNSTREAM CHANNEL SEC' B-B EXCAVATE TO THIS LINE, RIP-RAP dso= 10" NCDOT CLASS "2" DEGRADATION IS ANTICIPATED BACKFILL WITH RIP RAP C. B-B IF DOWNSTREAM CHANNEL EXCAVATE TO THIS LINE, 16
RIP-RAP d50= 14" NCDOT CLASS "2" DEGRADATION IS ANTICIPATED. BACKFILL WITH RIP RAP i
RIP-RAP d50= 14"
a1 4d
- 2 9
.89 C 8 A ® A 0~/6~
1 z.. BERM AS REQUIRED 47 D NOTE vs
pRPp TO SUPPORT RIP RAP D BERM NOTE AS REQUIRED F TO SUPPORT RIP RAP IUIRED 2 88
P 0 50 RIPRa 2.13' BERM AS REQUIRED RIP RAP D NOTE
SEC. C-C EXCAVATE TO THIS LINE, tOp Of »sTO SUPPORT RIP RAP ' v ' N 2.88'
h BACKFLL NTH RIP RAP SEC. C-C 2'88' N L,p4paQF WP'~R ' EXCAVATE TO THIS LINE, SEC. C-C EXCAVATE TO THIS LINE,
GE 9E N EO
N APPRDE wAR BACKFILL WITH RIP RAP RIP P 27" zpcE N PppRO)OWA.~g BACKFILL WITH RIP RAP
NO SHOWN 1 800E PROJECT N0. NEW-05'5040
RIP P 42"
CULVERT 201 HORIZONTAL >-t ~SYMM ABOUT NO HOWN 311 r---< 3011 ,I NO SHOWN 371 i~DS~E: NEW06050-DT 2:1 DESIGNED BY: WZS
~Q BERM AS REQUIRED CULVERT 2:1 HORIZONTAL SYMM ABOUT
.1 _ I TO SUPPORT RIP RAP BERM AS REQUIRED CULVERT 2:1 HORIZONTAL SYMM ABOUT
D HALF PLAN 11 `A SEC. D-D2.13 288 TO SUPPORT RIP RAP REQUIRED DRAWN BY: REC BERM AS
ID HALF PLAN SEC. D-D `P C TO SUPPORT RIP RAP SCALE: N.T.S. kD DATE: LJAe c n( AAI nz_n~_nnm
CULVERT 'I' - RIPRAP ENERGY BASIN Mlu' f LNIV SEC. D-D Vvl
N.T.S. CULVERT 'G' - RIPRAP ENERGY BASIN steer NO.
CULVERT 'H' - RIPRAP ENERGY BASIN
N.T.S. N.T.S.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS

FIOTDEST
AILS AND SPECIFICATIONS SHOWN ON THIS SHEET ~C
R GENERAL COl~ilpaIANCEICONC~EPTUAL PURPOSES ~
112,-6" N \ ONLY. PRIOR TO FABRICATION, u HE SITE CONTRACTOR
SHALL COORDINATE WITH THE PIPE MANUFACTURER FOR V
FINAL NCPE SEALED SHOP DRAWINGS FOR REVIEW AND a
APPROVAL TO BE USED IN CONSTRUCTION. PQ z i z
2e THE FINAL STRUCTURAL DESIGN OF ICG;IIC ALUMINUM CULVERT Z CQ
HEADWALL AND E NDWALL, CULVERT SUBG ° D E SUPPORT w w P.
BEDDING AND SPECIFICATIONS, AND BACKFILL z z
SPECIFICATIONS IS BY OTHERS, AND SMALL BE OBTAINED I g Q
FROM THE FINAL SIGNED AND SEALED SHOP DRAWINGS ~ 0 i'
ISSUED BY THE MANUFACTURER. THE DESIGN ENGINEER C-+ U w U o !C) w
GALVANIZED STEEL ANCHOR RODS W/ DEADMAN ANCHOR "lb ASSUMES NO LIABILITY WITH RESPECT( TO ANY DESIGN D ~
12'-6" LONG (TYPICAL ON ALL WING WALLS/HEADWALLS EXCEPT WHERE NOTED)
SEE DETAIL 5, THIS SHEET 5' MP. ALL WING-WALLS) COMPONENT OTHER THAN THE HYDRAULIC CALCULATIONS zw ww
0• ASSOCIASI ED WITH THE POPE SIZES SHOWN. ° N \A C neeees
FLOW CAR ~rBPO
ADDITIONAL BACKFILL NOTES'
I SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION 31 52 °
ARE KEY FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. S. 01
Q THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND Y ~v •~~0°

z FOREIGN MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO OfgppJl°°`` I~ CREATE VOIDS. BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR
MATERIAL THAT MEETS THE REQUIREMENTS OF AASHTO M-145 FOR SOIL
I CLASSIFICATIONS A-1, A-2, A-3. BACKFILL MUST BE REPLACED
a 1i SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 6" LOOSE LIFTS.
nzo roe EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY PER F~E. 12 " AASHTO T-99.
is m
A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT F
M I 99 0 0 u ~ I's c ~5 0 SOIL MIGRATION.
DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER)
SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN
AND TO THE FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE vi
LLL-l 'Ili CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE INCREASED TO
HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS. (LARGER THAN D-4) 5 m m
HEADWALLS/WINGWALL TO BE BACKFILLED W/ STONE Q
WHERE TIE-BACK RODS ARE LOCATED w
I e
® n moo, a a N
MINIMUM COVER READ FOR 4OW CAF =12 INCISES; MAXIMUM COVER ALLOWED ~ 57 FEET (HS20 LOADING) OMNG)
MINIMUM COVER READ FOR 11,V°-8°' -T ALSF FIFE ARCM = 3 FEET; MAXIMUM COVEN ALLOWED =15 FEES' (HS20 LOADING) W c n
0
0 GALVANIZED STEEL ANCHOR RODS W/ DEADMAN ANCHOR N
(TYP. AT (4) LOCATIONS ON EACH HEADWALL - 9'-6" LONG EA.) SEE DETAIL 6, THIS SHAT
PO AN VIEW OF CULVERT GRID HEADWALLSMINGWALLS
_ 3'-0" MINIMUM COVER REQ'D 0z
O NTS FOR HIGHWAY TRAFFIC LOADING 14 CONTACT MFG. FOR CROSSING CULVERT it»
14'-8` 3' 46" 2' WITH NON-HIGHWAY TYPE EQUIP. w 2' 48" 3' 10 A
00
MOTE:
PRIOR TO FABRICATION, THE PIPE MANUFACTURER SHALL
BACKFlLL TIEBACK ROD AREAS W/ STONE (HEADWALLS/WINGWALLS) SUPPLY PIS DOPE SEALED SHOP DRAWINGS FOR REVIEW .}.y. •l` t• C{7. ,,~i i4•L` r+° X't ,.5y' ~+.a:qu:.::~g: } (:s .s7.i.v :r,; .N. sr r, ..•r t:,. ,,e.. ~,s •{n4:}.~:.K°1:•a~,. s•. `t.l: y7 t ••L•`u°• iY.rh a~' 4%•.! >•:f' cFt•-. 5°'+Y'.: ,+:f° }:p io-3.f:t y'""~ •1fr at'ar.,5'.'°:..r.•{ ,.,.5 •a ,'LJ .-,;..aan,s s..:p orr:.> nt" s a,}'v
k' iF. r'°'?,N 'i'+`y}'~d K'N~ a1 ~r~ri,Y ~'l2:J~..+ t:Tr f:6lzr>i{'L:~:?s`.~ , =i. t~'-Ri d • wy.y. n ~:d::
AND APPROVAL TO BE USED IN CONSTRUCTION ;?.,'xy~ v d,,;;r:fh~'?< e3~.3y;.•~:y,R;xeF• ;M•".FL° ROAD BASE OR SIMILAR MATERIAL (ABC) 5e •6'!¢ ^ ~t$••:}+~~: ^vi.. 161, ~syP:~,.6,r^i ( »
x..,,° µ4F°yYh~. ° •r TO 18 OVER CROWN OF ALL PIPES)
5'-9" '-r. s~ r w. fryal
_ N 14'-8"x9°-a"
ALUMINUM STRUCTURAL PLATE
v N 5' PIPE ARCH (.150" THICKNESS) #57 OR #78 STONE (SELF COMPACTING) H
~ 48"0 48"0 12" a
12" MIN. OR AS REQ'D Big W x
14'-8"x9'-8" N FOR FOR STABLE FOUNDATION
M ALUMINUM STRUCTURAL PLATE
N PIPE ARCH (.150" THICKNESS)
I A U8
LIMITS OF SELECT BACKFILL UU u~
TOP CAP N 1~S Q''
16'-Ow CORNER PANELS g,_O" 31 -6" ALUMINUM STRUCTUI NER PANELS U U
MINUM STRUCTURAL PLATE 0.15" THK. y
AS REO'D 3/4"0 ANCHOR ROD TYP. __r HEADWALL CAP ~q W
12°-6» HEADWALL PANELS ALUMINUM STRUCTURAL PLATE
MIN. ® MIN. CENTER PANEL = 0.15" THK. 9" WALE BEAM CORNER PANELS = 0.15" THK. long
L 12'-6"_ ~ ELE~9~1TjON INLET LL®OKINr- ICI D®ST-R DIR EC-TI(DN1 e
3/4.0 ANCHOR ROD >14
o NTS WALE BEA
DEADMAN ANCHOR WALE NUT ANCHOR ROD
W-35" WALE NUT DEADMAN A 6'-3" ALUMINUM STRUCTURAL (1'-B" x 2 4-3/4") 0.15( UM STRUCTURAL PLATE ALUMINUM RIB ATTACHMENT Aftlift 4-3/4") 0.150" THK. PIECE P40 >
3/4" BOLT
" WALE BEAM--,, 12'-6"® ® 3/400 ANCHOR ROD TYP. n 1 MIN. {{{,u00011I M MIN. n°
j WALE NUT MIN.
48"" CORRUGATED ALUMINUM PIPE
48"0 48"4 ~ Efil 3"x1 ° CORRUGATION, 12 GA. AND
DEAI)MAN DRUCTUR ANCHOR _l 14'-8"x9'-B° ALUMINUM STRUCTURAL
dUM STRUCTURAL PLATE PLATE PIPE ARCH
n ALUMINUM STRUCTURAL PLATE ALUMINUM STRUCTURA 00 PIPE ARCH (J50' THICKNESS) co (1'-8" x 2 4-3/4") 0.15
: NEW06050-DT
BY: JVF/JMH
Y: JVF/JMH
t EDRAWN NO. NEW-05040
N.T.S.
SECTION WINGWAL [IEADW LIEAD~ALL
~I/~I~p ~~~~p 06-21-2007
l 1 rN\ n,rc~ r~nI~Illl /lli\~i II° IIE/rlll/J VW/ALL ANCG~OR A tl ACN (D oO PI°'G 0. w A
u~) uN
iET EA
ADAMS
NTS FINAL DRAWING -NOT RELEASED FOR CONSTRUCTION

STRUCTURES - GENERAL NOTES RIPRAP APRON
1. STONE FOR "BOULDER (3'X2'X2')% STONE FOR 48" PIPE LENGTH = 13' ® ELEV 423.34 ~q
EROSION CONTROL CLASS II, ALL OTHER STONE SHALL INVERT OUT = 427.62
EXISTING STREAM CONSIST OF BLASTED STONE OR OTHER STONE RIPRAP DISSIPATOR POOL
CROSS-SECTION APPROVED BY THE ENGINEER. THE STONE SHALL BE SOUND, TOUGH, DENSE, RESISTANT TO THE ACTION OF PIPE ARCH LENGTH = 39' 0 ELEV 422.75 BOULDER CROSS-VANE (SEE DETAILS) V
AIR AND WATER. AND SUITABLE IN ALL OTHER RESPECTS FOR THE PURPOSE INTENDED. INVERT OUT = 422.34 (BURIED 1-FOOT) P4 0
435 2. WHILE NO SPECIFIC GRADATION IS REQUIRED, THE VARIOUS SIZES OF THE STONE SHALL BE EQUALLY 426 u W M•~ 'z I
DISTRIBUTED WITHIN THE REQUIRED SIZE RANGE. THE SIZE OF AN INDIVIDUAL STONE PARTICLE WILL BE
Q~ p © z 424
F _ DETERMINED BY MEASURING ITS LONG DIMENSION. CONSTRUCTION NOTES
430 3. ALL STRUCTURES MUST BE INSTALLED PER THE a
INSTRUCTION OF THE ENGINEER. A TRENCH SHALL BE _ z N
® ° SE`'ALUMINU DUG IN SUCH A MANNER THAT THE FOOTER ROCKS, GWRA o THE CROSS ROCKS AND AT LEAST 1/3 OF THE WING ~l « d ICJ O
ROCKS ARE BURIED BENEATH THE BED SURFACE ELEVATION. REFER TO THE PLAN SHEETS FOR EXACT w sl
425 INSTALLATION GUIDE AND LOCATIONS OF ROCK CROSS r, ®~T~
VANES TO BE INSTALLED. AN EXCAVATOR, WITH A ° - BUCKET THAT CONTAINS A HYDRAULIC THUMB, SHALL VI E-~ H~° U
BE USED TO PLACE ROCKS WITH THE SUPERVISION OF THE ENGINEER. ~ W ~ O c*J
} Z
4, FOOTER ROCKS SHALL BE HAND SELECTED FROM TIE TO EXISTING STREAM W 424 p CHANNEL z w ® ~
4200 5 10 15 20 25 30 35 40 45 50 STONE STOCKPILE SUPPLIED BY CONTRACTOR FROM THE QUARRY, OR OTHER APPROVED SOURCE. FOOTER
ROCKS SHALL BE APPROXIMATELY 36' X 24' X 24' p
US INV = 428.69 US INV = 428__64 WITH THE MINIMUM DIMENSION BEING 16" ALONG ANY AXIS. 426 o~lpunnuggqq
= 4 5. FOOTER ROCKS SHALL BE PLACED FIRST WITH 39 13' ee~,41 CARp~
(BURIED 1.0-FT) ROCKS PLACED ON TOP PRIOR TO ANY BACK FILLING
OF THE TRENCH. IN THE CENTER, OR CROSS, ypp PORTION OF THE CHANNEL, THE ROCKS SHALL BE 428 'Q~ \141VH((
48" FLOODPLAIN CULVERT r ~ 1
CULVERT F Tlw - UPS AM FACE CR ON ® G LYiI PLACED SUCH THAT THE TOP OF THE ROCK IS AT AN tJL 1 6s ELEVATION EQUAL TO THE PROPOSED BED ELEVATION. THE ROCK ARM ALONG THE SIDE, OR WING, PORTION INVERT OUT = 427.65 " 45(2
SHALL BE PLACED IN SUCH A MANNER AS THEY eve
SLOPE UP FROM BED ELEVATION, AT THE CROSS PORTION, TO THE BANK AT APPROXIMATELY A 20% °1 ~~4fY • F s e °q'11111111111111`
SLOPE AND MEET THE BANK AT APPROXIMATELY A 20-DEGREE ANGLE.
C GE PQQL DI FATOR - PLO MW NOT TO SCALE
6. THE STRUCTURE SHALL BE CONSTRUCTED SUCH THAT THERE ARE NO GAPS BETWEEN THE ROCKS.
EXISTING STREAM HAND PLACED CLASS it STONE SHALL BE PLACED IN CROSS-SECTION AND AROUND STRUCTURE WHERE DIRECTED BY THE ENGINEER TO REDUCE VOIDS BETWEEN ROCKS AND
BOULDERS. FOOTER ROCKS AND THE BOULDER AT DISSIPATOR POOL APRON U
BOTH BANKS SHALL BE "TIED' IN SECURELY TO THE BANK IN SUCH A WAY THAT ELIMINATES THE 39 FT. 13 FT.
435 POSSIBILITY OF WATER DIVERTING AROUND THEM. A EL. = 423.34 EL = 423.34 EL. = 423.34
ROCK SILL SHALL BE CONSTRUCTED PERPENDICULAR AR FROM THE STREAMBANK FOR A WIDTH APPROXIMATELY ARCH CULVERT = 3.84 FT. EXISTING TOP OF BANK a 422.75 PIPE(S) MUST BE BURIED 2.88 FT. VANE 8
2 TIMES THE AVERAGE BOULDER LENGTH 1-FOOT BELOW GRADE CROSS APPROXIMATE WATER ELEVATION g
(APPROXIMATELY 4 TO 6 FEET) WHERE THE ' STRUCTURE TIES INTO THE STREAM BANK. A TRENCH NATURAL CHANNEL ni
430 SHALL BE DUG SUCH THAT THE TOPS OF THE SILL 15 a a
1 °8" SPAN X 9'-8" - ROCKS ARE BELOW THE BANKFULL ELEVATION. _ N. KEY-IN - - III®UNDISIUR~D~ 8
RISE ALUMI UM 7. ROCKS LESS THAN 16" ALONG ANY DIMENSION OR 6 IN. KEY-IN I810Z. N~N-WOVEI~I ( BASIN MEAN ROCK SIZE = 7 INCHES I I®I I III-III®I (I EARTH 1 (I=) I I-I i I-
ROCKS NOT ACCEPTABLE FOR USE IN OTHER STRUCTURES MAY E UTILIZED IN CONSTRUCTION OF OIEXII CROSS VANE MEAN ROCK SIZE = 18 INCHES W a
ROCKS AS APPROVED BY THE ENGINEER. THE SILL =1 ~~=1 I~ i l l Ti,'=-rrl=Trr-m=rn-III-I i 1=I 11=I ~ I=III= I I=III-III--III ~ Q
425 THE SILL AND TO FILL IN GAPS BETWEEN HEADER - TRENCH SHALL BE BACK-FILLED WITH SOIL AFTER THE
_ ROCKS HAVE BEEN PLACED. VEGETATION TRANSPLANTS SHALL BE PLACED ALONG THE CHANNEL
BANK AROUND THE STRUCTURE AS DETAILED IN THE U`
PLANS MINOR MODIFICATIONS TO THE STRUCTURE MAY BE NECESSARY AFTER WATER HAS BEEN CULVERT F ZATOR NOT TO SCALE h-B
4200 5 10 5 20 25 35 40 45 50 RETURNED TO THE CHANNEL FILTER FABRIC MALL BE a N
PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE AS SHOWN IN THE PLANS.
DS INV = 427.65 B. ONCE THE EXCAVATION OF A STRUCTURE HAS DS INV = 427.62 DS INV = 422.34 BEGUN, THE STRUCTURE WILL BE COMPLETED BY THE W ~ O FILTER FABRIC SPECIFICATIONS n
(BURIED 1.0-F1') END OF THE WORK DAY. ALL EQUIPMENT SHALL BE REMOVED FROM THE AREA AT THE END OF EACH tip~ N M
WORKDAY. as
CATEGORY TEST METHOD GPECIFIED VALUE U .v0
F DOWN FACE CR =6 ON G DO M T AM -TRE
CUL
CLASS B RIP-RAP, CHOKED WITH P CHOKED WI1N NO. 57 STONE FABRIC TYPE N/A 8 OZ/YD2 NONWOVEN NEEDLE PUNCHED GEOTEXTILE Z
TENSILE STRENGTH ASTM D-4632 205 LBS w
PLACE NON-WOVEN INVERT ~W 1 A NON-WOVEN 8 OZ. US205NW OR EQUAL P.4
GEOTEXNLE UNDER TOP OF STRUCTURE MAX. ELEV = 426,00 ALL ROCK PLACED IN FLOW GEOTEXTILE
SCOUR POOL AREA OF 1P° TRAPEZOIDAL TEAR ASTM D-4533 80 LBS O
NOTES; CROSS VANE
1. ROCK VANES TO BE LOCATED AS SHOWN ON r ( COMP TED FILL BOULDER FLOW RATE ASTM D-4491 80 GAL/MIN/SF
THE HALL 2. EACHNLEG OF THE CROSS VANE SHALL HAVE A Lr SI PLAOCED AT OR BE -I I I I_II -I o
~o
LENGTH THAT SPANS UP TO ONE-THIRD OF THE " BELOW TOP OF BANK. I I=I BASE-FLOW CHANNEL WITH A SLOPE OF 22 ACCEPTANCE CRITERIA FOR BOULDERS AND CLASS II III-III 0 I Q ROLL SIZE N/A 15 FT (W) X 300 FT (L)
PERCENT AS APPROVED BY THE ENGINEER DURING ) 00 \ oO
CONSTRUCTION. 1 REQUIRED STONE SIZES - - -1 I-I I =-I I I- -III=III Z O
3. ALL CROSS VANES SHALL INCLUDE ~ --111 =I I I=I I _ =1 i 1=i i -Iii-??
NON-WOOVEN US205NW OR EQUAL GEOTEXTLE ON BY Y ``C A 12' CLASS MINIMUM AVERAGE MAXIMUM - -III-I -III-III III-I FILTER FABIG rL.~
THE UPSTREAM SIDE OF THE ENTIRE STRUCTURE 20 L) III= 1= I °I PLACED A MIN. OF 2FT BELOW THE TOP III-1 I -1I I UNDISTURBED EARTH 1. FILTER FABRIC MATERIAL OR GEOTEXTILE MATERIAL SHALL BE 8-OZ. NONWOVEN FABRIC. SPECIFICALLY IT a
ELEVATION OF THE ROCK. o 44 OR rf NON-WOVEN 8 OZ. BOULDER 20 36 AS APPROVED SHALL BE THE PRODUCT IDENTIFIED AS US205NW (8 WWW
4. BOULDER SIZES MAY VARY, BASED ON THE ROCK o J~^~ US205NW OR 36" X 24" X 24" BY ENGINEER OZ. NON-WOVEN) SUPPLIED BY US FABRICS INC., W Z
AVAILABLE, WITH THE APPROVAL OF THE ENGINEER. EQUAL GEOTEXTILE 6' MIN. 6' MIN. CINCINNATI, OH [phone], OR AN EQUIVALENT
5. BOULDER (3'X2'X2') OF APPROXIMATE DIMENSION II 9 14 23 NON-WOVEN B OZ. US205NW GEOTEXTILE MAY BE PRODUCT MEETING THE SPECIFICATIONS OUTLINED THE / PROVIDED BY US FABRICS 513-271-6000 TABLE -FILTER FABRIC SPECIFICATIONS.- 5 9 ~
36' X 24" X 24" SHALL BE INDIVIDUALLY PICKED FOR ROCK. =
USE AS SPECIFIED IN THE PLANS. BOULDERS SHALL ELEV = 423.34 A IN THE SAE 5 I 55, BE RELATIVY FLAT ON A' 2. THE CONTRACTOR SHALL PLACE FILTER FABRIC IN U8 LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED t~ A BY THE ENGINEER. ALL FILTER FABRIC SHALL BE U1
DIMENSION, , PREFERABLY THE LO GDDIMENSION. ANY A A' OF BANK PLACED TO FORM AN IN-STREAM STRUCTURE, OR r1
BOULDERS LARGER THAN 44 INCHES OR LESS THAN _F TOP Of BANK CHANNEL LINING IN ACCORDANCE WITH THE PLANS py a NEATLY AND UNIFORMLY WITH AN EVEN SURFACE AND W Lai
DISCRETION 20 INCHES MAY BE REJECTED OR ACCEPTED AT THE OF THE ENGIN. CONTRACTORS F I CENTER OF CHANNEL SHALL MEET THE APPROVAL OF THE ENGINEER. ROCK CROSS VANE - GENERAL NOTES U
ROW 1.0 URGED TO ACQUIRE STO EWITH APPROXIMATE ARE DIMENSIONS THAT FIT BETWEEN THE MAXIMUM AND
AVERAGE BOULDER STONE SIZES. FLOW 3. THIS STRUCTURE SERVES TO MAINTAIN THE INTEGRITY OF THE UPSTREAM RIFFLE WHILE PROMOTING rr
6. THE CONTRACTOR SHALL PLACE STONE, IN SCOURING IN THE DOWNSTREAM POOL A ROCK CROSS
LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, TO THE THICKNESS, WIDTHS, AND /~y9 VANE IS PRIMARILY USED FOR GRADE CONTROL AND
LENGTHS AS SHOWN ON THE PLANS OR DIRECTED BY BO ER CR UNDISTURBED EARTH STREAMBANK PROTECTION. E1 Lo CCC~~~
THE ENGINEER. ALL STONE SHALL BE PLACED TO NOT TO SCALE o UNDISTURBED EARTH FORM AN EROSION CONTROL DEVICE, AN IN-STREAM 4. THE DESIGN SHAPE IS ROUGHLY THAT OF THE i MIER "U- WITH THE APEX LOCATED ON THE py
STRUCTURE, OR CHANNEL LINING IN ACCORDANCE WITH ,yam e UPSTREAM SIDE BETWEEN THE END OF THE POOL AND I~' y ~
THE PLANS AND WITH AN SURFACE AND ES ALL MEET (THEE APPROVAL OF THE NON-WOVEN B OZ. US205NW OR EQUAL THE BEGINNING OF THE RIFFLE. FOOTER ROCKS ARE ~d GEOTEXTILE PLACED IN THE CHANNEL BOTTOM FOR STABILITY.
ENGINEER. ROCKS ARE THEN PLACED ON TOP OF THESE FOOTER `j
ROCKS IN THE MIDDLE OF THE CHANNEL, OR CROSS PORTION, AT THE ELEVATION LISTED ON THE PLAN
EXISITING GRADE 427.53 INV = 423.34 EXIS171NG GRADE = 426.57 = SHEETS.
5. THE ROCKS ON THE SIDE OR WING PORTION SHALL s BE PLACED IN SUCH A MANNER AS THEY SLOPE UP F+
430 I FROM THE BED ELEVATION AT THE CROSS PORTION,
B TO THE BANK AT APPROXIMATELY A 22% SLOPE AND 040
INVERT TOP OF E TOP OF BANK MEET THE BANK AT APPROXIMATELY A 20-DEGREE ANGLE THE WING ROCKS SHALL BE "TED° SECURELY
J INTO THE BANK IN SUCH A WAY THAT ELIMINATES THE
425 -o INVERT ~ FLOW ( l'J SIDE OF CHANNEL POSSIBILITY OF WATER DIVERTING AROUND THEM. WATER FLOWING DOWNSTREAM IS FORCED OVER THESE
ROCK ARMS TOWARDS THE MIDDLE OF THE CHANNEL
ON EITHER SIDE OF THE STRUCTURE, EFFECTIVELY d PROJECT NO- NEW-05040 SCOURING OUT A POOL BELOW.
420 6. THE ROCK PLACED AT THE APEX, OR CROSS PITENAM NEW 50-DT PORTION, HOLDS BACK STREAMBED MATERIAL AND
UNDISTURBED EARTH UNDISTURBED EARTH PREVENT IT FROM WASHING DOWNSTREAM. A ROCK DESIGNED BY: ~VF~JMH SILL IS CONSTRUCTED PERPENDICULAR TO THE
CHANNEL TO PREVENT THE STREAM FROM CUTTING DRAWN Rr. JVF/JMH
AROUND THE STRUCTURE IN HIGH FLOWS. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF SOME: AS SHOWN
THE ROCKS AND BOULDERS TO MINIMIZE THE
4150 5 10 15 20 25 30 35 40 45 50 POTENTIAL OF WATER CUTTING UNDER THE STRUCTURE. DATE: 06-21-2007 FILTER FABRIC SHALL ALSO BE PLACED UNDER THE
~...r .inn.. ~ r crvm Io onnl 111urnmTFl Y .,...,.,m
® KUUKL inn. rv.cm .nc .avvv omuca
CR F r, vow BO ER CR A al]DE VIM DOWNSTREAM OF THE STRUCTURE.
NOT TO SGALE
p~~ NOT IV SCI [Il MCADAMS
CULVERT P` - CR ANE STRUM Vim. FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
1 a~

=ND D @38.80 r STD $38.60
gl If t ~l t ° LT. 1.50' LT. /
1?: y +t t { 1, STREAMBED) i AT STREAMBED)
_ 1;1 r Iy 1 10 EX 1'µ I $ E i' , 11 NOTE: CONTRACTOR SHALL FIELD VERIFY DEPTH AND HORIZONTAL LOCATION OF DRIVEWAY I, EXISTING WATER MAIN PRIOR TO STARLING ~Y PARl11' FIRE HYDRANT ASSEMBLY (TYP.) /
d>DH` 11 WATERLINE CONSTRUCTION. Grp'? R~~G 1W UTILITY EASEMENT / w
FIRE HYDRANT GREG 60' P. " 18+00 /
ASSEMBLY (TYP,) 12" GV&B v 1 /
t 1 17+00 n 195.9g• `2•T0.00 1-No \x
12 4'x10' UTILITY tY W~~,.•m~" STA, 12+95.81 ' / /EASEMENT sD5ada3w r 1, t s 1 G" " W L TEE 16+00 244-26
( I + ~ STA. 12+85.68 12 G.V.
EX. UNDERGROUND , t 1 1, " G ~1 1 12° W/L TEE 1~ ` ' TELEPHONE LINE s (1 (2)12" G.V. 5+00
EX. FIRE HYDRANT 1 ~
(TO BE RELOCATED tt ^''y P 1 1, 1 EXISTING STUB AND y, 4_21b'58
~ODD.o E'; i +1 'y PLUGGED) 4'x10" UTILITY 14+00 i Y 2
EASEMENT CULVERT 12"x12" TAPPING VARIABLE WIDTH N
69 LF 54" CMP SLEEVE & VALVE PUBLIC UTILITY FIRE HYDRANT (D ~ 6 /xg w e s`~O O t 1. Vx S 00 r
STA +00 r (PIPE BURIED t0') v+ `4 EASEMENT ASSEMBLY (TYP.) . 11+67.89 n
HEADWALL, NCDOT STD 838.80 .80 t w
EX. WATER METER ~F ~1 + 1 1 1 ti IMBED) v / C~1
INV. OUT=555.00 STA. 17+43.74, 34.03' RT GP, 12" W +60 r n INV OUT=528,00 (AT STREAMBED) ~r~, ,1 ~,~„rl--, -1 1 . f- t2 i r t ~ TRUE INV=527.00
iA `!.`t{t' 1. 1~,-• 5'~ 5/00' 68 LF 16" RCP IP RAP ENERGY DISSIPATOR DISSIPATOR
v, 1 1 + ` i STA. 10+87.89 EX. STONE WALL 6 3.03% 15'Lx16'W (NCDOT CLASS i, SEE CLASS 1, SEE hoJ 0 2 /
y~ `4 1 f ` 30 q+OD, INV. IN=557,00 SHEET D-7 FOR THICKNESS) THICKNESS) c too - /
RELATION OF WATER MAINS TO SEWERS
~~~0{/Y 1 1 1 y 1600 TAP r " i A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FT.
r `.ry0 00'f I 4^61, LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT jY ..50.00 ti.
~~~A~ F i' OFAOE t, ~,.i SI 11 y 'i. y A 10 FT. LATERAL SEPARATION, IN WHICH CASE: t
fit'; 50.0 ( " 1 M 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE '«r~ i.%; I 't 1+' I 1, PLUG 12 WATERLINE 1 a WATER MAIN AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER, OR h~J=0J~ t wi
O. j}B t 5' STUBOUTS AT R/W LINE y
EX. TELEPHONE PEDESTAL t` 't t MAINTAIN 40" COVER y G 11 G2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER NTH THE WATER MAIN LOCATED --:_.,:bC-STONE WALLS-.- ' (TO BE RELOCATED) ` 1 tt THROUGHOUT 1 N AT ONE SLOE ON A BENCH OF UNDISTURBED EARTH, AND THE ELEVATION OF THE BOTTOM OF
i+^> THE WATER MAIN AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER.
j~ 1 1 + j 1 f i" k B. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS 10'x70' SIGHT o W OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
1 n TRIANGLE (tYP) tI 1 l + N WATER MAIN IS AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR
~ y S 1 ` i 11 p.1 i O t BARRIERS PREVENT AN 18 IN. VERTICAL SEPARATION - IN MICH CASE BOTH THE WATER MAIN AND
:,..f 1 lhl 11,, 1 , I 4 S 1 y 1^ t i SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND NTH JOINTS THAT ARE EQUIVALENT TO I OLD UTILITY POLEJ N tt WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE POINT OF CROSSING.
(UNUSED) i tt 112 1 E - S C. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
kk ` l t 11 } 111 1,M-^'`~ Y 4 6 t CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
1 i , 4y + 1 t t l I 1, l FERROUS MATERIALS AND NTH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
EXISi1NG PAVEMENT T +I j 11 1 CENTERED AT THE POINT OF CROSSING. (36' WIDE f) + s TA ..,-d I . al4 4 +
4, • 1 ~ ! 1~ 1 11 t ~ 1 4 1, D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN. WHENEVER IT IS NECESSARY FOR A 1 SEWER LINE TO CROSS A STORM DRAIN PIPE THE SEWER LINE SHALL BE LAID AT SUCH AN GRAPHIC SCALE
ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE OUTSIDE OF THE STORM DRAIN 40 0 20 40 80
PIPE SHALL MAINTAIN A 12 IN. CLEAR SEPARATION DISTANCE, OR THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR
AT LEAST 5 FT. ON EITHER SIDE OF THE CROSSING. 1 inch 40 ft.
Ai 80 560 560
580 -
T-j
- -
2 EE,
i
_ _ _._..e.~...r. ..--•--+--a.... ~._.._,_,.....w....___..;.._v,..._...~._., 4• . F. .h ..a....i,..,,_ ,.,..»_;.a 1'-y`•-__3Q;$$.'.-',-_ =re/4.V .;._.._.J..._..L._._.h- _._.-,_._..t.....,._...-._..ti..._..,'.__....t..__-_,.._...J,._..._._I.._..._1~..>... E._._,. -._._.........,...._....3._...®~{_. _ _ _.....r-F~"__T__._ __......,._.._......,.m,.ti
- ;
EX. p
550
, ; , ,...-6 ....,a.,.,~;m., .,.~.r.,Mv.°..:p:p.m.„..,:,,.._»~.;........_....,a.,.,..,,..,,~.,......... ...ate,-..,~ . ,.{.......,q.,:..,,...,.»em .,K.« ,.....,,..e».,.
wn 570 ' ..nraa x ` ly
n - 540
x
560 -
,
• t
zzz~
,
530
3 550 ,~,°.a
- -
_
as -x.,~_ ~ _ _ ...r
Nom- 5 20
3 f f..,.,a...«.a.a.. o.,,..u,..: .,.»y..w.:«..an„c:'r,...,....,....,m, a...,,.,.y~ .,.....»:....e ..N emu m.,. .N...~ ...,`Z-•,-`:--1 „...,.,m' .,....,,.,..,o..»,. _..M. Q nr a . w .._....4... . m... -u,. ~..nz.., a•urvw A .w,J....ne.. W..:..~....n„a4ee.£.:~.» '.v. .rt..-....e . :.,.m..., ,,e ,......,...w ...4.,,....~' a.,E ! M Ol 1t6 k f tN C4
N yn N a; -4wu coi 1~ n co N rb N1 w {M. ice,.. (v) i,l'? a0 0 ~o
w ;co 540, - LO ~LID iu !Lo u) flri t~ ~ i{l/? ~ f
t V N tD u} ~+q V1 SN tun Y1 N h N Ica _ _ _
+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
3 10+100, 1..1+00 12+00 , u. w..13. , m..s.,..- ~T..,,,r M . ,x...,.., n 'v M, , x! M,. .T.. ..M ,.m
0 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
° a PROXECT NO. 83iEET NO.
OWNER: THE JOHN R. McADAS a+ian[pr•r NEW-05040
EILENA E: 6REV PER FINAL NCDOT COMMENTS 09'21'67 NNP-BRLAR / EL, L.L.C. NEW06050-P1
PLAN & ILE GREAT g ° ell R I A 7l A ISO
J DESIGNED BY: RCA A RN PFR Nf.D6T DYUFNiS 06-13-07 M12114 A p ® 9/ 1,q[' ['An COMPANY. IN C. V.15' OS/ _
o VVVV aaaa a.a aa.avaauiu aov S _ ° 4 °v SEAL/ ' °i ORAAN BY.
g REV PER MANN'S ROAD SURVEY os-n-o7 S 201 ENGINEERS/PLANNERS/SURVEYORS i 22286 SRW E PAl 4 BORIZ. SCALE: s~ GRFAT w 2 REV PER NCOOT AND COUNTY COMMENTS 05-03-07 DURHAM, NORTH LAR®l 2713 : ~i~ °•,(N Q.;v 1 = 40' ROADWAY & IN iVlL:`-"'Hj"1'' WATERLINE G PARKWAY, STA. 10+00 1'HRU STA. 22+00
U.S. HVVY. 15®501 & lYILALVAY S CHAPEL ROAD PRINT DATE:
z RESEARCH TRIANGLE PARK, NC ;oy~.NGINFE:° vEEZ, scacE: 1" = 4 1 RESPONSE To COUNTY COMMENTS 04-26-07 PHONE: [phone] BAMWIN & WILLIAMS TOWNSHIPS, CHATHAM COUNTY. NORTH CAROLINA
FAX: [phone] 361-5000 DATE: 03-05-2007
z P.O. BOX 14005 ZIP 27709-4005 ,~e< J E SPy?~.`° REVISIONS DATE v
2 a
x

i
1 FIRE HYDRANT
1 ASSEMBLY (TYP.)
1 -
1 4'x10' UTILITY
1 EASEMENT (TYP.)
1 ~ AIR RELEASE VALVE MANHOLE 0. IN ( 30+00 L=1 5.09' 31+00 WWW~ w 1
ay 1 N (STA. 27+19.01) -
03 1 PROPERTY v 12 V&B ` - v
n t'•i I Try
y~ 1 LINE 29+p0 n ^1 ° r®`~®p pp N N ---._,-o®m w 32 053/37
Ilk 2e+ m v 146830 n f~ /+y
_ 2 °®1 RELATION OF
WATER MAINS TO SEWERS
W 1 STA. 25+03.60, 37.37 LT GgEAT%UgJ1C R~~ zt+OO A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER a
4'x10' UTILITY INV. OUT=539.00 6 MAINS SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS
1 EASEMENT (TYP.) w PREVENT A 10 FT. LATERAL SEPARATION, IN WHICH CASE:
Of FIRE HYDRANT I' P t2 p g414A's A`•'? 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
ASSEMBLY (TYP.) / ® xs+o soa& .ss ® . ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER, OR
~y 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
rrV SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
cQ l BENCH OF UNDISTURBED EARTH, AND THE ELEVATION OF THE 11 , BOTTOM OF THE WATER MAIN AT LEAST 18 IN. ABOVE THE
11 , TOP OF THE SEWER.
1 O 80 LF 24° RCP p+CO 0 250% I1 , J B. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE 11 I WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
Go A6 11 , BOTTOM OF THE WATER MAIN IS AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18 IN. VERTICAL SEPARATION - IN WHICH CASE BOTH THE 1111 WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
STA. 24+88.10, 38.49' RT 1 MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
MAIN DISTANCE OF 10 FT. ON EACH SIDE OF 1\` ®t e STANDARDS THE POINT OF CROSSING.
PIP 00 INV. OUT=537.00 j PREFORMED SCOUR °a
HOLE LEVEL SPREADER ®yV C. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS t1 , NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH
APRON PROPERTY I THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF t FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER
03 LINE MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF
V 1 x THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. V
® D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN.
1 , WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A
STORM DRAIN PIPE THE SEWER LINE SHALL BE LAID AT SUCH AN 11 ® ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO
f THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 IN. CLEAR SEPARATION DISTANCE, OR THE SEWER LINE SHALL BE
0 CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER
GRAPHIC SCALE CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FT. ON EITHER
40 0 20 40 80 SIDE OF THE CROSSING.
mommow
I inch = 40 ft.
560 540 w> 540•<,.
pfPTpIN ri: LI.T'CY"~-riTP4'•N-t 560 r., w. . ,..,:,m .r• v.,.:... -.vF•. ]....+vn cn-mmm'e .xvrzn ,.,ewv,,.n,wmmea,..zvnv++, - wm+,,:asrm,~ v~:.•w,.w.+„m., s. f.•n+. wN:. wx,x>, .m_v:vy.,.u -
- - - i

- 530
. 550
``-EXfl atNfr---GE~AD_
•
•
T
1 520 . r,.,;.,.. .,r.._.,. ....,..A m w: <•.1~ >r, .m...ti. ,imp
540 ~•m,. „'.M a~
+
__I--

-
510
r r-
- r -

I EEi
500
n,~..4.. k,......s...,.e d,.:.,r.~,...>u:.s:..a.~•...P.. ~u.~.x ,.,~.ha ..<,.,...~,..r..,,..e , ....,.::s.,...._ ,a,w,.m_.
520 CO DD CO ~00 !00 'CO ico 1,q 0 u) Io
Q WiM p~Op ~M 190 awl (o M o n.,.: IN tp !VI f Ian n r iM y
t 1v kkyi a r a do a J U'~N :,,,,,...,.,.,,.~,....-..,..,..,,..«..,p.,:,,,.,.«..,,.,:I,,,,,,.,......,.~...~.~.~,.e...,..~.:.~.,,.«.:......,>.a.~a.,.,~,..»...~ .....................~,..,.,,....,.kv.<m.,M...~,«.,...»..m..,....».....:,., m,....~.,,t,~.,:. . ~.a..;, Ito to to Lo In Lo
rn Q,...,,..- 29+00 30+00 31+00 32+00 33+00
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
0 I PROJECT NO. NEW-05040 S1IEEf NO.
OWNER: THE JOHN R. McADAMS OusQ~i FMNAME:
NNP-BRLAR CHAPEL, L.L.C. NEW06050-Pt F PLAN & FILE GREAT r%lm PARKWAY
>cA 7iT T W ®!1®T% lmm-mu CnMPANY. INC, RCA 177 E
N JDATE rnAJVdLL rviieuasAavnasLRESEARCH SEALnRawRar: SRW
6 REV PEx nuac NCWT couuEN s S 201 PLANNERS/SURVEYORS 22286 2 REV PER NcooT nao cwu Y cORUEU s DURHAM, NORTH CAROLINA 27713 RORIZ. 9CALR: pv~r/~ ~y~ ~v~ 1118 py~ S~a/~A~ 33+1 y0 V pg Y15-501 M/~ ~yy] ~gN ION yy AZ S e TA6 22+00 U.S. a S CHAEL ROAD PRINT DATE:
GE i- 1ViLG1L CS1Yl A.l
RIANGLE PARK, NC anRT.scue: 1" 40' G T G PA BALDWIN & MULIAMS TOWNSHIPS, CHATHAM COUNTY NORTH CAROLINA
1 RESPONSE To COUNTY COMMENTS PHONE: [phone] ZIP 27709-4005 4
REVISIONS FAX [phone] RAC` 03-05-2007
0
L X

% C83A FES1 CB7 F RELATION OF WATER MAINS TO SEWERS
f / / r' RIP RAP ENERGY DISSIPATOR PERENNIAL ff „ ` STA.2000 =498,00 T CSTA.=509.1 5 37+74,72 A. 44Lx49'W (NCDOT CLASS CLASS "2 2, ~ STREAM / 507 INV. IN=503.9p CB8 % SEE SHEET D-7 FOR r' ? IFtv:' OUT=5.35 STA 36+65.00 INV. OUT=503.00 ) A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING OR PROPOSED SEWERS,
OUT=503.25 T/C=507.25 l0 (CB8) UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FT. LATERAL SEPARATION, IN WHICH CASE: 5.00 _ ? N'
< < / ~f f n THICKNESS) f F INV. IN=502.45 (CB3) C88 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER-MAIN 'A1`~~LEASTF 18 IN. ABOVE THE TOP OF THE a" rt SEWER, OR w, ? `
71 SS 0/F X INV. OUT01.70 (C67) TC SgL05 MAIN LOCATED AT ONE SIDE ON A BENCH`1OF UNDISTURBED EARTH, AND 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH .-THE-•WA9ER
w (SEE SHEET P=9) A G INV. M=507.55 (CB9) 55 (CB9) THE ELEVATION OF THE BOTTOM OF THE WATER MAIN-AF-LEAST 18 IN. ABOVE THE TOP OF THE SEWER. i
HEADWALL INV. IN 504.70 (DI10) STA. / STA. 3546(52, SEE 58.34" DETAILLT. 50' CHATHAM COUNTY , 36+72.06 / aA, f , / 70 (DI10) 4,J Q° - _B•- -CROSSING °-A °WATER"MAIR OVER A SEWER. WH NEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT
STUB OUT ONE JOINT OF STREAM BUFFER T/C-50735_ ,.wjNY.• Q ~.4,JR ._...._._,._B, " " e If 8 W/L BEYOND G.V. FOR INV OUT-488.91 (AT STREAMBED), , INV. IN=503.50 (C64) CBS SUCH; AN ELEVATION THAT THE BOTTOM OF ll E WATER MAIN IS AT LEAST 18 IN. ABOVE THE TOP OF THE SEWER, UNLESS LOCALICONDITIONS OR BARRIERS t
f I•,1~ /Nj' FUTURE CONNECTION TRUE INV. O~~T=487.99 (PIPE INV.) f " II INV. OUT=50340 ~ STA. 40+68.92 x / \ ' . C84 T/C-514 75 32 PREVENT AN 18 IN. VERTICAL SEPARATION I WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH 't JOINTS THAT ARE EQUIVALENT TO WATER MAINI STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE POINT OF CROSSING c
505.50 INV. OUT 0 / T/C=508.55 , INV. OUT=811.25 9.25 C. CROSSING A WATER MAIN UNDER A SEWER. WH NEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE;. WATER MAIN AND THE
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE
W J r y r j I INV.=5.35 (CB5)I DI10 E' UTILITY / PREFORMED SCOUR I NV. OUT =504.25 r EASEMENT NT (T (TYP.) HOLE LEVEL SPREADER i ( STA. 38+85.72 EAS 12 OF TOE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. ;
' I ( Y r / / f \ , CBS ) T/G=509.00 SSMH 298 FIRE HYDRANT APRON 7 r r' r / ` / r LEVEL SPREADER T/C=608.55 I. =5.30 {CB71} D, ASSEMBLY (TYP.) 40 LF 30 (CB11) D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN. WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE THE SEWER LINE 30" STANDARD CURB 5.05 SHALL; BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST '70 THE OUTSIDE OF THE STORM DRAIN PIPE, SHALL MAINTAIN A 12 AND GUTTER\ (TYP)
INV. IN=504.70 (CB6) I INV. OUT =505.05 INV. IN PIPE 15' RCP ®2.50% STA. 33+43.05 1Y INV. OUT=504.60 JB2A = 506.00 j 12"x8" WA TEE CB6 STA. 36+66.40 IN. CLEAR SEPARATION DISTANCE, OR THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON
12" G.V. /'G'` INV. OUT 15 LF 24" RCP STA. 37+42.48 PIPE FOR AT LEAST 5 FT, ON EITHER SIDE OF T1 E CROSSING. r ~ t
rW RIM=506.50 W 4'R J 1 8" G.V. / / 497. 3.33% T C=508.55 INV. IN=500.5D STA. 37+07.32; / INV. OUT=498.55 (FES1) 50 1{STA. 43+64.46 AIR RELEASE VALVE
INV. 14'R 10'x70' SIGHT GREAT RIDGE PARKWAY INV. OUT=505.05 INV. OUT=497.50 (LS) 8.55 (FES1) 12"X8" W/L TEE IN MANHOLE o S2T1 7 t 7.50 (LS) 1)12" G. V. (STA. 43+33.01) Cie FIRE HYDRANT 7
"vr° / ,-'VELOCITY DISSIPATOR v 4'x10, UTILITY I • . 37+25.00 ASSEMBLY (TYP.) 4)8" G.V. ; O Lit.
16Lx9'Wx22"THK, / FES1 / STA EASEMENT
20'R "X8" W/L TEE ®'oo 20R 4 m f' / ~ENgUl CUSS "1° RIP RAP \ / ® 12 3a+00 20 LF 2} RC (1)12" G.V. FIRE HYDRANT 100 F 247 RCP GREAT RIDGE PAR A I A NORTHEAST 4'x10' UTILITY 1 EASEMENT 2 W -
5X , (1)8" G.V. i ASSEMBLY (TYP.) 4' 9.00% € , R/W ~ o
o0 oa' ° s 6'39158-W + J62A ° - -P 41 PUBBtLIICF 94 15 RCP '.P n o 30" CURB & GUTTER r ' r ? V, + SSMH 212
68 LF 18' RCP N a . G '-•i 03.68% 6" SS 36+oof C82 C87 L B- 1. I- ~20'R STA^ 43+52_QD
12 W ar 104 LF 24" RC m _*R---- CB9 L-2- 20'R 6 + $ SS R~5350.50'- 14
EXTEND GUTTER 10' 3/+0 ,ash' ' 0 1.25% I C88 CB -1518. 38+00 8" SS 39+00 29'55'12"W + 10'x70' SIGHT \ 4' °/~1ok70' SIGHT
`44 SSMH 216 SLOPE OF 6 1 25556' I( STA. 34+75.00 CB3 2 a 4 d- TRIANGLE 1 , TRIANGLE (TYP) s
STA. 37+07.32 Rz 26' Sp INV. 504.82 '0 CULVERT "H° 32 LF 95" RCP SSMH 217 . 0 250% CB3 0'R M oo^ p110 INV.= 50255 Tn i Tn es in~ p' ~ STA, 43+21.39, 'o VARIABLE WIDTH
- - ® PUBLIC UTILITY SE
V STA. 33+75.00 157 LF (2) 84" CMP 20'R _ - - _ - t / 0 3.23% tONN CB3 TO CB3A ! 1\ / (PIPES BURIED 1.0') MINIMUM 4 LF 15° RCP 0 NWR CB4 14' SSMH 214 SfAM.H49+213 70.00 GREAT RIDGE PARKWAY °`6 w EASEMENT NO;aaA3
STA. 33+60.72, _ ' I 33 LF 15' RCP 33 LF 15' RCP srA 40+00.00 srAM"4o214 +00.00 PROPOSED 40' PUBLIC R/W
GREAT RIDGE PARKWAY ALL wp00 "MERRILL PARKWAY" 136%ISLOPE AS SHOWN GUARDRAIL (9A=-0FP EDGE- 6 227X CB I 0 1.010 C 1 CROSS CONNECTOR "A"
t OF PAVEMENT) T ! 10'x70' SIGHT SS5• , (SEE SHEET P-9) 14R
HEADWALL, NCDOT S1D 838.08 I TRIANGLE (TYP) ( a 6 B TRIANGLE ( P) Boe~ STA. 34+49.93, 46.66' LT. Ir "B" o 30" STANDARD CURB 59
NV IN=493.98 (AT SIREAMBED) 30' PUBLIC STORM SS C/F &D AND GUTTER (TYP) DI12,! I r DRAINAGE EASEMENT G 14'R O'R 20 ~<050 p0 5' CONCRETE '.4.,t•%`'`•..
TRUE INV. IN=492.98 (PIPE INV.) \ (SEE SHEET P-9) ( 27 B-B 8" W/L STUBOUT j 25 LF 15" RCP 8" GATE VALVE & PLUG GREAT RIDGE PARKWAY - NORMWEST SIDEWALK (TYP) ?
i 0 1.00% 40' W f r f [w*I' FIRE HYDRANT 20' PUBLIC STORM SEE SHEET P-6 FOR PLAN AND PROFILE® E* P GSTUBOUT k®
1 SSMH 215,0 v ( € DRAINAGE EASEMENT `C h3 i 1 i ~ p r ASSEMBLY (TYPJ 16 R
CIS ` I i I STUB OUT 8" W/L FOR
F~1 ~r I t E B FUTURE CONNECTION 4 e: 5' CONCRETE _L=287. 80, 'R B1 8" GATE VALVE
SIDEWALK (TYP)
~ ` H I I t 4B If1 t C616 ACCESSIBLE RAMP \ rr"" "
4 a tt y (TYP) SSW 212A
CB14 1't { 1, O ~TUIJour B• WA To °GRAPHIC SCALE 1 E"x8" CROSS + R%W ONE - MAINTAIN
1 G+ ! 1 I ~ ~ 1a f 30" STANDARD CURB t 8" W/L STUBOUT \3s~ CODER 40 0 20 40 ED AND GUTTER (TYP) E° PLUG
8" GATE VALVE FIRE HYDRANT
f a`) !t ASSEMBLY 1 inch = 40 ft. , ,
GREAT RIDGE PARKWAY INTORTlil ZMEAST 530
4
530.:,.
-HE
-
-40
h , Lai.
r-^- 520 i _ ,uA,,.,,, Fwd
520
: q~_~. ~ _ • rim r ,
_ n q
x{._.,1...,...4 -_rn...t.._ R.._._.
. ' 510
510,..mmn r is«.,..., ...U.. „m..va.. ,.,.-.,v.,'v. a,.^wt......r,....s mi u..... .^.:..n,. .nw w ..>v`~ ..J~
: ff __z7=
, ® _y. ,..._.s..........+__.,.j..._.......±__.- _.I.,.-_, ° ..........fir°I__,.., a.__._..,..°__r-^,a... r.. b....__-s _ 10
10- 11 500
Y W 500 >
t ~ r
20 law
- - 47
N O _ r t
490
490 - _ tea," .w.. m ~r>,> ;waod.an...iw,!rln u+ wxarr'mim-. ,mn,.k.....u«A ve.a..+..s. ,«.,.mw®+m..'O.aw ,.anuw,wvbw.m n.aw•.wbmm,. s..mi a,.. finunmw.. '^"I 0 C-4
3 °m Id' t M) it, M 10 " N 4 4 W tl I~ to MP M r {W 16 M !d' ii2J ffIf) S(O iP CO ~co `;Co 'lam t U) N
4N '..en jN IN ;N co 0 10 4n An An Lo Lr) k 'tn iN .u1 !tn stn kul i~ Iul) Jn ,,.,....:,,..,,....~nn«.,..o,,,..,,.e........,,,^:,..r:,..,...„I.,...:.........,,,.,o~..~...,,..,:.®..,,m,,,..«e......,...>.."..»...».,.....,...».-..,,,..,...,..,;,,,,,,, .?.»,.x,a w.,. I..........,....: M,..., ,a .,~,...-..m.,...«»: ..,.,...m.~,.,~,,......,,..,,...,.,,. ,.,:_`r
V¢N i , _ w 8~_ u° x ~r 40+00 nN ilo ~0+00 m 41+00 42+00 43+00 44+00 45+00
33+00 mM 34+00 mmm. 35+00~ 36+00 37+00 38+00 39+00
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
0 srErr NO.
G 0 nEDaecT NO,
NEW-05040 OWNER:
a GA aEENnW: NEW06050-P1 THE JOHN R MCADA S Z
MP-BRLAR C L9 L.L.C. ' 1, 1 ~ DESIGNED Ds: RCA Z PL IL - _P ~ ~1VAY50 NrnAnA,mR
GO=f% II7 w TFT TT T°e VnATl am C nMPA1VY. IN C.
N ® ilvily d•L1aa%a a " v usu BY:
o _ uRA ADRIZ. SCALE: • 1n o 40' G T F ROADWAY KFE 1NL+ 1zfywV1V
4 6 REV PER FlN®L NCDOT COMMENTS •®®m 09-21-07 SEAL SRW SU= gal ENGINEERS/PLANNERS/SURVEYORS , 22286 2 REV PER NCDOT AND COUNTY COMMENTS 05-03-07 DIIRHA'A4, NORM CAROLINA 27713 ^ ~j°•.F F- ° ° GREAT RIDGE PARKWAY NORTI U.S, HWY. 1-501 & MANNS CHAPEL 4 P DATE:
RESEARCH TRIANGLE PARK, NC •.•N~~N~E; VERT. SCALE: 1„ = 4~ STA. ' " ' yp~ A. 33+10 THRU STA. 45+00 BALDWIN & Vlff S TOWNSHIPS, CHATH" COUNTY. NORTH CAROLINA
3 1 RESPONSE TO COUNTY COMMENTS 04-26-07 PHONE: (9195 / 361'7000 P.O. BOX 14005 ZIP 27709-4005 ',yqe............. z FAX: [phone] ;',Eno' g2i'6 ATE` 03-05-2007
REVISIONS DATE [phone] Ohl
v 0
a` k

CB34 STA. 45+66.23
RELATION OF WATER MAINS TO SEWERS T/C=511.25
AST 10 FT. LATERALLY FROM ~ t INV. OUT=507.65 FT. LATERAL SEPARATION, IN WHICH CB35
I q A f,' A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FT. LATER, EXIS"IING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FT. LATERAL SEPP CAS 1 ® STA. 46+66.05
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATES IN 504.50 OM OF THE WATER MAIN AT LEAST INV. NV. -500.60 (CB34)
18 IN. ABOVE THE TOP OF THE SEWER, OR INV. OUT-500.50
t P 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE ~ 1 LOCATED AT ONE SIDE ON A CB36 t 1 STA. 47+72.71
a 1 1 1 ` >'r BENCH OF UNDISNR13ED EARTH, AND THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST I ® y MAIN AT LEAST 18 IN. ABOVE THE t ti . IN7.25 INV
PREFORMED SCOUR TOP OF THE SEWER. INV. IN=493.25 (CB35) J TO-CROSS OVER A SEWER, THE t ` INV. IN=491.70 (DI37)
HOLE LEVEL SPREADER .9._ CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A yfA7ER.MAiN TO'CROSS OER WTERI,FNN'SFtkCL• BE-!:AID, AT-SUCH-AN ELEVATION' THAT-THE-130 M'OF THE WATER MAIN 15 AT LEAST ' AIN IS AT LEAST 18 IN. ABOVE THE 1 t ` INV. OUT=491.60
r f APRON TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT,'I AN 18 IN. VERTICAL SEPARATION - 1L SEPARATION - IN WHIG CASE ( 1 1 D137 WITH JOINTS THAT ARE EQUIVALENT 1 1 ® T/G=495,5055
W IFES38 I BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERRQUS MATERIALS AND VATH JOINTS THA TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SOL OF THE POINT OF CROSSING. CROSSING. 111
1 ( f I IN TO CROSS UNDER A SEV~'EER, 1 t INV. OUT=492.00
® r f 20' PUBLIC STORM I i C. CROSSING A WATER MAIN II UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UND AND WITH JOINTS EQUIVALENT TO - 1 4°x10' UTILITY 1 ® Vj X38 OSSING. A SECTION OF WAYY£ER MAIN , EASEMENT t 0 5 109 LF 15° RCP INV. OUT=488.00
W ' DRAINAGE EASEMENT I BOTH THE WATER MAIN ND THE SEWER SHALL BE CONSTRUCTED OF FprcROUS MATERIALS AND WITH JOINTS O 10 FT. ON EACH SIDE OFFFFFFi THE POINT OF CROSSING. A SECT101 WATER AI S NDARDS'FAT A THE DISTANCE NO PIPE I CROSSING. I .99X `V' per,
4'x10' UTILITY ( EASEMENT 903 LF 15' RCP I i Z: D. CROSSING A SEWER UNEOVER OR UNDER A STORM DRAIN. WHENEVER IT IS NECESSARY FOR A SEWER LINE STA. 489. 0.00 'OR A SEWER LINE TO CROSI A tl , FIRE HYDRANT CB39
99 LF 150 RCP 0 3.50% STORM DRAIN PIPE THE EWER LINE SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SE' Rora' ss W • 0 71z% % FIRE HYDRANT TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 IN. LEAR SEPARATION DISTANCE, OR TF JTSIDE OF THE SEWER LINE NEAREST I DISTANCE, E THE SEWER LINE ASSEMBLY (TYP,) T/C=46900 1 r ^ INV. OUT=485.50
w 5p•50• B + ~ ASSEMBLY (TYP.} ' I I SHALL BE CONSTRUCTEDIOF DUCTILE IRON PIPE OR ENCASED IN EITHERICONCRETE OR DUCTILE IRON PIPE F CTILE IRON PIPE FOR AT LEAPT 5 0
" I I FT. ON EITHER SIDE OFTHE CROSSING I 't SSMH 206 ' 'N _ CB S STA. TA. 50+50A0 1 STA. 54+50.00 12 + 5t2.t5 a' to "T T/C=483.95
® y , 906 IF 15 RCP GREAT ~•t, ` ° ®6'84% i RIDGE p I ARKWAYNORTHEASTT RIDGE INV. IN-480.45 INV. OUT=48035C839)
B3 A CB4
STA"45+50.00 ¢ 'PUBIC /Y YRT~EAST 2 A. 51+25.00 u1 1 / i EASEMENT 1 ' STA.151+75.06 1 105 LF 15" RCP _
t I 4'xiD' UTIJTY 98 LF 15" RC 0 2.24% r tle, IBC IN478.75 (CB40)
50245'4l.W ,rose' B36 ,49 LF 15' RCP (1)12" G.V. FIRE HYDRANT p 12' W/L n (1)8" G.V. ASSEMBLY (TYP.) CANT 0 1,63% INV. OUT=478.65
e ` w 3D" STANDARD CURB 1 SSMH 290 _ ® 3 39% 124 LF 1 95 ' RCP CB42(TYP. } tlW _ ^ g SS ^ ? r s4 ns~`-`~ q
rt~~ ' CB39 _ - 0 1'291 AND GUTTER (TYP) A 47+50,00 27 LF 18° RCP STA. 52+73.63 T/C=480.95 + 0 519% 30" STANDARD CURB INV. IN=477.05 (0841)
D144 ^ AND GUTTER (TYP) INV. OUT=476.95
d D137 SD INV,=491. C640 12' W/L 27 LF » RCP SS IM(: 489.84 + 01.11% R=1525.50' - - - L~139 RP1525.50' SSMH 207 s"l ' r? SM 53+00.00 _ STA. 53+78.66
n SSMH 209 33 LF 18" RCP STA.
ZSEXA~.49+50.00 20'R SSMH 208 STUB OUT W/L FOR 20'R SM 51+43.05 0 8.79% T/Ca479.10 INV. IN=474.60 (CB42)
s FUTURE CONNECTION 2 0' _4'R" 13 20' PUBLIC STORM INV. OUT=474.50 DRAINAGE EASEMENT DI44
NI 7.3' m = 10'x70' SIGHT _ DI45 5' CONCRETE i ~q 0'x70' SIGHT SIDEWALK (TYP) ` V y `STA. 53+76.69
/fy 70'x70' SIGHT TRIANGLE (TYP) RIANGLE (TYP) /G=477.00
_ _ TRIANGLE (TIP) FES29( N INV. IN=473.10 (CM) ^ ° L 19 49. 832 ALL WOOD "MERRILL \ _ - t INV. OUT=470.00
13'R 4'R SD INV.=474.14 Rw1q" PARKWAY" GUARD RAIL ® STA. 9
56+90.95 SEGMENTAL BLOCK WALL 50' CHATHAM COUNTY T/C=466.55
C 24- " ~eza.5_ e CROSS CONNECTOR "B" zo'R 20. ss lW. a72.tz 5' CONCRETE R seso _ CB _ 2' OFF R/W (DESIGN BY STREAM BUFFER F INV. OUT=463.05
SIDEWALK (TYP) EE_SHEET P-9 - OTHERS) J632A` FIELD LOCATED TOP
CB25 CB2fi C®so f f I 20' OF BANK (TYP.)
0'R 5' CONCRETE
SIDEWALK (TYP) . PREFORMED SCOUR "
r << GEA I RIDGE PA KWAy - NOR,' ACCESSIBLE RAMP 14'R 4'R ' FES33 HOLE LEVEL SPREADER
' 'SEE SKEET P-7 ftR PLAN AND PROFILEWE T 1 ( } FIRE HYDRANT 20' PUBLIC STORM APRON GRAPHIC,'SCALE
ASSEMBLY (TYP.) 6 CB 7 SSMH20SA DRAINAGE EASEMENT q ,/pp 40 80
I II ' STUBOUT 8° W/L - 27' _B I FUTURE 50'
MAINTAIN 36" COVER 1 , / I/inch = 40 ft.
PUBLIC R/W
'T 7' 500 490 490 ,
520 520 500
HI -
HI
ME
480
510
J
470
500 "
a
0
- T 460
_ 490
e ^I-1
a 0
is 0
v
N
M N
b
I
450
3 480 10 m. ~9n c9 n n a Co nrn oi m rn
a ~wn co to R Lo rn., cq m io 10 to po
w` o n ui 'ro to a m- im m m t K~L I- 1 ' N 0 N 0~ m Go co 00 45+00 46+00 47+00 46+00 49+00 50+00 51+00 52+00
52+00 53+00 54+00 55+00 56+00 57+00
0 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
U a SEM No.
U y PROJECT NO.
E6.W P-4
S , NEW-05040 5 OWNER. Fjjffl THE JOHN R. McADA NEW06050-P1 NNP-B C EL' L.L.C. , NQ~
ro rv t1 IL f T°1 1 T\ T[ T TATTY 4 ° ! A ncemnnm rn,~ T A TT, rrDL~Apr'DTr,T"!7W u®uu«TAV _
4 5850 FAYE LE ROAD, U U 1VJLJrAIN X , 11V U . S AF/ SEAL DRAWN BY. SRW McADAMS
3 s 201 ENGINEERS/PLANNERS/SURVEYORS 22288 aaRb. SCALE: 1" = 40' C7 T GREAT ROADWAY & wATEpjjNE EXTENSION RIDGE PARKWAY NO. ST, . 1 -501 & MANYS CHAPEL O p„a,.r nA :
2 REV PER NCOOT AND COUNTY COMMENTS 05-03-07 DURH", NORTH CAROLINA +1,7713 F Q„•t ti RESEARCH TRIANGLE PARK, NC •NGINEE ITT sc"'$: V, = 4 STA
A. 45+00 U STA. 57+00 TOWNS HMS, CHATHAM COUNT Y. NORTH CAROLINA
z I RESPONSE TO COUNTY COMMENTS 04-26-07 PRONE: [phone] P.O. BOX 14005 ZIP 27709-4005 ° P< FAX [phone] 361-5000 DAB' 03-05-2007
REVISIONS DATE P
a. X

DI48 CB54 G859 CROSS-VANE GREAT RIDGE AY
STA. 58+43.74 STA. 60+B5.47 STA. 64+15.70 EE DETAIL SHEET D-8) (SEE DETAIL SHEET1ID-9) (pa TIiAS
N STA. 65+29.79, 41.27° LT. LT. INV. OUT=449.90 INV. OUT=447.25 INV. IN=432.85 (C861) 7, 9, 41.27° LT. 53' LONG RIP RAY PLUNGE RELATION OF
V IN=450.00 (CB47) INV IN-4-47.35 (CB53) NV.I IN=436.85 (CS58) `4s,ENDWAL (SEE DETAIL SHEE 'rz.34 (PIPE INV. BURIED 1 F(-) POOL (CLASS SEE SHEEr F' R/W WATER MAINS TO SEWERS
PERENNIAL f f CB50 INV. OUT=432.75 INV. OUT=4,34 (PIPE INV. f , STA. 57+11.67 T/G=450.50 CB60 + STREAM T/C-460.50 STA. 64+19.61 IW. IN=6.90 INV. IN-457.00 (CB49) INV. OUT=4468004) T/C=441.35 f { j D-9 FOR DET LS) S ET A. LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER
{ { ( r f MAINS SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING
hey i HEADWALL, NCDOT STD 836.08 / INV. OUT=456.90 INV. IN=432.25 (0859) 111 LF+ 14'8"x9'6° ALUMI INV. OUT=142 OR tt OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS 4`8"x9`8" ALUMINUM INV. OUT=22 34 PREVENT A 10 FT. LATERAL SEPARATION, IN WHICH CASE:
STA. 58+94.74, 55.73' LT 0651 CB56 114V. pUT=430.15 , ~ ( ZAL PLATE PIPE { INV. OUT=27.65 { 1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
f T INV. IN=446.45 (CB55) ARCH f B 0.447 1 TRUE INVERT OUT=438.55 r /C=455.60 INV. oUT=446. 46.35 STA. 0+00.00 0.447 -REMOVE EXISTING BLOWOFF ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
W' INV. OUT=439.55 STA. 58+4174 T/C=450.50 C867 STRUCTURAL PLATE PIPE INV. IN=452.10 (CB50) CB57 T/C=440.0011 (PIPE BURIED 1.0°) / INV. IN=449.60 (DI48) STA 61+57.07 INV. IN=435.90 (CB62) RIED 1.0') • { { CULVERT AND CONNECT TO PHASE IN. ABOVE THE TOP OF THE SEWER, OR CROWN-432.36
INV. OUT=446.00 INV. M=433.95 DI63 .15 30 PUBLIC STORM ( ) PREFORMED SCOUR DRAINAGE EASEMEN / FES52 INV.T/C=IN44=44445 INV. OUT=433&5 SS INV.=433.56 ' 4 12" WA 2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
rrte~, , HOLE LEVEL SPREADER / INV. Our=44450 45.1 (ce5s) 56' N GE 56' PUBLIC STORM { { 48° CMP BENCH OF UNDISTURBED EARTH, AND THE ELEVATION OF THE
mil' J APRON ' 11 INV. OUT=445.15 CB62 I ' DRAINAGE EXISTING CB53 CB58 STA. 65+20.68 PREFORMED SCOUR PUBU STA. r f ^ WETLANDS / STA. 60+84,64 T/C=439.90 HOLE LEVEL SPREADS fES64 DRAINAGE EASEMENT CROWN-432.11 TIE TO EXISTING ROADWAY BOTTOM OF THE WATER MAIN AT LEAST 98 IN. ABOVE THE N SS IW.a433.35 t ` STA. 68+85.66 TOP OF THE SEWER.
ny 1 /"~Tj 20' PUBLIC STORM T/C=457.30 T/C=42 5775 INV. OUT=436.30 APRON fES64 CB62
j,[` DRAINAGE EASEMENT f INV. OUT=447.70 INV. IN=442.25 (CB57 FE•+ 20' PUBLIC STORM 37 LF 18" R( EATNp DGE J f 50' CHATHAM COUNTY ) ~ 0 3.11% 37 LF 18" RCP B. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS \ NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
RIP RAP ENERGY DISSIPATOR STREAM BUFFER O 3.11% WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 IN. ABOVE THE TOP In ;I L~1. -55MtL X00 92' 1 a yj OF OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
PAR f 1w. OUT=442.15 INV. OUT=429,00 DRAINAGE EASEMENT 1( n ?1 17'LX19°W (PICDOT CLASS "2" 33 LF 15" RCP % RTgE / A d RIP RAP, SEE SHEET D-7 FOR f FIRE HYDRANT o 3D" STANDARD CURB 0 1.52 "7 r AN 18 IN. VERTICAL SEPARATION - IN WHICH CASE BOTH THE
f Au7 I/ f ASSEMBLY (TYP.) AND GUTTER (TYP) S RC157. 0 STA. 65+50:00-"y--..,~_=I63.,72. t j`4~~,'~."` WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS B6Q~y~aE 5' DI63 R~1z•16' i' MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER
N - B6D.4,,kE ® 41 P~_ ~C FESZ THICKNESS) ixe6tw%5.00E 4'x10' UTILITY 9 NV.®438,17 MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF
f 36 LF 180 RCP + EASEMENT o 08'39"E 0 4.17% % (1)12" G.V. a SSMN 203 m c N 08'39'E zs_[N,~4d3r75- - - N SD INV,a434.33 {;l THE POINT OF CROSSING.
8 f - / (1)8 G.V, 96.39' a STA_ 61+21.18 t"E SSMN 201 ' C 59 96.39' SD(48 SS IMr.@432.95 r> " Lg1Z6. yy ® v C. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS ~ 6 R~3p~p~. O 0.89X ®jCMP b a / MAINTAIN TEMPORARY NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH
STA. 6201 l C59 4?' O _-Z m 63 119.72' J BARRICADES DURING THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
$S I I ^ b_,1:~ CONSTRUCTION FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER
132 . N - N I 99 LF 15° /r MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE OF O 1.01% / THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL
C`4~' - 0 364X5° RCP CB53 62+ E°7600 SSMN 202 f 99 LF 1.01 r~-i p°- 27 LF 15" RCP 3,10'1 N3t•tOtsRr R=700.00 STA. 62+55.85 F ® 5.16' 91.52' 101 15° RCP CB56 37 U SR' f SSMN 205 0 1.91% D SD INV.=449.68 SSMN 204 R~'9.00' x100. 0 11.49 8" SS 02.87 87X I+ 0 i.i I a2s• m ( / 7 A _ a BE CENTERED AT THE POINT OF CROSSING. ! 37 LF 15"
~l - SS INV.-447.00 / 32„yF.-15P-Kcp- W CB57 161 LF 15" RCP + O 1.08% i/ /r".'a"-,•.r ' ° D. CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN.
STA 57+50.00 f I43X5+30-%."' `0 1.09X CB-'& 20• 0 3.29% 60' PUB 60' PUBLIC STORM { ,~y~, ,Ff WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A { DRAINAGE EASEMENT { ` `=`^~•`wn STORM DRAIN PIPE THE SEWER LINE SHALL BE LAID AT SUCH AN
f` I, 11472'-~,_ i DRAINA( ^-'s•- _ - r 5' CONCRETE 7 iitl r \ ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO 919 LF 48" CMP L ~~'a.4( THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 IN.
B446T O 'R 14' _L-100.72'__..__--f-"``~~ 4'R 3ff150 RCP SIDEWALK(T5P) 00. O 0.96% { f<"' CLEAR SEPARATION DISTANCE, OR THE SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER
` 847 R.59`0.00' 6 / 0 3.33% HEADWAL HEADWALL, (SEE DETAIL SHEET D=8} PROPOSED 20 CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FT. ON EITHER ALUMINUM STRUCTURAL PLATE PI PRIVATE ITARY I C
10'x7C' SIGHT ACCESSIBLE RAMP ALUMINUR py 30" STANDARD CURB 5' CONCRETE TRIANGLE (TYP) (Typ) r i ARCH IN\ SEWER F.AS ENT SIDE OF THE CROSSING. ARCH INV. IN=422.83 (PIPE INVER i . 4) e
AND GUTTER (TYP) 1 l SIDEWALK (TYP) 34 tF 15" RCP BURIED 1
20• PUBLIC STORM 0 1.03% 25 LF 15" RCP s-BURIED 1.0°}
11A1 1 0140% SS. Q/F -C -7 DRAINAGE EASEMENT/ / GR&AT RIDGE PAR111 VARIABLE MOTH yy~y~ PERENNIAL I T( / ` IXISTIN6•20°~w
NORTHWEST PUBLIC STORM {SEE SHEET P-9) DRAINAGE EASEMENT I „ I f - GT p ® STREAM » » GOV PRNAIE SAtJRARY ,x`)11
8" W~L 8"x2 REDUCER ~P,~i SEE SHEET P-8 FOR STUB OUT ~~o~ SS 0/F ~ptNPe~FFER \ / SEWER EASEMENT
z" PLUG FOR FUTURE 27' B-B `mo t (SEE SHEET P; R) ,00
GRE f I,.
A ` CONNECTION CULVERT "G" PLAN AND R
225 F 60" CMP 1 PARKWAY
02.42% 7 NORTHWEST SEE SHEET F-8 ( GRAPHIC SCALE
HEADWALL, (SEE DETAIL) (PIPE BURIED 1.0') Y FUTURE 40
INV. IN=445.00 (AT STREAM BED) PUBLIC R~~V 100 YEAR EX. SSMH 2B FOR PLAN AND PROFILE FLOOD PLAIN RIM-440.10 40 0 20 40 60
TRUE INV. IN=444.OU (PIPE INV.) NEW INV. INe432.22
INV. CUT-432.02 I inch = 40 ft.
IN'Ro." %0) 11: CH EAST 460
470 ,470 460...
4--
0 '
N
450
l
1-
440
450 , aim l
"4L.. CAN':. -
430
440
k: WE
-1 I-
-1-~-
- 420
430 Q rn a - - I' -
O ^1Q1- N M N r IS Lo If) (0 O P µN0 NNp h N N .00
I J L7~ V 0 ~4 "p V "N' 4
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
mw~ 9~C N0.
O*m PROJECT NO. 6 OWNER: FATHE JOHN R. McADA S ®4'CAR FB~ENAME; NEW-05040 III P-5
5 NNP-BRLAR C EL, L.L.C. NEW06050-Pi PI.I YL r AT TMYR PARKWAY
A M12MA'PA MIVVnAn COMPANY. INC. VolDESIGN M, BY; RCA P
VVV V 8"68i 8d8 iL 88aad&w i\Vaamrg a v'-°°°- 9 ' - Le a SRW AT
3 REV PER CULVERT "r MODIFlCA110N 06-22-07 o SAL DRAWN HY: S 201 ENGINEERS/PLANNERS/SURVEYORS - s 2226 HOR12. SCALE: n , F 71R EAT RIDGE PARKWAY NO r, ROADWAY i SI LIMcADAMS
2 REV PER NCDOT AND COUNTY COMMENTS 05-03-07 DURHAM, NORTH CAROLINA 27715 L~ ~l hda = 4'Q A. A. 57+00 THRIJ STA. 66+85 . 1-501 MANN'S CHAPEL ROAD P, oA:
RESEARCH TRIANGLE PARK, NC BAMWIN & VMXLAM TOWNSHIPS, CHATHAM COUNTY, N®RfH cAROUNA
1 RESPONSE TO COUNTY COMMENTS 04 -26-07 PHONE: [phone] P.O. BOX 14005 ZIP 27709-4005 ee~n~ c. N~'' VERT. SDI I - 4
REVISIONS DATE FAX [phone] [phone] soa,~ eunuupP 2 6 HATE; 03-05-2007
I

\ r ® B3 1
t r
4°xto' uTWTr DI37 EASEMENT ` oati r r
1 FIRE HYDRANT \ ,a
ASSEMBLY (TYP.} r SpynSa
~ r 835 ,,,r^' r FF
® r

ffi ~ 1 1 ' 1 1 0834
~ I
C1521- O 16.49% 5° RCP
STA. 37+07.32, e I / GREAT RIDGE PARKWA
NORTHEAST I I EASEMENT TILITY
/ AID RELEASE VALVE 12°XB" W/L TEE IN ANHOLE
/ (1)12" G.V. FIRE HYDRANT r r
V (1)8" G.V. 4'x10' UTILITY I ASSEMBLY (TYP.) ^ ^ r f 6k0~ i ~ ® J q'^y
FES1 / i EASEMENT
\ GREAT RI GE PARKWAY NORTHEAST - FIRE HYDRANT (TYP.) SEE SHE T P-3 FOR PLAN AND ROFILE 101 V 15° RCP O 3.96%
ASSEMBLY
SSMH 292. 12- W/L ^20'R f j2. W/L
CB2 0 OR c
CBB CB9 _ q 1350 50' SS CONNECTOR- "A„
1d.~oa~ Del L=zs4.ea':. 14' RV / CROSS CONNE( SiB.50' 8' SS MH 215 v V1 _C c~I~ L.I SEE SHEET P-9} C86 CB17 CB23
N 25556' (SEE. JIIE~y T IT ~REUB CB3 W n 20'R OB6 1R~ ps t 1,00 10'R - ^ ° ° it$R VARIABLE WIDTH 10'x71 100 LF 15" RCP WIDTH 10'x70' SIGHT O 3.95% STA. 10+25.43 T/C=524.50 STA. 21+00.00
TILITY- TRIANGLE (T1Prr^" 'A T/C=508.55 INV. IN=521.00 (CB16) T/C=506.30 T r E 30" STAN ~ ARD CURB ` INV. OUT=505.05 INV. OUT=520.90 INV. IN=502.45 (101322)
(-X8 G.V.L TE EASEMENT CITY TRIAN 5R 31 LF 15 RCP - ~I - 1a+ooNO11k8,3. AND GUTTER (TYP) ` STA. 11+64.24 - T/C8524.50 INV. OUT=502.35
_ 0 742%,. 1 8" G.V. CB24 r l;i620 l 100 LF 15" RCP \ - \ T/G=509.00 INV. IN=520.65 (CS17) STA. 22+00.00
74'R 14R ACCESSIBLE RAMP O 3.90% - INV. IN=505.30 (C811) INV. OUT=520.55 T/C=499.95
(TYP) C 1 STA. 16+67.77 WEST 7D~ 14R /,O'x7O' SIGHT CB llII sss• dTx GREAT RIDGE PARKWAY NORTH INV. OUT=505.05 INV. IN=495.80 (CB23) -5' CONCRETE - STA.Q17+04.42 INV. OUT=495.70
TRIANGLE (TYP)I SIDEWALK (TYP) OB11 STA. 11+74.44 T/C=522.35
o PO'89 Tv 70'x70' SIGHTS 1 20'R jz59 'Go SSMH 215 'Im DI72 TRIANGLE (TYP) \ 14'R , T/C=512.00 1w. [N=518.85 (CS18)
R 0 W/L STUBOUT a GREAT RIDGE PARKWAY - NORTHWEST 20'R Bi R - INV. IN=507.70 (CB13) INV. OUT=518.75 96 LF 15" RCP
8" GATE VALVE & PLUG a t r N / \ 41 PUBLIC R/VP O 4'32% INV. IN=507.70 (Di12) C820 INV. OUT=507.60 STA. 18+00.00
O FIRE HYDRANT I 27 LF 15" RCP J+ _ D112 T/C=518.50 35 5 LF i5" RCP - - T/G=512.00 INV. IN=514.60 (CB19)
' 35 LF 15 ASSEMBLY (TYP.) 20' PUBLIC ST RM I 01.11% O(}T3\ 0 d®-°. ~~tp0~ ~Mlb 20R R ® 4.86% 52. o- O 4.86% - - INV. OUT=508.00 INV. OUT=514.50
STUB OUT 8° W L FOR DRAINAGE EASEMENT J W I / I I 909 LF 95° RCP STUB OC P pi yUy FUTURE CONNECTION 0 5.69% 4'R STUB OUT B" W/L ONE JOINT OF \ - - CB21 14'R PIPE BEYOND G.V. (PAST SIDEWALK, ST& 12+75.38 STA. 19+00.00
" -L~et,BO, to+oo 5+0o PIPE ABE' n n R=500.00.7 CB 8 M 4 STA. g MAINTAIN 36" COVER) ~ - C-597.05 T/C=594.45
E N I _ 1 pa I I SS 0/F B I I 5' CONCRETE I----- i4'R 6' ATE 8" GATE VALVE T/ 101320) It% IN=513.55 (CB14) IINV. ]N=510.60 NV. OUT-5110.50
w a l (SEE SHEET P-9) SIDEWALK (Tm) I I .38 LF 95" RCP SSMH 292A \ INV. OUT=513.45 SSMH 212A r - - CB14 C922
30" STANDARD CURB 97 LF 15° RCP 1 l 0 1.32% CBt 1 ACCESSIBLE RAMP 29 LF 1 0 6.29% C814 21 LF 15" RCP ' - - STA. 13+71.05 STA. 20+00.00
AND GUTTER (TYP) I ~ 1 (Typ) 8°x6" CROSS 0 1.199 I O 1.19% INV. OUT=519.65 IBC IN1 5 6.55 (CB21) GRAPHIC SCALE
_ I 11 11 I I I J1 t 8'GAATTESVALLV VEET \ 0.ry1 .6 0916 INV. OUT=506.45 40 0 20 40 80
I I I 8" PLUG STA. 16+38.00 j T/C=525.00
1 I 1 FIRE HYDRANT 8" WA STUBOUT UBOUT - INV. OUT=521.50 - 1 inch = 40 ft.
! ASSEMBLY (TYP.) 8' PLUG
540 530 530
540
r-;- J
520
°530 gym, -

510
520.."
U
5®Q
510
p Ai -
V no I- Y' Hell!
N I
9
IL IL
O
y~
3 W I 3
m c 490
N tIN Ci ~ w. P ~N o
500. rl ? ®Wp ~Kl N NJ O V N 00 h m N C3 (6 0)
t GGO~Qq O(G ® 0~f ~O LnV N N (U n N N .N IN N PN N tIN 104
N :1 1 U K p O O N N ~ m J U' 10 IJJ V1 Lr) . I"' Lo In
17+00 18:+00. 19+QO 20+00 21+00 22+00
10+00 11+00 12+00; '13+00 14+00 15+00 16+00 17+0( FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
0 s11Eer NO.
2 PROJECT, NO. . T~w
6 OWNER:
THE JOHN R. MCAAMS I °NEW-05040 NNP-BMAR C EL; L.C. L.5 NEW06050-P2 5 N 1 eT A III, T'C 7 Y T rI Air, nvcrr_mm~ am
~~I fFe,e''CAR'(! FILENAME, PLAN I TTAT PR( 0-VVAFr r r. F par av
U V MVAIN Y , IA U . } LLL i -ice as w a ®.A1WLii iYi./ow a~ a. aaw.
4 5850 FA LLE ROAD, AM NUA SEA DRAWN BY: SRW GREAT E WAY E N IO Me GREAT GE P AY L- No
3 3 SUrrE 201 ENGINEERS/PLANNERS/SURVEYORS 22286 aoRrz. seas: 1" = 40' $jc~
W 2 REV PER NCDOT AND COUNTY COMMENTS D5-OY07 DURHAM, NORTH CAROLINA 27713 RESEARCH TRIANGLE .PARK NC vsRT. SCALE: n - 4' . A. 10+00 THRU STA. 22+00 U.S. HWY. 15-501 V'S CHAPEL ROAD PRINT DATE:
BAMWM & WMIAMS TOWNSHWS, CHATHAM COUNTY NORTH CAROIM&
z RESPONSE TO COUNTY COMMENTS 04-26-07 PHONE: [phone] P.O. BOX 14005 ZIP 27709-4005 0 ~ - 1 FAX: [phone] iE;SP 3% ~~1 DATE: 03-Q5°2007 irr
REVISIONS DATE 919) 361-5000 -
a `x
m_ ..~.....-..tee

„«Mw.......M,..... CB46 CB53 CB25 FES29 STA. -'STA: 3447.6.59 I
+ 3 STA. 23450.00 STA 24+82.85 30+93.62... - 7 T/C=488.00 INV.OUT=474.5Or"""""T/C=462.90 T/C=451.S0 i
k 7 (t ! INV. IN=483.85 (CB24) CB30 I( INV. OUT=459.40 INV. OUT=47.70 4'x10° UTILITY
W. OUT=483.75 STA 25+46.87 I CB47 C854 t t EASEMENT r.
T/C=479.25 STA. 32+30.16 STA. 34+74.48 i CB2 CB2 t + + I I ' STA 24+75.46 INV. IN=473.70 (2628) T/C=458.80 T/C=451.30 / - FIRE HYDRANT
t ' T/C=481.50 INV. IN=473.70 (FRS29) INV. IN=455.30 (CB46) INV. IN=4471.35 (CB53) y ASSEMBLY (TYP.)
r i ! s i INV. IN=477.b5 (CB25) INV. OUT=473,60 i INV. OUT=453.00 INV. OUT=447,25 I f INV.9UT=477.25 C831 D145 FES33 i STA. 26+50.19 ' STA. 27+54.74 INV.OUT=463.75
STA. y i + r C627 T/C=476.15 T/G=471.00 JB32A
~~~~aa Jp ! T/C=480:59 INV. IN=471.80
OUT 471,70 (C230) INV. IN=467.10 (DI44) STA. 27+54.09, 27.88 RT ~V p f i INV. N=476.35 (C826) p INV. OUT=467.00 RIM=469.00 p q INV. = ' k ( S INV. OUT=475.75 CB32 'r 6148 INV. IN=46495 { d/ / 65 5fi 5 t 49
CB28 STA. 27+53.98 STA 32+30.15 INV. OUT=46'4.05 (FES33) N
T/C 480.50 T/C=473.05 T/G=453.50 NY. OUT=462.20 (LS) 4'x10' UTILITY I t f / r ~ ~ n o,
! STA. 51+43.05 INV. IN=475.00 (CB27) INV. IN=468.50 (CB31) INV. IN=450.00 (CB47) C GREAT RIDGE PARKWAY NORTHEAST i INV. OUT=474.90 INV. IN=466.60 (DI45) INU• OUT=449.90 EASEMENT r I ! / - C854 OB x i{ ° .!j,t5.tl _ op
P INV, OUT=464.25 4 4~00' UT ASEMENTLITY _ NORTHEAST i FIRE HYDRANT ° R~69.O0 DO o ASSEMBLY (TYP.)
E
PARKWAY _®---J CBS S'R 14'R S
dl' v ®A n RE HYDRANT GREAT RIDGE R PLAN AND P90FILE _ ° - ASSEMBLY (TIP.) SEE SHEET P-4 FO- C850 ACCESSIBLE RAMP
a w Rm15 52 s0, E ° CB49 6' ,E F DI48 35 LF 15" RCP 10'x70' SIGHT (TYP) 5t2.t 5' rf ` Q 8.57% °33+o TRIANGLE (TYP) + i
IV
ssuw 206 2
20'R 20'R L-239,27' R=1525,56' ~R l:^ ~ 0'00 { O Y It r-_._-EB47 5' CONCRETE \i
20' PUBLIC STORM 14R. DI44 ® y00 0 y DRAINAGE EASEMENT - - - - - -
F \ z 13' J CB24-~`s24 u ' ` 10'x70' SIGHT 3t+oo „ lmo - r? SIDEWALK (TYP)
7= R~g87 p TRIANGLE (TYP / m ) SD INV. 474.14 - 20' PUBLIC STORM •t p u° SS INV,=472,12 10x70 SIGHT DRAINAGE EASEMENT ® N2Y26'59 J f ai' C7 I ) CB46 r yy 3
co K ~6 Y - m TRIANGLE (TIP) I ° ^ ° ® ° ° + 1YR FES29 30+00 -54.49' 1-I 137 LF 15" RCP i O 2.99% 1
C925 °CP - - ° - ' DI45 29 LF 98" RCP 9+60 - - - - - ® ` 104 LF 30" RCP N> - za+66 20'R 0 76 1.05% 18' R 104 LF 30" RCP m 1.36% ,a
01.73% 0 3.08% 3'18'..RCP-O-- 4%-`.-t---' 5+0p 20'R 26+00 27+60 L-4.19.49'_ - 28+0 ER 0 / 20' PUBLIC STORM + r,'• DRAINAGE EASEMENT ` !J
30" STANDARD CURB
151 LF 18" RCP ( k C-13-30 C831 R=1981.66' CB32 j 0 7.85% d 1 20'R 20 AND GUTTER (TYP) Ifi, sp //f f 225 LF 60" CMP' 0, 02.427
5' CONCRETE 126 LF 18" RCP B27 ALL WOOD "MERRILL PARKWAY" ILL PARKWAY" (PIPE BURIED 1.0')
t + GUARD RAIL 1' OFF R1W`^•.,,1,- SIDEWALK (TYP) s , 0 4.88% 35 LF 24" RCP 38 30" RCP CONCRETE 18 LF 30" RCP INV. OUT=462.00 i 1 F 0 2,57% 62 SIDEWALK (TYP) 01.11% UB32A PREFORMED SCOUR --F RIW'
! 30" STANDARD CURB r% ACCESSIBLE RAMP 14'R 0 3.16% HOLE LEVEL SPREADER SEGMENTAL BLOCK WALL ILL HEADWALL, (SEE DETAIL) `t
AND GUTTER (TYP) (TYP) 14'R GREAT RIDGE PARK~P Y - NORTHWEST 2' OFF R/W (DESIGN BY 3Y fp° 50' CHATHAM COUNTY STA. 31+25.66, 59.10' RT
~ r STREAM BUFFER INV. IN=445.00 (AT STREAM BED) It TRUE INV. IN=444.00 (PIPE INV.)
FIRE HYDRANT 41' PUBLIC, R/W 25 LF 30" RCP 6' r ASSEMBLY (TYP.) r 0 1.20% FES33` 24 LF 30" RCP \ VELOCITY DISSIPATOR FIELD LOCATED FIELD LOCATED TOP r'
0 3,13% d f 15Lx9'Wx22"THK. OF BANK (TYP; F OF BANK (TYP)
8" W/L SNBOUT t , Qy' SSMH 2089 d / NCDOT CLASS "8" RIP RAP~ 1 8" PLUG ,f ' f
A: 20' STORM wl " / j SD INV.=47535 ~y DRAINAGEOEA&EMENT "-'Ir---'--.
``44 I N SS INV.=472.39 f-4 1 „
GRAPHIC SCALE
40 11 20 40 80
1 inch = 40 ft.
mmmmmvm~ Jill,
WDRITF ® 4 7~.
GREAT RIVUlad PARKWAY 490 470
510 490 4 .................w. V"'.,e,,........P.,.,;.-...,.,w,..ma. mww.. .*..e,=„wa..vn.rr<.,.<.,_,.. tea.°f-.,,..,., yr.,,.,.w++•..,....,. -m C _,,.x, a.. -
510 ..e w , ~n..., -„n--,,. .+-m_.i.„._ _ ....._...r.._._.
,.,.._d.......
r I
-
460
-h- m 4A.. .~s " k..
s.kM. - - - - 500
N
- - - - - - - - - - -
,
~m 450
1 u
- -
490
RAD RAt (STIN~ GRADEr 2`~'-'RICs
t -P•^^r- 1^- yr n s---,
o-
9:ING=GRAB ~ _ ...............r-. ----a--- I
ml r t._ 4--• k
,._,~....,._I ,u _a,__.. • - - -~-•-'_F~ rte--.- 4 q 440 w
e

,
- _ 430
M ~d V
{f A ISM tr g Im ~P k6
470 co m m orua'cero .w, ui,,.an m+ k ^+,m~. v ~co m M' eN Q } Il[7 It t~ If0 c0 ELn t~ 3 a.. ,w. .y ,a.+s,V,
O O ~N rN ~N~ ~N N pM I t~ ~ a < c `t Wks , • ~N N 4 ~ 35 00 33+00
o I~ p 6 n n a (o ito ~a 28+00 29+00 30+00 31+00 32+00
25+00 p 26+00 27+00 FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
22+0 O 23+000 0 24+00 31INLT NO.
o` o PAOdE6T N0. NEW-05040
THE JOHN R McADAS ' t%l OWNER: EASNAME: NEW06050-P2
PLAN (rx" FIL _ T ,'1AT1<Y7A~F o :rnmGnTPT10 ~A NATC1N McADAMS
n NP-BRUR C _ EL, L.Ls C. 00k_ - E DESIGNED BY: ifT)AIITV TNTC - F RCA
C 58 ® GMAT.
J _ 4 ' dQ SEA Efi 6 R2-ANOCCUMN S 09-21-07 LTM SRW S" 201 ENGINEERS/PLANNERS/SURVEYORS 22286 I c I" s 40' % 2 RCOMMENTS 05-03 -07 y}URHAM, NpRTFI CAItOLiNA 27713 RESEARCH TRIANGLE PARK, NC 'py~~ 4° GREAT RIDGE PARKWAY - NO SST
A 22+00 U STA. 35+00 U.S. HWY. 15-501 S CHAPEL ROAD PRINT DATM BAIDWIN & VMDAMS TOWNSHIPS, CHATHAM COUNTY. NORTH CAROLINA
oa ze-or FHONE: (91 9) 3617000 P.O. BOX 14005 ZIP 27709-4005 q ° P 1 RS p( J•ES~~Z~3-05-2007
FAX' [phone] (919) 361°5000 min
VISIONS BATE m
P n
i

ORTK ST
PAR P PgpFILE
I G FOR AAN~ / 6BTA..910+21.04
GRFiIkT RIDGE SSE SHEET P-5 aFF,T PCROSS-VANE pv,~- T/VC IN441.35 436.85 (CB58) (SEE SHEET -9) INV. IN=432.85 (CB69)
I INV. OUT-432.75
ENDWALL, (BEE DETAIL SHEET D-8) - L SHEET D-8) CB60
INV. OUT=422.34 STA. 10+17.50
® (PIPE INV. BURIED 1 FT.) ' T.) 53' LONG RAP PLUNGE,P / T/C=449.35
CULVERT "F" POOL (CIAS "2", SEE SHE& ! INV. IN®432.25 (CB59)
111 LF 14'8"x9'8" ALUMINUM 1 1 D-9 FOR D AILS) r' INV. ®1 UT=430.95
STRUCTURAL PLATE PIPE ARCH P 0.447 E PIPEINUM ` % STA. 19+21.58 T/C 4. 0.00 56' WIDE UBUC STORM INV. IN
(PIPE BURIED 1.0') DRAINAGE EASEMENT NV. IN=435.90 (CB62) INV. IN=433.95 (DI83)
INV. OUT=433.85
PREFORMED SCOUR HOLE LEVEL SPREADER 3TBA. 11+72.06
APRON 1 T/G=438.00 CB62 " INV. OUT-434.50
_$SMH-2 63.3_2'-_ ~1 "
STA. 10+00.00,
GREAT RIDGE PARKWAY NORTHWEST= 1. a~~ oo 5 D63 i - SO INV.=434.33
STA. 63+98.49, GREAT RIDGE PARKWAY NORTHEAST gg SS INV.®432.95.
•tet&y 99 LF 15" tt+oo - Lot2s. s• j `.-`Y..°-. yn9 3y°g O t CB6 m230. o tz~00 O-
86.39' -..`'6.39'
iC+ C$59 o ~ 4' [I „hl
4B° CULV 48" CULVERT- i CROWN=432.32 (
5' CONCRETE j CROWN-4 STORM BI t STORM BOX
SIDEWALK (TYP) i ELEV=43,' 111 LF I ELEV.=433.35 , 55 LF 15" RCP t/ [ r 119 48" CMP If O 1.00X l
W 0.959 O 0.96 96X • . 9 91 LF 48h CMP ff \
30" STANDARD CURB j I INV. IN=428.69 g \O 0.89X L INV. IN=428.4 \ t J
AND GUTTER (TYP) HEADWI STA. 11 HEADWALL, (SEE DETAIL SHEET D-8 / m ® { t STA. 19+42.42, 45.71' RT. 60' PUBL C STORM
rk g ,ALUMIN r ,ALUMINUM STRUCTURAL PLATE PIPE 4A4RC DRAINAG EASEMENT\
s'' s ®p INV. IN1 rr ~'p• ® INV. IN=422.83 (PIPE INVERT BURIED ~.0 S 00. t,, EXISfIN~Gr20'
• t PRNATE SANITARY
PRELIMINARY 100-YEAR FLOODPLAIN <*G,~'~rq EAT RID PAR AYE` SEWER EASEMENT n SS 0/F D
F\\ ~Pa
~P~cO OT ST /It (SEE SHEET P-s)
Gy'~ 41' P LIC /W ` OP 20'
,r' RNATE MARY GRAPHIC SCALE SEWER ENT
EX. SSMH 28 40 0 20 40 so
RIM-440.10
NEW INV. IN®432.22 ~ln INV. OUT-432.02 1 inch = 40 ft.
wmffimmmmmmmm~
GREAT'
460 460
i
450 450
44(0 440
430 4 430
- - -
420 ...„owh . 420
3 WPW 4 OD Q - N Yd• dp• M I
10+00 10+00 11+00 12+00 13+00
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
sROXECx NO. NEW-05040 SHEL'1' 140. BIRLAR(CHAPEL P-8
OWNER:
THE JOHN R McADA S CA?C) ~IM,
5 NNP-BRLAR C EL L.L.C. 7. es+~~N Rod ' , NEW06050-P2 DT t PLAN & FILE GREAT RIDGE PARKWAY
rnwnrcA% 7T' %FfVrVMT 7TTTI T!lf1AT, 1 / v .1~p 1M7~ F'AIV ip ~Tgy_ TIV1,_ A~'""~1, ~0°• DESIGNED BY. RCA IIIIMRX - ATIAkA-
4 Dow r1%1 U` I llsv LL Ard X%wrL1lp ' v v arcs s... a 7 - DRAWN BY: t311rilYlU
E L ? 5 REV PER CULVERT F MCMFlCAlON Dfi-72-07 S 201 ENGINEERS/PLANNERS/SURVEYORS SRW GREAT 2228 HORIZ. SCALE: c y 3 1 rip y RIDGE S" A A- NORTHWEST 7g j'Lly C WATERUM L" NSIOlY nINTDATE::
REV PER NCOOT AND COUNTY COMMENTS 05-03-07 WJRIIW, NORTH CAROLRQA 27715 1" 40' RESEARCH TRIANGLE PARK, NC "ii ••s(C'~Y h . 10+00 THRU e7ALT. 12+x90.19 . o HWY. 1-501 &X MANNS CHAPEL ROAD BAMVM & VAIIJAMS TOWNSHIPS, CHATHAM COUNTY NORTH CAR®IM
2 as n• V
RESPONSE TO COUNTY COMMENTS 04-26-07 PHONE: [phone] "i~ G.N..;.• ~T, SCALE: 1" _ 4• 1 P.O. BOX 14005 ZIP 27709-4005 "~gFI SP.° DAZE:
FAX: [phone] '®onn'eninf`°t 03-D5-2007 REVISIONS DATE 919) 361

GREAT RIDGE PARKWAY GREAT RIDGE PARKWAY GREAT RIDGE PARKWAY
GREAT RIDGE PARKWAY NORTHWEST
NORTHWEST
~ ~ l l ~ I ( 111 I 11, 1111 I 1
a ExisnwG 20'
SENATE SANITARY "0 ° SEWER EASEMENT
SSMH 212 SSMH 200 / o it s7.24.~ B_-
SPA. 10+04.10 I 11 I~ \ 6 ( I _ - W SSMH 217 / 8~W l / t9s STA. 10+00.00 / .R' F EXu " SS
SS 11+00
7 SPA. 10+00.00 / 70 < 1 \ + 0 . Ex. SSMH 26{j
PROPOSED 20' STA. 11+87.20 U`\\ ®
SSMH 208A D 8.,~ % yy SS \ o~ r SSMH 2O3A - SENATE SANITARY SEWER EASEMENT
11+0 AD 00 STA. 11+1321 +ss. ° , 1- SSMH 218 s¢ ¢ SSSTA M ~9 4A4,. , STA. 10+5m.33
/ - STA.%10+35.30 o
SD ///'7jj'^^^''---+++~~~~°"...?. 8' W L SSMH 208 W L I°I =`•4 \ i~~ N, / / SPA, 10+00.00 1 . NA 43 • \
203 STA.H10+00.00 '
lY~ I ( 1 ' 'kl `fit SSMH 215 IH 0+00.00 - . l t
\ SPA. 10+00.00 . 10+0 ~
1 ITl ' 1 it ,1 I / 1 ~ \
/ -
NOTE: PLUG INVERT OUT OF SSMH 278 UNTIL SANITARY SEWER IS EXTENDED IN
RESIDENTIAL PHASE TO TIE TO EXISTING GREAT RIDGE P SANITARY SEWER. oGE AY GREAT RIDGE PARKWAY
GREAT RIDGE PARKWAY GREAT RIDGE PARKWAY
NORTHEAST NORTHEAST
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
a'1
t' 'r 1 "B" it if SS O"O(F JF 15 S%S 01F X";" "D"
CROSS 1V 1 C
550 550 500 b90 530 530 530 5 530 470 470 460 460--
~ - . ~ . 74
Q JHi
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_ 520 46000 460 4500
540 540 30 J 480 520 O 520 520 °
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Y n - =Fi NA 1 H
NU_ 1010 . (no (n
530 _ 530 480 480 510 , 51051Q=~. 510 450 450 440 440
r
4 i
lK _ U
-i - - V}W -
U
H~"-T f
0 0
M
520 520 470 470 500 _ 500 500, 500 44Qil 440 430M 430
0 O -
- °r N ~ Z
1 --3-- O~ O 'T O
00 Z - PVC
7 II
510 _ 510 460 460 490 490 490 A 490 430 430 420 - 42O..µ
4W 0 M 4 "d, N W CIA tm 00 x OD 0 n I n cm p~p pmOp ~N I
10+00 11+00 12+00 10+00 11+00 10+00 10+50 10+00 104 10+50 10+00 11+00 10+00 e~ 11+00 12+00
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
S iEET No.
eEWT°T No. NEW-05040
OWNER: THE JOHN R. McADA S A O
5 _ C L L L C TIM e+C,a NEW06050-P3 MP-B , ' ~ DESIGNED BY:
f MAMAATV TXTr n» ' ! •v~': are PLAN & PRO FILE aID 4][Joa L; r4ld pp-AT ma PAR AY
4 5850 FLT V~rri HUAW, 4 i V IVI11-1.11 1' 11 r
SEA ° DRAW' BY: SRW CF CROSS CONNECTOR "N' ROADWAY & WATERLINE EXTENSION MGAllAM~
3 REV PER CULVERT "F" MOOIRCATON De-22-o7 S Zai ENGINEERS/PLANNERS/SURVEYORS pZZ g CROSS CONNECTOR'S" 15-501 & MANN'S CHAPEL ROAD DA1'R:
os-a3-m % y • aomz. SCALE: 46• CF 2 REV PER Ncoor aRO couxr CO Y DURHAM, NORM CAROLINA 27713 v RESEARCH TRIANGLE PARK, NC FM 6` 4,V Zz SANUARY SEWER O/F °A' 111L1V "D .rQ~.IN & a ~~OWN CHATHAM CAROLINA yy~ gt J liJYYlYJ v `.U1e18NTY r lv pp®SILSl
oa ze-oT PHONE: [phone] GI veRT• scats: _ 4> SANUAF 1 RESPONSE TO COUNTY COMMENTS - P.O. BOX 14005 ZIP 27709-4005 ®x"'44.4 E sr, "``0 DATE:
REVISIONS DATE FAX: [phone] [phone] +saq,,,peo~~L 2~ 03-05-2007

*PERMANENT THERMOPLASTIC PAVEMENT MARKINGS
MARKING LINES MARKING SYMBOLS
PA - (4" WHITE) EDGE LINE QC - ("ONLY")
PB - (4" WHITE) 4° X 10' SKIP DO - (LEFT TURN ARROW)
PC - (4" WHITE) 4" X 2' MINI SKIP QE - (RIGHT TURN ARROW) U PD - (4" WHITE) SOLID LANE LINE QF - (STRAIGHT ARROW) T
PI - (8" WHITE) SOLID GORE LINE QG - (COMB. STR/LT ARROW) ~3
PJ - (8• WHITE) DIAGONAL LINE QH - (COMB. STR/RT ARROW) • O o
PK - (8" WHITE) CROSSWALK LINE QI - (COMB. STR/RT ARROW/LT ARROW)
PO - (24" WHITE) STOP BAR ~ w z I PQ - (4" YELLOW) 4" EDGE LINE > p
1 100' SETBACK I !II ? y PR - (4" YELLOW) 4" X 10' SKIP Z F?t
Ii i ~ :I I PT - (4" YELLOW) SINGLE CENTER LINE a
i3 '~t I PU - (4" YELLOW) DOUBLE CENTER LINE z rA
EdP+EoP PROPERTY LINE PY - (8" YELLOW) DIAGONAL W a P. Paz
h t.Dtit 2~.G°p 1.0i; _ * TEMPORARY STRIPING FOR TRAFFIC CONTROL MAY BE r 0 0
NORWOOD ROAD NCDOT STANDARD PAINT W ~,.y a+ 040 0 `d \ E'' -,Z~ k
NC 1574 NOTE: PAVEMENT MARKERS SHALL BE INSTALLED WITH MARKING LINES .-s
UBLIC R/W GREAT RIDGE PARKWAY DEPICTED. (SEE NCDOT STANDARD DETAILS SHEET C-6) W E-4 P40
!I so' P S E 60 PUBLIC R/W r
SIGNAGE LEGEND U) ®
STOP BAR I QA COMBINED STREET NAME: GREAT RIDGE PARKWAY/MANNS CHAPEL ROAD " z rA a m
L © DIVIDED HIGHWAY AHEAD (W6-1)
I ! C 50.0' 100.0' TAPER F se~peumnn~r~ Q STOP AHEAD SIGN (W3-lA)
I STORAGE I II I
© SPEED LIMIT 25 MPH SIGN (R2-1)
KEEP RIGHT SIGN (R4-7a) /
P PD PC © - ° - _ - ~ i Q PEDESTRIAN CROSSING (W11-2) & WARNING ASSEMBLY SIGN (W16-7P) _ Q SEAL r
k - b 2+00 13+00 a o0 27 ASPHALT 75+00 1+00- ri0 1 N _ "NO RIGHT TURN" (R3-1) 22286 :cti
Is+00 g I ° p, QK TWO-WAY STREET (Wl-7)
I tJ f 17+aa © STOP SIGN (R1-1) 18+00 "ONE-WAY" STREET (R6-1) ,,``'~erm~E~oA Ztl((
© STANDARD TEMPORARY BARRICADE (NCDOT TYPE III BARRICADE ITEM 1145.01)
PU I PA PU i ? V F
OF QH
~9xO ~ a v
1 I . ,I II I OD ~ JIM FOR TRA FIC CONTROL
°
w z ° z 9
CONSTRUCTION SEE "TRAF~IC o > >
I I CONTROLS DETAIL SHEET+ ;-10 F I I I yy a a a I ~ w > >
? I ,Z c n n n
? ® o T 0 0 I ¦ H m O n N
I I I I ® I 1 >
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PROPERTY LINE
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I
0 UI 1
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GREAT RIDGE PARKWAY
1 Pu 60' PUBLIC R/W IE-4 W z
1 PROPERTY LINE I ~C yQ~
1 W U
• I U U~
F--- - 1q
® a
® 1 26+00 27+00 29+00 29+00 30+00 24+00 2x+00 - I'M 1 4f f~
.I. 00 22' ASPHALT
C1I N 1 _ 3j x°o
Q F_-- PA° ° -
f
N 1 1 - 41
N m 1 \ t C
3 1 32x0
a W Y \ 1 \ U
o H 1 R ® q GENERAL NOTES (/a
N \ 1. ALL UTILITIES ARE BY RECORDS ONLY. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES a
o pY{ 1 N \1 ® x PRIOR TO CONSTRUCTION.
Z ~,1 1 ° a 4f I! 2. ALL IMPROVEMENTS IN MANN'S CHAPEL ROAD SHALL BE DESIGNED BY OTHERS.
n E.4 1 f LINE 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM WITH NCDOT
1 PROPERTY LINE 8 ~I ® STANDARDS. I
~-I ~ - - - ~ PROPERTY LINE
4. SEE SHEET PM-3 FOR SIGN CRITERIA NOTES ® PROJECT No. NEW-05040
I
m ® / ~AmE;NEW06050-PM1 ar~exsvx
0 I ®p - DESIGNED BY: RG"A
0 3 U ® DRAWN BY: SRW
N A. SCALE:
C 0 U
6 c m GRAPHIC SCALE DATE' 03-05-2007
.n n ~n An 80
O N ` y SI~ET N0.
O
?JQ W ® ~4y I inch = 40 ft.
2 ® cADAMS
Z FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION M
U
0 p
h X

I 1 FUTURE DEVELOPMENT
/z/
i
WI ,
( I ] FUTURE DEVELOPMENT 0 0
1 I f ~ i t M',D r~ w zI I d r~ a
Y 9
W I 22' ASPHALT ~I I x ~ t -Ili C12 6 ® \
1 t
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_ GREAT RIDGE PARKWAY RKWAY 4 4 z
m o 0 Qa Q'aoO
+ 1 41' PUBLIC RAW 1 33 +
+00 -
1 34+00 PA PU PY G E-4 W v o 'o
3s+oa i
' I 36+00 STOP BAR
I' W as Ga ~
~ -
I C 37+00 10+00 36+00 39+00 + _ } • FS^'" a `uuunge
I CA 0
1 _ SE e
\ ? 22286 °
1 F PQ d d S NG 6E °
~ 1 STOP BAR 12
I ~ 73+
1 ~ ~ I ° I I s
14+00 15+ 0
I ! ' -°'F- - ® a v 0
! I I I 1 ( I ~ < 8
z 8 z lz
I I
. , I I f i ~ ~ o a a
i }
NOTE
ADVANCED WARNING SIGN SHALL CONFORM TO NCDOT STANDARDS AND SHALL BE PLACED A p FUTURE DEVELOPMENT w 4 0
MINIMUM OF 250 LINEAL FEET FROM DIVIDED LANE SPLIT. *PERMANENT THERMOPLASTIC PAVEMENT MARKINGS
MARKING LINES MARKING SYMBOLS
PA - (4" WHITE) EDGE LINE OC - (-ONLY")
PB - (4" WHITE) 4" X 10' SKIP QD - (LEFT TURN ARROW PC - (4" WHITE) 4- X f MINI SKIP QE - (RIGHT TURN ARROW) a
PD - (4" WHITE) SOLID LANE LINE OF - (STRAIGHT ARROW) ® o n
PI - (8" WHITE) SOLID GORE LINE QG - (COMB. STR/LT ARROW) x N
PJ - (8- WHITE) DIAGONAL LINE OH - (COMB. STR/RT ARROW)
PK - (8" WHITE) CROSSWALK LINE QI - (COMB. STR/RT ARROW/LT ARROW) PO - (24" WHITE) STOP BAR 0
PQ - (4" YELLOW) 4" EDGE LINE
PR - (4" YELLOW) 4" X 10' SKIP
PT - (4" YELLOW) SINGLE CENTER LINE
PU - (4" YELLOW) DOUBLE CENTER LINE PY - (8" YELLOW) DIAGONAL
° TEMPORARY STRIPING FOR TRAFFIC CONTROL MAY BE NCDOT STANDARD PAINT
NOTE: PAVEMENT MARKERS SHALL BE INSTALLED NTH MARKING LINES
• y ° DEPICTED. (SEE NCDOT STANDARD DETAILS SHEET C-6) \ w 000 A
r }
}
1 `
! ~ I F"E DEVELOPMENT
~t !Y,/, ® ` ,ode 5
t I 50
I I
C AY ® tVl++ Y^ pa® C~
;GREAT 41, RIDE P BLIC R/
I
P-A
' STOP BAR
pkd
L F"
~JL
© _ PQ ° - STOP BAR STOP BAR -
25+00 SIGNAGE LEGEND
® COMBINED STREET NAME: GREAT RIDGE PARKWAY/MANNS CHAPEL ROAD
© DIVIDED HIGHWAY AHEAD (W6-1)
20+00 4 M (D STOP AHEAD SIGN (W3-1A) y~
_ 21+00 P J04 I i © SPEED LIMIT 25 MPH SIGN (R2-1)
a I HQ KEEP RIGHT SIGN (R4-7a) j3
3 ® I ~ m • I ~ I IQ PEDESTRIAN CROSSING (W11-2) & WARNING ASSEMBLY SIGN (W16-7P)
I 1 E P j O "NO RIGHT TURN" (R3-1)
i TWO-WAY STREET (WI-7)
' © STOP SIGN (R1-1)
® "ONE-WAY- STREET (R6-1) PROJECT NO. NEW-05040 ffimffmlm~
m FUTURE DEVELOPMENT d STANDARD TEMPORARY BARRICADE (NCDOT TYPE III BARRICADE ITEM 1145.01) FRENAME: NEW06050-PM1
3 DESIGNED BY: RCA
0 DR&WN BY: SRW JIJYN'JeX
GENERAL NOTES SCAIE: 1" = 40'
i. ALL UTILITIES ARE BY RECORDS ONLY. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. GRAPHIC SCALE DATE: 03-05-2007
40 0 20 40 80 ....,.,,m
.`ry 2. ALL IMPRUVEMLN IS IN MANNA 4nAreL KVAU annu. Dc uwiulcu uv
do, 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM WITH NCDOT
q STANDARDS. i inch = 40 ft
w Mjc DAMS
3 4. SEE SHEET PM-3 FOR SIGN CRITERIA NOTES W FINAL DRAWING NOT RELEASED FOR CONSTRUCTION
3
b U N
e g

4f *PERMANENT THERMOPLASTIC PAVEMENT MARKINGS
R MARKING LINES MARKING SYMBOLS
PA - (4" WHITE) EDGE LINE QC - ("ONLY")
PB - (4" WHITE) 4" X 10' SKIP QD - (LEFT TURN ARROW) U o PC - (4" WHITE) 4" X 2' MINI SKIP QE - (RIGHT TURN ARROW)
F/ e PD - (4" WHITE) SOLID LANE LINE QF - (STRAIGHT ARROW)
PI - (8" WHITE) SOLID GORE LINE QG - (COMB. STR/LT ARROW) H ~ z OI
PJ - (8" WHITE) DIAGONAL LINE QH - (COMB. STR/RT ARROW)
® ® PK - (8" WHITE) CROSSWALK LINE QI - (COMB. STR/RT ARROW/LT ARROW)
4f fy~ J , PO - (24" WHITE) STOP BAR w PQ - (4" YELLOW) 4" EDGE LINE
Y~ ® f r 4 PR - (4" YELLOW) 4" X 10' SKIP Z N
,p ! PT - (4" YELLOW) SINGLE CENTER LINE
PU - (4" YELLOW) DOUBLE CENTER LINE z z PY - (8" YELLOW) DIAGONAL W O O
X J ~ \ E< "t u'
• TEMPORARY STRIPING FOR TRAFFIC CONTROL MAY BE 0.. O o NCDOT STANDARD PAINT T
\ !1 f , j* Y
NOTE: PAVEMENT MARKERS, SHALL BE INSTALLED WITH MARKING LINES W O c0r
40' 4f y \ DEPICTED. (SEE NCDOT STANDARD DETAILS SHEET C-6) Z W W rn
z Wpm' W Ga
\ /f/J
SIGNAGE LEGEND
r ? J~ r Y Q COMBINED STREET NAME: GREAT RIDGE PARKWAY/MANNS CHAPEL ROAD C
© DIVIDED HIGHWAY AHEAD (W6-1)
\ QF STOP AHEAD SIGN (W3-1A) ; a 9.'•e
® ? \ \ \ \ \ © SPEED LIMIT 25 MPH SIGN (R2-1) SEAL
22286
® 3p+\ ®®a J ® KEEP RIGHT SIGN (R4-7a) -'?rte •°,F~ 44%
Q PEDESTRIAN CROSSING (WI1-2) & WARNING ASSEMBLY SIGN (W16-7P) °•.•.'I ° qct J. E• SP°0 "NO RIGHT TURN" (R3-1) '~nume"°~ 21~d
\
I ~ \ s Q TWO-WAY STREET (W1-7) © STOP SIGN (R1-1) In
z
31x ~ © "ONE-WAY" STREET (R6-1) O ~2
~00 \ © STANDARD TEMPORARY BARRICADE (NCDOT TYPE III BARRICADE ITEM 1145.01) ° z
z o
U V F° O O
4 O 2
\ O J Z z
o
N a a
2*0 \ ~ PY a \ ~ w w Uy] M ~ ¢
z O O O 0
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1 JO+~ G
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a
N9~
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J I U R~
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62,00 q q PU cn x
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r~ w
C ° o
FUTTURE',DEVELOPMENT 63+0p w 00
f r r
r / / PY O
j r G 64+00
, L OX00
SIGN CRITERIA: o
1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD CONSTRUCTION DRAWINGS. / H ,,r f f `•F, f Y a
2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE
MATERIAL, EXCEPT STOP SIGNS. STOP SIGNS SHALL BE CONSTRUCTED OF HI-INTENSITY GRADE MATERIAL ON A 30 INCH BY 30-INCH OCTAGONAL STOP SIGN BLANK. f ! W z C~7
3. ALL SIGNS, EXCEPT STREET MARKERS, SHALL BE MOUNTED IN A MANNER THAT THE BOTTOM OF THE SIGN IS A MINIMUM OF SEVEN FEET (7-FT) ABOVE
GROUND LEVEL. STREET MARKER SIGNS SHALL BE MOUNTED OVER THE TOP OF STOP SIGNS ACCORDING TO THE STREET MARKER STANDARDS IN NUMBER 7
BELOW. H \ U o
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL STREET SIGNAGE SHALL BE 12 FEET LONG AND CONSTRUCTED OF 14 GAUGE GALVANIZED STEEL "U" j
CHANNEL POSTS OR TWO INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. WHEN USED IN SPECIFIC LOCATIONS AND DIRECTED BY NCDOT, COLORED GROUND f, MOUNTED
FlNISHR LL GROUND MATCH MOUNTED SIGN POSTS SHALL HAVE 3/8TH INCH HOLES DOWN COLORED THE C ENTER OF THE POST POST SUPPORTS DRILLED AT ONE INCH POWDER POSTS COATED MAY BE EQUIRED TO
(1-IN) SPACING FOR THE ENTIRE LENGTH OF THE POST. PQ u
5. GROUND MOUNTED SIGN POSTS SHALL BE DRIVEN TO A MINIMUM OF 36 INCHES BELOW GROUND LEVEL ALL POSTS SHALL BE PLUMBED AND LEVELED AS THE POST IS INSTALLED.
NCDOT FOR THE TC.) E INSTAL I ED, IT WALL E THE RESPONSIBILITY OF THE DEVELOPER TO FABRICATE THE ITEMS, 6. IF DECORATIVE (NON-STANDARD) ITEMS INTO AN AGREE (POLES, SIGNS, WITH MAINTENANCE, INSTALL THE ITEMS, N ENTER
7. ALL STREET MARKERS (STREET NAME SIGNS) SHALL BE DESIGNED AND INSTALLED AS FOLLOWS: ° p
m lKr~ r pq
g A. STREET MARKERS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS AND WLL INCLUDE THE BLOCK NUMBER OF EACH STREET. CL B. ALL SIGNAGE PROVIDED AND INSTALLED SHALL BE CONSTRUCTED FROM A 0.080 GAUGE ANODIZED ALUMINUM SIGN BLANK AND CONFORM TO STANDARD
p MUTCD SIGN SIZES.
N C. STREET MARKERS SHALL BE DESIGNED IN A STACKED CONFIGURATION AND LOCATED IN A MANNER FOR VISIBILITY FROM ALL DIRECTIONS OF TRAVEL O
rv D. STREET NAMES SHALL BE DISPLAYED BY USING A MINIMUM OF 4" REFLECTIVE WHITE LETTERS AND 2" REFLECTIVE WRITE NUMBERS FOR THE BLOCK NUMBERS 144
AND ABBREVIATIONS (RD, DR, ETC.) ON A REFLECTIVE GREEN BACKGROUND. ON PRIVATE STREETS, A NOTATION OF -PRIVATE STREET" IN 2" BLACK LETTERS ON w A YELLOW BACKGROUND WILL BE ADDED ON THE EDGE OF THE SIGN CLOSEST TO THE ROAD. SIGNS MUST NOT HAVE BORDERS.
E. THE LAYOUT OF THE STREET MARKERS SHALL CONFORM TO NCDOT STANDARD DRAWINGS. THE STREET NAME SHALL APPEAR CENTERED VERTICALLY ON THE QV) a
THE APPEARANCE MARKER. F THE STREET MARKER. SHALL APPEAR TO THE STREET LEFT OF THE THE STREET MARKER. EACH ABBREVIATION ITEM SHOULD BE SPACED E TO TOP RIGHT BALANCE OF THE STREET 2 BOTTOM RIGHT OF
IL °
o F. STREET MARKER MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A MINIMUM BE ENGINEERING GRADE REFLECTIVE
o MATERIAL.
G. THE LETTERS SHALL BE DESIGNED USING THE STANDARD HIGHWAY ALPHABET OF FHWA, SERIES B. NOTE STAN
H. TWO (2) SIGN BLANKS ARE REQUIRED FOR EACH STREET NAME MARKER ASSEMBLY. EACH BLANK SHALL HAVE A STREET NAME ON BOTH SIDES. THE SIGN NCDOT STANDARDS AN BLANKS SHALL BE INSTALLED IN A STACKED MANNER USING COMMERCIALLY AVAILABLE ALUMINUM MOUNTING HARDWARE. EACH ASSEMBLY SHALL CONTAIN ONE ADVANCED MINIMUM OF 250 WARNING LINEAL SIGN FEET SHALL FROM CONFORM FORM TO LANE SPLIT. LIT. DARDS AND SHALL BE PLACED A p.y t , 0 ~1
Q (1) CROSS MOUNT FOR FLAT BLADE STREET SIGNS AND ONE (1) U-CHANNEL OR SQUARE POST BRACKET FOR FLAT BLADE STREET NAME SIGNS. STREET DIVIDED i St
c MARKERS FOR DIFFERENT STREETS SHALL BE PLACED AT RIGHT ANGLES. THE STREET MARKER ASSEMBLY SHALL BE MOUNTED TO THE U-CHANNEL OR SQUARE POST OVER THE TOP BE E MOSTOP UNTED SIGNS. ON A F SEA STOP PARATE UNCHANONELPRESENT, R SQUARE POST AT P THSIGN IS NOT AT AN E APPROPRIATE LOCATION. LOCATION FOR STREET MARKERS, r!J t , 't\ ~11. 1 ;oA PROJECT NO, NEW-05040
STREET MARKERS SHALL U,
I. THE LENGTH OF THE STREET MARKER IS VARIABLE DEPENDING ON THE LENGTH F THE STREET NAME, BUT SHOULD CONFORM TO TABLE 1 BELOW. THE °•c5 'Yr'~ ti 1 1a 1 t°` v4 FILENAME: NEW06050-PM1 v„ 1 ` tia C~eO DESIGNED BY: RCA
HEIGHT OF THE STREET MARKER SHALL BE 6 INCHES. TABLE 1
STREET MARKER BLANK LENGTH GENERAL NOTES r~l4g` DRAWN BY: SRW
s7REU7 NAME - NUMBER OF DEPIERBo sFRSE7 MARKER IN BL4NK LENGTH 1. ALL UTILITIES ARE BY RECORDS ONLY. CONTRACTOR SHALL FIELD VEF SHALL FIELD VERIFY ALL UTILITIES N
63--10 LET T7 LETTERSERS 2a IN PRIOR TO CONSTRUCTION. 30-IN rl" `'a ®9 ` } ®°`a SCAM: 1,. _ 40'
° _1L 36-IN ABOVE 13 LETTERS 36-IN PLUS 2-IN PER ADDITIONAL LETTER 2. ALL IMPROVEMENTS IN MANN'S CHAPEL ROAD SHALL BE DESIGNED B' 8 BE DESIGNED BY OTHERS. GRAPHIC SCALE DATE: d3-05-2007 % 40 0 20 40 BQ SHEET NO. r%R A A
NUMBER OF LETTERS REFERS TO THE NAME OF THE STREET, BUT NOT THE ABBREVIATIONS 3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL COP AND SHALL CONFORM N I H NWUI t
u~ NEEDED TO LABEL ROAD, DRIVE, AVENUE, STREET, ETC.. STANDARDS. ® I inch = 40 ft.
q 8. PAVEMENT MARKINGS SHALL BE PLACED ON THE STREETS ADJACENT TO THE SITE WHERE ROADWAY IMPROVEMENTS ARE REQUIRED OR WILL BE PLACED ON 9 NEW STREETS TO BE ACCEPTED BY NCDOT. PAVEMENT MARKINGS MUST BE MADE OF A THERMOPLASTIC MATERIAL AND ADHERE TO SECTION 1200 OF THE
NCDOT ROADWAY STANDARD DRAWINGS, 2002 EDITION OR LATEST. ~ 0 t1 McADAMS
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
3
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