20080580 Ver 1_Stormwater Site Plans_20080716

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NOTE: b, ,
a, NOTE; SHEET SUMMARY
A f Nitrogen calculations were performed sD-1 sTaRM DRAINAGE. DATA - ;
Wuhan the si ht .man. les shown on h , ~ ~ t t is Ian no ~ g 9 p ~ F
at the SLlbmlttal Of Phase bUt SD-2 STORM DRAINAGE DATA CONT' ~ SD--3 STORM DRAINAGE DATA CONT'
obstruction between 2 ft. and S ft. in hei ht abov a. g e r, InCIUde the entire Slte. V11e al"e aware S-1 EXISTING SITE CONDITIONS WEST
s
the curb I~ne eievation shall, be Ioc aced En whole or r that the CalCtl~atlOnS were performed TCA~1ETREEINCONSERVATIOIN PLAN EAST
prior t0 the entire Slte being designed C-1 OVERALL SITE LAYOUT
v art. Obs r n t uctio s include but are not limited to P an Y C-1A ENLARGED SITE LAYOUT
, and that no credit or refund for the C-16 ENLARGED SITE LAYOUT
arm folio e fence si n or arked vehicle. ~ r 9 p , Bu down will be available for future C-1C ENLARGED SITE LAYOUT
y C-2 ENLARGED SANITARY SEWER PLAN
BMPs installed in Phases 2 3 8c 4. C-2A ENLARGED SANITARY SEWER PLAN - C-26 ENLARGED SANITARY SEWER PLAN
C-3 ENLARGED WATER DISTRIBUTION PLAN

ALL. CURB AND GUTTER C-3A ENLARGED WATER DISTRIBUTION PLAN C-36 ENLARGED WATER DISTRIBUTION PLAN
f ~ AT STREET INTERSECTIONS C-4 ENLARGED GRADING & STORM DRAINAGE PLAN
Z-54-06- Buffaloe Raad, on the southeast side of its inters wi action ~ th Farestv~lle Road, SHOULD HA UE A MlN, RADII OF 30' C-4A ENLARGED GRADING & STORM DRAINAGE PLAN
being various Wake County PINS. Approximately 127.24 acres rezoned to Residential-6 C-46 ENLARGED GRADING & STORM DRAINAGE PLAN
Conditional Use.. ~ t C-~4C STORMWATER RETENTION POND ENLARGEMENTS
C-4D LEVEL SPREADER DESIGN AND SPLITTER BOX DETAILS
Conditions 12 12 2007 / ~ , ~ cENERAI_rro~ C-5 ENLARGER STAKING AND PAVING PLAN 1. SEE SHEET SD-I, 2 & 3 FOR STORM DRAINAGE SCHEDULE. C-5A ENLARGED STAKING AND PAVING PLAN
a. Reimbursement for additional ri ht-of-wa dedications alan Buffaloe Road Old 9 Y 9 , ~ ; 2. A!L SANITARY SEWER MAINS SMALL B£ PVC (SDR 35) C-56 ENLARGED STAKING AND PAVING PLAN
Milburnie Raad and Forestville Raad shall be at Residential-4 District Values. T UNLESS O'MERWISE SHOWN.
9 , b. There shall be na rnore than: i two 2 ublic acces ' 3. ALL WATER MAINS SHALL BE DUCTILE IRON C15O PIPE. C--6 OVERALL EROSION CONTROL PLAN -BASIN AREAS/CLEARING & GRUBBING y' 4. ALL MATERIALS AND INSTALLATION sHAU BE PERFORMED C-6A EROSION CONTROL -BASIN AREAS/CLEARING & GRUBBING
O O p ses onto Buffaloe Road from the ' ~ ~ " ~ " ' ' ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
Pro art ii one 1 ubfic street acces p Y, p s onto Forestville Road from the Pra art , and P 1" AND SPECIFICATIONS AND NC DOT STANDARDS AND C-6B EROSION CONTROL -BASIN AREAS/CLEARING ~ GRUBBING AND SPECFICATIONS WHERE APPLICABLE. C-6C EROS30N CONTROL -BASIN AREAS/CLEARING & GRUBBING
(iii) one (1) public street access onto Old Milburnie Raad from the Pro art . NOTES; p Y 5. NO SIGHT OBSTRUCTING 4R PARTIALLY OBSTRUCTING WALL,
1. Minimum corner clearance from curb line of intersect c. Development of the Property shall consist of only single-family detached dwelling units of intersectin FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER C-7 OVERALL EROSION CONTROL -ROUGH GRADING 9 OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHF ABOVE 1HE C-]A EROSION CONTROL -ROUGH GRADING
streets shall be at least 24 ft from amt of tan enc + or townhomes. Residential densit for th p g y ! tan enC of the CURB LINE ELEVATtoN SHOULD BE PLACED IMTHIN A SIGHT TRIANGLE, C-7B EROSION CONTROL -ROUGH GRADING g y 6. ONLY STANDARD CURB AND GUTTER ALLOWED ON 11i0RNROS£ HILL,
y e Property shall not exceed 600 dwelling units or an avera e of 4.7 dwel in un' curb. No drivewa s shall encroach on this minimum coi g ! g its per acre, whichever is less. There shall be a ti y Minimum corner MAPLEMOOR AND LAURELSHIRE ROADS. G-7C EROSION CONTROL -ROUGH GRADING
maximum of 120 townhouse dwelling units located an the Pra art . All townhouses clearance. C-$ OVERALL EROSION CONTROL -FINAL GRADING & STABILIZATION
P Y located an the Pro art shall be served b at least a on - p y y e car garage. 2. All public streets shown on these tans shall have th
P gall have the foil C-8A EROSION CONTROL -FINAL GRADING & STABILIZATION MAXIMUM B U I ED I N G HEIGHT C-8B EROSION CONTROL -FINAL GRADING & STABILIZATION
width of the ri ht--of-wa cleared and railed within 50 d. Devela meat of Chase ortians of the Pra art a ~ y ~ p p p y d1acent to and abutting properties d Within 5~ feet Of C-8C EROSION. CONTROL -FINAL GRADING & STABILIZATION
all street intersections. The full width of ri ht-of-wa identified by Wake County PINs 1745-79-4962 (Bk 2439, P 184 , 1745-79-1688 Bk ~-54 g y ht-of-way shall be FOR TaWNHOMES WILL BE C-s MANAGED/UNMANAGED OPEN SPACE
9 ) ( Q 11703 P 1035 1.745-69--9704 Bk 4805 P - cleared and graded alon Old Milburnie, Buffaloe and Foi g ( g 345), 1745- 69 6723 Bk 4427, P 936 , g Iloe and Forestville 28 FEET, C-10 WEATHERED OAK WAY -PLAN & PROFILE
( g ) 1745-69-4713 (8k 3461, Pg 131), 1745-69-1792 Bk 3461, P 129 1745-59-8732 Roads. C-11 MAPEESHIRE DRIVE -PLAN & PROFILE
( g (Bk 3125, Pg 80), 1745--59--4689 (Bk 3125, Pg 78), 1745-49-5347 Bk 7222 P 867 3. For the ro ased access Dints on Buffaloe Road any C-12 BIRCHMOOR WAY -.PLAN & PROFILE ~e Road and . C-13.CL11>~.Rr'b WAY WEST -PLAN & PROFILE
( ~ g P P P 1746--41-6877 Bk 9050 P 759 1746-~41-77 d ( g 78 (8k 12248, P 1509 , 1746-41-9800 ~
g ) Forestville Road the owner develo er is res onsible for m ~ ~ P p (Bk 6318, P 944), 1746--51-0859 Bk 6383, P 277, and 1746-51-2873 8k 6 ski' ansible for any C-14 CHANNERY WAY EAST -PLAN & PROFILE EASEMENT NOTES: C-15 PALMER SPRINGS CEDARSHfRE CT PLAN & PROFILE
g ( 9 ) 962, P t m ~ ( g 2 ~ c „ 2~ _ onflicts with existin or proposed utilities, drama e dev o OF S 9 g 219) (collectively, the Adjacent Properties) shall consist and of i sin 1e Tamil C~ ~ r rainage devices, fire 2Q' PRIVATE DRAINAGE EASEMENT C-16 JASMINE TRELLIS LANE -PLAN & PROfiILE
Y g Y ~ q ~o ~ E rv hydrants, unlit ales, street li hts, catch basins or sim dwelling unit lots with a minimum de #h of 110 feet and a minimum width of 75 feet or ~ R CO y p g Isins or similar AROUND ALL. DRAINAGE PIPES AS C-17 THORNROSE HILL DRIVE -PLAN & PROFILE
P Q o ~ ~ ~ ob'ect in - 1 u a en s ace lots with a mmrmum de th of 50 feet ~ 1 s with 23 feet of drivewa centerline. Construe Construetian LNSTALL.ED C-98 THORNR05E HILL DRIVE -PLAN & PROFILE
O p p p , or rrr ublic r~ hts-of-wa . Y P 9 Y ~1 ~ c.n ~ v drawin s will show an inset show' all di +
g ing mansions and o .~N Z e. Except for open space adjacent to and abutting Wake County PIN. 1745-49-5347 Bk ~ information re wired for construction. The contractor wl Isions and other 20' CITY OF RALEIGH SANITARY C-19 OLD MILBURNIE ROAD -PLAN & PROFILE
~ q ~ ~ ~ntractar Will correct SEWER EASEMENTS ON 8" SEWER C-20 WESTON PARK WAY & BUFFALOE ROAD -PLAN & PROFILE
7222, Pg 867) and prior to the issuance of a certificate of occupancy for the Pra art , `P ap p y y errors or omissions uncovered in the field. LINE AS JNSTALLED OUTSIDE OF C-21 BUF#-ALOE ROAD CONT'- PLAN & PROFILE d' C-22 BUFFALOS ROAD CONT'-PLAN& PROFILE/ROAD WIDENING & DIMENSIONING
the owner of the Pro art shall construct .and install a six 6' fo i h fi` ~ ~7 p y at h g solid woad or ~ 4. The WC access ram s will be rovided in accordance P p accordance Wlth the PUBLIC RLGNTS OF WAYS C-23 BUFFALOS ROAD CONT'-PLAN & PROFILE/ROAD WIDENING & DIMENSIONING
vinyl fence within five (5) feet of the common property lines along those portions of the BL PDND R • Ralei h En meerin Standard Drawm STD 20.11. Where 9 9 9 9 # .11. Where sidewalk C-24 SANITARY SEWER OUTFACE A -PLAN & PROFILE
Property adjacent to and abutting the Adjacent Properties (as defined in Condition d. x7 is not required aloe the Public ROW, curb is to be de
above). 9 P to be de res5ed at C-25 SANITARY SEWER OUTFACE A -PLAN & PROFILE ~ ATI'EM10N c~NrFiACI'aRS C-26 BUFFALOS ROAD STRIPING PLAN
all ram locations spawn on STD 20.11 P # C-27 BUFFALOS ROAD STRIPING PLAN J The Construction Contractor responsible for the extension of water L-1 ENLARGED LANDSCAPE PLAN
f. An townhouse structure located u an the Pro art ~ Y p p y shall be located no closer than and sewer, as approved in these plans, is responsible for conta ,,ctina the
400 feet from fhe common property lines of the Property and the Adjacent Pra ernes. 1 P CENTRAL ENGINEERING DEPARTMENT at 831-6810. and the L-lA ENLARGED LANDSCAPE PLAN PUBLIC U1ILITIES DEPARTMENT ak 890-3400 at leask L-16 ENLARGED LANDSCAPE PLAN
ENGINEERS CERTIFICATION g. The front exterior of the dwelling units, exclusive of foundations, constructed upon the twenty four hours prior to beginning ony of their construction.
OPEN SPACE. LOT SUMMARY !HEREBY CERTIFY THAT 1 AM A CIVIL ENGINEER REGISTERED Property shall have areas of brrek and/or stone, and hardrplank siding or vinyl siding. TL-1 Tor LaT nErAIL 'EGISTERED !N THE STATE FAILURE to notify both CI1Y pEPARTMENTS in advonce of beginning D-1 UTILITY DETAILS
LOT AREA AC PERIMETER FT LOT AR OF NORTH CAROLINA, AND THAT THIS PLAT IS IN ALL ASPECTS ALL ASPECTS CORRECT ~ construction, will result in the issuance of MONETARY FINES, and i D-z UTILITY aETAILs
EA AC PERIMETER FT AND WAS PREPARED BY ME OR UNDER MY DIRECTION. h. Buildings constructed upon the Property shall not exceed forty (40') feet in height or 505 1.275 1211 512 1.996 ION require reinstallation of any water or sewer foclRies not inspected D-3 UTILITY DETAILS as a result of this notification failure.
1527 D-4 EROSION CONTROL DETAILS
three (3) stories, whichever is lesser, 506 2.063 1824 513 3.797 40 61 FAILURE to Coll for INSPECTION, INSTALL A DOWNSTREAtd PLUG, nave D~5 STORM DRAINAGE DETAILS
507 9.265 4192 514 3,4.32 NAME: DATE: i. Prior to issuance of a certificate of occu anc for fhe three 2368 PERMITTED PLANS on khe JOBSiTE, or any other NOLAlION of CITY OF RALEIGH D-6 NC DOT STORM DRAINAGE DETAILS ' STANDARDS will result in a FIN£ AND POSSIBLE EXCLUSION from future work
p y hundreth single single GEORGE M. McINTYRE JR., P.E. famil dwellin unit constructed u an the Pro art develo ant 508 1.186 1041 515 .395 in the CITY OF RALEIGH. D-7 LEVEE SPREADER/NC DOT STORM DRAINAGE DETAILS
Y 9 p p y, pm upon the Property shah 564 include the fallowing, completed amenities: a clubhouse not less than 1200 square feet in 509 .458 866 516 .335 D-8 SEDIMENT BASIN CALCULATIONS
476 size; a swimming pool; and three (3) tat tats not less than 900 square feet each in 510 ,765 19
69 517 2.326 2819 size. PRELIMINARY .SUBDIVISION SITE PLAN DATA D-~ AD5 OUTLET/DETENTION BASIN DETAILS
511 .248 433 518 .1 54 378 1. EXISTING ZONING - R-6 CONDITIONAL USE ZONING
j. Single family detached dwelling units constructed on the Pro art shall include crawl 2. (R-6) - 1746-51-4293, 1746-60-5368, 1746-70-1874, 'UTILITY INSTALLATIONS AND OTHER PUBLIC
p Y space foundations. : ~ ~.,A~ ~ u : ti 1746-70-4410, 1746-30-5575, 1746-40-1439, 1746-40-7433 FACILITIES, INCLUpING SIDEWALKS AND HANDICAP
1745-49~-5797, 1746--50-8750 ;RAMPS ARE TO BE CONSTRUCTED ON AEL STREETS
• PUB ! IMPRO eVe 0 1~'1 L C VEMENT QUANITiTY TAKE-OFF e~ wn er. k. Where there are no mature .frees meeting the basal standards of Section 10-2082.5(f) 'CE-OFF 3. TOTAL GROSS ACREAGE 126.8 ACRES AS SPECIFIED BY CITY CODE, THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
, PHASE 1 of the City landscape. ordinance and within twenty feet (20) of Buffaloe Road, an earthen 'VASE 1 LESS DEDICATED R/W ALONG BUFFALOS ROAD = 0.695 ACRES AND SHALL BE SO INSTALLED UNLESS A CHANGE
bar a : t~ 52.07 AC m t least four feet (4) rn .height measured from the edge of the right-of-wa of AC LESS DEDICATED R/W ALONG OLD MILBURNIE ROAD = 0.18 ACRES , IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC LESS DEDICATED R/W ALONG FORESTVILLE ROAD w 0.112 ACRES SANITARY SEWER EASEMENTS ARE TO BE RECORDED A
y LOT : 84 IOTA Buffaloe Road shall be constructed and installed aloe the northern b # S 3 L 132 g oundary of the 132 ,PRIOR TO FINAL ACCEPTANCE.
Property fhat abuts Buffaloe Raad. RANGE OF LOTS: 1 -384 1 - 132 TOTAL NET ACREAGE = 125.81 ACRES 4 - 132 TOWNHOME AREA = 10.96 ACRES TRANSPORTATION SERVICES ~ ~ '
- - TowNHaMES: 120 TAL 2 s 1- 4 - TO 8 aT ( 2 ,57 60} -24,57-60}
- 16 W L Buffaloe Rd 4,445 LF i C 445 LF IMPERVIOUS AREA FOR TOWNHOME = 6.89 ACRES PUBLIC UTILITIES ~
_ , r„~ > „ 6 6" W L 250 LF ?50 LF' 4, CALCULATED AREA FOR DENSITY = 125.$1 ACRES
rn ~ rl Ve 5 458 LF 8 WL > ~5$ LF ;CONSERVATION ENGINEER 5. PROPOSED USE; SINGLE FAMILY CLUSTER & TOWNHOME DEVELOPMENT
i5O LF ~j ~ ~
a ei a 12 W L 1,550 LF t DENSITY ALLOWED: PLANNING
12 W L 01d M1'iburnie Rd 852 LF ~2 LF R--6 C.U. 4.7 UNITS PER ACRE x 125.81 = 591 UNITS 9 ~
a 8 W L Pri va fe 589 LF 39 LF NO DENSITY TRANSFER FROM CM ZONING IS REQUESTED OR REQUIRED
8 SEWER Includes Ouffalis 6,103 LF 03 LF BY THIS SUBDIVISION,
TOTAL UNITS ALLOWED 591 UNITS pRlvatE
8 SEWER Private 489 LF 39 LF s~ c~alacUon/Extmakn stem TOTAL UNITS PROPOSED - 510 UNITS (120 TOWNHOMES/390 SINGLE FAMILY) fie ply of Boleyn oanemte to the oonneelhn and sxlendoa of the ptyls puWle ens eyatem as :hoer an thb plan, The maierid and canaWoibns melhode uead for th4 protxt ahotl conldm to the pl;+a Puhlk
ST ORIuI SEWER 1,550 LF I~Ja LF DENSITY ACTUAL 510 UNITS/ 125.81 ACRES = 4.05 UNITS/ACRE UtameaHandboaks'standardsmdapecipcatknr. f~,
15 4,843 LF '43 LF ply o1 Rdayh 6. THIS TRACT IS NOT PART OF A PREVIOUSLY wanc utruae department Permit j
18 1731 LF Carebuetlp, Mprawl t '31 LF APPROVED SUBDIVISION. gate i
24 1,649 LF „ 49 LF 7. PROPOSED SINGLE FAMILY LOTS: 39O PRIVATE
30 2,009 LF 11 i09 LF PROPOSED TOWNHOMES: 120 ybter~iehauuaa/Extenatm5yalem The pry of Boleyn wnaeaia W Ne anneatbn oM erterrsion ar the ptyrs puck voter system as alaan as
36 1,058 LF i58 LF OPEN SPACE LOTS: 14 (LOTS 391 - 404) thh plan. 71ro material and oonruuatbne malAeae uee4 for thla prokct~G aanfam me CHye FvNk ' UtUlUea ltondbooks' standards a~ apadncotknx 8. MINIMUM LOT SIZE = 5000 SF ~ O ptyalRdeyh ~ ~Q
or } 42 799 LF '99 LF 9. AVERAGE LOT SIZE = 9,906 SF XV Canatruaflan Approwl
D \ J _ ~ ~ Puhlk UtA~taa QryarUylMt PUmit j
' 7 020 LF h2O LF 10. THIS PROPERTY IS WITHIN THE (E. T.J.) Data 11, INSIDE FLOOD HAZARD BOUNDARY NO
urn er o s 0 S TREET LENGTH 12. THIS PROPERTY IS WITHIN NEUSE RIVER BASIN pRAINAGE AREA
25 B B TOWNHOMES 590 LF X90 LF 13. LINEAR FT. OF STREETS (SINGLE FAMILY) = 18,277 L.F.
o- ul~ ers ase 26 B B 40 R W 0 LF 0 LF LINEAR FT. OF STREETS (TOWNHOMES) = 2,516 L.F,
14, AREA OF RIGHT-OF-WAY (SINGLE FAMILY ROADS) = 961,370 Sq. Ft./22,07 Ac.
26 B B 45 R W 477 LF LF 15. AREA IN OPEN SPACE REQUIRED- 12.57 ACRES
26BB50RW 1265 LF IVQ~ e UI 111 5 , 65 LF 125,81 ACRES X 10% = 12.58 ACRES 16. AREA 1N OPEN SPACE PROVIDED = 27.7 ACRES = 1,206,612 SF Pusuc
31 B B 5D R W 3540 LF sa.er coGectla,/E,.tmefm 9rstem i 17. OPEN SPACE QUOTIENT REQUIRED = 150
E' 11 Q C E' ~ 31 B B 55 R W 690 LF fie City of Raldph ameenta !o the cannecUan and exteaeSm of the Cftyla puhlk aorar ay5tem ae ehorm m i} i90 LF OPEN SPACE PERIPHERY = 23,729 LIN, FEET , tn~ pfaa The malerid and ame6ucftane methods aaed for ihU protect ehdl oanrmn to the CUyfa PuGio Ultitbs Haadbad~' standards mrd spedfieatkna:
' 0 LF 36 B B 55 R W o, en ace o s O LF QUOTIENT PROVIDED = 1,206,612 SF / (23,729 X .25) = 203 J CRyafRddyh 18, UTILITIES iutlta ill ft Puhltc UI~Uee oepartmaat Psaalt /
41 ' B B 60' R W 1570 LF CITY OF RALEIGH WATER C ~ i10 LF gat. a
u lC a er ROAD WIDENING CITY OF RALEIGH SANITARY SEWER Sl • ,,n
19. ALL MATERIALS AND MFTHOOS OF INSTAI I ATI(lN PF'R CITY ~F RAI Flf~i . a 9~~._ ~A~1 _ PUBUC
/Exianslon System 100 LF 20, WATERLINES TO BE DUCTILE IRON. _ me City at ThRaldgb ConSetta to the eaaecliWater a, ma extenDiStr[bution
HUbtIC Sewer ELF) ~j,1Q3 1L190 112 65" BUFFALOS ROAD 21100lF star of the en dbltc water system a~ the" as this D e material and cwstructkne methods used for this project shall conform to the Ck a Public i
7 2 65' FORESTV/LLE ROAD 0 LF - Public Street (LF) 8,152 12,684 I Z2 53" OLD M/LBURNIE ROAD 800 LF 0 LF 21. ALL SANITARY SEWER EASEMENTS TO BE CITY OF RALEIGH, Utilities ya,dbo"slandam" aaasp«tficatwex ~ 22. ALL STORM DRAINAGE EASEMENTS TO BE PRIVATE. ' W4- City ofRaI60 2 J i 0 `~~ti Public Utilities Department Parmit
00 LF 23. PROPOSED MAXIMUM BUILDING HEIGHT = 2$' ~ P7 i N r' e,.ee es n\~ analructbn 'bPlad :e
Public Sidewalk (LF) 7 ,,020 11,370 24. ALL SEWER EASEMENTS WILL BE ACQUIRED BEFORE Q5 D D bey) c~~;1e~'° Data CONSTRUCTION OF SEWER OUTFALL LINES.
ME 1 9 2008
DENR-WATER QUALITY WETLANDS AND STORMWATER BRANCH

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Location Dischnrge m - 7,22 n = 0,013 Drain Design C ~ C L i~ X
FRAM TO INLET TYPE Dralnage Aren Mnnning Runoff Coeff, CA (acre) Sum CA Tc to colt Total Tc to Rainfall Runoff (cfs) Contrlla, Inlfow Total Flow Plpe Dla. (In) Plpe Slope Florr Velocty Plpe Capacity FRAM INLET 2 YEAR A (acre) roughn, C (acre) Stagy {min,) Gol3 Sta Intenslty {cfs! (cfs) (ft/ft) Cft/s) Ccfs) STORM _o p w o 2 YEAR % GRADE ALLgWABLE CALCULATED STDRM GUTTERSPREAD GUTTERSPREAD ~ D_ _ ~ a ~
coeff (min,) (in/hr> q2 n p 2 C7 'rs = ~ r rn
2 3 4 5 5a 6 7 8 8a 9 10 11 l2 13 14 15 lb 17 C I~ N ~
YI7 CBSA SINGLE 0,4 O,Oi3 0.5 0,20D 0.200 5 5 7.22 1.444 D 1.444 15 0,005 3,721 design Is N/A completed N/A O ~ U tN O
CBSA CB5 SINGLE 0,1t 0013 0.9 0,099 0,299 5 5 7.22 2.159 0 2.159 15 0,005 3,721 deslgn Is 0.56 0.56 2,5 6,5 6 ~ ~ Q3 ~
completed ~ ~ I iT r,
YI6 Yi5 SINGLE D.24 0.013 0,5 0.120 0,120 5 5 7,22 O,B66 0 0,866 15 O,OD5 3J2i deslgn is N/A completed N/A ~ ~ ~ cA 01
YI5 YI4 SINGLE 0,26 O,Ol3 0,5 D,130 0250 5 5 7.22 1,BD5 0 L805 15 OA05 3,721 deslgn is ~ ~~rnO7 N/A ~ d- ....i
completed N/A YI4 Y13 SINGLE D,21 OA13 OS 0.105 0,355 5 5 7,22 2,563 D 2,563 l5 0,005 3.721 design is N/A
completed N/A L W -F-~
YI3 YI2 SINGLE 0,38 0,013 0,5 D190 0.545 5 S 7.22 3,935 0 3935 1B D~OOS 4202 design Is N/A conpleted N/p ~
YI2 CD2 SINGLE 0,45 D,013 0,5 0,225 0770 5 5 7,22 5,559 0 S.SS9 18 D,005 4,202 desfgn is N/A conpleted N/A U ~ _
CB7 CB6 SINGLE O.S 0,013 0.6 0,720 0,720 5 5 7,22 5198 0 5,198 18 0,005 4,202 desfgn Is completed 0,56 0,56 2,5 fi,5 6.4
CB6. CD5 SINGLE 0,12 0.013 4,9 D.108 0.828 5 5 7,22 5.978 0 5.978 18 DA05 4202 deslgn Is 0.56 0,56 2,5 6,5 6,3
completed CD5 CD4 SINGLE 0,08 0.013 0,9 0.072 0,900 5 5 7,22 6,498 2,542 9,040 24 0,005 5.090 deslgn is CBSA
completed 0,56 CB4 CD3 SINGLE 0.08 0,013 0,9 0.072 0,972 5 5 7,22 7,O1B 2,542 9,560 24 D,005 5,09D deslgn Is 0,56 2.5 6,5 5,5
completed 0,56 0,56 2,5 6,5 4,0
CB3 CB2 SINGLE 0,08 0,013 0,9 0.072 L044 5 5 7,22. 7,538 2,542 IO,OBO 24 O,OOS 5090 deslgn is 056 completed 0.56 2,5 6.5 4.0
C$2 CB1 SINGLE 009 0,013 0,9 0,081 1,125 5 S 7,22 8,123 9,087 17,210 30 D,OOS 5,907 design is YI2 0,56 OS6 P,5 6.5 5.7
completed CB1 YI1 SINGLE 0,12 0.013 0,9 0,108 1,233 5 5 7,22 8,902 9087 17,989 30 0,005 5,907 deslgn is Q,56
completed 0,56 2,5 6.5 5.9
YIl FESI SINGLE 0.94 OA13 0,5 0470 L703 5 5 7.22 12296 9A87 21,383 30 0,005 5.907 desfgn Is completed NIA N1A
0
a
Location Blscharge m = 7,22 n = 0,013 Drain Design FROM TO INLET TYPE Dralnage Area Manning Runoff Coeff. CA (acre) Sum CA Tc to cnl2 Total Tc to Rainfall Runoff (cfs) Contrfb, Inlfow Total Flow Pipe Dla (In) Pipe Slope Flow Velocity Plpe Capacity FROM INLET 2 YEAR 2 YEAR % GRADE ALLDWABLE CALCULATED
A (acre) roughn, C Cacre) Stagy (mfnJ Cola Sta Intenslty (cfs) Ccfs) Cft/ft) (Ft/s> {cfs) STORM STORM GUTTERSPREAD GUTTERSPREAD J
coeff Cmin,) (Inlhr) Q n a
2 3 4 5 5a 6 7 8 Ba 9 10 li 12 13 14 15 16 17 CB39A CB39 SINGLE 0,3 0,013 0.7 0,21 D,21 5 5 7,22 1,516 OA00 1.516 15 0,005 3.721 deslgn Is CJ
completed N/A N/A ~ ~ ~
CB35A CB35. SINGLE O,D3 a,013 0,9 8027 OA27 5 5 7,22 D.195 D,000 0,195 t5 OA05 3,721 desfgn Is
completed 0'15 0,15 2.19 7,25 4,6 ~ Z WU~
CB34A CB34 SINGLE 0,14 0,013 09 0,126 0.126 5 5 7.22 0.9LD 0.000 0,910 15 0,005 3,721 desfgn Is 0,71 U W
completed 0,71 3 6.5 5,2
CD30A CD30 SINGLE 0,19 0,413 0,9 0,171 0171 5 5 7,22 1,235 0000 1,235 l5 6,005 3J21 deslgn Is 0,96 C;l ~ W
completed 0.96 1,75 7.25 6.3 Q
CB26A C$26 SINGLE 0,12 0,013 0.4 4,108 0,108 5 5 7,22 0,780 0,000 0,780 15 OADS 3,721 deslgn Is 0,61 ~
completed 0.61 1,75 7,25 5
CB24A 0824 SINGLE 0.36 0,013 OJ 0,252 0,252 5 5 7,22 1819 0,000 L819 15 O,OOS 3,721 deslgn Is t 42 1,q2 LIS 10 7,4 V 1
completed u
CD23A CD23 SINGLE 0,4 0.013 0,7 0,28 0,28 5 5 7.22 2,022 0,000 2,022 15 0,005 3,721 design Is l5B L56 3.42 10 7 n/ U
completed
CB16A CB16 SINGLE 018 O,D13 0,9 0,162 0,162 5 5 7,22 1,170 0,000 1.170 15 0,005 3,721 design Is 451 OSl 1 6,5 5,2 L I~
completed
Y]11A Yltl SINGLE 0.9 0013 0,5 0.45 0.45 5 5 7,22 3,249 0,000 3.249 15 0.005 3,721 deslgn Is N/A N/A ~
completed YI11 CB25 SINGLE 0.27 0013 0.5 0,135 0,585 5 5 7,22 4,224 Q,000 4.224 18 0,005 4.202 deslgn Is N/A N/A
completed
YI9B YI9A SINGLE 0,23 O,Oi3 0.5 0,115 0,115 5 5 7,22 0,830 0,000 0.830 l5 0,005 3J21 deslgn Is N/A NIA
completed
CBQa CB39 SINGLE 0.96 0,013 0,5 0,48 D.4B 5 5 7.22 3,466 0,000 3Ab6 15 0,005 3,721 deslgn Is N/A N/A
completed CB39 CD38 SINGLE 0,36 0.013 0,5 0.18 0.6fi 5 5 7.22 4J65 1,785 6,550 18 0,005 4,202 design Is CB39A N/A
completed N/A
C?38 CB37 SINGLE 0.!9 0,013 0,6 0,114 0,774 5 5 7,22 5,588 1,785 7,373 24 O.D05 5,D90 deslgn Is completed N/A N/A
CB37 YIlS DOUBLE 0,59 0.413 0,6 0.354 1,128 5 5 7,22 8144 1,785 9,929 24 0,005 5,D90 deslgn Is N/A completed N/A
YI15 Yll6 SINGLE 1.18 0.013 D.4 .0.472 L6 5 5 7,22 11552 1,785 13,337 24 0,005 5,090 deslgn is N/A N/A
completed YC14 YIl7 SINGLE 0,19 0,013 D.4 0,076 1,b76 S 5 7,22 12,101 L785 13,886 30 O,ODS 5,907 deslgn is N/A
conpleted N/A
YI13 Y118 SINGLE 0,24 6.013 D.4 0.096 1,772 5 5 7,22 !2,794 L785 14.579 3D 0,005 5,907 design 3s N/A completed N/A
YI12 CB30D SINGLE 0,11 0,013 0.4 0,044 1,816 5 5 7,22 13,112 1785 14.897 30 DA05 5,907 deslgn is N/A completed N/A
CD36 CB35 SINGLE 0.21 0.013 0.8 0,168 0,168 5 5 7,22 1213 0,000 1,213 15 0,005 3,721 desfgn Is 0.95 completed 0.95 1 a 6
CD35 CB34 SINGLE 4,03 0.013 0,9 0,027 D,195 5 S 7,22 1,408 0,230 l,63B 15 0,005 3.721 deslgn Is CB35A 0,15 0,15 2,19 10 4 GENERAL NOTES
completed CB34 CB33 SINGLE D19 OA13 0.9 0,171 0,366 5 5 7,22 2,643 1,301 3,944 15 0.005 3,721 deslgn Is CB34A 0,96 0,96 3 IO 5.6 SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE.
completed CB33 CB32 .SINGLE 0,01 O,D13 0,9 0,009 0,375 5 5 7,22 2,708 1.301 4,009 15 0.005 3,721 design Is 0,05 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35)
completed 0,05 2 6.5 4 UNLESS OTHERWISE SHOWN, 3. ALL WATER MAINS SHALL 8E DUCTILE IRDN Ct50 PIPE.
CB32 CB31 SINGLE 0,06 0,013 0.9 0,054 0,429 5 5 7,22 3.097 1.301 4,398 IB O,D05 4,202 deslgn Is 0,30 _ completed 0,30 2 6,5 5 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
CB31 CB30B SINGLE D,03 OA13 0,9 0.027 4,456 5 S 7,22 3,292 1.301 4,593 18 O,ODS 4,202 deslgn Is p,ig 1.75 10 4,2 1N ACCORDANCE WITH C1TY OF RALEIGH STANDARDS ANb AND SPECIFICATIONS AND NC DOT STANDARDS AND
completed 0,15 CB308 CB30 SINGLE 0,05 0.013 0.9 0,045 0.501 5 S 7,22 3,617 18,522 22,139 3D O,OOS 5,907 deslgn Is YIi2 025 AND SPECEFICATlONS WHERE APPLICABLE.
completed CB30 CB29 SINGLE 0,05 0,013 0.9 0.045 0,546 5 5 7,22 3.942 14,976 23,918 30 0,005 5.907 design Is C830A 0,25 0.25 1,75 10 5 5, NO SIGHT OB57RUC11NG OR PARTIALLY OBSTRUCTING WALL,
completed 0,25 1,75 10 5 FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~
CB29 CB28 SINGLE 0.23 0.013 0.7 0,161 0,707 5 5 7,22 5.105 19,976 25.081 30 0,005 5,907 deslgn Is 091 compEeted CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TTZiANGLE. Z 091 1 7,25 7 q
CB28 CB27 SINGLE 0,09 0.013 0,7 0,063 0,770 5 5 7,22 5,559 19,976 25,535 30 0.005 5,907 deslgn is 5 0,35 1 7,25 5
completed 0 3 CB27 CD26 SINGLE OA2 0,013 D.9 0.D1B 0,788 5 5 7,22 5,689 19,976 25.665 30 D,D05 5,907 design Is 0,10 !r
completed CB26 CB25 SINGLE D,D9 0,013 0,9 0081 D.Bb9 5 5 7,22 6274 2D.894 27,168 30 0.005 5,907 deslgn Is CB26A 0,45 0,10 1.75 f0 4
completed 0,45 1.75 10 5.5 ~
CB25 CB24 SINGLE O;17 0,013 0,9 0,153 1.022 5 5 7,22 7,379 20.894 28,273 36 0,005 6.670 desfgn Is 0,87 Completed O.B7 1,75 IO 6 N U W
CB24 CB23 SINGLE OA7 0,013 0,9 0063 L085 5 5 7,22 7,834 23036 30.87D 36 0005 6,670 design Is CB24A 0,35 0,35 1,75 10 5 N O T E S'
completed CB23 CB22 S]NGLE 0,16 OA13 0.9 0,144 1,224 S 5 7,22 8,873 25,416 34.289 36 0,005 6.670 deslgn Is CB23A 0,82 ~ O
completed D.a2 3.42 i0 5 TWIS SPREADSHEET ACC©MPLISWES A 1- ° ~ p
CD22 GB11 AQUBLE 0,69 OAi3 0,5 D,345 1574 5 5 7,22 IL364 25,416 36,780 36 0.005 6,67D design Is 092 completed 0.92 1 7,25 7 STORM SEWER DESIGN LiSIMG TWE ' UI J N r~ RATIRNAL ME7HdD W W ~
CB21 CB2D SINGLE 0,11 0,013 0,7 0.077. 0.077 5 5 7,22 0556 D,ODD 0,556 15 0,005 3,721 deslgn Is 0.43
completed 0.43 2.2 7,25 5 ~ ~ ~ tl~e of concentration of ~ Q z ~
CD20 CB19 SINGLE 0,06 0,013 OJ OA42 0.119 5 5 7,22 0,859 0000 0,859 15 OA05 3,721 design is 0,23 completed 0,23 2.z 7,25 4 the flow to the Inlet W ~ _ ~
CD19 CB18 SINGLE 0.06 0,013 0,7 D,042 0.161 5 5 7,22 1462 0,000 1.162 15 0,005 3J21 deslgn Is 0.23 0.23 1 6.5 s ~ assuMing that the pipe ~ ~ ~ ~
completed CB16 CB17 SINGLE 0,08 0,013 OJ 0,056 0217 5 5 7,22 1,567 0.000 1567 I5 OAOS 3,721 design Is 0,32 Is flowing slightly less than Q ~ L'-I d'
completed CH17 CB16 SINGLE 0,24 0,013 0,7 0,168 0385 5 5 7,22 2.78a 0,000 2,780 15 0,005 3.721 deslgn Is 0,95 0,32 3.6 6.5 4,8 half full up to cor~pletely full ~ ~ Q ~
completed 0,95 5,24 6.5 4.9 ] W ~ the pipe's length is the ~ Ll:.l CJ
GBIb CBIS SINGLE 014 0.013 OJ 0.098 0,483 5 5 7.22 3.487 1377 4,864 18 0,005 4,202 deslgn Is CD16A 0.55 cnmpleted a~55 1 6,5 5 • horizontal pro,Jertlon of the pipe, ~ ~
CHlS CB14 DOUBLE 0,32 OA13 0,7 0,224 0.7D7 5 5 7,22 5,105 1.377 6,482 18 0,005 4,202 deslgn Is In feet, front renters of ~ 0,63 1 6.5 6,2 appurtenances DRAWN
completed 0,63 CBI4 YI1D BgUBLE 0,28 0.013 D.7 0,196 0,903 5 5 7,22 6,520 1,377 7,897 24 0,005 5,09q deslgn Is D 55 0,55 1 6.5 5,2
completed Y110 YI9A S]NGLE 0,01 0,013 0,4 0,004 0,407 5 5 7,22 6,544 2,355 8,904 24 0,005 5,090 deslgn Is YI9B N/A GMM
completed N/A HEGKED
YI9A Y19 SINGLE 0,56 a.013 0.5 0,28 1,187 5 5 7,22 8,570 2,355 10925 24 0,005 5.090 deslgn Is N!A completed N/A UTILITY INSTALLATIONS ANb OTHER PUBLIC GMM FACILITIES, INCLUDING 51DEWALK5 AND HANDICAP APPROVED
Yl9 CB13 SINGLE 0.38 OAi3 0,6 0,228 1415 5 5 7,22 10,216 2,355 12,571 24 0,005 5,090 deslgn Is N/A RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS N/A A5 SPECIFlED BY CITY CODE. THESE FACLITIES GMM
completed CB13 CB12 SINGLE O,IS D,D13 0,9 0,135 1,55 5 5 7,22 11191 2,355 13,546 24 OA05 5,090 deslgn Is 077 HAVE BEEN APPROVED BY THE CITY OF RALEIGH $Z.AR-I. DA.I.~ p,77 L5 6.5 5 AND SHALL BE SO INSTALLED UNLESS A CHANGE
completed CB12 CBiI SINGLE 0.15 OA13 0,9 0,135 1,685 5 5 7,22 12,166 2,355 14521 30 0,005 5,907 deslgn Is IS AUTHORIZED BE WRITTEN APPROVAL. PUBUC
completed 0.77 0,77 1.5 6.5 5 PRIORATO FINALRACCEPMANCE,ARE TO BE RECORDED JOB CODE
CBiI CBlO SINGLE 0.08 0,413 0.9 OA72 1,757 5 5 7,22 12,686 4LISD 53,836 42 0,005 7392 design is CB22 41 completed 0 0.41 I 7,25 5 - TRANSPORTATION SERVICES
CB10 C89 SINGLE 0.05 OA13 0.9 0,045 1,802 5 5 7,22 13~D10 41,15D 54.160 42 0,005 7,392 design Is 0,26 0,26 3,42 10 4.2
completed CD9 CBB .SINGLE 0.07 0,013 0.9 4A63 1,865 S 5 7,22 13,465 41,150 54,615 42 D,OOS 7,392 design Is 0,36
0.36 3.42 10 43 ~,n~~ll~ •'i,ry~ ~ PUBLIC UTILITIES ~ I ~DA1dYl~~ll"_?
compte-cea CB8 YI8 SINGLE 0.09 0.013 0,9 0.061 1,946 5 5 7,22 14.050 41.150 55,200 42 0,905 7,392 design Is 0.46
completed 0;46 3,42 10 S a ' CONSERVATION ENGINEER 4 ~4~!- &2 13c IVO.
YI8 Y17A SINGLE 0.2 0.013 0,4 0,08 2.026 5 5 7.22 14.628 42.150 56.776 42 0.005 7.392 design is NIA completed NIA ( PLANNING
Y17A FES2 SINGLE 0,16 0,013 0,7 0.112 2,058 5 5 7.22 14.859 41.150 56.009 42 OA05 7.392 design Is NSA SD-~ N/A
completed
h.

J
J
N n N N UJ
~ > U r-~
FROM TO INLET TYPE Drainage Area Manning Runoff Coeff, GA Cacre) Sum CA Tc to call Total Tc to Rainfall Runoff (cfs) Contrlb, Inlfow Totni Ftaw Pipe Dla, (ln) Plpe Slope Flow Veloclt Pf e Ca aclt FRf1M INLET 2 YEAR % GRADE ~ ~ ~ O Vr 0_ ~ ~
A (acre) roughn. C (acre) Stax (min,) Cola Sta w~ Intensity (cfsl (cis) Cft/ft> (ft/s) y p (cis) y STDRM GRADE ALLOWABLE CALCULATED - O GUTTERSPREA? GUTTERSPREAD O 17 = tD m
coeff (minJ (In/hr) q2 n ~ I~ cV rn
2 3 4 5 Sa 6 7 8 Ba 9 10 ll 12 13 14 15 16 17 CB55 CH54 SINGLE 0,26 D,D13 0,6 D,i56 0,156 5 S 7,22 1,126 0 1,126 15 0,005 3,721 desi n Is QJ ~~U70 C ~
comp eted 0,88 3.83 3.83 7,25 5.0 Ul ~ ~ ~ ~ ~
CH54 CH48 SINGLE 0.04 0,013 09 0.036 0,192 5 5 7,22 1,386 D 1,386 15 0,005 3,721 deslgn is completed 0,20 3.83 CT 3.83 7.25 4.0 ~ m ~ ~ ~
~ ~ -
CD53 CB53 SINGL>" 0,14 0,013 0,8 0.112 0,112 5 5 7,22 0,809 0 D,809 15 D,005 3J21 deslgn Is 0,63 30 completed ' 9 3,09 7,25 4.7 ~ G_ ~ ~
CHS2 CB51 SINGLE 0,23 0,013 4,6 0.276 0,388 5 5 7,22 2,801 D~0842 2,886 15 ODOS 3,721 deslgn Is CB52A D Q) ~
completed ,76 3,09 CB51 CB50 SINGLE 0,30 0013 0,6 0,234 0.346 5 5 7,22 2,498 0,0842 2,582 15 0,005 3,721 deslgn Is 3,09 7,25 5,0 ~ Lil
completed I,D2 1.65 CB50 CD49 SINGLE 0,22 0.013 0,6 0.264 0.376 5 5 7,22 2,715 0.0842 2,799 15 0,005 3,721 design is 1,65 7.25 5,0 ~
completed 0,74 1 1 7,25 6,4 U ~
CB49 CD48 SINGLE 0.17 0.013 0.9 0,153 0,529 5 5 7,22 3,819 0.0842 3,904 18 0.005 4,202 deslgn Is completed 0'86 1 1 7,25. 6.0
CB52A GBS2 SINGLE 0,11 0,013 0,9 0,099 0,099 S 5 7,22 0.715 0 0.715 15 0,005 3,721 de I n Is s g D,56 3.09 completed 3.09 7,25 4,4
YI15C YI15B SINGLE 0.55 0,013 0.5 0,275 0,275 5 5 7.22 1,986 0 1,986 15 0,005 3.721 deslgn Is N/A
completed
YUSB YT15A SINGLE 073 D,013 0,5 0.365 0,64 5 5 7,22 4,621 0 4,621 18 O.ODS 4,202 deslgn Is
completed N/A YI15A YIIS SINGLE D,54 0,013 O,S 0,27 0,91 5 5 7.22 6,570 0 6570 24 0.005 5A90 deslgn is
completed N/A
YI14 CB46 SINGLE 0,14 0.013 0,5 O.D7 0,07 5 5 7,22 0.505 0 0,505 15 0,005 3,721 deslgn Es
completed NiA CB46 CB45 SINGLE 0,06 0,013 D.9 0,054 0,124 5 5 7.22 0,895 0 0895 15 0,005 3721 deslgn is
completed 0,31 2,08 CB45 CB44 S]NGLE 0.41 0,013 0.6 0,246 0,37 5 5 7.22 2,671 0 2.671 15 0,005 3721 deslgn Is 2,08 7.25 4S ~
completed 1,39 2,Og 2.08 7.25 6~5
GB4h CB43 SINGLE OA2 0,013 0.6 0,252 0622 5 5 7,22 4,491 0 4,491 1$ 0005 4,202 deslgn Is 2,08 7.25 6J V J
completed 1'42 2,08
YI12A YI12 SINGLE 087 0,013 0,5 0,435 0,435 5 S 7.22 3,141 0 3,141 15 0,005 3,721 dell n Is g N/A completed
YI17 CB4BA SINGLE D,88 0.0]3 D,6 0528 0,528 5 5 7,22 3,812 0 3,812 15 OA05 3J21 design Is N/A completed ~ z~
CD48A CB48 DOUBLE 0.19 0,013 0,9 0171 0,699 5 5 7,22 5,047 D 5.047 18 0,005 4,202 deslgn Is 0,48 1 7.25 5,0
completed 1 CD48 YI16 DOUBLE 0,17 O,Oi3 0,9 0,153 0,852 5 5 7.22 6,151 4.581 10.732 24 0.005 5.090 deslgn Is CB49
YI16 Y115 SINGLE 0.43 0913 0.5 0 completed 0,43 1 ,215 L067 5 5 7,22 7,7D4 4,581 12,285 24 O,OOS 5,090 deslgn Is N/A 1 7,25 5.0
completed
YI15 CB47 SINGLE 1.12 0,013 05 0,56 1,627 5 5 7,22 11.747 12,316 24,063 30 D,005 5.9D7 design is YI15A completed N/A
CB47 CH43 BUUBLE 0.85 0.013 D.7 0595 2222 5 5 7.22 16043 12,316 28,359 36 0,005 6,67D deslgn is 1 7,25 4,0 z
Y 13 UDLE 0,52 OD completed 0,09 1 CH43 I DQ , 13 07 0364 2,58fi 5 S 7,22 18,671 17.603 36,274 36 0.005 6,670 deslgn Is CH44 W
completed 0.56 1 YI13 YI12 SINGLE 0,25 0013 0,6 015 2,736 5 5 T,22 14,754 17603 37,357 36 0,005 6,670 desi n Is 1 7,25 6,0 Q
g N/A completed
YI12 CB42 51NGLE 0,38 O.D13 0,6 0,228 2,96q 5 5 7,22 21,400 21,301 42.701 36 D,005 6,670 design is YIl2A N/A completed Q ~ w
CB42 CB4l SINGLE 0,12 0.013 0,9 0,108 3.072 5 5 7,22 22,180 21301 43,481 42 0,005 7,392 deslgn Is 2.91 2.91 7,25 ~ w
completed 0~6I CB41 FES3 SINGLE 0.]2 0.013 0,9 0,108 3.18 5 5 7,22 22,96D 21,301 44,261 42 0,005 7.392 deslgn is 0,61 2,91 5A ~ ~J
completed 2,91 7,25 5,0
QO
o v
Q
Location Discharge m = 7.22 n = 0,013 Drain Design Z ~
FRAM TO INLET TYPE Dralnnge Area Monning Runoff Coeff, CA (ncre) Sum CA Tc to colt Total Tc to Rainfall Runoff Ccfs) Contrib. Inlfow Total Flow Pipe Dia. (in) P(pe Slope Flow Velocity Pipe Capacity FRAM INLET 2 YEAR % GRADE A (acre) roughn, C (acre) Stax (mint Cola Sta >Kw Intensity (cfs) (cfs) (ft/ft) (ft/s) (cfs) STDRM GRA?E ALLOWABLE CALCULATED GUTTERSPREAD GUTTERSPREAD Q
coeff (min) (in/hr) Q n
2 3 4 5 5a 6 7 8 8n 9 10 11 12 13 14 l5 16 17 /~n
CB63 CB62 SINGLE 0.21 0,013 r 09 0189 0189 5 5 7.22 E,365 0 1,365 15 D,005 3,721 d n s eslg I 3,15 completed 1'07 3,15 7,25 4,8 ~ ~ J
CH62 CD61 SINGLE O,DB O,Dl3 D.9 0.072 0,261 5 5 7.22 1.884 0 1,884 l5 0.005 3,721 deslgn Is 8.15 7,25 4,4
completed 0,41 3.15 GB61 CB6D 51NGLE 0.06 0,013 0,9 0.054 0315 5 S 7,22 2,274 0 2,274 !S 0.005 3,721 design Is
completed 0,30 3,15 CD60 CB59 SINGLE 0,19 0013 D,7 O.133 0,448 5 5 7,22 3.235 0 3,235 15 D.005 3,721 design Is 0,75 1,0 3,15 7,25 4,0
completed 1,0 7,25 6.0
CDS9H CB59A SINGLE 0.22 OAl3 0,9 0198 0,198 5 5 7,22 1,430 D 1,430 15 0,005 3,721 desi n is
completed 1.12 2 CB5 A CB59 SINGLE 0,05 O,Ol3 0,9 D,045 0,243 5 5 7,22 1,754 0 1,754 15 0,005 3,721 design is 2 7,25 6,0
completed 0,26 2 2 7,25 4,0
CB58A CB50 SINGLE 0.15 O,D13 0.7 0,105 0,105 5 5 7,22 0,758 0 0,758 15 0.005 3J21 design is D,59 I
completed I 7,25 S.4
CD57A CB57 SINGLE 009 0,013 0,9 0.081 O,D81 5 5 7.22 0585 0 0,585 15 0005 3721 desi n Is
D 0.46 1 completed 1 7,25 5,3
Y[19A YIl9 SINGLE 0,37 0.013 D,5 0185 0,1$5 S 5 7.22 L336 D 1,336 15 0.005 3,721 desi n Is
completed N1A
YI19 YIIB SINGL£ 1.23 0913 0,5 0,615 0,800 5 5 7,22 SJI6 0 5776 I8 0,005 4202 deslgn Is N/
SIN completed A YI18 CD56A GLE 1,25 0;013. _ 0.5 0,625 1.425 5 5 7,22 10,289 0 10,289 24 0,005 5.09D design Is
completed N/A CB56A CBS6 DOUBLE 0,22 O,Ol3 0.9 0,198 1,623 5 5 7,22 11,718 0 11J18 24 0,005 5,090 deslgn Is
completed N1A
CB59 CHSO SINGLE 0,03 0.013 09 0,027 0,027 5 S 7,22 0195 3,235 3,430 15 0,005 3,721 deslgn Is CB60
completed 015 1 CB58 CH57 SINGLE- OA4 0,013 D.9 0,036 0,063 5 5 7,22 0,455 3,993 4,448 15 0,005 3,721 design Is CB5$A 0.20 1 1 7,25 4
completed 1 7,25 4,5
CB57 CB56 SINGLE 0.09 O,Ol3 D.9 0,081 0,144 5 5 7,22 L040 4,578 5b18 1$ O,D05 4,202 design is GH57A 0,45 completed 1 1 7,25 6 z
CB56 FES4 DOUBLE 0.22 O,Ol3 0,9 0,198 0,342 5 5 7,22 2,469 16,296 18.765 30 0,005 5,907 design Es CB56A 1 7,25 6,2 0
completed 0.56 1 fssh
W 0=
O N
U W
J I- ~
J ~ 0
W~NC7
~ ~ ~uu~ .u~i+r ~ O Z C.) I
~
OZC~ ~
EAL : d~~~ ~ ~ ~
GENERAL NOTES I ~ lLd~
1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE S
~AiNACE sc~EauLE. . ~ m
2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR ; ~~higilfglMl~l~~~~~~~ ~ Op
UNLESS OTHERWISE SHOWN. DRAWN
3. ALL WATER MAINS SHALL BE DUCTILE IRON C15O P ~ c~ ~a PiPE. N D T E S' UI,LETY INSTALLATIONS ANO OTHER PUBLIC GMM FACILITIES, INCLUDING SIDEWALKS AND HANDICAP NECKED
4. ALL MATERIALS AND INSTALLATION SHALL BE PERF! B E PERFORMED THIS SPREADSHEET ACCOMPLISHES A RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS G M M STORM SEWER DESIGN USING THE AS SPECIFIED BY CITY CODE, THESE FACILITIES APPROVED
IN ACCORDANCE WITH CITY OF RALEIGH STANDARD; TANDARDS AND RATIONAL METHOD AND SHALL 8E SO NSTALL p£UN SS A GRANGE
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC GMM
AND SPECIFICATIONS AND NC DOT STANDARDS AN )ARDS ANa ~ time of concentration of SANITARY SEWER EASEMENTS ARE TO BE RECORDED START DATE PRIOR TO FINAL ACCEPTANCE, the flow to the Inlet
AND SPECIFICATIONS WHERE APPLICABLE, TRANSPORTATION SER C£S /u r-, ~IOB CODE
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTIN ~STRUCTING WALL, assuming that the pipe
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR {CL.E, QR ~T~ER half` Tung upigtotlcnmpletelyafu`l PUBLIC UTiLIifES (p~
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT Al HEIGHT ABOVE THE UUNSkKVAIIUNLNUINtLK cl-"VN,_,. .(~Jl1 ~1"V UHNWVINU
CURB LINE ELEVATION SHOULD BE PLACED WITHIN ww~ the pipe's length Is the WITHIN A SIGHT TRIANGLE. horizontal projection of the pipe, PLANNING_
In feet, from centers of
appurtenances
S D -2

U
J J
N
Lacatlon Dlschnrge M = 7.22 n = 0,013 FROM TO INLET TYRE Drolnage Area Manning Runoff Coeff. CA (acre) Sum CA Tc t Drain Design N N N C ? U
a colt Total Tc to Rainfall Runoff (cfs) Contrlh, inlfow Total Flaw PEpe Dla. (In) Plpe Slope flow Velodty Pipe Capacity FROM INLET 2 YEAR % GRI A fncre) roughn, C Cacre) Stns (min,) Cola Sta Intensity (cfs) (cfs) U7 C ~L_v= X 4- D p D EAR % GRADE ALLOWABLE CALCULATEB ~ ~ _ O O ~
coeff (minJ (!n/hr) (ft/ft) (ft/s) fcfs) STaRM n n Wz 3RM GUTTERSPREAD GUTTERSPREAD ~ ~ _ ~ r ~ Jz
2 3 4 S 5a b 7 8 8a 9 10 11 12 13 CBBS YI21 DQUBLE 0,85 QAl3 0.8 0,680 0,68 5 5 7.22 4,910 0 4,910 14 15 16 17 C I~ N U1
18 0.005 4,202 deslgn Is 1,00 1 Cl-~ ~ O C 0 1 7,5 7,0 ~ ~ Z f~ tD
Yl2l CD83 SINGLE 0,4i 0,013 0,4 0,164 0,844 5 5 completed 722 6.094 0 6,094 18 0,005 4202 design Is
completed N/A D 3 CB82 S[NGLE 0,49 0,013 0,7 0.343 1,187 5 5 7,22 8,570 0 8,570 24 0.005 5,090 deslgn (s A Q ~ m ~ ~
completed N/A CD82 GD61 SINGLE 0,54 0,013 DJ 0,378 1,565 5 5 7,22 11, A ~ N N N ~ Ql
299 0 11,299 24 0,005 5,090 deslgn Is completed N/A CB80 SINGLE 0,09 0,013 0,7 OA63 1.628 5 5 7,22 11,754 0 llJ54 ~ ~ O r r^ C ~ A ~ d, ~ D7 Ctl
24 0,005 5,690 deslgn is
CBBO CB75 SINGLE 0,45 0,013 0,7 0,315 1,943 5 completed N/A 5 7,22 14A28 0 14,028 24 O,D05 5,090 deslgn Is N/A A ~W
CD84 C comple#ed A
083 SINGLE 0,37 0,013 OJ 0259 0,259 5 5 7,22 1,870 0 1,870 15 0,005 3,72! deslgn Is N/A U ~
completed Y121B YI21A SINGLE 0,34 0,013 0,4 0.13b 0,136 5 4
5 722 0,982 0 0,982 15 0,005 3,721 design is
completed N/A YI21A YI21 SINGLE 0.24 0.013 0.4 0,096 0,232 5 5 7,22 1.675 D 1,675 15 0,005 3,721 deslgn Is 4
completed N/A 4
CB78A CD78 SINGLE 0,09 0,013 0.9 0,081 0,081 5 5 7 22 0.585 0 0,585 15 0,005 3,721 deslgn Is
completed 0,45 1 ~ 1 7.25 5
0,56 3,15 64A CD69 SINGLE 0,11 0,013 0,9 0.099 0.144 5 5 7,22 1,040 0 1,040 15 0.005 3,721 design Is 0,56 3,15 i 3.15 7,25 5
completed i 3,15 7,25 5
FUTURE CB63 SINGLE 1,68 0,013 0,9 1,512 L512 5 5 7,22 iD,917 0 10,917 29 0,005 5,090 deslgn IS
completed N/A
FUTURE YI23 SINGLE 2.56 OA13 0,7 1.792 1,792 5 5 7,22 12,938 0 12.938 24 0,005 5,090 deslgn is
completed N/A 1 ~ O
CD79 CB78 ,SINGLE 0,35 0;013 0,9 0,315 0.315 5 5 7,22 2274 0 2 274 15 0,005 3,721 deslgn Is
CB78 CB77 AgUBLE O,19 0,013 0.9 0,171 0,486 5 5 completed 0,4 1 7.22 3,509 0,585 4,094 15 0,005 3.721 deslgn Is CB78A 1 7,25 5,8
completed 0,46 1 CB7b SINGLE 0,01 OAl3 0.9 0,009 0.495 5 5 7,22 3,574 0,585 4,159 1 7,25 6,9 V 1
15 0,005 3,721 deslgn Is 0,05 1 CB76 CB75 SINGLE 0,26 0.013 0,5 0,140 0,635 5 5 completed 1 7,25 3.B I~'~(~I ~
7,22 4.565 0.585 5,170 IB 0,005 4.202 design is
completed N/A CB75 CB74 SINGLE 0,42 0,013 0,9 0,378 1A13 S 5 722 7,314 14,613 21,92 7 3D O,D05 5,907 deslgn Is CBBD l~l...J O
completed N/A CD74 CB73 SINGLE 0,03 0,013 0.9 0.027 1,04 5 5 7,22 7,509 14,618 22,12 2 30 0,005 5,907 deslgn Is
completed 0,15 1,2 B CBT2 SCNGLE 0,09 0,013 0,9 0,081 1,121 5 5 7,22 8,094 14,613 22,707 1.2 7.25 4.3 r
30 O,DO5 5,907 design Is CB72 CD71 SINGLE 0,12 0,013 0,9 0,108 1,229 5 5 7 1.2 7,25 5 v /
completed 0.45 1,2 ,22 8,873 14,613 23,486 30 0,005 5.907 design Is
completed 0,61 2,7 1 CB70 SINGLE 0,05 0,013 0,9 O,D45 1,274 5 5 7,22 9,198 14,613 23,81 1 30 0.095 5,907 deslgn Is 2,7 7.25 5 z W
completed 6,25 4,19 CB69 SINGLE 0,04 0,013 0,9 0.036 1,31 5 5 7,22 9,456 14,613 24,071 A,19 7,25 3,7 O
30 0,005 5,907 design Is completed 0,24 3,7 B69 CD68 SINGLE QA5 0,913 0.9 0,045 1,355 5 5 7,22 9,783 15,653 25 U ~ 3,7 7,25 3.9 ~ ~ r ~ W
,436 30 0,005 5,907 deslgn Is CB69A CD68 CD67 SINGLE 0,37 0,013 D,6 0,222 1,577 5 5 3.15 7.25 3,8 ~ W
completed 0,25 3,15 122 11,386 15,653 27,039 30 0.005 5,907 deslgn Is
completed 1,25 292 C 67 CB66 SINGLE 0,1 0.013 0,7 O,O7D 1,647 5 5 7,22 11,891 26,57 38,461 36 0,905 6,670 deslgn Is FUTURE N/A 292 6,5 6.2 ~ / r,
CB66 CB65 SINGLE 0.06 DA13 0.9 0,054 1,701 5 cnmpleted S 7,22 12,281 26,57 38,851 36 O.ODS 6.670 deslgn Is
completed N/A CB64 SINGLE 0,03 0,013 0,9 0,027 1,726 5 S 7,22 12,476 26,57 39,04 ~vJ
6 36 0,005 6,670 design Is CB64 YI23 SINGLE 0.56 OA13 0.7 0,392 2.12 5 5 722 15,30b
completed 0,15 1 2657 41,876 36 0,005 6,670 deslgn Is 1 6.5 4,8 Z Q
completed 2,22 1 23 YI22 SINGLE O,OI DAl3 0,4 0,004 2124 5 5 722 15,335 39.506 54,843 42 D,D05 7,392 deslgn Is FUTURE 1 9.38 B ~ ~J
completed N/A FESS .SINGLE 0,06 0,013 0,4 0,024 2148 5 5 7,22 15,509 39,508 55,017
42 0,005 7,392 deslgn Is completed N/A
___l.
0

~
Z 0
W
GENERAL NOTES ~
1. 5EE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE.
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) N
UNLESS OTHERWISE SHOWN. J ~
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. J O
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ ~ ~ ~
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS ANb W ~ N ~
AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ ~ j
AND SPECIFICATIONS WHERE APPLICABLE. 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WA ii O ~ Z ~
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR 0TH ' W C~ _ ~
OBJECT BETWEEN 2 FEET AND $ FEET IN HEIGHT ABOV ~~j~,i'~Illrrr,~, t O ? ~ ~
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A ~ ~ , ~ ~ Q ~ J d-
` Q ~ ~ ~ d ~
~ LL 9 ~ ~ N
_ ~ ~ ~ g U ~ . Ol7
, J~~E~.~~w° DRAWN
%a~~j•~....~'.,.1 GMM
`'ri, ,~IN„~~~`~ CHECKED
~ ~ ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~iMM
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP APPROVED THIS SPREADSHEET ACCdMPLISHES A RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS GMM
STDRM SEWER DESIGN USING THE AS SPECIFIED BY CITY CODE. THESE FACILITIES
RATIONAL METHOD HAVE BEEN APPROVED BY THE CITY OF RALEIGH START DATE AND SHALL BE SO INSTALLED UNLESS A CHANGE
15 AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~ time of concentration of SANITARY SEWER EASEMENTS ARE TO BE RECORDED JOH CODE
the flaw to the Inlet PRIOR TO FINAL ACCEPTANCE.
TRANSPORTATION SERVI _ /V I
~E~E o55uminn thnt the nlna ~ / ! of 7
Is (towing stlghtty less than PUBLIC UTILITIES_ col !1 U c`S. DRAWING
half full up to completely full No.
CONSERVATION ENGINEER
)K~K)K the pipe's Length is the horizontal projection of the pipe, PLANNING SD
In feet, from centers of
appurtenances
l

NO S: I
GENERAL NOTES 1, Mim um comer clearance f o b line of ' ~ l In ersecfmg streets
shalt be least 20 ft from oft f tangency o tfre curb. No 1. SEE SHEET 5D 1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. drivewa sh II encroach on i i irr{um c r Ys a ner clearance.
2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) 2. All public st ets shown h se Ions shall the full width of
UNLESS OTHE WISE SHOWN, the right-of-way Leared a d r e within 50 feet of t \ \ ~ ~ ~
3. ALL WATER M INS SHALL BE DUCTILE I N intersections, The fall ~w~ilt of r' h -•of-way shall be cleared an RO G150 PIPE. graded clan Old Milbumle B fE oe and Fars ' \ ~ N
_ 4, ALL MATERIA S AN IN g ~ e tvllle Roads. D STALLATEON SHALL BE PERFORMED 3. For the proposed access di tslon Buffalae Road and Forestville N N ~ C U ~ Uj c C ~ x
IN ACCORDA GE WITH CITY OF RALEIGH STANDARDS AND Road, the owner/develop r s responsible for any conflicts with existin ~ o d ~ a
AND SPEGIFI ATIONS AND NC D07 STANDARDS AND or proposed utilities, dr n e 'ces fire h drools g 9 ~ y , utility pales, ANDS Ill ATIONS WHERE APPLICABLE. street lights, catcfl b i filar ob'ects within 23-feet of APPROXIMATE ELNST&LUANNA7 ~ p. , Cn ~ v ~ ~ EDwARDS = ~ \ ~ DB 7058 PG 763 ~ -Q 2 ~ ~ ~
J 5. NO SIG T OBSTRUCTING OR PARTIALLY .OBSTRUCTING WALL driveway centerline, n io drawings will show an inset showing E I S T I N G T R E E L I N E ~~o p 5p262163 DB N 077 PG 1820~IA N N tD
all dimensions and t~e iqf r tion required for construction, T11e GEO GE A & LUANA J g08BY RICHARD k TERRY NYE & MARY FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE OR OTHER ~ SQTgOpNEY LS .ONG O FEA7HERSIONE JOHN
contractor will cor ec ~ rr9rs or omissions uncovered in the field. 1994 h~ OB 8318 PG 944 JILL A TA OBJEC BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE 4. The WC acce ra w I be rovided in acco 4 -41- ? y7e. N BM1994 PG 291 D8 6383 PG 2 JOHN \ ~ R--4 BM1994 AG 291 C7 -I ~ U lI1 O JILL A TA GENE A k BARBARA \ ~ \SINGLE FAMILY PIN: 1746-51-9833 SS D8 6383 PG 2 wHITECROS9 CHR FROT~~ER L \ ~ \ REID; 8020261 ~ S ~ ~ ~
p rdance with the ~~1D ~ 0604 a; a6 ~ ~ PIN:. 1746-41-9800 BM1994 PG 291 CURB INE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. Raleigh Engine mgt a d brawin STD 20,11. Where si ~ siN p q PIN: 1x46-51-065<. 9 # dewalk 1s not GLE AIA ; ;USE: INGLE FAMfLY . REID: 0 a6a50 REI • 02 fi051 BM1994 PG 291 DB 6962 PC 219 pB B6.,PG~,6D9 SINGLE FAMILY CAPITAL LAND Q CP m N PIN: 1746-51-065 BM1994 PG 291 BM199 PG 1113 15'f1cP INVESTMENT COMPANY _C -C ~ ~ PIN: 1746'51-2673 NV EL = 705.85 I CT
required along e u li 0 , cu o-t1 a ressed at 11 ~ - siriG~AMILY qq,,--,~p p a ramp sINGLe FAMILY , REI ~ 02 fi051 REID: Z 6052 PIN; 174 52-507D'' \ ~ DB 6373 PG 1138 ~ N ~ ~ ~Q O REID: D 0263. ~N ,SIN -FAMILY ~ `9~GINGtE ~AMILY O R-4 \ BM1999 PG 1346 p~ ~ _
locations shown o 2 .11. ~ ~ ' • 5, Private Street I s ec 'o Statement -The construction ins ectinn ~ ' ' ~ . SINGLE, FA ILY, ` N. D 4007486360 C ~ p ~ ~ J S5 RCP . PI RE L
of private streets) h~ cl ster uni#s co P • . ~ ndo inlums, townhouse ~ ~ , _ ~,q`' , SI GLE FAMIL ~ C
developments and gble home parks submit d for Cit a royal is ti~ ' ° Y PP MARGARET STRICKLAND p . o
the responsibilit wner develo er, C - ¢ / p pees of certified HEIRS _ ~ ` ~ ~
inspection repo s i Ivi g subgrade/ aggre ate base, proofrolls, W8 1463 PG 000E - _ aggregate bas s alt densities and t ckness, and other DB 2608 P ' ' ~ -
' 2~pS , G 338 . pertinent info i st be submitted to the Cit 's En ineerin PIN: 1746-4 - _ `~7p ~ \
Ins ections M n Y 9 9 2 6835 28° , . , . , p p gar a PO Box 590, Raleig , NC 27602 ar faxed to REID: 0030400 / ~ : , ~o \ ~
919 831-6 3 . - f3 rC teat Larry Anderson a [phone] to obtain R-4 ~ ~ - , 0 2gs , ~ \ t1
details of the b n equirements, SENGLE FAMILY ~ ~ >s - ~ ~ ~ s, ~ o,
~ ....295 / ~~q \
I ~r~o ,
~ ~
~ ,o, 2
, . . _ i ,
~ ~ , ~ 290. ~ . ~,o \~;~\~70„ 1 ~
w s . . _
1 I 260 ~ - - . . , s a
1 I 6.,., ( - c . 15". ftCP ~ ^ ~ 10~RAVEL DRlVR ~ -Iiiv E~ > 3oe.ag~= I~.// Jt o ~ / s
I ' - o., - F,A - ,r ORE T I I ,
5 265. ~LL 255 ~ m ~ ~ ~ ~ ~ INV EL = 308.55
~~-1:787 P,G 4 • ~Q BUFFALOS FOREST LLC - ~ : , ~ .
.MARIE DAVlS POOLE DB 12203 PG 2778 ~ : , _.27o.--L;~- B Y' E , _ - E -
I 0.96 AC PER DEED 609 PG 0-E 1 f PI ~ ~ ' P I N: 1746-30-5871 I N. ~ 6-- 42 3 42 3 . , s m z
PIN: 1746-20-8993 ~ ~ ti . _ 7 REID: 005 I REID: 0185280 6293 ; ' , ,N' , _ . _ :RE1D. - 006.049
R_4 -4 N o„ ~ , _ 49 2 ~I~t 8
S1NGL FAMILY JAMES aauGLAS & cs ~ ' ' ~ ~ ~ ` . ~-~'Jt " VACANT BARBARA MILES ~ s , ~ J
. - WB 396 PG 000E I p PIN: 1746-41-0189 ~ ,
P R ~ X I REID: 004717 ATE 2 ~ I R-4 ' ! ~ r . i ~ ' ' 8p 90
SINGLE FAMILY U ;i ~ ~ ~ ~,;N': - XISTI ~ ~ -E LIN E /~80 ,o L.L~
- ~ N 8 ~ JAMES aOUGLAS ~ ~ ' ~ ~ _
`b 4 & JOYC£ S MILES O ~ :cv ~ ~ " ~6 DB 2730 PG 375 I _ ~ ~ ~ W
I I BM 1956 PG 60 ~ ~ ~ . MARIE pAVlS POOLE PIN; 1748~,3a-6677 . _ . ~ 295 J
I ~ I ~ REID. ~~tl99n4 WB 609 PG 0-E ~ ~ 4 ~ ~ ~ N PIN: 1746-30-2826 ~ '
REID: DD564 .
R-4 09 "'s 55 ~ V s ~ o; ACANT o
N 2g0 ~ .
I ~ ~ ' N N d` U~ ` , - 'ti.. , N ~ ~ ~ - ~ ~ ~ FAL FC z
1 1 255 ,
' ~ ~ ~ ~ , ~ rn 5 ; z U . ~ ~ ' 4 -F~ ~ 497 ~ `ago F=-- U C~ ~
. M i R ~ ~ O W .~s~~ 8. BY`~~EED C~ o zap
Hoes z~l~l ,174.6... -875 ~ 28Q ~ E~ ~~E 52 , = w
~ / ~ o
I I pz ' ~ `Z~ • 8Q' so ~~0 2 .
UEFA ~0 F0 . , : ~ ~S LLC ~ BAR
~ - - ~ - DB 1 1~ 3 ' G. 4 ~o y~ - ~ ti~ .
~ ; AC E: , . ; h,; , ~ o ~ ti~
1 ~ i'~ ~ ~ ~ ~ L~.. ~h o. 265 . ~ . 1746. 0~-~ ~ ~ - N
C N ? I 750 0 STANCE W MUSSELMAN & :ti;. , A ~ ~ ~ . C ROL W sTaKES .R E! D: 0'0 7 N ~ ' C~ o . ~ ~
6 1 ~ N. - B~066-2--f'G-1-28~------ 2 F t ~ ~ . ~B~~~XISTING TREELI~NE
PIN; 1746-30-2204 6 ~o ' ' ~ ° U D R- 6~~ , REID: Do7a316 ~ Q' ; • ~ ~ UFFALO FO.R. RN .HOME 2a5 ;
R-4 ~ ° I FOR ST Lh ~ . _ • " . _ _ ,
VACANT I 1 ~ ; ' . B121 3 P~ G h~ ~ 3 PGA 304 ~ _ ~ - ; _ BARN
_ I ~ ER ,BUFF LOE FO ST LLC ~ ~ . ,1 , 6 4 'A P . ~ PER~`DEED; N 2~5
CONSTAN i DB`1 06 G 2473' ~ ; CE W MUSSELMAN & P 117 .40.-
1,20 E DEED ha, u: CAROL W STOKES 5 ~ , PIN: ,3746- 0 53$3 2~` ~ ~ ~ ~ . '
DB 106 s REID. 0 8E 62 PG 1283 REID: 0 74 86 ` 9.
PIN: 1746-20--8342 ~ R- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ p' CO STANCE W MU5 M I ~ . ~ ~ ~ ~ ~ ' ; , ' • CUD ~ ,R:."• SEL AN& .SENGLE AMILY ° 'o, REID: 0087226 ~
CAROi_ W STOKES ! I:' ~ ~ N ~ a ~ o ; B~ FF,N'~LOE• FOREST; t
VACANT X662 PG 1283 I ~ a - ,h ' . IN: 1746--30-2204 ~ ~ i ~ - . ~ ~ ~ N ~ Q ! ~ . ze0 ~ ~~~,.~~~78 ~PG~ 146
REID: 0078316 s ao ~ I ~ . - ~ ~M ,9~:8 ~ ~ 402..
_4 ERNE T T ~R & N R ~o N SINGLE F SETT B FAL;O ~ ~ , AMILY L cozAR F EST - ~ .
L.C , ~o . ~ ~ ~ ~ ~ - ~ 13.79., AC ER~. ...E
D~ ~21 .3•~ ~P ~ E ~ G 04"
0 ; AC ES , i • - ~ ~ - - / ~ ~ ~ ~ ~ ~ . ~ ~ ~ EID: ~~0~~ 6415
9 8: `4 , SQ FT 275 ~ ~ ~ ~ ~ ~ ~ ~ ~ CUD ~R-6
DB 098 PG 358 o R~L~, ,174 ~ti
PIN: ~ 7~~- 4 143 3a-5154 ~ ° ~ ~ ~ ~ - i I 6 ~ ~ ~0.„~... , 2~ 275., - ~
R lo: Oa893~ ~ ~ ~ ~ ~ R_4 ,0 ,
SINGLE FAMILY ~ ~ ~ ~ • ~ ' - ~ ~ ~ ~ ~ 65"-~\ ro, 2 2 . rn
~ ~
J ~ s i N - co EUGENE ALL U
~ 2 0 , 1 S~ / '.,:.N HUNTER W
PIN: 1745-39-6863 ',"~S ~ ; LAMONT M & REID: 0252745 ~ ,mss ` ~ ~ rL~. RICHARD J05EpH & CRAWFORD G & DB 3461 PG ~ C~ ~ ~ " " ANITA M BRYANTI BM1980 PG 6 ~ ~ O
DOLORES W INGE ~ , ~ R-4 N 255 ' zSS ~ GHILONI DB 3461 PG 129 FIN: 1745-69- ~ O _';~`','I p6 3125 PG 8D BM t980 PG 694 REID: 01265 ~ ~ E,. O
DUPLEX ~ , f,! ,n . • BM 1976 pG 433 PIN: 1745-69-1792 R-4 ~ N N) ' PIN: 1745-59-8732 REID: DD01395 SINGLE FAMI W ~ pD
NF - I 5° ; ti , . - REID: 80048050 R-4 -VACANT (Y U ~
N~ Z ~ ~ I ~ R T LLC. o , , ' ~ ' , ~ ~ VACANT ~ Z Z CO O
DB 2572 PG 716 R-4 ~ ~ ,1 1.83 , PC 8M 1999PG 613 DUPLEX - _ 2$ I-~ ~ 'o RICHARD J05EPH & W U = Cfl
PIN: 1745-39-6763 2 4 .A C; ' P' ' 2S0 . ' ANITA M GHILONI ~ . DB 3125 PG 78 ~ Z C~ ~
REID: az52746 i E R DEED . , ~ ss , " ~ BM 1976 PG 433 <t W PiN: 1745-59-4689 W ~ ~ ~
PI~ 745.: 4 ~~5. . 7 . S• REID: R 0498049 ~ LL. d `1
'6. ~S ~ L' .0.0.3 • ' . ° - s. ~ SINGLE FAMILY ~ ~ LL. ~
~ C - ~ ~ ~ mN
' ~ i` ~ - ~ ~
LAMONT M & - ~ -,~tk , . . DOLORES W INS - , ~ ~ ~ DRAWN
OB 2572 PG ~ ' 250 I 13M 1956 PG 6 - GMM
PiN: 1745-38-860 - ; - UTILITY INSTALLATI NS AND OTHER PUBLIC NECKED
REID: QOa2825 • ~ , , . " """'2 _ 240 ~g R-4 ~ hh ~ RAMPS AREFTO BE CONSTRUCTED OND ALLNSTREETS SO A5 SPECIFIED BY TY CODE. THESE FACILITIES APPROVED M
SINGLE FAM~Y, / ~ - ~ Q ~ ~ o 0 . - o NAVE BEEN APPRO D BY THE CITY OF RAIEiGH AND SHALL 8E 50 INSTALLED UNLESS A CHANGE GMM
~h ~ o ~ ~0 2 S ~ ~\.T:~----240 ~ N N N IS AUTHORITED BE WRITTEN APPROVAL. PUBLIC SANITARY SEWER E SEMENTS ARE TO BE RECORDED T RT DATE
GRAPHIC SCALE I PRIOR TO FINAL A EPTANCE. '
10o a so ma 2ao 4ao l TRANSPORTATION RNCES L ~ j Q ~DE
~ I"'' \ti, f i I. n „
- ~ ~ APPR LAMONT M & OXIMATE DOLORES W PUBLIC UTILITIES G7 Y
~xr~Tr~ir, T~~~I r~~~ ~B ~r~
IN rEET) ~ ~ ~ ~ v . BM 1958 PG 60 CONSERVATfON ENGINEER °a _ v RAWING -64 PLANNING No.
1 inch =too ft ~ PIN: 1745-49-5347
i ~ REID: 0044781
R-4
- VACANT
.,Fffffl Jill ;EI,, {

\ ~ N TES:
1. ini um co er ear c am cu line of ntersecting teats U sha eat least O ft m p i t of to ency o th e curb. No J
rive ys shall enc ac o t is dti imum c?,me cleordnCe~. J
< EN RA _ N rEs ~ Ali public streets o~ n hese~lQns sha hav the fug 'dth of th right-of-way Ilea d n gr Qed wtthi 0 ~t a !street a ~ ~ ~
\ 415 T dt ANNA T 1. S E S E E S -1, 2 f R ~ EDW D5 -1, 2 F R 5T RM DRAINAG HE ULE. int sections. Ttle full idk ~righ -af-way shall'E~e cle nd ~ ~ U
• I` ~ A T DB 7 B PG 783 ~ - ~ BM1 94 PG 291 SHA NON & YN A 2 A L ANI AR S WE MIN, S WE M INS HAL BE PVC (SDR 35 grad d to Old Milburn , ffalge a arestville Rudd ~ a ca ~ o
~T TREE ~ E 746-51-7963 DB 11 A7CPG 824 EID: ozlazsz U LE S TH RWi E S O \ ~ R-4 BM199 PG 91~ !Wi E S 0 .Far he p oposed acre p i is ~ Buf a a and Fores vt e ~ ci rn
N FAMILY PlN: 174 -51-9J83 A L A ER AIN SH LL _T~ GENE & BAR9AR C A($TOPHER R_q 4. AL A R!A S A D I TAL ~W SH LL E D T]LE R.QN C1~ E. ed, the own C/developer res~ nsib for any confliith..euisting 0 ~ ~ ~ ~ ~ r ~r~pased utiliti s, drama devic~, fire tt~drants utilif oies,
. ERST6NRYE JIL~ONN \ \ REID. 6 0261 18 PG 9~ DB x~--583 PC 2 WHITECR6S5 BdRTON SINGLE FAM Y APICAL LAND 4 PG 291 ~I,g94 PG 2D1 B 6g962 P 219 OB T8 6 PG fi ~ ~ 15' RCP IN 51MEN OMPAN S A D I TALL TIO SHALL BE PERFORMED reet7ights, cats basins gr similar b ' cts witl~in~3-feetpof p ~ N ~ ~
4 41-980D ~p(t~; 1746-51-085 PIN td1TA4 5C- 9173 IN:~17A6 52 507 PN EL = 3 .85 DB 8313 P 1138 N RDAN E W H CI Rfl OSD REI ' 02 661 REID: 2 6D5 EID: D 10263 \ \ ~ BM1999 PG 1 p IFICA IONS AND ;E W H CI OF ALEI H~ TANDARDS AND iveway `C terline. ans ction drawi~gg will shave an ie et showin tri ~ ~ z rl ~
LE ~A~I~~ - \ \ PIN: 1746-62-8~ 0 51 GtE FAMILY R-4 N I C~ MIL ~ GLE F ILY 15«D 0(~M81T A D IFICA I NS RE 'IONS AND A D STANDA a dimension antl 0th nformation requite for construction. The ~ N ~ 1 t NS RE PLIC ~E. c tractor will orrect any errors ar omissions~u~covered in the field, Q ~ ~ ~ ~
r~l 0 305., CUD R-6 \ SINGLE FAMIL O SI H BSTRU NG O TR6 NG 0 PAR LLY OBS~ CTING WALL, 4. a WC acces ramps will be provided in accardap with the 'L N
\ N L GE BER IGP r \ r > R t Engineering tandard D wing STD~20.11. Where sidewalk is rro ~ ass M ~ E, BER IGN, ARK VEHICLE, ~ re 're ong the P lic ROW to be depressed at all ramp ( ~ ~ ~ ~
E T E N 2 FEET N 2 FEET D FEET EIGHT ABOVE THE to 'ons s non S20.11. L ~
~ ~ \ N E N SHOU N SHOU B PLACED THIN A SIGHT TRIANGL . b w . P vote Stre Inspecti Staten t -The cons n inspection
~ ,war ~ d ~ ` of p ate street~ithin cl tter units, condominiums, townhouse J
FdI~ 9p7 evel is and m bile h>oal parks s mitted for City oppraval is R ' pon~ ility of fh awner~tl vefoper. Copies of certifi U
~4 ~ ~ry \ \ i ~ on repo is invalv~ subgr~ / aggr ote base, pr afrolis, A S N ~ ~ ~ F
a r to base nd aspha7 densitie and thl knass, and other
\ B 4 5 p in infarmatt n must submitt d to th City s gineering
:Q ~ ~ ~ En c' s Manoger at PO Bo 590, Ra igh, N 27602 o axed to M 1 8
/ ( ~ 6339. Con ct Larry ndersan t (919 831-6810 t obtain P 1 4 8 d e above re uirement
~ 1 \ VI 10 B PT ST sT > > R I 3 3
\ C H C
SNV EEP JOBA6 " R P DB a P 1 2 £ \ II V EL = 309.45 M1 99 P 34 12 ~
15'RCP T ~ ("'y PI ~6 B VV ` INV EL=3 .18 jG ~r WAY REI 0_1 as s >g~ SEP iNE A NS V A
76 06 E TAT
15' RCP ~ 15' RCP Cf-1 RC ' 4 G ~
I ' GRA pIV INV £L = J08.09 INV EL a 309.0 11 ~ 15" RCP j$~ j$~ ` 15' RCP ~ J P R BERTSON ILY LTD I B 7121 PG , PAN, 1 46- 00
E T L INV EL = 300.55 " RC~~dF INV EL = .01.2a F ~ B 000 PG 1791 REID. 0746 C6
P4 L = JOO.O~~jj~pj jjoN _ R RT Y B 0 ERTY BDU A Y PI R 17402739033
8 P 46 12 IN EL = 310.69 R-4 R - I- CANT I ( VACANT ~
DE D j Q
jA~± "RCP 4 9 INY fL 310.41
006 ' 8 - 1 \ ~ti ~ ~ W
1~ AMES LOUIS & ~ ~ 15' RCP r 11 ~D U N~ C ~ I ~t
D- - 6 s iHV e~ = aoLZe I

' .B 17467 -9 50 AME L J YC DA ~ ~ ~ ~
~ ~ ~ f REID: 00 94 9 D N Z U
q B72 G39 Wozz ~S FAM L

F AL E FORE ~E FORES6 15"= F.wA' ~ 9'~,- M19 6 G 76 ~ z
.5" RC B 11 7 P IN L = 297, 7 P ~ o pr~Ar,~,, PIN ; 74 - 0~ 91 ? ~ w
" RED: 66
ooP ~ I 7 0 P ~ ~ 4 _J~~~
10 04 A B A B ~ ~ ~ IAy /A~ r,, ft~ ~ I8" RCP ' ~ V EL R 4 1 ` \ SIN ~ F I Y I
/ ~ - . 1 70 70 L~. ANC ~eL = zs7,zs ~ {n
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A~CFC R ID• 173523
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B U AL F S LC AND i 0 THE REID: 00192
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FA I I71ES, INCLUDING SIDEWALKS D HAN ICAP GMM ARE TO BE Cd~ySTRUCTED 0 ALL S EETS
AS SPE 1FlED BY CITY C DE. THESE ClLlil S START DATE HAVE BEE PPROVED B THE CITY 0 RALEI H
AND SHALL B 50 INSTALL D UNLESS CHAN4 IS AUTHORIZED E WRITTEN APPROVAL. PUBLIC ,JpB CQDE
SANITARY SEWER ASEMEN ARE TO B RECORD D
RA C GALE IOR TO FINAL A CEPTANC , _
~r TRAN5P TAl10N SE ` DRAINING
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1 ~ F 1 \ q NOTES:
\ \ ~ 1. Minimum tamer clearance from curb line 1 r \ e from curb line of intersecting skteeks J
shop be of least 20 ft from point of tangent n point of tangency of khe curb. No this minimum comer clearance. GENERAL NOTES J ~
\ \ ~ driveways shall encroach on this minimum ca NOTE. \ 2. All ubiic streets shown on These Ions sl on These plans shall havB the full width Df v, ~
~ P P , I ~ t ri ht-of-wa cleared and railed witflln \ ~ MINIMUM CORNER CLEARANCE .fle 9 y 9 1 \ . c' nd graded within 50 feat of all street i, SEE SHEET SD-i, 2 & 3 FOR STORM DRAINAGE SCHEDULE. ~ > ~
/ \ ~ Intersections. The full width of right-of-wa} 1 railed alon Old Milbumie Buffaloe and Fore h of right-of-way shall be ciedred and 2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 ~ ~ o ti Bttffaloe and Forestville Roads. ~ ~ ~ n. _ rn ~
S FROM CURB LINE OF 9 9 / ~ \ 3. For the proposed access points an Buffalo UNLESS OTHERWISE SHOWN. o points an Buffalae Road and Forestville O ~ ~ ~ ~
~ \ 1N TERSEC TING STREETS SHALL d e owner develo er is res onsible for Roa , th / p p is responsible for any conflicts with existing 3. ALL WATER MAINS SHALL BE DUCTILE IRON Ci50 PIPE. - ~ ~ rn
~ , ! or proposed ut1ihes, drainage dewces, fire h} - \ BE A T LEAST 20 FROM THE ii h s catch basins or similar ab' cts ge dewces, fire hydrants, ut1ity pales, 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED p ~ ~ ~ ~ q
\ street g t , Je \ driveway centerline, Construction drawings wi or similar objects within 23-feet of IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ ~ z r; ~ uction drawings will show an inset showing AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ N ~
1 , POINT OF TANGENCY 1 ~ all dimensions and other informotion required formation re wired far constrt,ctian, Tha Q m s ~ ~ q AND SPECIFICATIONS WHERE APPLICABLE. ~
/ ~ contractor will correct any errors or omission ! errors or omissions uncovered in tale field. I
~ , \ 4. The S4C access romps will be provided in I \ Raleigh Engineering Standard Drawing STD#20. ill be provided in accordance with the 5, NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ ~ ~ rn rn d Drawing STO#20.11. Where sidewalk is not FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ( ¢ ~
required slang the Public ROW, curb is to be ! \ OW, curb is to be depressed at all ramp OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~ L ~
\ locations shown on STD 20.1E }.11. CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGL . L`'
5. Private Streef Inspection Statement -The 1 ~ \ of rivate streets within cluster units, condor Statement - The construction inspection 1 ` -w aster units, condominiums, townhouse ~
1 \ P 1 \ evelopments and mobile home parks submit) Mme parks submitted for City approval is U
1 ha responsibility of fhb owner/developer. Cc ~ ner/developer. Copies of certified ~ ~ I ,
spection reports involving subgrade/ aggreg subgrade/ aggregake base, proofrolls,
I ~ re ate base and asphalt densities and thi 99 9 densities and thickness, and other be submitted to the Citys Engineering
aH9 T ~ IllANNA r ertinent information must be submitted to I \ GR i°asa po 763 I spectians Manager of PO Box 590, Raleigh, Box 590, Raleigh, NC 27602 or faxed to
~ \ BNI994 PC 291 sNANNON K ~ GYNRAA 19 631-6339. Contact larr Anderson at 1 \ \ • ,746-57-7963 CMCiA OB 11077 PC 1820 y arry Anderson at [phone] to obtain
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pd 06 D• O6 PIN: 1746-4f-9600 BN1994 PC 291 DlA1994 PC 1113 - 3os.as D8 8,77J PC 1W6 _ PIN; 1746-51-9859 \ CL k1THM ZD' OF BUFFALOS qpg: p pgpg0 PIN: ~74 -61-2873 INSTALLED ON PROPERTY LINE pIN. 1746-52-5070 \ Y ~ ~ ~ ~ - t \ ; p ' 05L Rp . 2 \ OAD R-O-W. STOP DERV 8111999 PC 13{B ~J PC 1W6 9 PO 13{0
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ESL m ~ ~Nya ~ Os9f s7f29cwomn ~h sq PROPERTY LINE. EASEMENT WFD HUNTI DRA RD G & DB 3461 EUGENE ALLEN INRRSpoTppAFFLRRLETTyyD WITFFHIN 5' OF
\ y' ~o "~,t+~' C Os9.fy djOs ;48,616 RICHARD JOSEPH & NORMA f BM1980 I i h MOvw 671~9f GvHUr 9>~ b Sjs ANITA M 6RYANG 9 DB 3461~PG 131 DAVID MARK & PCAROC'L'S~~D' ~ I MINNIE rHORPE pUNN & O BM19B0 pG 694 KIMBERLY L DB 4805 PG 345 ~ SYLANIA THORPE PIN: 1745-69-47t3 YOKELEY BM198a PG 694 I-"~
? GHILONI DB 3461 P 12 PIN: 1745_i v - - +4 m s9• 6710 $S 9~ B 3125 AG 80 BM 1se0 Pc 694 REID: 01 f LAM4NT M & PlN: 1745 39 6863 p ry ya ~ ; b R_, DB 4421PG 938 PIN: 1745-fig-9704 DB 4aae PG 313 W REID: 0126557 BM 1985 PG 906 R_4 BM19B0 PG 694 REID: 0126556 _ _ --I I-
pOLORES w INCE REID: 0252745 h p„• s9f~ naa. BM 1976 PG 433 PIN: 1745-69-1792 SINGLE F R-•4 0 6 ?9 6 OPEN SPACE PIN: 1745-59-8732 REID; 0001395 51NGLE FAMILY PIN:REID 50125808 3 SINGLE FAMILY PI REiD:40i64713 19 ~ O R_4 TODD & MARIA R-36 ~ ~ O
DUPLEX \ ' '7f0 Q ~ 67 ?86 150 a? LOT X506 REID: OD98054 R-4 -VACANT srn 92 lOsq 9ff 6617 •r AREA= 2.063 A . VACANT `s 1 ff s ~ ' SINGLE FAMILY MEYER ~ VACANT I-' I,,• Q
60?759 67 ?8j ~ 31 1., 91 s RICHARD JOSEPH & DBMI9BD PG 6945 ~ ~ ""'1 C~ ~ BRUCE AM8RDU5 PIN; 1745-79-1688 W ~
DB 2572 PG 718 R-4 ~ o. \ , f f0 t °9.>t ; ANITA M GHILONI n ti ~ 10,32? sq.n. ',r'• DB 3125 PG 78 REID: 0126555 BRANTLEY R-4 DB 2855 PG 310 ~ ~ I
BM 1999PG 613 DUPLEx ~q ~ ~ . BM 1976 PG 433 PIN: 1745-39-6763 ~ r PIN: 1745-59-4689 SINGLE FAMILY BM198a PG 694 ~ Q Z z ~ PIN: 1745-79-5638 REIDRD45568 I"I- ~ ~
REID: 0252746 ~ a ~g128B , REID; 0098049 l a " 9 sq 30 R-4 a \ ~ srn 16,382 sq SINGLE FAMILY SINGLE FAMILY ~ ~ Z ~ ~
ti ~ 29 ro
4,458 sq,rt, ~ HERMAN DUNN JR HEIRS J DEBRA D MANN Q ~ J ~
LAMONT M & \ DB 2278 PG 500 LL ~ ~ BM 1987 PG 281 <L Q
DOLORES w INGE I DB 2572 PG 716 PIN; 1745-89-4593 ~ L~. ~ REID; 090645 ~ m
BM 1956 PG 64 PIN: 1745-38-8601 SING E FAMILY ~ N CO
I REID: 0002825 tl' ASPHALT 4/AU(IR'G PA FEE IN EU-OF VALE BE SINGLE FAMILY ~ ~ 20 0 \ 0 QUf ~ R~PAVEMENT, CQ
SLOPE ply OR STREET EASEMENT t~p;~ DOES OT EXTEND DRAWN
TO PROP N LINE. GMM
NECKED
I LAMONT M & DOLORES W UTILITY NSTALLATIONS AND OTHER PUBLIC GMM FACILI ES, INCLUDING SIDEWALKS AND HANb1CAP
DB 7222 PG 867 pFFSITE SANITARY SEWER GUTFALL RAMP ARE TO BE CONSTRUCTED ON ALL STREE S A1'I'flOVED
6M 1958 FG 60 BEING DESIGNED AS JOINT VENTURE FIN: 1745-49-5347 BETWEEN DEVELOPER ANA CITY i7F HS PREEN APPROUED BY THE CITYEOF RALEIGH GMM A D SHALL. BE SO INSTALLED UNLESS A CHANGE START DATE
REIp: 0044781 RALEIGH, DESIGN REVIEW IS UNDERWAY, AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ANITARY SEWER EASEMENTS ARE TO BE RECOR ED T r q T
aFFSITE SANITARY SEWER ~UTFALL R--4 PRIOR TO FINAL ACCEPTANCE. GR HIC SCALE JOB CODE
BEING DESIGNED AS JOINT VENTURE VACANT TRANSPO TlON SERVI ~ ~ p v 1z0 0 ea 1zo 2aa 4aa -
I BETWEEN DEVELOPER AND CITY l7F I RALEIGH, DESIGN REVIEW IS UNDERWAY, O f,>t ~ lllfflllNl 11r~
PUB U11LI S ~J ~Y~~~~ ~
1111 it , ~ 1.,a ~ , ° 1, DRAWING
,~ONSERVA7ION L1~IGINEE IN FEET :-1 r No.
V PLANNING 1 nch = 120 ft. gym' ~ ~ -
li POND
r~ulln1t~11ti~ .

r+- r - g6`• =21039 , -U9 ~ MATCH 'tN • / •'ID SIDEWALK ' ~ L.E.A.. /
~ MAC NE A 3 ~ ~ b' 8 s 6' 9 q ~ ~ MATCHLIN I cP ~ . MATCH INE A r7 ~ I.fj
'.-r' aa~..... ff-U9 ?.95Lf:" ~ RIM=2 ~ ~ r /
~ S 3 2 G ~ -268 H-U9 ~ ~ b' 1 D tS 4F• - fi---`- FL .78 6fH-UB 9 . , ' ~ r, V ~ Q~`"` ~ J
q.25 - ~ 0 ~ ~ 6 M-21257 0 V Y. ~ - \ D r~ ~C I I ~J
~ ~ C 3N- ~ S' 0 6 P~ T=265,22 M - (}l S , q J` S '0 . + 3 D t
r ~ 6' ~ W q l <b q ~ ~ D F i ss ~ l`' ~ ~ ~ 4, ~ ur- . 3 MH-ufi ~ p C~ J 82 C~j . ~ O Q O L~
o ~ w ~ ~ ~ o Q ; q~ ~ o w w . O ~ Q I V h(
~ ~Q N ~ ~ 6 9 2 / 0 0 0 6 13183 f. w N 9 6 S~ s t ~ © 0 ~ g' Sq, f~, fJl CO ALLEY O
w a ~ ~ 0 3 -u6.~ r O N cn CD p ~ S S ' _ s
S ~-2 ,6 w 9 ~ I 26 . MH U6 S / rL, r 62.13 !7H-U5 ~ t1a ~ -Q ~ r" ~ t . h
( av ~ ~ ~ ~ p` tT ICO O O Lf~ d- cv r•-
4 3 ; 81 81 ~ ' ~ ' S5 ~ ~ o ~ o ~ I I° O o ° o ~ ~ m ~ m
~ 0 ~ ~ 9~ / . t (f~ ti r C`\J ~ $ ` O 20' PRIVATEO ~ ~ ~
• 6 ~ • 9 7 504 s , f ~ ~ q l~~ ~ s ',504 sq.ff, © 8832 S ,ft ~ 20' RIVAT ~ r N O i SAN~ ~R O EA EMGT ~ .5 ~ ~ rn a~
. >r S ~ vJ ~ ~ ~ ~ 5' t 0 y DR NAGE SEWER' ~ ~ 5' ~ EA EMENT ~ ~ EASEMEN ~
o ~ / 0 ~ ~ 79 SII SIpEWALK
o 9 : 7~ ~ ~ -DD6 ~ , ~ - ~ ' S' ~ , . ~ ~ , = 1 ; o<' . 18 606 s . ft. ~ ~ ' ~ ~ Q M 2 .a 9 9 ~ o ~ ~ 20 P
\ ~ S $ FL I 27 .90 (MN-DD ~ ti DRAIA . ~ r 7a.7o {MH-DD6) ~ q 20' PRIVATE 80 EASE! 20' PRIVAT~ ~ U DRAINAGE ~ ~ ~ ~ ~ ~ ~ } l
9. ~ ~ ~ 80 EASEMENT ~ ~ 4~-- ~ ~
~ k. ~.Ja ~ ~ DRAINAGE 4 ~ o , ~ ~ EASEMENT 11 500 s .f~ 500 sq.ft, I o ~ ~ ~ ~ ° o ~ a- ~
9 ~ ~ Q / ~ W ~ . ~ ~ 2 DBL. I CP ~ L["~ ~ (Sj ~ ~ ~ I ~ ~ I~ O~ L,(') ~ N C~7 I\
i3 ~ ? o ~ ~ o 78 ~ 0 9 0 cs oh, o• ~ , f`~ AMP HCP c~ 30`?VA LEY ~ cv ~
Qj ~ ~ ,,h ~ti ,~o . 30 VALLE PEN SPACE ~ ~ , . r ~ 0 ~ ~ ~ ~ c~ s - ~ ~ DEPRESSIQPI~ ~r ~ N7 I I 'Cr ~ ~ C
rr,,,, ~ ~ 9 9, 12 509 s . ft. h ~J VC H-665.: ~ ' L.J i ~ q q. ~ LOT 5,1..3 - a e r` 4ryh~ ~ , o° f~ CD DRAINAGE ~ ~ r` B L`~ c~
m ~ bt U.1 rt' _ RIM=2 , 4 ~j ~ 'p~+, ~Q _ ~ ~ fL -211 MH-6 - $ EASEMENT BIRCH R W A Y P U
t9 aU .4 ' S MH-D ; '-~..I ti / AREA - 3,:797.. A ~ ( ~ S
5 , 0 ~ ~ ° 0 9 ;r o R35,00 ~ ~ y. _ - - R35.00 - -
s u' s 9 ~ ~ ; b - - ~ 9. H-D 4 J J l 7 . ~9 ~ ~ ~
~ ~ Da ass? ' l . _
3 , Q R DJ=275 H- 3 ~ ~ 0 9 S 6 FL 0 5, . -D 4 ,D l ~ l ) d 15 4.35 S . ft.
• C ~ 0 STD i 2 .6D M 0 s ~ N C&G r 5s.ao MH- ~ ~ -J ; `.I ~ SI WALK SIDEWALK N LI~1
S ' 6~ ~ ~ 20 PRIVATE 9 ~ ~ ~ ~ ~ ~ a`~ W ~ DRAI AG „ J 51 GLE HCP ~ `J ~ V d'7 ~ ~ ~ ~ ~ v J
t 9 ~ ~ 9 J - ~ ~ ~ N EASEMENT - J AdP ~ N N OJ N hJ `J 'J ~ J
~ ~ ~ 0 ~ ~ 9 ~ s ~ ~ 0 ~a I
~ 0 s ~ 9. ~ ~ 6 ~ ~ ~ ~ ~ ~ s ~1 s C3T J 6i J -'J O N Ca~J ~ Ord 000 OJ O~
9 ~ 6 ~ o~ ~ 9 ~ • • . o cn
J 1~ Gj ~ SIDEWALK ~ . 9 ~ 9
m-+, - ~ ,~i- -tti r+ f r+- r-i- r-t- ri- r+ J
7, J~' H-,p 3 t~ r~ ~ ICJ S R M=272.9 ~ ~ ' ~ -ti 4.`
IN- ,37 H-Dp4 ~J Q FL D =2 MH-D6 f~ 20' PRIVATE 20' PRIVAT ~ ~ ~ (_,1 DRAINAGE
c1' ~ ~ ~ ~ cs' caa ~ ~ ~ Q j ~ • EASIf~M NT ~ ~R,.., ~EMENT ~ DRAI)~iGE Wes- m W ~ O Z
~ w ~ 9 ~9 20 RIVATE.~ ~ ~ is VALLEY DRAI A ~ ~ ' O ~ ~
~S ~ DBL. HCP r~- 9' EASE NT ~RAMP ~Y' ~ ~ ~
5, ~ ~ 00 ~ I I EASE~M~E~T ~ r-- ~ ~ ~ U) ~ s ~ ~ C~ cs~ ~ O o ~ © ° ° Ln o °o ° Ln ©a Ln o0 w
' ~ SIDEWA K ` 1 ~ r-r L ~ ~ 6 ~ ~j ~ ~ c~ ~ ~ ~ ~ O o ~ ~ o o © o ~ .-i
. Sa ~ r I DBL. HCP ~ 9 ~ ~ ~ ~ MP ~ ~7'RESSI ~1'RESSI ¢ O ~ SIAMPE HCP ~ ~ CTS ~ ~ ~ ~
- S C~ L~ _ DRAINAGE O " . ,t s ~ _ _ , EASEMENT s-- 5' ~
~ ~ ~ SIDEV ALK - 30 VALLEY . C ANNE Y WAS(--~ UBLIC ~ ~ 3&G VALLEY 31 B / 5 Q' R / W ~ ~
6 u~ - - -
0 9 y o ~ ~ - ~ :5 , S ~ 9 20' PRIVATtr"~ ` _ _ _ _ . _ L_1,.~
DRAINAGE 3p $ ~ U
S' EASEMENT o3~p ~ 5 - - -DD2 (y \'/'S" ~ ~ SID 4ALK ` ~ 3n Q.0~ - - _ ~ _ - _V ~ _ _
7• Jr . HC Q - =26 .fie ~ IN= 59 8 MH-DD3) O DEPRESSI6 .
' 6' 9 ( DBL. c V FL = Sa (MH-DO2 O V ) O IV RAMP ~J 1 - ~ ~ 67 SINGLE HCP
s 6 2 ~ N so° sr 5q• ~f. q / , p , U N fV -N ~ RAMP 0X30 3 3 at La ~ ~
a ~ ,.p 20 P IVATE C&G ~ HcP O U N 20 PRIVATE ~ +a ~ DRAI AGf~ DEP ES HCP pEP ESSION +a~ ~ W
S ~ Iv / E q J~ 20 PRIVA S ~ N~ EASEMENT ~ Cs UJ Cf ~ ~ j~ 5'
~ q -I, a~ ~ ,9 DRAINAGE l/r[ 23 r.. ~ S ~ r-r ~ (n ~ ,_,J SIDEWALK ' ~ d' ~ LL ~
6 EASEMENT30 V EY 0 v ~ ; c& 11 986 s . f . ~ 5" L("? ~ ~
s 6 1 ~ Q ~ 20 3 9 ~ 1 8 6 ~ / , 0 ' 3 5' 10 0 ~ ~ CQ~ I W
1 ~Q9 tS ~ SIDEWA K ~ r- ~ ~ S L S . f~• oa
of a q,~ 6 2 ~ . . \ \ h h
~ 9
~ ~ , s ~ 6 ~ f , :u _ . ~ . ~ m
® 1 , •a 0 3 ~ , / ~ S ~ tN ORDER TD PRESERVE PEN SPACE
S , S S > q f Q REQUIRED TREE SAVE AREA, A
~ 6 \ 20 X t`. 9 ~ 20 ~ ' ~ s ~ RETA 9 ~ ~ INlNG WALL WILL Bi~ 'W \ ' L T X505
0 9 f . - ~ . SLOPE \ PROVIDED AS NEEDED FOR 6 S U? q I` l / \ AREA= 1.275 AC.
I ~ \ - : ROAD TIE-IN TO ADJOINING EA D 2 SEMENT ~ ~ 6 HIGH SOLID W OD 0 8 , ~NODOR
S 3 PROPERTY, IN LIEU OF A SLOPE s ~ o ~ ' EASEMENT.
/ VINYL FENCE TO BE s \ , q~ BE R
t 2 2 ~ ~ ~6 ~ INSTALLED WITHIN 5 OI 6' 20 COR N 5' OF Zo' X 20'
2 ' PRiV ~ ~ SANITARY V S' , SLOPE EUGENE Ai~LEN
RAlNAGE ~ / ~ EWER PROPERTY LINE. s 4. 6 ~ q, l . v 9 f J EASEMENT,, V ~ ~ASEM T EASEMENT HUNTER
o 0 ~ ~
- ~ _ / 9;~ 6 t ~3 s Q? 8 RICHARD JOSEPH ~ 30 VALL 3 ~ , ;;i PH & CRAWFORD G & DB 3461 PG 131 NORMA I BM198Q PG 694
- EY q 1` . ~ s &G ~ 1 v~- ~ AN TA M BRYANT PIN: 1745-69-4713
~ s rn;, a ~ 6 ~ ~ ~ HI q ~ , ~ G LON 1~ S DB 3461 PG 129 REID: 0126557
/ ~ , 1 ~ 0 DB 3125 PG 80 80 BM 1980 PG 694 R-4 ~
s 9~ - D PRIVA BM 1976 PG 433
/ ~ D NAGE ~ OPEN SPACE 433 PIN: 1745-69-1792 SINGLE FAMILY °
-6DI ~3 T PIN: 1745-59-8732 y S Ik=2 .25 2 0 8732 REID: 0001395
_ 8 LOT 506 IN-47 a(!A~-DD 6 s REID: 0098050 50 R-4 VACANT L a
~ ~ b ~ / ~ R-4 ' '6 AREA- 2.063 A • s ~ 3
q A VACANT ~ ; R25. S ` r Q N
/ CLE MCP ~1r~ . J, U W
2 9 ~ a ~ '2 ~ 6 ~ A RICHARD JOSEPH & GENERAL NOTES ~ ~ ~
31 ~ ~ s 0 ~ ~ ANITA M Hi ~ G LONI 1. SEE SHEET SD-1, 2 3 FOR STORM DRAINAGE SCHEDULE, h-" ~ ~ ~
s 10 322 S .ft. a: R48.00 ~ 7, ~ ? 2. ALL SANITARY SEWER MAINS SHALL BE PVC ~SDR 35) w ~ N ~
t ~ ; ° R ~ DB 31.25 PG 78 DBL. HCP 3. S~OQ UNLESS OTHERWISE 5 OWN. ~
, RAMP ~ BM 1976 PG 433 za' ~ ~ ~ ~ q NOTES; 3. ALL WATER MAINS SH LL BE DUCTILE IRON C15O PIPE. ~ ~ Z
y~ ~ : i. 2a' PRIVATE PIN . 17 8 NITARY 45 59-4689 3 ~ ~ i. Minimum corner clearance from curb line of m1 ~ ~ m curb line of intersecting streets 4, ALL MATERIALS AND I STALLATION SHALL BE PERFORMED ~
~0 U i 0 ' 9 ~ SEWER eAS~+EHr REID: 0.098049 shall be at least 20 ft from point of tangenc of 9 Y nt of tangency of the curb. No IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND p z ~ I
30 EA MENT S ~ _ driveways shall encroach on this minimum comer 9 R 4 fj+ QQ 2 S 2. All ubhc streets shown on these fans shall h minimum comer clearance. AND SPECIFICATIONS AND NC DOT STANDARDS AND hese plans shall have the full width of AND SPECIFICATIONS HERE APPLICABLE. ~ ~ J ~
30 ~U ~ ~ P P • STD ~ ,1 SI N G ~ E ~ A M I ~ Y the ri ht-of-wa cleared and railed within 50 fe •aded within 50 feet of all street 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ ~
29 intersections, The full width of ri ht-af-wa steal right-af-way shall be cleared and FENCE FOLIAGE BER SIGN PARKED VEHICLE OR OTHER
GRAPHIC 9 Y SCALE cc ~ graded slang Ofd Milbumie, Buffaloe and Forestvill+ 4 458 S .ft. 3. Far the ra osed access oints on Buffaloe Ra iloe and Forestvilie Raads. ~ its on Buffalos Road and Forestville OBJECT BETWEEN 2 F ET AND 8 FEET IN HEIGHT ABOVE THE ~ N
, sa o 3a so p p P ~ 120 2Aa ~ Road, the owner/developer is responsible for any sponsibie for any conflicts with existing CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. 0 ~
- ; , ~ or proposed utili#ies, drainage devices, fire hydrant :vices, fire hydrants, utility poles, DRAWN
• ' ~ ~ street li tits, catch basins or similar ob'ects withi~ 9 J nilar objects within 23-feet of
~ drivewa centerline. Construction tlrawin s will sh+ (IN FEET } Y 9 all dimensions and other information r aired far ~ drawings will show an inset showing GMM Rion required far construction. The CHECiCEp
1 inch = 8O ft, ~ cantraetar will earseet any errors ar omissions un~ s ar omissions uncovered in the field, UTILITY IN TALLATIONS AND OTHER PUBLIC GMM
4. The WC access ramps will be rovided in accor ~ P provided in accordance with the FACILITIES, iNCLUDlNG SIDEWALKS AND HANDICAP APPROVED
Raleigh Engineering Standard Drawing STD#20.11. 4 ' ~ required along tine Public ROW, curb is to be depr Iwin STl) 20.11. Where sidewalk is not RAMPS AR TO BE CONSTRUCTED ON ALL STREETS g # AS SPECIFED BY CITY CODE, THESE FACILITIES GMM ;urb IS to be depressed at all ramp HAVE BEE APPROVEb BY THE CITY OF RALEIGH
~ , ND TE; locations shown on STD 20.11. i~ AND SHAL BE 50 INSTALLED UNLESS A CHANGE \`~~y1411t111 IN i 1 START DATE IS AUTHO TED BE WRITTEN APPROVAL. PUBLIC R
, q : . - ~ 5, Private Street Inspection Sfafement -The con, ement -The construction inspection SANITARY EWER EASEMENTS ARE TO BE RECORDED PRIOR TO INAL ACCEPTANCE. CODE
MINIMUM CORNER CL A NC of rivate streets within cluster units condominiur RA E p , FEE IN IEU-OF WILL BE developments and mobile home parks submitted fi units, condominiums, townhouse ~ , parks submitted for City approval is 'IRANSPOR AT10N SERVIC ~'~f~ ~ ~ ~ ,~"V -
FROM CURB LINE DF leveloper. Gopies of certified _ b
> ~ QUI ED FOR PAVEMENT the responsibiliky of the owner/developer. Copies E SEC TIN G S TREE SNA L Ins ectian re arts Invalwn sub rode a re ate b C ' IN T R P P 9 9 / 99 9 •ade/ aggregate base, praofrolls, PUBLIC Uil I'nES = m ; ~ 3 ~ . - nt Rnutnnr~"""`I
C".I I ~ ~I ITTF'R fQr „"~~a,,,,+e h~"a „",a „""~"If ae~..~a.„" ,..,a ~ti~.,~„n~ ,iFt~~ ...,.1 +I.inLnnen nn.l ~+5.~. ~ / 5 r~
SLUF L vv w c wv vauc uuu vu nw uauiuw unu aucnnc: nuw unu ucnncu~j unu uuici c p i(J J ~ ',a' I 1.r1 l!"1YYIItlV1
BE A T LEAST 2D FROM TH pertinent information must be submitted to the C EWA OR L STREET E EASEMENT SAD Inspections Manager at PO Box 590, Raleigh, NC abmitted to the City's Engineering CoNSERVA ON ENGINEER l..av& ( L 4 C 8 No. 590, Raleigh, NC 27602 or faxed to
T H-A DOES OT EXTEND POINT OF TANGENCY. 831-6339. Contact Larry Anderson at (919 (919) ) Anderson at [phone] to obtain PLANNING
details of the above requirements. TO PROPERTY LINE. s. C-1 A

~ , - -
\ ~ \ SINGLE FAMILY NOTES: ~ REID: 0210261 U
1, Minimum comer clearance from curb line of intersecting streets CHRISTOPHER L \ \ R--4 J
shall be at least 20 ft from paint of tangency of the curb. No BURTON ~ \ ~ \ SINGLE FAMILY CAPITAL LAND J ~ ~
driveways shall encroach on this minimum corner clearance. DB 7$86 PG 609 ` \ ~ \ ~ 4' HIGH BERM LOCATED INVESTMENT COMPANY 2. A!I public streets shown an these plans shall have the full width of BM1994 P 111 ~ 15 RCP ~ ~ ~ c ~ r,
G 3 \ \ INV EL - 305.85 DB $373 PG 1138 the right~of-way cleared and graded within 50 feet of all street E 7 WITHIN 20 OF DUFFALOE PIN, 1 46-52-5070 ~ {~j c ~ x 00 ~-o
intersections, The full width of right-of-way shall be cleared. and ~ \ ~ \ ROAD R-O-W. STOP BERM BM1999 PG 1346 REID: 0210263 , N~ _ap~
graded along Old Milburnie, Buffalae and Forestville Roads;. \ PIN: 1746--62-8360 3. For the ro ased access aints on Buffaloe Road and Forest~7le R-4 ~ WHERE THERE ARE zcorrn ~ I~ N 0'1
p p p SINGLE FAMILY \ REID: 0074817 Road, the owner/developer is responsible for`uny conflicts with existing 15" RCP ~ ` , XISTING TREES AS NOTED. _ Q~ ~Nu~'l0
~ \ CUD R 6 or proposed utilities, drainage devices, dire hydrants, utlhty poles, ar ~ \ ~ oddo~~aod o v -.~o~ _ ~ ~ ~ Z r co
I' s ca ba ins or similar ab'ects within 23-feet of ~~~0~~ ~ ~ ~ ' - : SINGLE FAMILY street Ight , tch s ~ ~ ~ driveway centerline. Construction drawings will show an inset showing ~ cV I'`• Q ~ m 00
all dimensions and other information re wired for construction. The ~ q ~ \
contractor will correct any errors or omissions uncovered in the field. y ~ N ~ ~ Qt
4. The WC access ramps will be provided in accordance with the \ ~ ~ ONSTRUCT 1 OF PR Raleigh Engineering Standard Drawing STD~!20.11, Where sidewalk is not y \
required along the Public ROW, curb is to be depressed ak aN ramp ~ ~J B B RO
iocakians shown on STp 20.11. ~ ~ \ \ ~ Q ~ ` ' ~ NY ADDITI AL TURN LANES ~ LANES
5. Private Street inspection Statement -The consfractian inspection d- p~ y ~ \ ~ of private streets within cluster units, condominiums, townhouse ~7 C)C~• \ ~ 0 BE REV WED AND JL
o ~ 9 developments and mobile home parks submitted for City approval is ~ ~ d' ~ D ~j r U
~ Q J \ the res onsibilik of the owner develo er. Co ies of certified ~ ~ ~ p Y / P p 3 ~I ~
inspection reports involving subgrade/ aggregate base, proofrolls, ~ q/C
a re ate base and as halt densities and thickness and ocher ~ ~ 99 9 P o ; ~ \ ertinent information must be submitted #o the Cit's En ineerin tiz ~
Inspections Manager at PO Bax 590, Raleigh, NC 21602 or faxed to C- ~ AMP `
\ [phone], Contact lorry Anderson at [phone] to obtain ~ ~s `
details of the above requirements. 30° VALLEY
C&G ~ • 831.50 \ ~ ~ ~
a W ~ \ Gj i ~ RAM
. ~ • \ \ ~
~ ~ ` h it oo ~ \ \ , ~ ~ ~ ; Rz .aD ~ 6 S ~ 4 4' HfGH BERM LOCATED
, ~ 6 S ~ A ~ \ ~ g S ~ \ W
~ q f ~ , A ~ 30 STANDARD DBL. HCP \ C&G I ~aR~ WITHIN 20' OF BUFFALOS ~
~ ~ \ R AMP / ~ ROAD R-O-W. ~ W
~ ~ r7 ~ w
S v Q S ~ ~ 6 _
o ~ ~ ~ ro ~ / S Z
GENERAL NOTES Cp , ; . \ 9~ , ~ 15" RCP ~ ~ ~ 1 INV EL = 308.46 15" RCP ~-y~
1. SEE SHEET SO-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE, Gj S 30X.30 ~ ~ .Q S ~ ~
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35} 4~ sINGLE Flcb ~ TqT ~T•, ~ (n D ~ ~ 'J P ~ UNLESS OTHERWISE SHOWN, ~ S \ i ` INV EL - 309.45 w ~ Q
~ ~ q 3. ALL WATER MAINS SHALL BE DUCTILE IRON C15O PIPE. D~ p0 ~ ,5p. , ~ \ 15" RCP
INSTA ATION HA P F M ~ ~ 4, ALI. MATERIALS AND LL S LL BE ER OR ED ~ 4~ / i ~ INVEL=309.16 RICNT-O~-WAY cnl-~.
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND qj ~ FUTURE. • RECREATION , ' • ; ,
AND SPECIFICATIONS AND NC D07 STANDARDS AND ((yy~~~ ~ ~ "V ~ HCP ~ AND SPECIFICATIONS WHERE APPLICABLE. ~j ~ / DEPRES ID t;J s ,5' \ , ' Q ~ ~ ` ~ 15" RCP W ~
~ ~ ~ S ~ 5. NO SIGHT OBSTRUC1NG OR PARTIALLY OBSTRUCTING WALL, ~1 ~ ~ . '..SIDEWALK• 20: PRIVATE' . ~ OPEN.-~ S,PACE'~. ~ ~ - - INV EL = 308.00 Q ~
. ~ D M I N PA VEHIC TH ~ tQ rW~ DRAINAGE; ' FENCE, FOLIAGE, BER 5 G RI(ED LE, OR 0 ER ~ ~ S ~ ~ `.,"EA5 MEN
AN F T IN H I HT A TH ~0 ~ "1 E T OBJECT BETWEEN 2 FEET D 8 EE EG BOVE E ~ LOT 5O8 CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ ~ ~ / ~ 15" RCP ~ _J W
~ p: , . i AREA :1,:186 ~~:AC. ~ ~O s ~ ~ ENV~~ El: 301
4 HCP / N \ NV El: - 30 ` _ ~ ~ INV EL = 307.24 ~ W ~ ~
~ DEPRESSION DBL. HCP ~i - , S RAMP 8 9 ~ S ~
6 ~ S ~ o ~ J ~ o ~ zs ,
NOTE: ~ / t ~ ~
9~ ~ C, ~ ~ ;~ti G ~ ~ ti ~ ~ ~ ~
MINIMUM CORNER CLEARANCE 9 2 ~ ~ ~za a ~ U
'a s ~ , .Q' ~ ..r FROM CURB LINE OF ~ ~ 0 ry ~ P ~ 9f ~ ~ `~J
2 t s o. w E ~ 9 ~ ~ 4
INTERSECTING STREETS SHALL 4 h - ~ , ~ DBL. HCP / 8 i ~ 98 ~ : 4 • . ~ ~l m~ r. Y ~1 DBL. H ``p= AMP ~ S
~ < , BE AT LEAST 20 FROM THE AMP S 6 ; ~ ~ / r q 5. 8,5
w D DBL. ~ ~ O .C POINT OF TANGENCY. ~ ~ o S RAMR ~ . . ~ g SIDEWA ; ~ J
4 ~ 0 9 ~ / o• ~ t / Ewr I< ~ ~ v t W
~p ~ Qi
10.00 ~ g f ~ e A 2 ~
/ 3Q p D ~ o' S • I 0 2 0 \
. \ Q nBL. HCP f ~ ' ~ ~ ~ S ~ ~ 1 V 1~ EPRES ION
DBL. HCP •Q RAM DBL. I~CP s 2 10 / RAM--P~"~ RAMP / 5' ~ , UTILITY INSTALLATIONS AND OTHER PUBLIC ~ SIDEWALk= ~7 ~
FACiL TI S INCLUDING SIDEWALKS AND HANDICAP ~ R,3Q ~ ~`y SIDEWAL ^i ~ 1 E , ,pp A ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ k, w ~ ~e ~ ' r , ,c~`~ ~ ~ p , DBL. P
AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ ~ ~ ~ °f ~ ~~~1 HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~ a'> ~ ~ lr'2 `'~O r ~ `v a0~ ~ ~ 47 ~ tl• p RAMP ~
AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ ~ / • ~ ~ ~ ` ~ % 5• IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~ ~ f'' ~ . ~ •i $ LJ~
w ~r~ DBY~FICP 30 VA~,y~Y ~ ~ ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ o ~ RAMP ~ ti ; 1 2O PRIVaTE { "J C& • , ~ PRIOR TO FINAL ACCEPTANCE. ~ ~C/ ~ ~ C.., l
a .oa ~ tT rr cP ~ DR~aINAGE ~ ~ ~ ~ ~ r ?..I I
bllG(o~' ~ DEPRESSION EASEP3ENT ~ Y`•' ~ W ~ TRANSRORTATION SERVICES G~ ~ ~ ' ~ ~ ~ ~ C„ ~ 3 o ~ Il
J ~ ~ o~ ~ $ 2 ~ ~ ~ ~ ~ Pusuc uTlLmes 7 >3 c ~ ~ TOWNHOME L.aT # 51~,•
~ ~ D ESSID 'i © / S 0 ~ , ~ t AREA-5.785 ACRES 5r s LK E R
CONSERVATION ENGINEER S ~ f ~ ~ ' - ! t O ~ DBL. ~~II
4 ° /L w PLANNING / \ ~ ~ k. o \ ti ~ RAMP W 20 COR ,PN>~'ISL ~ 6 ~ p l (~j 5 DEWAL
'P ~ING E HCP w SEVYER
~ ~ o , O 0 6 h M T -r-' ~9
0 ~ ~ ~ cry ~ ~ I S BL WCP ~ INV EL = 297.3 ~ ~ P AS~~~ 7• ~ (-~J DBE
f • R ~P ~ 2D PRI r ~ ~ ~ ~ _ ~ ~ ~ CT ~ -rte D AINAG \ ~ Grp ~l ~ 20 PRIVA W-- W-- 6 cn ~ ~ ~ p M ~ ~
D l ~ pj ASEMENT Q ~ DR IMAGE ~ p- ~
' U ~ ~ ~
D S o N N O Q O ~ ~ ~ ~ Q` V~LEY' (v ~
SIDEwALI(~ ~ ~ / ~ r• N o ~ / Q ~ / ~ CP ~ r o ~ ~ ~ Ln ~ ~ SID fW ~
tom„ i .p0 DEPRESS ~ ~ Ln L(7 erg' ~ ~ 51DEWALK '1DBL. HCP~^ ~~k ~ ~ I EWALK ~ RAMP w r { ~L1 J ~
2 ~ ~ / h . \Vi' o - _ 'a
6 ~ h ~ ~W D: 93,
`>2 r C/1 ~ 132. p 0 r~ A ~ 9, 0 INV EL = 297.82 _ 7~ R-3
~J o n 3ap~-~ S ~ ~ y.; . o0 o _ . ~
_ , , q 'y. ~ J~rn
'r~ ice" ~ ~ ~ ~ c~ ~ /
, 6 13183 s . ft. ~ S `1 ~ -r..; ~ 0 ALLEY ~ ti., -F-~ o 31 B/50 R/W ~ ~ ~ ~ ~ c H
g C ~ cr
~ r,. T ~ a' 6 Q' ~ N U'} ~ © p' N
8 o 3 8 co rn ~ ~ ~ © ~ Q © O Q ~ d' ~pEPR S bN ' • `.J Q z U ~ 7 ~ Q t-- ~ r- O ~
S ~ ? ~ d- © o 0 81 85 0 2C aR ©oR PRIVATE O U O O © O ~ ~ ~ ~ sIH W ~ Z rh
q f ~ r-- ~ 20 R OF ~ ~ ~ 7 504 s ,ft. © ~ 8 832 s ,ft IVAT ~ Cy O SAN ~ EA ~ ~ EA MGT LCj L(? L1~ I~ iP ~ W (9 = ca ~R ~ ~ ~ U7 I.C) I U} ~ O z C7 ~
> q ~ ~ zo R DR NaGE ~ ~ slaw t' ~
' S' ~ EA EMENT EASEMEN , 79 slnewALK r1EN a ~~J~
\ i~ a NA~€ r" LLdQ
9 2 ~S 6 ~ ' a1~ . 18 606 s .ft. J 9 0 s ~ 20 PRIVATl~ I
S ~ DRAINAGE f; 4-- ~ DO
9 ~ : .r 20 PRIVATE 80 EASEMENT jr ~ CT DRAINAGE nn ~ a- a- ~ to o' O°
EASEMENT 11 500 s .~t. I ~ (n ~ ~ ~ r- ~ q o c ~ CV ~ ~ ~ ~ ~ ~ ~ h ~ ~ ~ HEPRES o , f ~J Df?,QWN
r~ oo ~ o ff, 6, c DBL. k CP d) I~'~ ~ d- on ,n no 6, ~ ~ Lf') t'U
78 O AMP HCP Iv? I`- CO 3 V CO N DEPRESSI ~ A LEY I.r~ N ~ ~ ~ ~ ~ ~ f'~ ~ 3 " VALL~ Ln ~ ; • HACK DMM ~ {gyp 00 C G ~ r7 ~ ~ ~ ~ ~o I I , s new ? GMM
S I I o ~ 0 RIVATE f'~ ~
r~ 12 509 s .ft. q r~. ~o ~ 9~ q `.1 ~ DRAINAGE Y PUS CH R W A ~ ~ BIR A Y P U B L`~ `s' ~ oo 4 , aPP~av~r~ ~ P GMM ` +
~ ~"`1 u,, a EASEMENT •s r ;I ~l o , ~ ~ R ~ ~ ~ _ sra~r a~r~
o° 835,00 - - - - i~=1 JOB C4D>
h• - - ~ GRAPHIC SCALD ~ J I _ - 77 _ - ~ - "
eo a ao eo ~zo zoo BIRCHM DR -PUB~I o Dam o " ',~Ca:,~~' ~ ~ A r n~nr~nnir±~~
5' ain Huai k RAMP „0.~•
0' STD I J,LJ.1 ~L+ l 1. I 1 ~I -Cm N, l SI EWALKm ~l /~D ~ r 1 ~~fl ~y"" P ~ CP L/I lnYY11v%A ,
I ~,f 1~` C&G -c / siaEwALx N 20 PRIVATE r I~ II 11 +D L HC DEPRES51 i No. 0)
(IN FEET }
1 inch = 60 ft. C-~ B

r~
p R
~ ~ ~ NOTES:. 15" RCP C H U R C H U
1, Minimum carver clearance from curb line of intersectin streets - 9 ~ - INV EL = 308.00 ~ WB 4 J
shall be at least 20 ft from point of tangency of the curb. No drivewa shall encroach on This minimum corner clearance. - - J P ROBERTSON FAMILY LTD ~ I ~
2. All public streets shown on these plans shah have the full width of ~ ` ] 5" RCP DB 7121 PG 321 ~ f ~I~: ~ 74. ~ ~ o Q~
the right-of-way cleared and graded within 50 feet of all street ~i ~ , INV EL = 307,24
intersections. The full width of righ{-af-way shall be cleared and - 1.,, ~ r graded along Old Milburnie, Buffaloe and Forestville Roads. B M 2000 P G 1791 =
3, For the proposed access paints on Buffalae Road and Forestville ~ ~ _ PIN: 1746-71-6233 E~ o a~~ N~ o
oad the owner develo er is res onsible far on conflicts with existin R ~~o z°rrn ~Uf~ ARY REID: 0273903 f I ,
ar proposed utilities, drainage devices, fire hydrants, utility poles, q _ ~ ~ R-4 f r ~ ~zN~
street lights, catch basins ar similar objects within 23-feet of ~ k,;-:, will show a ~ ' driveway centerline, Construction drawings n inset showing ~ ~ ~ ~ 4 HIGH BERM LOCH ED I LocA ED VACANT f 1 Q m ~
all dimensions and ocher information required for cons#ruction, The g ,
~ - ~ WITHIN 20 OF BUFFALO contractor will correck an errors or omissions uncovered in the field. ~ ; , . - BU FFALOE J f J ~ ~ ~ ~ ~ ~ ~ ~ CONSTRUCT 1/2 OE PROPOSED ~
4. The WC access ramps will be provided in accordance with the ~ ~ ,~g ' , ~ - - ROAD R-O-W. Raleigh Engineering Skandard Drawing STD#20.11. Where sidewalk is not ~ o~ ~ DBL. H a
regwred along the Public ROW, curb Is to be depressed at all ramp ~ , , AMP AMP ~ 65' B/B ROAD. ? ~f ~
locations shown on STD ~20.iL L-i~C ~ ~ ~ ANY ADDITIONAL TURN LANES ~
5, Private Street Ins ection Statement -The constractian ins ection fiat ~ V ~ ~ ~ ~ P P V ~ ~ of private streets within cluster units, condominiums, townhouse ~ ~ s;' ~ ~ ~ ~ " - sz TO BE REVIEWED AND j ~ ~
develo ments and mobile home arks submit#etl for Cit a royal is ~ ~ v ~ , P P Y PP . a ~ V ti APPROVED BY NCDOT. f ~ ,q ~ E ~ LOUIS ~ ~
the res onsibilit of the owner develo er. Co ies of certifred I ~ V 1 ~~r r p Y ~ P P ~ ~
ins ection re arts involwn sub rode are ate base, raafrolls s ~ ~ ~ ~ v - aggregate base and asphalt densities and thickness, and other , ~ , 15" RCP j f~ 0 YC E C ~1 1N V EL = 30~ . 29 I f ) {f~v
m ~ ~ V I cP - eminent inforrnotion mus{ be submitted to the Citys Engineering - P q7 w Sj V ~ EPRES IaN ~ _ ~ B
Ins ections Mana er at PO Box 590, Raleigh, NC 27602 or fazed to ~ e,~ ~ ~ ; P 9 a ~-r~"~.. , ~B i j ~ 4 HIGH BERM LOCATED g 210 ~ P G 4
919 831-6339. Contact Larr Anderson at 919 831-6810 to obtain ~ K ~ *rtr? ` 6 ~ Y ~ ~
details of the above re uirements. ~ q ~ " `"~`~r ~ ~ ~ ~ O DBL. P ` WITHIN 20' OF BUFFALOE ROAD R-O-W. STOP BERME I fr 17 4 ~ - 71- 9 ~
~ Q1 V• O RAMP , ,i ~
1-- _ WHERE THERE ARE ~ R ~ D ; O ~ ~ ~
~ C ~ n v tl v !r ''I ~ e ~ " v 1'b ' Cv - X STING TREES AS NOTED. ~ ~-J ~J - ~
v fn ~ I/ r~~ ~ G C w ~ 1~
~ ~ ~ y ~ & ~ r H ~
WN H 0 E LOT ~1~'9,;_ . x _ •5 h + DEP S W ,h_,
K 14EA . ' ' : 5 S L ` . ~R~~ - Af ti . - ACRES _ -
RAMP t k {11 ti 2 ~ AY,p . ~~u •
/ S DEWAL V ~ ~ ~ 6 ~ ArE ~ ..5 _
4,3 , 2 . - s 8
9. ~t ~ INV EI - 297.3 ~ De P x ~ ~ ti ru
1 I
GENERAL NOTES m (n ~ ~ r~j y.,, y ~ / - w cs' CK) N o r N N rn ~ co w L.
1. SEE SHEET 54-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. U7 N7 ~_:I, ~ 5 R MAINS SHALL BE PVC SDR 35 ~ ~ ~ O ~ ° ~ Q ~ o-.. ~ UJ ~ ~ \ RA 2. ALL SANITARY EWE ( ) - N O c-- 111 C~~~U
C\1 ~ ~ ti 5` S A ° UNLESS OTHERWISE SHOWN, r... O O Q ~ Q ° d' y 1 to C,y
3, ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. © O ~ ~ c- 0' V~LEY (V ~ ~ HCP 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ` ~ ~ ~ Lf'} ~ .Y ~ S'j 'A 1 ~ ~ ~ ~ z h 18" RCP ~ ~ W Q Q
~ ~ - ~E~ IN ACCORDANCE W1TH CITY OF RALEIGH STANDARDS AND ~ " ' ~ AC / ~ SIDEwALI( s DBL. H p ~ ~ ' , ~ ; INV EL = 298.41 ~
' AND SPECIFICATIONS ANb NC D07 STANDARDS AND C ~ /y ~ ~ ~ nll< 'RAMP ~0 mac„ , , AND SPECIFICATIONS WHERE APPLICABLE. 0 8
_ ~ ~ ,p 8 o ; 5. NO SIGHT 065TRUCTiNG OR PARTIALLY OBSTRUCTING WALL, o ~ R P s~. ' G&G _ ~ ~ U w
FENCE FOLIAGE BERM. 51GN, PARKED VEHICLE, OR OTHER _ • ~ : ' , ~ OBJECT BETWEEN 2 FEET AND a FEET IN HEIGHT ABOVE THE W L= Z. ~ i v ~ ti ti ~ CONSTRUCT ~ OF PROPOSED 53 ~
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE, m ~ ~ INV EL _ 297.~~ _ _ ~ I~ `93,72 $ R-~~' Dth~ x Ala ~ S EWA EWA , ` r: B/B ROAD. .~l ~ ~ {t
0 ' : , - _ ro ~ r ~ / ti
o O va jl} ; ! ANI~z'AD~IQIONAL TURN LANES ~ ~ ~ ~ ~ 1 ~ RI~~NED AND ~ U~
/ /
i a Riw ~ o , ~ H ~ ~ 1 ~ 4-- o r, RE , , : $ ~ ~ ROVED BY NCDOT. ~ ~1 ~
~ ~ 4 i fl 'r ~ ~ ~ ~T J 8 i A~ W
.~t- cn ~ r` ~ Q cn "pr lam, ~ ' a ,
Q O O ~ O © s"" DEPR S. ON ~ © O o O © ~ LE ~ ~ JAMES ~ ~
O o o O ° r,. o o SIN
~ ~ ~P LC7 L[j Ln ~ Lf) Ln L(7 ~ v NOTE. ~ ~ ~C~ DB 43 12" HDPE ~ ~J
i~'1 o ~ 1 ~~~IV L ~ 303.47 ,1 , ~tii BM198 ~ ~
'+oo VAT MINIMUM CDRNER CLEARANCE - ti ~ - I G ~
N ,s a NA¢E ~ ~ FRDM CURB LINE OF EAS AS ENT D L CP p PIN. 17 U q
r ~~~C RED : ~
INTERSECTING STREETS SHALL ~ NSW. EDGE QF ,BANK m
' rn CT ~ rv BE A T LEAST 2D FROM THE ~ ~ ~ ~ ~ a ~ ° c to ~ LI'7 ~ p~ ~ HcP ~ G C 'SID WALK' " " MAINTENANCE ' ! R W
~ ~ C37 ~ ~ ~ EPRES 0 ,i ° PDINT OF TANGENCY. ~ ~ r,. N EASEh~~NT ~ 1 ~ V A ,:asso~~ f A RECOMBINATION
~ N I`- ~ 3 ' VALL LC} o I~ ~ ~ ~ ~ s i -
~ ~ oo c ~ ~ I - ~ ~a 5' SIDEW 20 IV ~
h .a o A a CD o o ~ ti - WILL OCCUR THAT
• •,y . EME T ~ PRIV TE . D CP _ ~ AP:i AINA I AfNAV ~ S I WILL ll\1CORPORATE
DBL. HCP . S M T ` _ A, . SM 7 f ~
e+ro Ip+pp g _ 1+0o L~6 5, RAMP ' ~ , 7+90 - ---1----~ -1r - - -I--- ~ - ~ - per- SID 9 j~ j J ~ ~QO f 0 F
~ 8 , _ c _ ~ _ . s _ . e' 2i~ ~4.~
P „P"aND ~ TQ:~~E MIODIF'IED LAND I N T 0 T H E ' IN .SIZE AND USED AS WATER.
B L T DBL, H P U ~ 0 ~ B~RCHM oR o ~ b' 5. ~ ~ D MALI( RAMP ~g0• ~ 1 p SID W < QUALITY DEVICE ~ 1 ;NEW POND $IZE - 2.p ACRES. ~ ' ~ ~ I DEVELOPMENT,
S! EWALK R 31 B/ 5 0 ~ l o HCP J ~ r"+
BL. HCP ~ r O y 4~ Cn a7 W o . ~ RAMP ~ ~Qa `'t t'' + .85,6 26,x'1
W ' R ~.J `J `J W C~ o ,a' ~ ~ C (r~ ` U + .85 6
c~ c~ ~ c~ © ~ G qC a ~ o N o N ~ CF as.Do O ©C1J O h S
`P ~ to ao
-Q 20 P iVAT~ ~ :'SU .POND ! ' :SURFACE EL ~ 293 5 / I 30"STANDARD
-h r+ ~p~ ~3` DRAIN GE r,.. ~ A LCY ~ - A' AT,.TIM~.'4F. SURVEY C&G J A M E S
EASEM NT • C&G . gl~' } ~ ~
8 ~
~ SIDE Atl( ' v ~ ~ NOTE: NO DRIVEWAYS/ ACCES D B 1 O
cn 6 G'Q ~ Uj ~ ~ ~ " sooo~ POINTS TO OR FROM OLD B M 1 g
~ N 6 866 s .fit MILBURNIE ROAD WILL BE P N: 1746
w ~ ~ ~ ~ Lf7 Ln ' ~ 20' PRIVA ~ , 6 ~ ~ ~ ~ ~ ~ ~ © C>7 - bRAlNAGE ~ ALLOWED.
L(7 a ~ EASE 9 2 S t. Ln © O o O oo ~ q RED
Q o o L• 20` Ph ' 20,`" PRIVaT~ i I ~
C~ ~ VALLE~ 5' ~ , DRAINi DRAINAGE W ,'EASEMENT , ~ I ~ ~ ~ ~ Q
Q) ~ ~ ~ 51DEWALK ~ ?'EASEM ~ ~ s I d
DBL. HCP ` RAMP ° 6 718 s .fit. - . CONSTRUCT ~ OF PROPOSED 53 r= ~ ~ o
i a . . _ _ \ - SINGLE HCP ' . ~ ROAD. ~ ~ N ~
_ 8 . EASEME rr.a+eaos i , I ANY ADDITI NES o z ~ ~
T TALLATION5 AND OTHER PUBLIC ID m ~~t00 I - - ' FACILITI£SSINCLUDING SIDEWALKS AND HANDICAP --i - ~ I~ ' , es I ig ~ ~ TO BE REVIEWED AND ° ~ ~
~ 6 799 s .ft. . RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS 'sa,~ t.0
A5 SPECIFIED BY CITY CODE, THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH OzC=.~~ ..I I I
AND SHALL B£ SO INSTALLED UNL£55 A CHANGE HCP o IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC DEPRESSION ~ ~ ~ J ~
SANITARY SEWER EASEMENTS ARE TO BE RECORDED T Sv" PRIOR TO FINAL ACCEP ANCE. ..r..; ,~R2 t~;I I ~ W ~
vim-- 0 9 / O ~ ~ ~ ~
TRANSPORTATION S£R1nCE 1~ ~ / . • ZT ~ ~ ~ ~ (n 5' ~ U} ~ ~ SIDEWALIt ~
6 76~ s .ft. PUBLIC U1ILJTIES d- ~ rt I U ~
~ r' CD ~ ~ ~ SINGLE HCP ~ O r- P'7 CU ~ RAMP CONSERVAl1ON ENGINEER ~ ~ ~ ~ DRAWN
LC7 ~ CO ` 4 I GMM
PLANNING G ~ 00 CO ~ hIECKED
, ~ ` I GMM APPROVED
• . ~ . , aaa a aaaaaaa; aaa~aa aa- • . aaaaaa d~doaaaa a~~aoT~aa ~doaao , _ ,
20 X 2~ R( BRUCE AMB ;E AMBROUS 8c JUDY P I sTARr a~M
SLOP
BRAE BRANTLEY I I ~
EASE ENT DB 243 GRAPHIC SCALE DB 2439 PG 184 I ~ I ~ 1,,,.~ ~ ~ 5~. .JOB CODE
d ~ PIN: ~ 74~ 60 0 30 00 12a 240 'IN: 1745-79-4962 ~ i i I ~ 0~;9~:
I . Q~In. nno~Qa~l r-- ~ .At ~
L v© v~ ~1iu~-r i l i-v UHNW~INU
I ~ IN FEET > PROPERTY B-L]U~ DARYJ 6' HIGH SOLID WOOD OR SINGLE
SINGLE FAMILY OF
i inch = so fa CE TO BE
C- I c
INSTALLED WITHIN 5' OF

r CP N
r~-. ~ ~ • - 6 ( 0 ~ 8, r I ~I SI EWALK_:
~ vc N ~ s z.ao-x ys -u9 / 8 ~ ~ ~ U
, RIM=2 ~ ' ~ 5 LF ..---1-~r ~ V , 167.9 ~ , =266 8'~H-U9 : x~ ' + ~ !
J18".t-` - FL. T- .78 MH-U8 - ~S` J~ Cv ~ ~ 1-272.57 ,r~/f , J ~8.... . n ~ , 32, a72x. , ' , , i6 J N
Q~ IN= , r ~ pN6.., WT=265.22 M - & " J ~t Ici'I: ~ ~ MH-K1 RiM= f.~. LF: ~ N ~ N
3 ~ , ' IN MH FL ; 1a' MH~2 RIM=292. FL =283.18 { A 47 - - - c ~ x
~ti I 3.9 - 7 0: ~ J ~ J . 82 s'' 10, ,G... h C~ 6~ Q Q ~ ' ~ + r, oU -286:48 (MH 2) ~ OUT=28269 (M K1} - `n`ry/} (n L 7 U:
.e. ~ N O 6 ; . > > ~ J ~ IMa290.81 B % 0 R / ~ 0' .ALLEY Ft IN~281,7 IMH-Ki} I • I _Q U 2 cD ~ a}
a RJ=281< {MH-N} ~ U o N N E
f .33 ~ o° , Q , 26 N-U6 ~ FL T=201. .(MH-J1) .....I $.I aH-11 ~ --I ro to C7 ni I S I pp g~, ~ ~ d- cn ~ I I ' ~ ~ ~ 291.11
T- 62 d MH-U5 ~ . ~ 8 ~ I~ ® Pc = + ~ I T I ~ • ' • 4~N=283.26 (M -12) U , ~ ~ 5 Z N fGp4
~ `V I ~t:IN=283.29 (M -Mt} ~ ; Q ~ m ~ ~ Ca 81 - \ 851 ~ ~ ° I I Fi OUT=28309 C H-H} I rn
O Q ~ , " U ~ '
' ~ / ~ 1 - ~ ~ : ~ _ I SANITAR _ N o~ a~i r~ rn rn ~ a „ I I I SEWER ~ ~ ~ m ~
~ S' 5' ~ - EASEMEN ~ c
u' ~ 1. slpElvA~K ~ ~ I ~ I, ~ ~ r~ W
-D ~ , ~ !T DS 6' a IM=2 .48 9 h o ' I MH, i RfM=206.77 FL . , f I I IN= 81.10 (MH-82) FE.' ~ _ ~
ti• V ~R FL 3 27 .9D MH-tl ` , \ " ~ 0' . - 0 -our 27s,1o (MH-81) ; L w ! ~ ~ r;::
~ ,V ~ H.• T 78.E (MH D S) ~ t~ .
' D
~ ~ N . O U' ' z ~ . ~ ~ DBL. fiCP I ~ ~ ~
, o 78 / ~ d '/o 0 ~ o AMP HGP ~ ~ O " vA LEY d, I ' ~ ! DEPRESSION ry~ C& I1 I
Cc,~ ~ ~ ~ ti• %o' 3 ALLEY ' P SPACE & O ~ I 4 ~ N
~ o ~ h~ ,R ~tih~ `I ~ N IRCH ~~.WAY: BLIC
Lo ~ ~.~3 ~ ,a4 IM-2 , 4 (O ~ * ~ N. -277 (FPH-D i ,5~
OU 7,47 MH-D ``J ;BAR A..- 3:797:•A . , ( ~ ~ _ . _
R35.00 • / ~ 1 r. • R3 0 . ~ 2+ea ~~pOL-F-= 'r , -A-Oi°~ I _227 s+~~a0 ____F_ - o~ L t+y g-p, FG~~ ~ J8 ~
, - ' ~ t ':J _
D - 77 H ~ - - - M=262.37 MN- RIM ' . .
. :;e~' FL IN=275 H-D 5 ' OUT 77.41 MH- 3 ~ ~0 . ~ e ~L D 4 M~D~4 ~ - - • w MH-F3 H-H1 ~ 5;
" ~ ~ _ , - a k1H-G1 5' I ~ I RIM=28 58 MIN--272:44 {MH?-H2) ~ 51 EWALK FL IN 7104 H G1 RIM=283, 8 SIQEWALI(I ~ FL IN= 71,04 (H-F)f)' , IN=272.44 {b1H~J1) V !
H- ~ sIr GLE lice FL IN=27.35 MH-81} FL ` OUT=27224 {MH-H1
: ~ ~ - , l ti ~ RA aP IN=272 (MH 02) FL' I FL OUT 270,84 (MH F'3)'. auT=272 5 pa -c1) I ~ I ~ ` ~ ~ ~
3 ~ ~ , , 5 3
~ ~ ~ , 2 " ~s' ~b • 5 ~ - cn ,p 28
w I I z
0 ~ , SIDEtVALK ' - I ay I ~ ~ m ©C z
' ; ~ ~
H- 63 . , ~ ~ . ,212.9 ~ ~ ~ ~ ~ i - 3L 0,5076 ~ r ~ IP ' -
,FL IN- .37 H-OD4) . ` 9 N N . . RIM=203, ' a23 Lf. FL Ik 69, 2 ~ ~ M -F (5' MANHOLE);
9 Q FL D -2 . ~ MH-DD3 J ' ~ . . , fl, -OUT 69 6~( f1~ ~ za CSR SRI -2 OO m
~ . • I N I SANITARY Oa= 70.20 (MH-F3) " I , I I SEWER OU 270.W (bIN-F2) . ~ ~ ~ c•-L--~ "
d MN-CI "5' MANHOLE d` ~ i : Y ~ DBt. HCP ( } • RIM=279.30 d' RAMP
• ~ ' ` . ~ : ' !AN-A6 {5' MANHOLE) F'. y:'`_ . , 'o RIM=27.50 ~ FI. fN=266.04 {MH- !n ' C9 00 I I EAS~ENT ~ ~ ~ ~ Lf7 C"~ W h--- ~ ~ o ~ . ~ ~ Ln (J~
9 0 5' `~C. 7 ~ ~ ' 51DEWA ~ RVx M~~ o ~ FL ~ 265,84 {MH d- , FL OU 264.16 MH-A6 ( ) lY P HCP ~
DBI. HC (1 s - , : t ~ v~ ~ 1 • ..RAMP • _ DEPRE SI I • 'HCP I ~ IINGLE HCP ` ' J DEPRESSI I AMP MH-C5 PoM=28L88
~ , • , . ..,;1 ~ : FL IH-2 MH ' FL N-271,85 (MH~CB) • 74,34 ( 'C7) I-
: . , SID V ALI( 7+00 ; : ~ o-5 ~ - 30' VALLEY . C • A.N N.E. ~Y .WAY ? B L I C .RIM_282,43 s OUT=27234 MH=C6~ ~ 0 =271,65 {MH-G5)
• ~ a; ~ ~ ~ G - - a ' ~ s2.76 . a' ~nIP . , ~s°~~ vALL~Y ~ B / 5,O :R / W _ . I ~ U7 + I - L. -a-= _ w - _
~ , 9 ~ : ~o . A ` Ir'i - ~ - _ ~ ~ , _ v ~ i------
• ~c F• 8 ~ ~-63;43 p, MH-A7 (5 M H q§ ~ J s+~oo _ - - ~ ~ a I '-a . x P" 02~ . ~r--; I,• ~ 24.8` ~ ~ a,o.5~: Q aro _ `.DIP ~ J ~ e+ro. "~---tea t; g~" ~ P... , . 8 p 0 _8" 98 L~~ ~ ~...J
, ' / ~ ~ $IDFjWALK ~ , - , 71..'. ~J I ~ ~
' _ p + =26 ,fib , • g , .
IN= 5908 MH-OD3 ~ DBL. 'HCP ~ , _ ' " =„~8,8$ MH-Dd2 / ~ FL 4UT 265.20 (IdH A7) RAMP ~ ~ , INGLE 'CPMH C4 (5' bIANt{OLE) 0X30 , I AMP, RIM=28508•' fll'• Lfl ~ IJ
a,~, ' MH~A5 (5 MANN ) ST ~ / ~ ~ p _ RIG =261.99 a• RIM=216,22 fv ,~y ~ ~ 9jJ 28492~(MH C5)
~ C&G ~ IN=267.2 !~H•C3 HCP rr;~,, ~ FL 1N=263.56 (MH A6) N ~ r ~ ~ ) ~t1 Q i ~ = DEP S51 HGP t' _ r ~ • .'FL OuT--289.7h (IaH C4} ' DEP SIGGN.' ~ ~
~ ~ ~ ~ ~ FL OUT=263.36 {M -A5). N,. ~ ~ ~ . ~ OUT 26708,(MH-C2) ro $ F• ~ ~ ~ _ _ ~i, r fY ,V,.,ti ~ 9 NH-C3 t5' MANHOLE} Q 51D vrAU( RIM= 55 '
~ ' ~ o • ~ / . 23 . r. 9 ~ ~o Q ~ a-,.~ ~ I ~ ~ ~ N=200.89 (MH-C4};, : ~ ~ ~
r-- : : S 3a v EY / - . ' . Z ~ I IN~288.89 (MH-F1) ~ J ,©a ~ FL our`--2as,ss (MH-c3a
q RILE 75.38 I ~ 2 ~ , ~ RIM 3.5t ~ "1 ~ ~ FL IUT=269.51 (MH-AA1) ~ N ~ I ~W
'Fl,1Nd2 - Q7 ! ~ S ~ ~ I ~ w I ~ ,
Fl CUF17 4 / , , t _ , , / R fi~ K PHASE aaa
, ' ~ aaaaaaaa~aaoaaaaaaaaaa aaaaoaeaaa aaaaa ati~aaa aa-aaaaaaaaa aaaaaa•a b ~ aaa as , - . I;
~ . ~ ~
~ , • -
O S . , IN ORDER.." O,P ESERVE ~ - , - , • ~ RE UIRED THE VE :AR~A`,~A ~ , O P NSPACE ~ z 2
• ~ Q ' RETAI GALL WIL , BE - - - . - 2 8 ~ X505 ~
2 ~ 0 9 <cr / / Q ' . ` . PROVIDED-AS~.NEEDE ;FOR:' ~ OF?E:: ~ , ~ ~ A~A= 1.275 AC. ~
' / ; ~ ~ ~ ROAD .TIE-1N ~0 AD DINING 'ASEMENT O ID W 0 0~ N 6 HIGH S L D • 2 . V OD OR
' C7 6~ - ~ . PRQPERTY IN LIEU~F LOPE (5~ ~ , , / i
_ ~ EAt~~MENT, ~ VIN " ~ - ~ ~ BE P~
8, 3 S a HIN INSTALLED WIT 5 ~ / 20..COR N 5' 20 X 20
: Ig SANITARY. _ " x SLOPE EUGENE ALLEN
i r ~ PROPERTY LINE. EASEMENT HUNTER
~ ~ ~ASE~ T ~ , ~ ~ CRAWFORD G 8e DB 3461 PG 131
. , 6 RICHARD JOSEPH & 3 - , . 'H ~ NORMA I BM1980 PG 694
- 3 / 3o vA~~Er - ANITA M ~ C&G BRYANT PfN: 1745-69--4713
GHILONI 8 ~ DB 3461 PG 129 RElD: 0126557
S , I. ~ S DB 3125 PG SO 30 BM 1980 PG 694
5 N ~ MH-A3 " .33 PIN: 1745-69-1792 SfNGLE FAMILY ~
RIM=256.74 ~ , BM 1976 PG 433 FL i =248.9 H-•A4, ~ - , O P EN S P A C E
/ R.o 6,76 M- T ' c~ PIN: 1745-59--8732 -oD1 c _ 0`' ; . 3732 REID: 0001395 ~ ~0 R-'4 -VACANT ~
~-25.25/ 2 LOT 506 ' REID. 0098050 } b' - IN 4768 MH-DD2 S V J i
FL 0 ~ MH-Ddt - J c ~ o ~ - R 4 ~ . ~ AREA-- 2.063 A . MH-A2 JL GENERAL NOTES
VACANT ~ RIM=256.D1, : 1, SEE SHEET SD-1, 2, 3 FOR STORM DRAINAGE SCHEDULE. I O
_ R25.~ . R =248.36 (MH A3) / ' N FL' OUT= t~Ff~A2) • ~i 2, ALL SANITARY SEWER MAINS SHALL 8E PVC (SDR 35) ~`~putt III NOTE: U
' 4• 8 ~ 8 ' o RICHARD JOSEPH & UNLESS OTHERWISE owN. ~N . ' MJNIMUM CORNER CLEARANC J w rn
ANITA M GHILONI 3. ALL WATER MAINS 5H LL BE DUCTILE IRON C150 PIPE. ~ ~ y FROM CURB LJNE OF ~ o ~
2 4. ALL MATERIALS AND I STALLATION SHALL BE PERFORMED JNTERSECTJNG STREETS SNAL ~ J r o IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND '
0 DB 3125 PG 78 AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ ~ ~ BE AT LEAST 20' FROM THE W N rn
)6L. HAP ~ ~ '~o BM 1976 PG 433 Q ZhMP AND 5PECIFICATI4NS ERE APPLICABLE. 6 ~ ~ Z U ~
D'~ ~ _ ~ ~ . ~ ~a ~ ~ ~ ~ ~ ~ ~ PIN: 1745-59--4689 2 . 5. NO SIGHT OBSTRUC7IN OR PARTIALLY OBSTRUCTING WALL, ~ W POINT OF TANGENCY. Z ~ FENCE, FOLIAGE, BER ,SIGN, PARKED VEHICLE, OR OTHER ~ • , ~~,,r' W O ~
U . NITARY sEw~R REID. 0098049 OBJECT BETWEEN 2 F ET AND 8 FEET IN HEIGHT ABOVE THE ~i. C1 tyOjE$; W _ ~
~ R-4 CURB LINE ELEVAl1ON SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. rrr'+~'„ , ,CittP~~~ O Z C.p ~ + I,h, t t. Minimum tamer clearance from curb line of intersectin streets
~r N ~ ~ l~ ~ ~ ~ I 30 STD 0 SINGE FAMILY shall be at least 20 ft from paint of tangency of the cu b. No Q [Y ~ ~
.1 i i ~ . i i , driveways shall encroach on this minimum corner clearan Lr_ ~ 4 cxJ 2. Ail public streets shown on these plans sflall have the fulE width of = ~ ~
MH-A1 RHd-246,89 Ft 1~ the right-of-way cleared and graded within 50 feet of al street
INxi41.72 {MH-A2) FL OUTo239.22 {MN-A1) • . ~i' , intersections, Tt1e full width of right-of-way shall be cle red and ~ OD N
- E.~":. ?J graded along Old Milburnie, Buffalos and Forestville Roads, U oO 3. far the proposed access points on Buffalos Road and orestville ~
I P ~ PUBLIC Road, the owner/developer is responsible for any conFlicts with existing 1]RAWN
~ ~'e - r ~ s RI -2~ . 6; Sever CoilectionJExtension System ar proposed utilities, drainage devices, fire hydrants, utilit poles, GMM
p, ~ 5 : l• , , ' a~' : ; U11UTYH INSTALCLLAU110G5 D WALKS ANU HMCDIC the City or oleigh consents to the connection and extension or the City's public sower system as hown on street lights, Catch basins Or 51nTllOr ObJeatS wlthln 23--fe t Of CHECKED OTHER PUBLIC this plan. a material and canslNClions mothods u~ad for this project shall canlorm to lha City's Public driveway centerline. Construction drawings will show an in et showing
FACILI ES, N DIN SI D AN ~ RAMPS ARE TO BE CONSTRUCTED GN ALL STP WALKS AND HANDICAP UtiGtles Nan aala' standards and speclllcations: GM M zucTEO DN ALL sTREErs ~ all dimensions and other information required for construe ion. ltte
A5 SPECIFIED BY CITY CODE. THESE FACILIiiE -E)('R~24386 HAVE BEEN APPROVED BY THE CITY OF RALEI IE. THESE FACILITIES City of Ralei h AFI'R4VED THE CITY OF RALEIGH Public UUlilie oepartmanE Permit i^t contractor will correct any errors or omissions uncovered the field.
ANO SHALL BE SO INSTALLED UNLE55 A CHAP • • . . " . , ' `fl {N=23$.16 h1H~Ai . ~ " IS AUTHORIZED BE WRITTEN APPROVAL, PUBI ED UNLE55 A CHANGE 4, ~IIe WC access ramps will be provided in accordance wl h the GMM ~ APPROVAL, PUBLIC Constructtnn prwal Ralei h En meerin Standard Drawin SID 20.11. Where std walk is not START DATE
- - SANITARY SEWER EASEMENTS ARE TO BE REG - - ~ - ~ ~ PRIOR TO FlNAL ACCEPTANCE. ~ ti TS ARE TO BE RECORDED Q g g g g ~ cE, Data required along the Public ROW, curb is to be depressed a all ramp
~ Z4 ~ C 1 i- ~ I N- I U- O F WI LL B s TRANSPORTATIONS NC PUBLIC locations shown on STa #20.11. UQpE
Water aisiribution/Extension System 5. Private Street Inspection Statement - TI1e construction inspection _
D ~ .gQ lg o,~5 I ED FOR PAVEMENT, PUBLIC DTILITIES 12; 20 20 Tho Ciiy or leigh consent' to the connection and extension of lha City public water system as s own an of private streets within cluster units, condominiums, town ause 1 this plop. a material and wnslructtons merhads used for ihls pmJeet sn~canrnrm to tha clty'n Public developments, and mobile home parks submitted for City a proval is . r
n n.t nl Ibt~ o. TI PTTI-P~ o. r,-, . t•,zr7r , r t-, ~ i . I h(D Ulllines Hand auks' standards and saeclfications: ~
SLOPE %-/uF\ta. a %-7u I Icr\ oc CONSERVATION ENGINEER coo tne respons try or me ner gaeveio er ptes of cert a UHAWINU C1ty of Ralel inspection reports involving sub rode aggregate base, pro frolls,
6u 120 740 PLANNING r t`~ Public lUfitie Department Permit $ No. f~Q/ r aggregate base and asphalt densities and thickness, and other Construction proval D pertinent information must be submitted to the Citys Engi eering C-2
EASEMENT SIDEWAL OR STREET 60 0 ,o pr T A DOES NOT EXTEND
P TY LINE. I OEM 10-01 raw,,%,%qA TO PR Date In-Qnne-finnS-MrApGgeg g( 20 BOX 590, Raleigh, NG OF foxed
( IN FEET ) [phone]. Contact Larry Anderson at (919) $3 6810 to obtain details of the above requirements.
1 inch = 60 ft.
cL

NO S. ~ \ i. Min' u ra TON ? ~ ? \ R~4 Im m corner clea nee from curb hne of Intersecting streets SINGLE FAMILY CAPITAL LAND
shall be at least 20 ft from oint of tan enc of the curb. No DB 86 ~ PG 609 V~ ? ' P 9 y ` ' \ 15" RCP 4 HIGH BERM LOCATED INVESTMENT COMPANY U
driveways shall encroach on tilts minimum corner clearance. BM199 PG 1'113 ? \ ` J
\ ~ ? INV EL = 305 ' 2. All pvbhc streets shown on these plans shall have the full width of PIN: 1'.74 52-5070'. '85 WITHIN 20 OF BUFFALOS DB 8373 PG 1138 \ \ the right-af-way cleared and. graded within 50 feet of all street \ ~xS . ? BM1999 P 1 J tl ` h
REID: 0 10263. ? \ ROAD R-O-W. STOP BERM G 346 intersections. The full width of right-of-way sha11 be cleared and R-4 - ~ \ PIN; 1746- 2-83 a~ ~ m C > U r~
raded aloe old Milburnie, Buffoloe and Forestville Roads. 6 60 g g ~ ,,,;A-~~.~, . WHERE THERE ARE
Far h SINGLE: FA ILY. • ~ REID: 0 74 17 3, t e proposed access points on Buffoloe Raad and Forestvlle \yT~ XISTlNG p ~ 15 RCP \ ~ ? TREES AS NOTED. ~ ~ ~ O EL ~ CL ~ ~
Road, the owner/developer is responsible for any conflicts with existing a, ar proposed utilities, drainage devices, tiro hydrants, utility poles, bbbo~a ab ~oaaaae ~ - ~!p~ ~ \ ii ~a ~c°sarrn C f~Nrn
_ ~ ~ SINGLE FAMILY street lights, catch basins ar similar objects within 23-feet of ~ F ~ : \ ? ii p~ ~°`~~o
driveway centerline. Construction drawin s will show an inset showin ~ , ~ 9 9 ~ ? \ c
all dimensions and other Infarmatlon required for construction. The ? , , contractor wll correct any errors ar omissions uncovered in the field. ? \ ~ h co
4. The WG access ramps will ba rovided in accordance with the ' ~ Q~'m~~~
Raleigh Engineering Standard .Drawing STD~j20.11. ydtere sidewalk is not ~T \ ' . ? ~ ~ , \
required along t11e Public ROW, curb is ko be depressed at all ramp ~ ~ ~ : ? , ~ \ locations shown on S1D 20.11. C ~ t7 6t 0) v.~ ~ rn rn
~ . 5. Privata Street Inspection .Statement -The construation inspection ~ - Obi.. - ~ \ , ~ ~ ~
of prlvat0 streets within cluster units, condominiums, townhouse Uj ,_O _ ~ ~ ,
developments and mobile home parks submitted for City approval is _ O ~ 'r. ? ? - ~ u~: ? S 'the responsibility of the awnar/developer. Copley of cerhfled ~ •J L
9~~ \ inspection' reports involving subgrade aggregate base, proafrolls, p ~i U
aggregate base and asphalt densities and thickness, and other ;M~ . \ ? ,
pertinent infarmotian must be submitted tp the Citys Engineering a' i D \P. . - - ~ , _ ;
Ins actions Maria er at PO Box 590 Ralei h NC 8 - ~ ' • AMP w - P 9 ~ g . 27 02 or faxed to ~,Q ? ? ~ , ? . (919} 831-6339. Contact Larry Anderson at (919} 831-&810 to obtain 30" VALLEY j s ~ ? \ ' . ~ ~ i '
detotls of the above re uirements: R37.50 V ~ , ~ \ , ~ ,
. , , C
- . ~ / , r~ ~ AM \ \ i ~ ~ ,
1 ~ . . 9~ , 1\ o J ~ ~ \ r--
>v ~ 50 ~ 1 , b~ ~ ~ ~~,'y , ~ ~ R2 .00 ; 6 S ~ ; GENERAL NOTES ~ - , , S . r I - _ A 4 HI( 4' HIGH BERM LdCATED
S `
1. SEE SHEET 5D-1, 2, & 3 FOR STORM DRAINAGE SCHEDULE. O ' -~S~a' ~ \ ~ WITHii . , J ~ f , 30 STANDARD 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) ~ ~ DBL ,HCP~,~ ° ' ` ~ ' WITHIN 2d' dF BUFFALOS ~ ~
AMP ~ / r >R\s~...'~:. c&G ROAD 47 SANG - \ , UNLESS OTHERWISE SHOWN. ~ / ' . g ~ ~ . ROAD R-d-W. ~ Q
~ tit:;:, \ 3. ALL WATER MAINS SMALL BE DUCTILE IRON C150 PIPE. i , , , , ~ .
~ S ~ ~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ ,
~ ° ~ Q~ O ' ~ ~ • ~ CCORDA CE WI H CITY OF RALEIGH STANDARDS AND (0 S' ~ - I/ ~
A P IFI A I ~ ~ q ~ ~'1 , , ND S EC C T ONS AND. NC DOT STANDARDS AND ~ : ~ , (.b ~ ~ , • „ , ~ ~ 15" RCP
AND SP IFI A H ~ ~ ~ S 30X30 , ~ . ~ EC C TIONS W ERE APPLICABLE. C~ ~ , / ~ ~ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ ~ (Q x . ``..~.0 ~ /!NV EL = 308.46 15" RCP
z FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ (r~~` S ~ ' ~ ~ ~ x ~ U INV EL = 309.45 1-...-1 ~ (n
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE TH ~ ~ ~ ~ ~ 1 r 5 s ~ 15 RCP ~~GHT--~~-WAY
CURB LINE ELEVATI N HOULD P A ~ O 5 BE L CED WITHIN A SIGHT TRIANGL , t? I $ h ; ~ ~ - ~3~.•. ~ ~ l r`~ - 11` ~ ~ .,,`r INV EL = 309.16 J Q
b: t.~' J .k' .REAT~ON , ~ ~~J~TU,R'~ -REC ~ . ~
NCP D€PRES I~ ,p ~ ~ , U V ,5 ~ : " : rte.. r
Na TE. ~ ~ ~ / ~ ~ / ~ ' , , ...SIDE ~I~- OPEN.%SFA~CE - - r! ~ 15" RCP v ~ ~ a' U INV EL = 308.00 ~ ~ ~
N1MUM CORNER CLEARANCE ~ .rr -
~ - ~~T, 508, S Q - FRaM CURB ENE DF i O z
~ • s~,:: AREA ~ ~-1.85 ~ C. G ~ / . livw - a j , - ~ ~ ~ ~ ~ ~ ` 15" RCP W
INTERSECTING STREETS SHALL ~ ~ - ~ HCP. - : ~ - EL,~ - ~ A ~ ' ~ DBL. HCP 1 ~ 1 ga S DEPRESSION : MH-p.l L 30 - ~ ~1 ` ~Qs,~ INV EL = 307,24 ~ r~~
' V „ 9 RAMP .RIM=305.00 rh BE A T AST FR 6 ~ L E 2a OM THE , ~ r~ ~ ~
\ , TL OUT~295.2b' MH-P1 : v1 ~ s -n`r v J ' . A~ "r
P01N T aF TAN CY. ' .s Q ~ . a ~ , GEN ~ 9~ ~ n , ' ~ 5
t - o l; ~ / , I ti 1, ~ (1 2 98.85 ~ ~ .
~ ~ ~ Y o• /y ~ 1 FL x292 2 1 l / ti ( ) s. O I ,j
, ~ ~ S ~ , ~
~ ~ ~x ~ ~ ~ 1` ~ { OZ ~ 0)~` ~ ti ~ ' - ~ 2.57 {M -03) ,v' Q~ ~ ~ DBL HG`F.J-~j 1Y~~. CP I I r n
DaL: cP 1 , , - 5 7 02} H-~' S AMP I AMP ~ V/
Q A P ~ 7/' \ ~ M- M ^ , ,5 6 - Hal ~ ~ ~ ; / . J ~ M-299:64 ~ . e ec , O DBL. P ,S~ ~0 ' , +L.
° / / RAMP L~ !N= {M 2) 5~ o° Q. ?f. - ~ S WA q ~,.c ~ ~ ~ IN=2s as M ~ 1) /
PUBLIC ( ~4 ' \ / . 8. ~ • - . ~ ~ - \ EW K T= 1.58 {1d 01) \ ~ Sewar Callcclion/Cxtenaian System ~ - \ / ~ , 'A ~ ~ ~ / ~ 8' e ~ ~+~y N- 7.16 MH-03 ~ , ; ~ v ~.l
N 1. / s- ~ / Tha City a( Ralclgh consents to fho connection and axtnnnion of the Cilys public newer syslam as shown on ~ ~ ~ ' „ / U ~ ~ ~:1.; • y' Cp j
this plan. The material and constmctions methods usad far thfs rocat shoo conform to the CI! s Publl T / ~ ~ -tom. ' 1 / ~ P j Y a ~,(f ~ Utililias Handhaaka' standards and s eciGcallans: r ~ ~ ~ '1` ~f~ 000 hh 2. /~6 ;
ply of Raloigh ~ ';J . + ~`w ~ . ~ U $ . f~' § 1 Public Utilltias Do artmant Permit ~ ~ `u~' ~ 7• ~ ~ ~ 'fi't ~ _ ~ Sr~`~• ~ ~ ~ Q
P ~ 0 j.. DBL. HGP ~ ~ , ~ , . - / ction A v ~ 'DBL. HCP ~ RAMP . DBL. HCP .A 8 C Canatrc: ppro al ~C ~~RAMP $ RAMP g' ~ ~ ` ~5' EPRES IDN . ~ ( .9 `
Data Y~~Q ~ \ ~ ~ , ~ SIDEWAL , ~ ~ SIDEWAI 5 ~ Cb }aaa r7 i
~ SS r/~ r'~n y F' ~ i--~
PUBLIC ~ ~ ~ ~ ' ~ . - - . /`yy - - t~ \ , . Water Dminbui,on/Fxlans~an 5 lam • - g ~ ~ •r. rp~ Vi` th Orr DBL: • CP • , , ~ ~ ~~~p ' P O A R MP ~ .
Ths Cily of nalalgh aonsents to tha connacUon and extonsion aFlha ply's puhlle water system os shown on Cam' ~ ~ w ~ this Ian. Tha malarial and ca stru t eihods usad ~ ~ ~ D~HCp• ~Q tT~ v
p n cl aria m Ior this prajec shall sonfonn to tho City's Public ~ ~ , o ~ ~ Y a ~ A Y ~ l~ . ,b . w.. ~ ~ ~ RAMP b` E - - . _ s Ulililias Handbooks' standards and epacificationst ~ ~ ' . - n - ~ l vet/ ~ 'r.,, ~ ~ 1
Cit of Ralei h I ~ 1 - ~ CP Y c U il' i g ~ ~ DEPRESSION \ ~ t ~ Y,,j C.,r ~ -R} ,27 S7 PuhG t d as Dapartmani Parmit ~ / • ' \ / 1\, ~ Ch IN= - 1) . ~ ~ ~r 7 ~ c ~l
` ' C.,r Construction Approval ( u ~ 2 . ' \ ~ l' ' , _ ~-a ~ . - _ , 601 04
, Date & D ESS10 ~ TOWN H~0 L.OT ~ 519 ~ .70~ ~ `r--f-
s \ M K2 RIM=29 Ob'#L ~ 1 ~ ~ ~ / ~ T- 8.13 {MH ) • . ~ ,i:; ti:. ' 'RIM= J g ~ ~ , ti Fi OU x302.17 I LK n~ ~ r a `•AREA=$`~78 ACRES ~ 3~5 ~ , ~!e~
C ~ `:p' ~ ~q 9°n {I~H-lug) r} Rq~p ~ ~Fi[ ~Q r
\ \ ~ ~ w. -286.19 (MN-!l~' C( . ~ 2 \ 9 _ =266.19 {MH-! ~a coR~~ PH 5.3 5 DEw
~ING E HCP ~ ~ \ ~ ~ ~ • , ~ ~l - oQ... `i. RA ` SEWER SEWER _ ~ ~ "~3~ ~
PRIVATE O ~ ss ° ~ S .0 ~ ~ ~ Sewar CaliacUon/Cxlonalon System ~ , !y ~ " . ' V - 4:; I s M T .INV E - 2~7. 3 ,~g' J• ~ DB P I.
S V ~ 8 BL HCP ~ ~ .(,D y.; iha City of Raleigh consonis fo tho connection and extension of tho City's publicaowgr system as shown an , ~ - ~xp y f2 dP `r,,; ..DB : CP ~ ~~yv ~ ~ ~P AS~1 ~ ~ C~ ~ _
this kn iha malarial and con imdian methods used fo t ' ~ ` ~ ~ _ V ~ ~ l r p s s r his project shall conform to the City's Public ~ / - , 1 F w I Utililiee Handbooks' otandardo and s veificaUons: J / ` ~ ` , - J h~'' ~ ~ ` 'd'' N ~ ~
O r - V ~ ~ ~ city of ftalaigh ~ ~ / GJ ~ Q ~ o' Lt} rn ~ ~ cis p r- O ~ ~ ~ D` ~ ,'g%~ , ~ N ~ W
- il'Nea e ~ ~ may- ~ ~ ~ Public Ut, p porlmcnt Permit jj T ~ 2 1 ~ ny0 r' ~J- ~ "I I ~
Construction royal J ~ ~ ~ / APP S ~ i i ' , s ~ 6' ~ ~ '~0 N. . l,., ~ © .
Data / S!D VJALI( b.. a?a, V -J s-- ~i ~ i r MAC E A ~ MATCHLIN ;1 : ~ ~ ' ~ cP . ~ T.: ` ATCH iNE A ~'j N _ ~ •
- P IVATE i Water Dlstrihutlon/Extenplon System ; ~I t 0: ~ t}7 Lc7 I I Ln ~ r ~ & SIDEWa IC 13 h~/! rt I ~ S~D~Is/A}.(( SI EWRLK•~. n_... . , FL OUT ~(~k ~ ! 1! Jf ~ f 81 N
Tho City of Raleigh consents la lho corinecUon and extension a! lha ply's public water system as shown on ~6 / ~ ~ J ~ _ _ _ -
thla plan. Tho material and constnrcliona mothada usad for this project ehol! conform to iho Cily'o Puhfc ~ J ,.y , t~ ~ , ~ - Utllillc a ~ ~ ' - ~ s H ndhaoka standards and epeclncotlons: u sS/ , ~ - r _ J _
9 /J Cdy of Raleigh ~ j ~ • ~ ~ ~Q72 , Public UtlllEles Department Parmit jj S/} ~ 'O O: - _ - . i INV * W 297. ~ ` ' 'r o01- ,13'~ , $ ~ ! ~ % , _ - - ~3.5U ~ r~ F 1 • - ~ r
Y~ ~ ~ " l , v :4 i i y,~ r 1dH-KI RIM- 0: FL T' , fit, . "-250, LF. ~ : ~ ~ ~ . , ~ ~ - - ConaVucgon royal ~ - - App r r , ~ ' ;i0 ~ MH 2 RIM-292 INn2$3.19 (MN- )11 _4...4 - . ~ LF"- ~ , _ _ '
OUT=28269 M K1 - + I I • ~ OU~286:4 ( ) Dalo I , . 8 (M Q / -ti,
h - ~ S T ~ ~ C _ m ~ ~ I./ /''r o cv ~ M I , ti ~Q ` ' • R =295.41 a..; ` • ~ H
~ X3183 s .ft: ~ _ ~ 1 ~ ~ 0 ALLEY ~ , ~ Fr. IN=2ai~7 (pH-Kl) I C ~ tit-- 1.7 O R ~~W N=288.57`{MH-13 ` o~ c7 I:I ~ ~ RE U W
. ~ . ' / ~ u (Q ~ FL T~281.5~fMH-J1}s--... o. ,~~1H-11,.[~ =268.37~IH- 2) ~ • . it ! J ~ ~
' f'::::' ' ~ rRIM-291;11 T 291;11 ~ (n Ln fn. ~ ~ N~ (n ~ O C~ ( f ~ .~*a~ . ~
3 8 • . ~N- 29 12} ° ~I ~ ~ ~ ~ I Flo ~N- 24 (M -12} O`~. C~ O ~ ~ O ~ DEPR S ~1N 'f 1; ~ ~ ~ a f~g~ ~ ~ ~ ~ 1N 24 (M MI) d ~ O ~ O 'c}' ' , C77 r- I
81 ~ , o o r-- o 'FC1N z9 (M -M1) ((yy{ 85 .7• / / / ~ ~ ; r,. ~ d-. i, I o TL au .091( H~I,)::' T^ ' i~ OU 041 H 11) i': ' O Q Q . O ` ~ ` , ~ C37 ~ ' ~ rf . a ~ Pc r•~s2 ~ CTl
UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ - FACILITIES INCLUDING SIpEtYALKS AND HANDICAP I - ~ 5U4 S .ft.' i I 8 832 s . ft ; SAN ~ ~ i O N d 'O `'C17 O © ~ I ' ~ SA 1P ~ 1111111 ~ ~
q } \ N ~ ' RAMPS ARE TO BE CONSTRUCTED ON A I' , A5 SPECIFIED Y LL STREETS , B CITY CODE. THESE FACILITIES / ~ n I ; ; " ( I SE
HAVE BEEN APPROVED BY THE CITY OF RALEIGH - - 5' ~ ~ ~ 'i ,i ~ EASEMEN , ' SID ~WA I AND SHALL BE SO INSTALLED UNLESS A CHANGE 79 € LK ~ ~ tiT I I. ~
15 AUT110RIZEp SE WRITTEN APPROVAL, PUBLIC n~ o , , ~ qQ ' I MH. 1 RIM=286:77 Fl SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ : ~ I-(~ 6t16 S ;ft. .
PRfOR TO FINAL ACCEPTANCE. 9 ~ h q I ~ I , ! !N= 91.10 (MH-B2) FL' ` ~ ~ 'Ir- D L. CP I~ ~ V ~ , z f _ .
/ s J O, 'OUT 279.10 (MH-81) ; ® I - • ~ tit- U l~ ~`F'-~. TRANSPORTATION SERVICES
4~-- ~ t . ~ \ ~ 1 * ~y , ~ ~ o ~ q U~ ~ cn • ~ c0 'Cr' ~ !
PUBLIC UTILITIES D I ~ ~00 S . f~.. ' ' ~ ~ ~ CA i I ~ t~ t q Cn U7 ~ (n J r•; I]~} Co 0 o I i Chi i Cn ~ ~ ~ ~ ~ ~ .HCP ~ i `t~/ Q i~~ h,
-7 DBL. HC 6) ~,d7 CONSERVATION ENGINEER l ~ ~ I ~ CO ~ QO ;p~ I`~ CS1~. f``', C7~ IS7 C7~ . r., ~ ~ ~ • N EPRES a ! I ~ ulrmulula ~ ~ ~ ~N.r ; I-., ,fir 3 ° VALL~ I ~ cf o I DRAWN
D 1 J AMP ~ I ~ , _ HcP r,-1 ~ ~ co { I c\l - , j ~ vA Lr~Y ~ DEPRESSI~ ~ ~ - C " ~ I mot- 00 l.~ 1 ' ~ 00 ' ~ C G ® 4 `I ~ .
PLANNING 1P_ G ~ , . ' ~ q 1 i.2 509 s . ft. y~- o "N r ~ ~ h °°0 1~ j o 5' SIDE GMM
l` ~ ..l WAY:- B~ ~ L I I ~ ~o - cI~ECS«D B L~ ~ ~ ~ 4 'a cP - I •
. ~ IRCH j i I~L ~ t ..15 x a' - ' IC#T , o (TYP. i ~-,,.,,.AMP ~ ter` , . ~S- - PPR . I A OVER
r 1 f gFpp...~ ~9~~-PVC:.. 219.~~~ - L=6 ~ r'. ~ RA1 ---r--- • ~ _ ~ 6+~-~p ---r-- _ ? 227.a~' ~ 09 sID S ~ 5TAii"!' DA7EM
: ; .O'~"-.-~ SS J . 1--f26~ , ..I.-.•i3`~01~ W,'~"p~.. ~ 9-0,~f~ '"P90-_"t_ _ 40.t1i"CF._. - • y ,,1 1 ~1rF
~ ' 77 ~ ss - . . -
GRAPHIC SCALE - 1 MH-~ RIM - , q OUT 77.41 (ldH-O ~ H'H1 5:. ~ RM ~679~.IRCH R , -PRI ~ DBL. ~I ~4 ~ , ~ ,1y~ i# w JOB CQDE
I ` 1 1 ~ S , ft. - MH-F3 sD a ao so tzo 240' 0 STD , r q- . _ Ild=283.21 ~t
C&G >>iH-G1 g'• i RDd-2 58; ' IN 27244(MH H2} f ~ = - , - j / _ RIM=283.8 SIDEWALI( ~ FL Hl- 71.04 ( -~1) . IN=272.44 1MH-J1 ' • ' FL OUT= 1.53 H2 634 {Mk 4) RAMP ~~0~ x ~~1' o ` - OO CO' HCP. . IH-H2} 51C EWALK R IN-2 1,73 {M(H~i1 B ~ ~ ~ ~ R ~ T-264.14 {IdH-H3~ v t r" l ~ o W'~-- DEPRESS i IH-,Jl).. ('F) ~ ~ ~ 7 C r,l ; . .P:'i i DBLM1HCP rc• _ fl~' I'1QAlAlIAUti
, . \ ~ Fl IlJe9T i uu_nft n ..I . I ,FL Rd= 71.x4 ~ H-H1~ ~ rn ~ GSI„` i.:..
MOM r t 9 iH 2 ~ l ~p nor 723 (VN G7) FL L I -~FL OUT 42M.84 (frill f3) v, U) L UV1=zrec4lMn. J I. p Mn-m ` Rnmr v v U V! U) 1('1YYII'%A
IN FE GT OUT=272. 5 -GI) N N J ( ? 6 N I I rn a7 cn J O1 ZMH- N0. cm rn I FdM= 96.4 6 9( O N O ` N d FL 1 286,55 (WH-HS
J cn ~1 0 J - S J. o o c 1 inch 60 f Z 06 Q U CD CD O OQ I cn J L 4 n O P O Cr~ LO J 0 9o Cl) ' t FL Ta286;~5 (faH-Hq} Lc)
QJ pW N S t~ o.. . Co C-2A
SIDEWALK (A S1 S~ VA LEY..

NOTES; _ .
1. Minimum comer clearance from curb line of intersecting streets ~ J P ROBERTSON FAMILY LTD
shall be at least 20 ft from aint of ken enc of the cur-6, Na - ~ ~ ` " ' ~ um cam drivewa shall encroach on this minim er clearance, ~ "
Ys ~ ~ -r ~ . i 5 RCP 2. All public streats shown on these plans snail have the full width of ~ ~ ~ _Q`T ~ w.. INV EL = 307.24 DB 7121 PG 321 l i, ~ ~I e ~ 74 ~
the ri ht-of-wa cleared and raded within 50 feet of all street ~ ~ ` ~ ~ 0 ~ t- _ ~ : . 9 Y 9 BM2000 PG 1791 ~ L ~
intersections, The full width of ri ht-of-wa shall be cleared and - ~ 9 Y ~ t~ graded along. Old Mllburnle, Buffalae and Forestville Roads, ~ ~ ~ PIN: 1746-71--6233 j j I ~ ~ X
. 4 3, Far the proposed access points on Buffalos Road and FDrestville ~ • ' " ' ~ ro ~ : - REao DU~1 ARY REID: 0273903 ~ I , I , o`.,
Road, the owner doveio er is res onsible for an conflicts with existin _ - , . • / P p Y 9 _
or ro osed utilities, drains a devices, fire h drants, unlit ales, ~ • ' \ ~ ~ ' p P 9 Y Y P , R-4 J r+ I r ~ z°~~ ' C I'~ N 07
` street li hts, catch basins or similar ab'ects within 23-feet of - 4 HIGH BERM LOCH E[ 9 1 ;LJ drivewa centerline. Ganstruction drawn s will show an inset showin ~ . ' ` ~ ~ Y 9 9 ~ ~ _ ~ Jr, M LOGA ED VACANT ~ ~ ~ o ° U
al! dimensions and other information re wired for construction. The ~ ' . ' - ~ ' WITHIN 20 OF BU FFAU )F BUFFALOE c I ~ I r ~ ~~cw~
contractor will correct any errors ar omissions uncovered in the field. _ L 1 ~ ` o~ ~OA~ ~-Q-W. 4. The WC access ramps will bo provided itr accordance with the 257 M -03 ` , • : DBt~ N. P'~• W. CONSTRUCT 1 /2 OF PROPOSED ~ f I ~ Q
Raleigh Engineering Standard Drawing STD~20.1i, Whero sidewalk is not D ( 02 t,,•; , RAMP, r ~ AMP:' 65 B/B ROAD. f J ; I ~ ~ ~
required along the Public ROW, curb is to be depressed ak all ramp IH_D ~ , ~ ' ~ : ~ • ANY ADDITIONAL TURN LANES , , I ~ ~ ~
I ca ' STD 2O.1i. -3x4 0 ~ V ' ti o ' ~ . ~ a dons shown on - fo4.~. N= 7,16 Idfi- ;V ~ ~ ' • ~ ~ , TO BE REVIEWED AND I f I r
5. Private Street Ins ection Statement - Tho construction ins eckian ~~ro - s _ • of private streats within cluster units,. condominiums, townhouse ~ • , ~ APPROVED BY NCDOT. I II ' ~ J~A ~ E ~ L ~J ~J ~ J C~
de o nd mobile home I•ks sub ' ed o rov ~A v V V ' ~ ~ r-. vet pments a pa mltk f r City app al Is • ~ •
the res onsibilit of the owner deveio er, Co ies of certified ~ ~ ' w 15" RCP ' I I I n ~ INV E~ = 301.29 ~ r U V I ~ ~ ~ U ~ '
inspection reports involving subgrade/ aggregate base, proafrolls, ~ ~ ~ ~ t : ~ ~ ' ' • to V. ti cP aggregate base and asphalt densities and thickness,'and other r ~ Y`' ~ I I ~
Sj V EPRES ION t 8 .a . ertinent information must be submitted to the Cit s En ineerin cb E' ~.s+ro ~ Pg ~ ~ _ ,.ri~-; ~ 111 ~ aD~
Inspections Manager at PO Boz 590, Raleigh, NC 27602 or fated #o ca ` J ~ , ~ - ti ; S'S ~ ~ ~ 4 HIGH BERM LOCATED II ~ I D" B 21 ~ ~ P G 4
919 831-ti339. Contact Larr Anderson at 919 831-ti81O to obtain • s~- ~ r ~ WiTHiN 20' OF BUFFALOS
details of the above requirements. ~ _r ~ ;'r;, o , Dot=. P ; (b. ~ a q RAMP i F 1 _ ~ RDAD R-O-W. STOP BEM ~1'1= _ ~~a~~ I1~ e ~ 746 - 71- ~ 5
v JJ ' •G~NERAL_ NOTES ' : ••ti , ar ~ ~ _ - WHERE THERE ARE ~ ~ I I
p , ' ro v ~ 0, 1. S£E SHEET SD-1, 2, & 3 FOR STORM DRAINAGE SCHEDULE, • ~ ' ~ , 3 , ' _ _~g~oa ~1~7~fVG, TREES AS NOT ~ ~ ~ 1 R E I D e 0 ~ 19 4 9 _ ~ _ _ ,
w ~ n W 2. ALL SANITARY SEWER MAINS SHALL BE PVC ~SDR 35) • ' c0 - , , ~ Zv , ~ 4 . _ . . _
_ < w . UNLESS OTHERWISE SHOWN. ' ' ~ • , _ ~ f~~ Y
7,70. ry~. ; . 0 OT , 19. H 3, ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. H L . - ~ , 'DEP G~ ~
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ 5 ; ~ FL ~ -3D2,17 LI< ~ ~ ti 5.78 ACRES . ,5; .F _ -
IN ACCORDANCE WITW CITY OF RALEIGH STANDARDS AND Dei.. ~ ~ Oq E W `Y~ " RAMP ~ q ~
AND SPECIFICATIONS AND NC DOT STANDARDS AND •s ~5 ~ . P , ; i , AND SPECIFICATIONS WHERE APPLICABLE, !i 5 DE A~•
, 43 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ' r ~ 2 ~y
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER -rr , y Ir~
T W FE T AN F T IN H I HT ABOVE TH NV E! = 2~7. 3 4-- ~ -,-a DB P s ' ~ N ~ OBJEC BET EEN 2 E D t3 EE E G E ~ ro ~ ~J'4i : HcP ti
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGL p` ~ ~ ~ ~ ~ ~0 DEPRE551 N
~ r ~ RAP `.O ~ O - r.. ~ Uj
NOTE: o 0 0 I ~ ~ A
C7 ~ 0 V~~L£Y, ~
MINIMUM CORNER CLEARANCE ~ Ln ~ ' s -•A, ~ ~ it ~ 18" P ~ V ~ ___.I ~ ; I V E = 29.8:41 ~ ~
~ slDEwnuc K `V ; r FROM CURB LINE OF , ~ ~ ~ ~ ~ . ' 0'S DARb ~ Z
- T! REE T HA - - - o ~ ~ ~ ~ ~ BL. INTERSEC NG ST S S LL . . . . BL C&C1
- ~ o . , . . . , . . _ ~
BE A T LEAST 20 FROM THE - itvv 'L = 297:t ~ _ ~ L=g3,; _ ti' w
.'J~ • r a fD ' \ • _ . POINT OF TANGENCY. - V ewA ' ` :1, I CONSTRUCT 7 OF PROPOSED 53 ~ W ~ ~ . `B B ti r _ ROAD.
` x O ' _ I AN1~2'A_D~I~fIONAL TURN LANES Q ~ ~ W s~
C U? ' ~ 1~ << , ; ..-Rf ~~lE D AND -.I ~ Q
PRIVATE , . R A=295.x1 ~ ~ ~ ~ ' N / , B/ 0 R/'W ~ Sewer Coliaclian/Extanaian System ~ ~N-288.57'(MH-f3 . ~ , M RE ~ , $ ~ I ' I f Q I--- ~I' ~ PROVED BY NCDOT. Q_ ~ ~
~1 -286.37 (~t+l- 2) ~ tl / 'A ~ ~ Thd City of Rololgh consents to the connoaUon and axtensicn of tho CiP)rs public saxar system as shown on d" ;j + _ g ~l„~ ,
this plan. The malarial and canslractlans methods used far this pro;act shall conTarm to the City's Public ~ (fj © ~ ~ l ~n;'1' yV v Utilities Handbaoky' standards and apocincations: L17 M ~ O. ~ ~ ~ Fjor+.9 >t1 ~
JJ~~ ~ O O r..-'.O O DEPR S ON ~ . ~ C1ty of Raleigh ~ V t--- O O ~1' ~ 7 ~ ~ 1 JAMES ~~o
Pubhc Ubtihao Oopartmont Permit ~ ~ Q , ~ - O + $ +65,92 , Construction Approval ~ '.O ~ O O i a $IN
AP v ~ DB 43 C~`~~ C (/d 12" HDPE
Data Ln L(7 Lf7 • \ / w ,r \ l'~ I r ~ ~~1V L = 303.47 ~ IVI 1 ~ ~
PRIVATE ~ + 1~ : , i ivtb . Water DrstdbuUon/Extanslort System i S - I ~ + ':~4
iho City of Raleigh cansonts to iho connection and ostansion of the City's public avatar syslam as shown on 2+~ti'D/` ~ ' ~I 'lsp PN: 17 =~a1 ~ ~ ttt
this plan, Tho motorist and constructions methods used far this project shat conform to tho City's Public i D L. . CP ~ 'T ~ Utilites Handbooks' etondarda and epecificalions: S ' ° ! ~
SI EWA City of Raloigh ~ ~ Q- ~ R~EC REID: ~ ~ NEW;EDG~ 0F' QANK ~ R ~ ~
Pub11c Utlitias Aapnrtmen! Permit ~ ~ O C7- ~ ~ ~ ~ U7 ` ~ U'I ~ Canslruction Approval (fd ~ ~ MCP ~ ~ r ~ + s5 - ~{AI~ITEN~ANCE ~ ~ ' I C~ Q
d- p~ ~ ~ SI'D -WALK ' • Dote D ~ ~ EPRES~ 0 I; ~ r E
d7 . r. Ln ~ i... N I P ~ ~ es°~ ~ RECOMBINATON z
~ r- ~ VALL~ s p~ 00 C G ~ ~ . I 00 w
o I S''.SIDE • CO ~ f~ ~ . '0. ~ ~ ' PU@LIC ~ ~ I It : . , , WILL OCCUR THAT
I `I Sawar Caf3ecDon/Extsnsion Syalam ` •Z„ D CP ~ ' r. - ~ ~ . I ,
iho City of Raleigh consents to iho canneclian and axtansion of the City's puhllc sewer system as shown on ^ ~ nM----~„-„?„~,~-"rsr'~' ' ` ; ai ads use i n iho Ci 'a Public _ _ _ . _ _ DBL: HCP Chia plan. The malanal and anstruchons m h d for the proracl shall conform t ty ' W INCORPaRATE
Utilities Handbooks' standards and specificotians, 1 ii3+W _ 9+~ - to~90~ 5 • F_a ` RAMP
Cit of Rolai h ~ - y-p0 ~ ~1~a~x~ ~ T'V~'_ 219. F. ~ 0.9 ~ SID s ~ y g 8 ss ss - 2 9 5 - . o~... Public Utilillas Dapartmcnl Permit ~ 1 . s _ '~I.. , OF
~ ~,`1~ ~ ~ Canstmcklan Approval ' • + , . " ' DO - LF' p~Na To BE~.,M~~~IF~EO ~ ~ a ~ ~ ' ~A N D INTO THE ~ ~ IN 5IZE:>aNO~ I~SED AS WATER - ~ i
Data MH-H2 ~~I ~ DBL: H 0 t~ ` ~ `®p , IRCH R o ' ~ ~~A~ITY OEv~CE ~ ~ ~ D E VE L 0 P M E N T.
' ? i~Id=287 94j.;2 ~ - , r y D &4.34 1dH- 4 RAMP •',0• o ~ . . , tl IN°2 IJ3 (641{-H) . ~ S 0 R . W ( -K) R . . o HCP.:.. $ • PUBLIC ut ' ~B - NEV~'POND SIZE = 2;O AGES ; i
water Dlstributian Fstonsion 5 Lem FL OUT---- 8L53 -H2 FI. T 284x4 (!dH H3 , q ; 0 DEPRESS / ~ yp~+~ / ~ ~ DBL. H ~ ~,I~ ~ U~ 1 OP' . ~ ~ f
• , . iho Ci of Ra1ci h consanis to the connechon and aKtensian or iho Ci a untie avatar tam as shown on ~ w RAMP ty 9 ty p ~ t' ~ t 285.6 this plan. Tha malarial and ennatructiane methods used rah this projects it conform to iho City's Pubric "~.l . C37 pl ,y. t 285 6 26 ~ ~ r
i ' tondards and s cciflcallons: - . ~4J~ ~ ~ • UDl llas Handbooks a p ~ ~ ~ ~ _ R~{: g6,4~r7 ~Q ,~~J - • Cn ®O 48, 0 O ~ fv ~ N FL 288.55 IdH-H5 ~ , - 85so* ~ I~~, ' PRDPERTY D
City of Rololgh O -F' C.t~1 O ~ 4~ ' ' ` public Utiliiha Aeportman! ParmH ~ ~ ~ t"` FL T=2116,35 (MH-H{~ ~ .I , ~
Canstrucllan Approval ~ . ~ POND ~ ~ ~URFAO~ ~t_ --'~~93 5 ~ ~ ~ ~ , I 30"STANDARD
b s~ ~ ~ -t, co .D ~ ,$i Data -n :..fi :.1, ~ rr VA ~ ~ i~• a I, - 1 . . AT 7fME-~OF SURVEY _ ~ s ~ r C&G JA~ E S
• C ` ' ~ ~ - - t,,, i ; '
e +y~ 1 ~ t--. ' 1
• 5 9 ~ l - ~ ~ ~•SIDE4ALk ~ ~I 4'` ~ •~9, 3 ~ ~ , ~ ~ 3 ~ I~ + i ~ f OTC: NO DRIVEWAYS/ ACCES D B ~
~ ~ ~ ' . - ,solos( OINTS TO OR FROM OLD BM 19
~ ~ N 6 866 s , ft. , . ~ Ill I~ ILBURNIE ROAD WILL BE PIN: 1746 Z
• ~ ~ - cn ~ i.,, O ~ I Pd~28x7s _ ~ n I ~ I ALLOWED. a
~ C7 ~ Q,_ ht OUT=281.D2~(Id}f-Eta,., ; , •7 7 C U L!7 U ~ ..r RED:
~ ~
UTILITY INSTALLATIONS AND OTHER PUBUC © ~ O~ ~ ~ N~' t .23 ~yb O 3 VALLE~ ~ k. FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ C ~ 5 ~ ; ~ ~ , ~ i ~ o~
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ O~ -C7 G ~ IDEWALk : '7 AS 5PECIFIEO BY CITY CODE. THESE FACILITIES RIM- 8 r `-n^g „ ` , - I ~ Q
HAVE @EEN APPROVED @Y THE CITY OF RALEIGH ~ ' IN 275,98 C8) DBL. HOP • O ~ • AND SHALL BE SO INSTALLED UNLESS, A CHANGE H-C7) 0_. 5,78 H-C7 RAMP , f t, I I CONSTRUCT OF PROPOSED 53 N
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC (NH=C6)'•.; - ~ ~ SINGLE MCP ro { i I!~' ROAD. ~ ~
SANITARY SEWER EASEMENTS ARE TO @E RECORDED - r PRIOR TO FINAL ACCEPTANCE. _ _ ; . 8 - ,
TRANSPORTATION RVICES ~ _ t 00, _ -r _ - -t•=- - -~G --I- - . I ~ ~ ,ANY ADDITI NES o
-r--- • 'Ti D.SD~ L~ m MN-C8 t3D.5~ -8'.PVC, 236.95 - ~ Rlld, . 8 6 J SQ,f : , 285 2 r . t • ' ,ash j''~$ I ` ' TO BE REVIEWED AND cn ~ N o ~ ~ ~ ~ w~~.~rn
PU@LIC UTILITIES c _ _ . M=279,66 (MH-D1)..-
HCP Y ~ ft IN=279,68 f NN-Et) ' ( ) CONSERVATION ENGINEER ~ t ~ DEPRESSION ~ FL DUT=271.16 1tH-C8 O „E , o©za~a I L
.J L, ~ •aH-or • ~..i -1-' iWll - I`~ ! I ~ c~
PLANNING .a-~ y_ N f ~ > ~ - fl: DUT-280.12 (W - 1. I,jI i OZ=U' ~
~ ~ ~ ~ ~ ~ ~ I s~
~ va s1DEwnu~ ~ 6 760 s ,ft. `i'' i ~ ~~--'a~
~ r- ~ ~ 1,17 ~ ~ I ~ ~ SINGLE HCP t-.,,^ O c- ~ CD ~ RAMP I ` ~ m
is ,
pp cXJ _ ~ ~ ' ! l 0~ i j ~ I. I v ~ II' i ~
: •
sass aaaaa~aaaaa , „ . , , , _ aaaaa aaaaaaaaaaaaaaa aaaaaaa~raaaaaa a aaaadaaaaa oaaaaaoaaaaa aaaa~ j . . . - , ~ , ~ 'I ~ ' DRAIN~1 ~ GMM ~ ' I . i ChiECKED
• R ~ a 20 X 20 - • BRUCE AMBR
, m Q w~ ~ _ p ~E AMBROU.S 8c UD'Y P i , I'. a~~„,u,ii ,u G M M
SLO ~ BRA 2 ~ ~ o 7 BRANTLEY ~ ~ ~ ~ I ~ ~H C . a~ppav~o
S ~ o EASE ENT ~ DB 243 DB 2439 PG 184 D 9~ w ~ ~ ~~'''s ~ ~ GMM
~ ~v , Q N w PIN; 174. ' I N : 1745- 79 49 6 2 o I ~ ~ ; STAAT aATE
RElD: ' L REID: 0095894 ~ ' ~ ~ ~ JOB COC}E O: 1 36
GRAPHIC SCALE R- . R-4 _
DD D 3D DD ,2a 2~0 6 HIGH SOLID WOOD OR SINGLE SINGLE FAMILY r ~ ''J~ ' ~
i I ''''~-~,,M~~„ DRAWING
` ~ ~ ~ CF T~ RF
i1I11No.
i inch =Eeo Pfc. abl Unadjusted INSTALLED WITHIN 5' OF
Cut DAVID MARK F&11, IF&P BRTSAW C-2B MINNIE THORPE DUNN &
cu. ds KIMBE~-IwY Ws cu. dsQB 4805 PGM~45~od
SYLANIA THORPE
A/

--r, r~' \
- ~ O NiATCNI:IIVE A. q;~ sla WALK C~ ~ l` l ~ ~
~ ~fA C I E A aj MA 6' S 6 9 ~ , 7 ~ f aj ' ~ MA?CHLIN , cP ATCH INE A r~ j . ~ r-- U . o
5?` ~ --r , - 6 , O ' , X70; r?~ ~ J .L('} SI EWACK
ro 9 8 ~ ~
5 ti~ ~ ~ ~ q ~ ~ ~ D ~ ~ 0 - ~ 0 _ , ~ ~ 13 a~ ~ a ~ > ~
~9 0 `z s k ,,o q J` $ S o f ~ - L°
S e- o o ~ ~ . . . ~ .
3 ~ 82 q, n . Q w ~ ~ - ~ 0 0 'Q L w ~ ~ . .,r ~ 'h UJ ~ -0 T h N CA c rn
co N 6 2 o ~6 6 r 9 S ~ - 13183 s ,ft.
- w ,0 a~ o N cn CO ; .n ~ , 4- s . r,,, ~ y`~_.. UJ ~ I I ~ - . ~ ca
~ t
,2 S O ~Q ' Lei I ~ d' ~
~ \ ~ 81 $ ~ ° Q ~p Q Q ~ N Q1
~ d' q~ ~ u1 . 6
0 3 ~ 9 ~r ~ 7~504s.f, _ t 3 ~ ~ sq.ft. © .8,832 •sq:ft ^ N a aAN~R Ln ° N
S 2 ~ ~ s ~ : ,0 , . . 0 > , ' I n," ~ SENOR' ~ tt~ ~ w 5' EASEMEN
5 o . . , , 79 `ll . 0 , 01` " SlDEWAU< ~
9 - 9 ~ 6' 2 C~ • ; ~ ~ ~ ~ , , , ; 1 ~ 18606 s .ft ~ 9 - ~ r ~ U
. , ~
~ ~~I c.,' • . ~ ~ ~ ~
~ ` o q~ ~ N c~ 11500.. s , ft, .
• c~ ~ 2 2 ~ , . i3 ~ ~ . ~ p o - O N DBL HCP ' HCP ~ Ln ~ ~ ~ O7 I~ ~ ~ ~ ~ ~ 1.~ CU ~
0 : R o• 6 ; Whip..:.. 9 nMP.:;
` v' ~ ' 9 P SPACE ~ - ~ ,3 - D o ~ ~ s - o DEPRES51{~ ~ ~ ~ 5 ~ ~ ~ C---
. ~ q i 1.2 '509 s . f t. q L0 5.1:-3 r` - ~'1,~~ t 1 p~ CO ~ ~ ~f ~ ~ (,U
co ~ ~ o BIRCH ~ WAY UBL.`~ w
AR A 3:797 A ~ ~ ~ _ , J _--so . s cn _ . ~ ~
D , , 0 ~ - . t9 1111 . 8+00 7+ u-1 t -I -
, 9~ 0 . . 77 t-- . . o
: ~ ~ t 3 ~ . . . ~ • ~ i. ...i . _ - - - -
3 ~ , - , 6 0 s ~ -15 - ~ ~ s .ft ~ ~ 5'
. , g; SI EWAE.K ~ f slbewALlc
6 : ~ ~ _ _ , - q~ ~ ~ ~ . ~ O ~ Sl GLE HCP `-.J C77 '.J CS7 O7 ~
3 ~ ti
s r? 9 6 N 8
s q ~ ~ 2 0 ~ rk ~ ~ ~ 6 c.~ ~ q ~ ~9~ s ~ ~ 5 s off.. : . ~ Q::... ~ . t
. , D / - SI ~ ~ `5 ~ ~ DEWALK ~ ' iA - ~ ~ ~ ~ ~ Bay ~ ~ ~ ~ ~ ~ ~ ~ CL. ~ ~ .
. 9 - S ~ _ r r~i- ---h
q ~ ~ r-t- Z mot- ~ ~ ~ CJ
9 _ ~ co ~ . - ~ ~
9 N ~ 9 9 ~ ~c, w - .
, ~ ~ - .t , ~ ~ ~O = ~ SEWER ~
n ~ .o ~ I-- tj`' N w
Y S ~ DBL. HCP ` O: ,d, ~!J' Cb 4-- ~ 9 . ~ ~ N ~ • RAMP , ,
• , O ll' ~ ~ ~ V SIDEWALK cn DO C3~ ~ In ~ z ~ ~ ~ ~ W
b' c~ ~ 280 r~ , u7. r > r-' - o° oc~- _
'l~ - ~ ' DBL. HCP © , ~ 9 RAMP h S ~ V- . Q~'RESSI iC~, C~ - © .IHGLE HCP. Q , C7 ~'RESSI " AMP ~ A ~ ~ 0~ Qj ~ \ ~ 0
~ ~ ' ~ ' c.y' ~ o s ~ - . ~ P ,
Y. ~ ~ . C_ANNE Y.WA~ BL.~C
0 9 N - - . 3 B/5 ~ ~W ~ ~ ~ o . ~ _ ~ w
0 ~ ex. ~ .9 I+q7: ~ - . s ' i ~ . . . .
S q ~ r • rp 8~ 3r43`,r W Boa ~ 0 o ~ ~ - . - 5 s+m , . p,. ~ _ YY + - .~5 . g}pp~ I ~ : 7+00 ~t i ...u ~ ~ ~ i-
` , s ~ _ - ~ ` HC ! ;SID AL 00~.0~'b~.. . , 1 ~ _ 1 _ - _ _ -
- , ~ Q DEPRE5SI0 j 9 - . D ~ DBL. `HC 7 C.. ~ - ,
0 fV ' RAMP • ~ i i o ~ ~6 7 ~s \ s , ~ 51NCLE CP OX3Q ~ Q
6. ~ N 9 ~ ~3 N 9• t, ~ RAMP OY LO W
~ Z 6 ~ o ~ N ~ ~ HCP ~ N $ S ~ ' DEPF~SSION 4?~ V - HCP
6 9 2 3 . a~ ~ V e,,~, ~ C9 J ~ sIDEwALK.
0 0 C~ 2 ~ - 11 98 ~ 6 c~ 6s.f s 1 q 2 d, - ~
3 0 . q ~ b' 3 5 2 1 d- . .cb 1 ` 7 ~ o ~ ~ Lf7 b, , "
5 ,0 , . 9 6 , SIDEWAL J _ S S f , 00 . t.. .P A 1.
1` q~- ! . . t ~ , ~ W
9 ~ ~ ~ , - ~ . . - ,8 ~ ~ ,
_ - g 6 _ . _ o , 9 ~ , . _ , , ~ 2 2 . ~ m
O 0 S o CP ~N SPACE ~ ~ ~ z 2~
S ~ $ : ~ . IN .ORDER TO PRESERVE , 2 ~ _ C ~ , 9 ~ REQUIRED THE VE AREA A ~ . ~ ~J ~ q,~.. ~ 2 X:20, 6
S ' I , j` RETA LL WIL ' BE " Z ~ 4, 2 3 L T 505 N ~ S ~v ~ ~ Q
4 > PROVIDED oPE. o S ~ AS NEEDE FOR, I` - , A~A= 1.275 AC.
N ~ ROAD .TIE-1N Tp 'Ab afNING r` ~ .A~EMENT ~ 6 GH c~ HI SOLID W OD OR Jr , S ~ ~ - ` PROPERTY !N EU f Li ~F A LOPE OR ~T
9~ ~ 0 - • ~ EA~~MENT. ~ ~
~ s VINYL FENCE TO BE 9~ . 2 , - 3 1~
c~ S - o A , 0 20 ccR INSTALLED WITHIN 5 OF 6 za'x2a' PREP OF
- $ ~ SANITARY ~ ~ i SLOPE EUGENE ALLEN
6 ~ ~R PROPERTY LINE. 9~ ~ASEM T ~ 0 ,2 EASEMENT HUNTER
5 ~ N s o 2 . ~ : S s ~ CRAWF~ORD G & DB 3461 PG 131 ' "i l' ' p
. 9~ 6 _ ~ . RICHARD JOSEPH & 9~ 6 N ORM A I
t S 1 ~ - ~ AN I TA M 0 s BM1980 PG 694 " BRYANT
2 6' 8 ~ , S 4~ GHI NI Lo 1 i- PIN: 1745--69-4713 DB 3461 PG 129
o 8 5 • 5 , s, DB 3125 PG 80 8M 1980 PG 694 REID: 0126557 ~m• S 6
9 ~ ' PIN, 1745--69--1792 R-4 = . B
~ ' y$: ~ BM 1976 PG 433 . 8 ~ :OPEN SPACE JI ~ ~ N J L REIN: aao1395 SINGLE FAMILY ~ c~ . ~ 1N; ~
S PIN. 1745-59-8732 ~ 2 D ,o . 8 - - LOT 50 6 - 6 ^1 ~ R-4 -VACANT ..'~,~k,:~° R
6 s -1 ~ ~ ~ REID: 0098050 7 q ~ , 0 t 8 ~ _ h: ,i,ipllll I liN 111~11,~
i, • ~6 AREA- 2.063 A R-4 S GENERAL OTES NOTE: SI pN
~q ~ ~ ~ . VACANT R25• S 1. SEE SHEE SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. MINIMUM CORNER CLEARA CE J W
cLE HcP 91` N FRAM CURB LINE OF ~ ~ 2. ALL SANI ARY SEWER MAINS SHALL BE PVC (SDR 35) Ul p
28 6 ~ ~ 2~ o RICHARD JOSEPH 8c 8 UNLESS o HERwISE sHOWN. INTERSECTING STREETS S ALL . c~
0 ~ s , ~ 9 ANITA M GHILONI 3. ALL WATE MAINS SMALL BE DUCTILE IRON C15D PIPE. BE AT LEAST 20' FROM E w ~ N ~
s t 10 322 s . ~ ~ q ~ ~ ,q 0 - ~ o ~ ~ ~ DB 3125 PG 78 4. ALL MATE IALS AND INSTALLATION SHALT. BE PERFORMED POINT OF TANGENCY. tY
~.IicP sgoa Q 2 ~ IN ACCOR ANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ Z o0
MP : , ~ BM 1976 PG 433 '20 AND SPEC FICATIONS AND NG DOT STANDARDS AND F- ~
S NITARY , IN. 1745 59-4689 8 ~ AND SPE FICATIONS WHERE APPLICABLE. NOTES: W _ ~
1 9 , ; . ~ ~ ~ ~ REID. 0098049 S EA MEN7 ` 1. Minimum corner clearpnce from curb line of i ersectin streets 5. NO SIGs-1T OBSTRUCTING OR PARTIALLY OBSTRl1CTlNG WALL, 9 ~ z ~ LC
- 9~ R-4 ~ . - 352. FENCE, FO IAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER shall be at least 2D ft from paint of Tangency o the curb. No Q ~ J rl• driveways shall encroach an this minimum corner clearance. LL ~ ~
' 1, , 1 SING LE FAMILY 2 OBJECT B TWEEN 2 FEET AND $ FEET IN HEIGHT ABOVE THE 2. All public streets shown on these plans shall eve the full width of ~ ~ ~ CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT IANGLE. the righk-of-way cleared and graded within 50 f et of all street
intersections. The full width of right-of-way sh 1 be cleared and ~ m N
Nr 458 s •.ft graded along Old Milbumie, Buffaloe and Farestvill Roads, U ~
1 q 3. For the proposed access points on Buffaloe R ad and Forestville ~
Road, tfte owner/developer is responsible for any congicts with existing DRAWN Pt1BUC or proposed utilities, drainage devices, fre hydran s, utility poles, GMM
~ , Sower Collection/futansipn System street lights, catch basins or similar objects with 23--feet of CNECKh.D
~ _ The City of olea~h cansenhy to the connecton and eztcnslon of the City's puhlic sower system as hewn pn driveway centerline. Construction drawin s will sh w an inset showin GMM this plan. a material and canstructlans methods used for the protect shall conform to the City's Public g g V
UTILITY INSTALLATIONS ANO OTHER PUBLIC ' . " FACILITIES, INCLUDING 510EWALKS AND HANDICAP Utilities Hand poles' standards and spaciricaUans: ~ all dimensions and other information required for onstruction. The APPi~OVED
RAMPS ARE TO 8E CONSTRUCTED ON ALL STREETS ~ A5 SPECIAEO DY CITY CODE. THESE PACIUTIES ~~Ers City of Ro1ci h contractor will correct any errors or omissions un overed in the field. GMM 1GH Public Utililie pepartment Permit # 4. The WC access ramps will be provided in acca once,with the
\ HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND 5HALL BE 50 INSTALLED UNLESS A CHANGE IS AUTHORIZED BE WRITTEN APPROVAL. PUBllC loco cpnstrupGan prowl Raleigh Engineering Standard Drawing STD~20.11. 1 ere sidewalk is not START BATE
. - SANITARY SEWER EASEMENTS ARE TQ BE RECORDED ` ~ ~ , . W PRIOR TO FINAL CORDED oats required along the Public ROW, curb is to be dap shed at all ramp
_ .-el , - . , , ACCEPTANCE. ~ l locations shown on STD #20.f1. JC)B CODE PUBLIC 5. Private Street Inspection Statement -The con traction inspection _
`t" l7'RAPl.lll.~ ~CA,~E TRANSPORTA110N S CE 2 FED IN I -OF WILL B S water distribution/Extension System of private Streets within cluster units, condominiu s, townhouse
0 0 30 60 12D PUBLIC UTILITIES ED FoR PAVEMENT z4Q The Ciiy of leigh consents to the connection and extension pi lha City's public rater system as s own on developments and mobile home parks submitted f r Cit a raYQl I5 this plpn, a mgtericl and consfrdctians methods used for this project shall wnform to the City's Public y pp
I ~j,.mq Utililiaa Nand ooks~ otandoWs and apoafications: fhE CP.Sf~611RII11IiJV of fho nwnnr ldavalnnnr f'nnlan ~f ..a.HC~A I"1L"'f AI~RAfr'1
W,gg IIlCh = 80 / ft. T ...y Fr~. -14 140J UIIGV City or egitt inspection reports involving subgrade/ aggregate se, proofrolls, No.
SLOPE GU PLANNING - Public Militia oepgrt nent p~ aggregate base and asphalt densities and thickness, and other
SIDEWAL ORESTREET ~ IN FEET EASEMENT w DOES OT EXTEND 1 construction pprovol pertinent information must be submitted to the C ys Engineering
~ o p I CONSERVATION ENGINEER huh (O ~ "Tl Date d Inspections Manager at PO Box 590, Raleigh, NC 7602 or faxed to C -3
TOP OPEFTY LINE. [phone]. Contact Larry Anderson at [phone] to obtain details of the above requirgmentS.

- \ \ ,
V EIw 305... ~
NOTES, ~ . \ ~ y
1, Minimum comer ctearance'from curb line of intersecting streets ` ~T U
shall be at least 2t) ft from .point of tangency of the curb. No \ driveways shall encroach an this minimum. corner clearance. ~ 1~ J J
2. Ail ublic streets shown on these laps shall. have the full width of ' ' \ p P ~ ~ ONSTRUCT 1 2 OF PR N r N ~ Ul
the right-of-way cleared and graded within 50 feet of all street ~ \ , C: > U rti
ions. The full width of ri h -~af-~wa shall. be cleared and ~J B B RO Intersect g t y ~ . , \ ` graded along Old Milbarnie, Buffalos and. Forestville Roads. ~ ~ (f1 C ~i. v= X ~ ~ EL
\ NY ADDITI AL TURN LANES 3. for the ro osed access oints an Buffalos Rood and Forestville Q~ P p p~
Road the owner develo er is res onsitsle for an conflicts with existin ~ \ \ 0 BE REV WED AND + ~ p P Y 9 t.. Q ~ ~p ~ GENERAL NOTES ~ ~ ~ ~ N ~
or proposed utiNties, drainage devices, fire hydrants, utility poles, . Q - . Q ~ ? street li hts catch basins ar similar ob' cts within 23-feat of V - 1. SEE SHEET SD-9, 2 , & 3 FOR STORM DRAINAGE SCHEDULE. p ~ ~ N ~ o
9 ~ Js i.;,: ~ r'v cf n drawin s wi S d I Dway centerline, Constru io g II show an inset showing 9 f, 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35} ~ ~ ~ ~ ~
~ all dimensions and other Infarmnbon required for construction. Thte , UNLESS OTHERWISE SHOWN. ~ ~ m ~ ~
ra r rs or omissions a ~ cant ctor well correct any a ro uncovered In the field. ~ a ~ DB Hc~ \ ~O DARE AND JACK 1MTH 4. The WC access ramps will be provided in accordance with the - Ak~P ~ 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. N ~ ~
Ralei h En ineerin Sta lard Drowin STD 20:1L Where sid w I 'not g g g n g ~ e ak Is TAP AND SLEEVE AND 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED , f ~ ~ ~
re uired Dion the Public ROW curb is to be de reseed of all ram as ~ ~ \ q ~ g ~ p P ~o y ` ~ STEEL ENCASEMENT PIPE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND r ~ 'rn ~ ~ ~
locations shown on STD {20,11, R37. ~ 5. Private Street Inspection Statement -The construction inspection H UNDER BUFFALDE ROAD. AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ l AND SPECIFICATIONS WHERE APPLICABLE.
~ of private streets within cluster units, condominiums, townhouse ~ AM, 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~
developments and mobile home parks submitted far City approval is ~ \ . ~ ~ ~ ~ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER U
•5 o the res onsiblht of the owner develo er. Co les of certified h p
' coon re arts mvolvln sub rod a rate base roofrolls ~ ~ ~ ' R2 .00 . ' ~6 S ~ 4 HIGH BERNf LOCATED mspe P g 9 ai 99.e9 + P ~ S ~ . ~ . aggregate base and asphalt densities and thickness, and other ~ s ' ' LOCATED OBJECT BETWEEN 2 FEET AND $ FEET IN HEIGWT ABOVE THE ~ OURB LINE ELEVATION SWOULD BE PLACED WITHIN A SIGHT TRIANGLE.
. r ~ $ ~ • ` ~ ~ .WITHIN 20 OF BUFFALOE ertinent information must be submitted to the Cit s En Ineerin ~.r - ~ Q ~ ~ ~ ~ ~ p Y 9 9 ro BUFEALOE
. DBL. H P t fns echons Mana er of PO Box 590 Ralei h NC 27&02 or fazed to ~ ~ ROAD R-O-W.
(9i9) 831-6339. Contact Larry Anderson at [phone] to obtain 8: ~
details of the above requirements. 1 ~ ~ ~ ~ S ~ tv ~ 6
, ~ / S - ~ m V-
~ 15" RCP W
5 30X30. INV EL 8 ~ ~4tdGLE Hc~ ~ TOT OT i /INV EL = 308.46 15" RCP t./~
~ . ' ~ P \ INV EL = 309.45
~ ~ ~9~ ~ ~ ~ ~ oa t ~ ~o, ~ ~ 15" RGP V ~ Z
ND TE, ~ g \t~ ~ / INV EL= 309.16 ~~~~~~""~~~W~Y
w ~ ~ ~ ~ , FUTURE ~~RE~CR ATI~ , ~ : ~ , 7l ~ . E ON . MINIMUM CDRNER CLEARANCE
"V, ~ ~ HCP / ' , , , ~ ~
FROM CURB L1 NE DF DEPRES 10 ~ S ' ~ ~ 5 , ~ ~ ~ SIDE LK OP,EN S.PACE~ - - . ~ ' / 15" RCP ~ INV EL = 308.00
- ~ , 1NT R TING STR T S ~ ~ , E SEC EE S HALL ~ s ~ -
9 ~ ~ ,L.OT~; 508 ' ~ t , c~ ~ ~ 15" RCP ~ ~
AST F S / `Z` ~ BE A T LE 20 ROM THE_,. ~ " 8 t .AREA &6 AC: -'1
~ POINT` OF TANGENCY. ;'ti. , ~ `'INU"E~ = 30 HCP / ~ ~ + INV EL = 307.24 ~ ~ Z
~ DEPRESSION DBL. HCP RAMP , :
, 1 ~ 0 ~
~ ~ s s ~ ~ 9~
q~ ~ ~ ~ - ~ ` ~ ti ~
2 • . - 6
1 V, O 9~_ ~ g ~ ,
a ~ s w . •f~ ~
~ ' . t~ ~v GP / ~ ~ ~ - t ~ ~ ~ N - V . DBC'H , IQ.,' J / AMP ~ nP ~ L.!_ U W
1 ~~J ~ ~ ~ ~ AMP r ~ _,_.J
w D ~J OBL. P ° s + RAMP \ , SIDE-... WALK - ~ \ F'AFAP~,..:•,~.. ~ ~
9 ~ ~ ~ ~ f~ ~ ~ Ew K - ~ ' 4
• N . ~
~
R ~ ~ ~ gyp, ~0~ ' S' ~ ~ ~qg~ m i
~ DBL. HCP ' ~ ~ ; ' . , r - ':t:b W 0 , o ~ / RAMP ' DBL. HCP ~ ~ Q Cb W - _ ~ l„V ] EPRES ION ' ~ ~ ~.J
RAMP ~ 5' _ ~ ~ 9 C~ D~ `47 ~
• ~ r~ ~ ~ SIDEWAL - ~ SIDEWAL!~ ~ Q7 . W ~ ~ \ n
r ~ ~ - ~ ~ ~ 1D _ I ~ p DBL. ~FfGP ~ ~ V• O RAMP ~ ~ ~
PUBLIC ~ CT Sewar Collactian/Extension Syaiem \ . 6J 1
Tha City of Raleigh consents io iha conneclian and extension of the City's public sewer system os shown on o RAY RAMP ~ ¢''t.. , s `sQJ ~ ~ _
this plan, Tha matanui end Gonstruabono maihads usod for this protect shall conform to the Giys PutrfiG o~ pr ~ .~a ~ EN V1.. , UUIIUos Handbooks' slandarcls sml epaaincstlons: CP ~ I' . / _ Q ,
pEPRESSION ~ ~ t\ ~ . x" Cn~ City of Raleigh ~ % ~ ; ' V . Publla UUliitaa Dapar}nranf Permit ~ \ q C''' ` \ , , J I_ f . ~
y 2 } . ~ ~ . , TQWNHO L0- Careirucit¢n /approval ~ \ ~ GJ y~• ~ DEP /"'Yl J
D ESSIO r d t\ ' 's, s',, , o ~ . S ` Dat¢ /J• ~o o (y~ - , .1 AREA= 5~ 78 A
1, g ~ `ll Y fRT ~ 4\ ~f t PUBLIC U t\..-r^ r 5~ 78 ACRES ` '~5.~' ost.. ~ a ~'~E~EO'~Ak I I 1 ~ RAMP ~ ~ w~r:, W
Water DislribuUon/Exk¢nsian System r, ~ ~ ° J 2 ~ ~ ~ 2~ COR ` ,
Tha Ciiy sf Raleigh aanaanlo to tho wnnoctinn and sxt¢naian of iha City's public wafer syotam as shown on ~ ~ ING' E HCP " ' SANITARY. lhla plum The malarial and cronstrvcliona malhods used far lhia project ah II conform la lha City's Public a~' i ~ ~ t~ - SEWER PHASE 2 ~ p,~A~'
UUINes Handbooks standards end speeinentfsns; 1 ~ 2 0 ~ ~ 6 r U} ~ ASEM 7
i f I h D ~ \ ~ . 0;. ~ ti.:, NV El . = 2~7. Ciy o Roolg ~ ! ~ vim;', I . Public UUrUas Department Permit ~ g BL NCP DB CP ~ ~ El - 2~7. 3 t+- ~r AJI:s~ I ~t \ ~ ae P a.
' - Constructidn Approval ; , ^ . t\._ ..b, y_ m w 9 0~. ~ ~
o ~ h ~ Data ; / ~ O ~ ' ~ cn co ~ r' rn ~ _ ~ ,
~ ~Q ~ lr nl , ~ N ~ N D 6 ~ •O) o ~
S . 5' ~ r N..O 0 t~ d
PRIVATE SID wALK ~ ar ; Cry N N r-- Sewar Callocllon/Extcnaian Syaiem , ~ o irlA C 1 E A Q~, MATCHLIN cP ~ ATCH INE A ~ ' " ~j , 5' `',t ~ ~ ~ ~ `V
The Cily of Raleigh cans¢nts to lha aonnacVan and extension sl the City's public sawar system as ehawn an ~ - SIDEN1AtK DBL. HC~ RAMP I ~ 1
this tun. Tha material and constructions malhods used or this rojact shall conform to the Cit's Publla O L17 L(') ' SI EWA'Li~ Utilities Nandbaak~ standaMs and specifications: p Y O' ; ~ \f~ I, , 4. yy~~ _ ' 8 ' q. h ~ - ~ o ULJ ~ ~4, G ,
~ Ch Cil of Rafalgh ~ V 6, s ~ Y N - Public Utililioo Doparlmanl Parmlt ~ r 4T ~ r ~ ` ~ . ~i. I~r ~
. - ~ • ~ i6 ConslmcUon Approwl ~ ~ ° ' i W j Tt~T"E = L9 f
o ~ 9 ' Data ~ - Q `3 'v r. A `Fri, . _ + ~ _ r ~
w ~ o
- ATE Q rr. Uj i water Dlatdbuilon/Extension S lam J t~ T ~ 2 , ti ti ~ ~
13183 s .ft, T ~ ~ R/ n Tha Cil of Ralei h cnns¢nts to the connscllon and extension of the City's public water tem as ehawn an f v ~ ~ 3 B / 0 Y 9 ~ , q ~ r~ -r,; -r-s this plan. Ths msterlal and consUuGUons mothads used far this project shall c form to iha Cilys Pubic r~ `i.., 4-- ~i ;
Ulilitiaa Handbooks' standards and apaeifienbons: f 4- ;r~,
City of Raleigh , i , `U `R.; ~ y~- y..~ ' ~ ~ Public Ulihlica Dapartmant Permit ~ 8 ~ ` S RJ fJ} r' ~ L(7 ~ hr} O U7 Cp ~ r,,f. ~ Q
ConstrvcGan Approval a ~ ~ ~
~ - O7 0 o Y o c^U` ~ r-. i ~ 81 ' 85~ , o o o Dots / ~ ~ a•-- 'd-^ o ~ ; o ~ , i , 1 © O ~ Q ~ ~ .C}•' ~ DEPR S. QN '"O j • : ~ 'A ~ Q r" G1 i ~ ~ ~ ' 3 O SIN ~ CS92 [C
-7 5D4. s . ft. 8 832 ' s : ft ~ sAN Ln ~ ~ ~ P _
q q, ~ cv o ~ I. r , SE 1~ . I r / N
5' EASEMEN
s wn ~ ; - IDE LK O ' - ` ''1' .
18606s~ ft. q ~ q ~ 1. _ . r, ~ ~ 5~
y.... ~ y,T 51 EWA I
- iT. . ~p } ~ }
1.15x0 s :ft. ~ o- u ~ - cn rn ~ , cn cn ~ ~ ~t q ~ o r N ~ C37 r., HCP ~ 1r: d ~ I
00 : Co O , DBL. I~cP ~ ~ Q'~ N ~ r UTILITY INSTALLAT10N5 AND OTHER PUBLIC ; '~f" ~ L!7 ~ C~ ~ _ ~ ~ ~ I~ ~ . L(~ ~ ~ N EPRES..0 ~ ~ Z Z CO
, FACILITIES, INCLUDING SIDEWALKS AND HANDICAP AMP " f.' HCP ~ ~ Ln ~ ~ (s'} CO N : t~^ ~ ? RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS DEPRESSI ~ 00 ~
~I CO oQ i ~ ~ AS SPECIFIED DY CITY CODE. THESE FACILI11E5 ~ ~ ~ HAVE BEEN APPROVED DY THE CITY OF RALEIGH 1.2 5U~ .ft, ~ `~I`~.., COQ E` CA
AND HALL BE SO INSTALLED UNLESS A CHANGE ~ / ~ - ~ ~ ~ , W ~ Y
IS AUTHORIZED DE WRITTEN APPROVAL PUBLIC ~ ~ ~ B ~ ~ C SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ ~ ' ` ~ , AM ~ ~~j He _ DBL. P _ fn
PRIOR T4 FINAL ACCEPTANCE, - YV ~ RAM . vy 9+W
~ 5+00 6+~_ ~ TRANSPORTATION SERVICES • 7 - t _ -k- I $1 D ~ ..v~ P r .-r ~.~o X95 . } ~ d... 'iii
4~ ~ I - ~ _ _ , - - PUBLIC UT1LITlES 77 , - - ~ ,
CONSERVATION ENGINEER 15 ~ s .ft, 5'_ > q , BIRCH R. -P BLT , DBL, H oo ~ ~ ~ W, .I Illf.~ WN ~ ~ D NALK R MP ~~y0• o Slp WA GMM
5• SI EWALK PLANNING G SIDEWALK ' ~31. B %~0 R~ ~ ~ .o ~ ~P ~ 8L, HCP 4-- DEPRE55f~/~si ~ CFIECKED
' ' ~ ~ ~ sir cLE HcP '~i ~ 'J C37 V,,,i , ~ `•.I ~ ~ C~1 ~ ~ ~ .l RAMP CT ~ / ~ GMM
~:I A P ~ o ~ J N ~ ~ --a C~ + 6a
g 6 N c~ ` ~ a~ a' c ~ ~ ~ vI ~ o o~
2 6 cn .I Iv . ~ ~ ~ ~ ~ f~ 'i:. 4 START DATE ~ ~ ~ iA Vj N
9• ~ ~ ~ ~ to t. ~ _ SIDEwnLK ~ ijy [n -n ~ .1:] -fi ~ -b JQ8 COD>_
• "'hr ..r-h rr-'I- SCALE
r-t- -h -h . r-F- ~ rt 8o D J4 90 12D 240 ~ - -
^t„ r , ~ ~ i 'ii'
_ ~ SIDE VAL~( G 9~ J ~ N , DRAWING
Vk A. N
28 20 M- IN FEET 4:- SANITARY 4-j ~ 6,866 sq.ft,; 00
1 inch 60 ft. iT ` N U 'MWLT t~ C U`~ r 0.7 - 3 A
Ln Cn U) EASEMENT Lr) Cf) l 14T I L cn 00 CO L .n O U LC) ~ 00 00 aD 9, 21 7 s `n ° o 00
LOL(7 d d C7 CA, CD O CD Lo O `i- © O O C O' O a C PE c o C~
.23

_ -
INV EL - 309.16 -
REID: 0188876 7~
_ R--4 NOTES: ~ '1 ~ EST U J
1. i imu c er clearance from cu i ~ 15" RCP C H U R ~ H M n morn fi I ne of Intersecting stroets ~
shah be at least 20 ft from oint of fan enc of the curb. No . ~ _ INV EL = 308.00 p 9 Y R drivewa shall encroach on Phis minimum corner clearance. - j WB 4 J
2. A11 public streots shown en these plans shall have the full width of - ~ ~ „ J P ROBERTSON PAMfLY LTD ~ I a~ U x
the right-of-way cleared antl graded within 50 feet of all stree# ~ j' ~ 15 RCP DB 7121 PG 321 ~ ~ PI e ~ 7~~
intersections. The full width of right-of•-wo shall be cleared and ~ - ~ ~ INV EL = 307.24 - Y 3 0 graded along Old Milburnie, Buffaloe and Forestville Roads. BM2000 PG 1791 ~ ~ ~ ~
3. For the proposed access points. on 8uffaloe Road anti Forestville - ~ _ -
~ Road, the owner/developer is responsible for any conflicts with existing
or proposed utilities, drama o tlevicos, fire h rants, utilit Dies, 9 YP ~ U~ A R Y PIN: 1746-71-0233 E~~ o o J~ a REID. 0273903 t , ~ ~ ~ ~
street hghis, catch basins or similar oblects within 23--feet of ; . • t • ~ ~ . drivewa centerline. Construction drawin s will show an inset showin ~ Y 9 9 R-4 ~ r R Q~'m~~~
~ 4 HIGH BERM LOCA ED all dimensions and other information required for construction, The LocA ED VACANT , 1 ~ ~
cantroctor will correct any errors or omissions uncovered in the fieitl. ~ ~ ~ . ~ ' ~ ~ ~ WITHIN 20 OF BUFFALOS BUFFALOE ( I ~ V A ~ ~ ~ ~
4. The WC access ramps will be provided in accordance wiih the ~ o~ ~ \„4 : Rolei h En ineerin Standard Orawin STD 20.11. Where sidewalk is not °j ~ ROAD R--O-W. 9 9 9 9 ~ ch , CONSTRUCT 1/2 OF PROPOSED I f ~ ~,w
re wired clan the Public ROW, curb is to be de ressed at all ram ' , v ' s 9 9 P P ~ ~ , 65 B/B ROAD. r I r ~
locations shown on STD ~20.i1, ; _
5. Private Street Inspection Statemont -The construction inspection rn ~ of private streets within cluster units, condominiums, townhouse ~ V ~ ` , • . . ANY ADDITIONAL TURN LANES r j ~ I _
developments antl mobile home parks submitted far Cit a royal is - _ V ~ ~ _ ' Y Pp TO BE REVIEWED AND ~ ~ ~ .
the responsibility of tho owner devela er. Ca ies of certified . • v ; ; • , , ~ ' ~ . APPROVED BY NCDOT. I IJA~ES OUiS 8c
ins ection re orts involvin sub ratl a ~ p p g g e/ ggregate base, proofrolls, - . aggrogate base and asphalt densities and thickness, and other ~ 1`'''~., 15" RCP r ~ f jr J 01' E C
pertinent information must be submitted to the City's Engineerin m , ~ ~ ~ ~ ' ~ ; - • , INV EL = 301.29 1
9 Inspections Manager of PO Box 590, Roleigh, NC 27802 or faxed to . DU
919 8 1-fi La n r ~ ~ ~ . F ( ) 3 339. Contact Try A de son at (919 831-6810 to obtoin ~b ~ cb ~ ' , r 4' HIGH BERM LOCATED I ' I
o f opts, r . d tots o the above re uirem ~ r q : ~ WITHIN 20' OF BUFFALOE B ~ ~ ~ ~ ~ 4 4
;MD ~ p - ~ _ '1 ` pa ROAD R-O-W. STOP BEM I r 17 4 ~ 71- ~ 5 W
GENERAL NOTES ~ W ''i,.1 s ~ b , ~ ~ ~ , , . ` ~ ~U~I RE THERE ARE 0 r r~ ~
1. SEE SHEET SD--1 2 & 3 FOR STORM DRAINAGE SCHEDULE ~ - r' rr . « TREES AS NOT ~ ~ I D e 0 0 ~ ~ ~ ~ ~
• i 2. ALL SANITARY SEWER MAINS SHALL BE PVG {SDR 35) , . : ~ / ; _ ~ ` . - ~ _ _ R 4
UNLESS OTHERWISE SHOWN. ti . ~ - ~ SI N GCE F~Af~ hY
3, ALL WATER MAINS SHALL BE DUCTILE IRON Ci50 PIPE, ' HO LOT • 519.. - r, _ ~
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED • • W - ~ ~ T 'v IN AOCORDANCE WITH CITY OF RALEIGH STANDARDS ANp - • 3:0:5. ' ~ ~ N~ ti ~ _ rib ~ f
5.78 ACRES . R , .Za Fa Q rt,, AND SPEGIFIGATiONS ANp NC DOT STANDARDS AND - " • :AK Tti ' rV ;
AND SPECIFICATIONS WHERE APPLICABLE. ' . ~ ~ ~ ~ A~`A . - S 3 t, l i ~.r~ ~ ,
~ , • . NO SI TING 0 A BSTRUGTING WALL, , s ~ 3
2 . FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER S , OBJECT BETWEEN 2 FEET AND 8 FEET IN H>=1GHT ABOVE THE r t,
CURB LINE ELEVAl10N SHOULD BE PLAC WITHI INV EI - = 2g7. 3 ~ . ~ ti ED N A SIGHT TRIANGL . ~ ~ ~ >u ti a 3 1 ~ ~ ~ . 00 ~ 't ~ ` ~ ~
m ~ ~ 6 CS" U'
\ ~
~ o ~ o ~ ~ N ~ o o r-- r- ~ ~
NOTE. o . ~ ~ w o ~ . Lri nl ~ ~ O v r; ~ ~
Lr7 ~ ~ ~ ~ , MINIMUM CORNER CLEARANCE cs~ ` 1 I z ~ 18" P ~ w ~ O
r Lr, ~ ~ w. ~ ~ ~ - f I E V E = 298.41 ~ m Z
FROM CURB LINE OF ~ ~ ti ~ Q
~ Q ~ . . IN T G ERSECTIN STREETS SHALL ~~~J
N = 297.82 ~ L= TEM ' ~ ~ ti, ~ CONSTRUCT ? OF PROPOSED 53 ..-.I ~ ~ <t
E lNE - - ~ - - ~ . , BE AT L AST 24 FROM ~ . A-, . _ . n , ~ _ ~ z ~ ~ ~
T ~ ~ ti POINT OF ANGENC , / o - } I~ r B/B ROAD. ~ ~ I--- _ ~ ~ N~'2'A~1
S ~E--~R B C~ 4 0 ~ ~ ~ ~ o o~ A ~ NAL TURN LANES ~
B/ 0 R/W .oo. raj ~ . 1`~~ -R1~~1ED AND ~ ~
~ f ' ~ ROVED BY NCDOT. ~ L.~10
p- CT r J - ~ r ~ ~ ~ N ~ ~ ~ ~ ~ ' L() o 0 0 0 ~ to a •a Q~
~r ~1-U ` ~ Q
o• ~ ~ ~ , a~ ,o o. o •o ~ <t ~Q JAMES ~
. ~ ~ , C~J Ln - - / ,Cj 12'~ HOPE DD 43
~ ~ ~ , Ln In ~ Ln ~ I .:'<CJJ :f: ~-y ~ .I I ~ ~ V L 303.47 ~ ~
- i . ' ~ Q~ ~ ~y~ BM198 ~
a. N p~ ~
. - P BLIC ~ fv s P N: 174 ~
5awar Caliaction/Fxtonaion Syatom ~ y- 4- 4--• ' ~~~C R E D : ~ ~
Tha City of Ralalgh consanls to lha cannacllvn and axlansian of the City's uhlla aowar tem as shvxn an ~ , this plan. Tha matertol and eanstructions methods used for this project shall wnform to~tho City's Public ~ {i? U} T , s, 0 NEW EDGE OF BANK ~ ~ ~ + ss,~o ' MAINTENANCE ' ` ~ ~ t R ~
Utilities Handbooks' standards and spccificsUons: ~ ~ ~ ~ ~ !I ~ a ~ ~ ~ ~ ~
City of Roiaigh ~ ' ~ Public Utiliacs Oaportmont Permit ~ C'~l ~ ~ ~ ~ r' N ' , • 7a O ~ ~ - . BS,pp+ EASEMENT R E C O M B N A T 01\I VA w
a ' Consiruckian Approval ~ f f',
Dato C,~ 1~ i + • p. WILL OCCUR THAT
. • ~ ; 5.. ti ~ j ,r
water Dlstributian/Extonsion System ~ I , _ - r~ _ . . . .L _ i ~ ~ WILL INCORPORATE
'1 , iha Clly of Raleigh consents to the eonnecUon and nxtensbn of the lily's pub}(c Tatar system as shown on . , , re this plan Tha matanal and canstrucilons moihads used for ih,s project shall conform to Tha Citya Public - W. _ ~ ~ ~ ,r,~
UliliUae Handbooks' atandaMo end apacificaaone: - - . . - . - 5 5:00 , JJ r OF 4
City of Rgleigh - - Publia Utiliiiea Department Parmii ~ ~ P POND T4 6E MODIFIED LAND N TO TH E
Conatruclivn Approve! ~ its IN SIZE AND USED AS WATER
R ~WA -P BLI - ~ Q o .BIRCH ~ . Data / t ~~p~ ~ j r' ~ N NEWUPQNDESIZE = 2.D ACRES ~ D E U E L O P M E N T.
. 31.,6 /50 R/ Il r - b' a ~ ~ - 1 - W~ ~ 4 ,
p S ~ ~ c.>J T V C lJ ~ ~ ~ + 85.8 PRIVATE 'J ~ ' rJ7 , + 85.fi ~
~1 ~ .a ~J - Sawcr Colleellon/Extanslon Syatarn •.••-a ~ {}7 ~ ~ ~ 48,
- Tha Cily ai Rvleigh consanls to the connection and extension of the City's public aewar oystem as shorn an o -h o ~ ~ '1 ~ h ihis plan. Ths motorist and cansWcGons methods usad for this project shall conlarm to the City's Publia ? ~ ~ r ~ 1~: h• ~ 85.Gp
Ulifilisa Handbooks Mandards and spoc;UCatfona: r~ ~ Cn ~ ' J / ~ Q ~ N. ~ POND ~ ' f
Ci of Ralei h ~ ~ ~ ~ ~°f Pubec Uiilifia Departmeni Permit ~ --h -h ~"I' SURI :-r'.. rte,--• 'P ~ ~ A T SURFACE EL = 293.5 ' ` ` ~ f
Cvnstn¢Uon Approval _ • • _ AT TIME OF SURVEY ~'3 'Q
r Data ~ ~ r" ' -P-' JAMES
~F- 1 PRIVATE - 9 ~'3 ~ l o1•E: No DRIVEWAYS/ AccEs DB 14 0
O ~ , ~ ~ - Watar Distribution/Extension System ~
Tha Cily of Ralargh consanls to the canneciian and axtansion of the City'spublia hater syslam as shown an -t-r ihis pion. Tho mvtarial and cohslrucUona molhoda usad for this pmjoal shall conform to a City's Public m u-- ~ U7 DINTS To oR EROM oLD B M ~ 9 ~f ILBURNIE ROAD WILL BE
III ksr a ands ds a ~ ~ N 866 S • f t. ' i Ut Iles Hondboo t r nd epeelUentlans: C~ a / ~ q ~ _ tS` ~ u~ ~ ~ r ' cb
CHy of nafaigh {n U Publia Ulllikies Deporlmank Pannil J! Ln ~ ~ _ AL~owED. PIN: 1746
U. ~ l.n o _ ..9217 s; Conaltuction Approval o F.. ~ r "I
Data ~ o ~r ` - _ yba o. o ~ . - .23 k~ „ ~ ~ w
~ o~ a~' _ ~ 7 . 0~ J~~ 'I ~I ~ J~p
ryo, ~ "tJ ~ p r.. , _ ` ETEN1IeN PIPE p3 SNV Q ~~nau~PE~3 ' I' I ~ CONSTRUCT ~ 01= PROPOSED 53 cn ~i ~
• r ~ . ft. ' _ N ~ ROAD. ~
. UTILITY INSTALLATIONS AND OTHER PUBLIC . , , ~p~ U I
YV . FACILITIES, INCLUDING 51DEWALKS AND HANDICAP ~ ~ - - ~V RA~SPS ARE TO BE CONSTRUCTED ON ALL STREETS - - ~ ANY ADDITIi1~~T NES ° o z ~
AS SPECIFIED BY CITY CODE. THESE FACILITIES - - - ~ ~ • - . ~ ,=i I ; I TO BE REVIEWED AND ~ ~ sox w c~ _ ~
HAVE BEEN APPROVED BY THE CITY OF ` . _ 99 S . ~t RALEIGH r I - - , AND SHALL BE 50 INSTALLED UNLESS A CHANGE i
15 AUTHORIZED BE WRITTEN APPROVAL. PUBLIC • SANITARY SEWER EASEMENTS ARE TO $E RECORDED ~ ~ o , Q
PRIOR TO FINAL ACCEPTANCE. ~ o ` ~o'Q~ ~~t~
TRANSPORTATIONS VICES / k -IJ -h' -r-~ "I'-' y.- M- , 4-- y'- Q I ~ ~
~ ~ - ~ ~ CS ~ r ~ PUBLIC U11LITlES ~ ~ ~ U} ~ I ~ m N
t-- 6 760 ~s ,ft. . I U ~ ~ ~
d- g , CONSERVATION ENGINEER Y-. ~ r-- CU CV I.f } L(~ o ~ ~ ~ ~ . DRAWN ~I
PLANNING ~ ~ L17 CO ~ ~ ~ , GMM
fXJ• b lip ~ ~ 00 ~ B/t] i CHECKED ~ i
~
. d ~ r... ,0 , . ; o - c . ~ d c . I ! 1C B/© APPROVED I ! , GMM
. , w _ ~ , _
20 X 20 ~ ~ ~ ` . BRU-CE AM R..OI O - B . A~M B R..OU S U D~Y P ~ ~ ' , ~ sTA~- DATE
W SLOP BRAN ~ 2~ ~ ~ BRANTLEY ~ I ; f~ I °''ssoi~~~ • JOB CODE
GRAPHIC SCALE ~ S - o EASE ENT ~ ~ DB 2439 )B 2439 PG 1840 ~ w I I
00 0 ~0 BO 120 240 d °v (v ` v ~ n, ~ ~ f PIN: 1745- J: 1745- 79 - 49 6 2 ~ I I---I f ~
Uffill mama "'m 19 1 -z REID: OC REID: 0095894 "w DRAWING
No.
_ `IN rEET> RI]PERTY BTU DA RY 6' HIGH SOLID WOOD OR SINGRE 1 inch BD ft. IP~ CE TO BE
SINGLE A4 A M I L Y
3B

~ ~ , r ~5, O 4
, • ' ' ~ % r ~ ti°. SID WALIC ? ¢ ~ G81 , 2 ~ <F , A O ATC LI A ' ~ MATCHLf E A ~ ' v IN=?a ¢ ~ G81 8 ~ ~ °4 ~ DHL 4sA nl ~ f I'JV IN= $1.T2 T 9289 INV ~ INV OUT 287,62 V IN=28 M ( C ~ A INY 0~2 288.9' 21 INV OU
r r rR I,' ~ ' + . ; Sss$ ~ INV OUT•r ,55 a4$A ' 0' 1.02' - . - I EVJAL•K U
~ -----y ~ / ' ce2 • ~ ~ =29291 , 1 ! \ 15' RCP ~ -I
- ~ N i INV IN=288.4D CB27A • ~ ,5; ~ C654 T = 91.b9~~~ x •100,00 w.... J - - ~
- S ~ ! WV IN=281.39 CB2? , ~~"'~r 1,,~ _ fN =2 . 9 C826 ~ ' ~ IN .64 c ~ • o I;P 1 oi_z 15.:~~. 15BOa 1.f a a~ m a CBlB' =29 OU 287;74 CB 4•' r. _ _ ~ U
V r, r \ INV IN=288. _ :INV OU 28a. ~,;;r, _ ~ v ? O Lo
~ ~ VDU- TT _ _ `f .
< ~ . ' n ~ ~ V `
~ , D° ~f ALL TOC=29 1CBd8'' IWdN91.42 ~ B~ R O ~ a ~ ~ o
w ~ . 29~ ) . IN=285:15 49 I Y INV WT=2B .93 ~ C) INIJ=~5.4 ~A INY, M - ~ ~ ~ ~ ~ l* co fl?
9 , / l1' , INY OUT=280.OD / : / y ~ =28.65 CBdB (J. ~ ~ ¢ ~ Q ~ f11 ~ ~ a~0
~J ~ ~ ~ ~ ~ / I V p
3 ~ ~ 8 • v , CB25. r ,fag ' ` 8 ~ ~ ~ 20' P TE ~ ~ sr ~ M o rn rn C1l . ~ 287 , . 20' COR INAG ~ ~ ~ ~ ~
y;'. S TOC=289,11 ~ / - NV 1N 278.87 CB2 _ ~ - I - ~ ~ RI A n1s ToG= EA T U
• / , ~a ~h O ~ iNV fN-27687 • ' ~ AGE N=2~B,ao cs 2as SEWER ~
' INV OUT~27837 C ,ry : , r g06 C617 E Itiv o :90 . 617 H ,fa'1 ~
' / B / (i•, - - 0 `V 2 _ / , i a a ....INV OUT=263.1 r , ~ , IV OUT==263.1 -281: ~ ~a ~ 16 24" CP '1 1.0 . F, 0 4 % ~ 18" •~87. f, ~ 1.95 % U ~ , I i`
o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~7 3I • I =276,50 1115A INV
r; / ..~a, PR. IVA GE fN=276.5D YII6 INV ~ ~ ' QUT=276,40 1116 A~~ T01= 6,35 " TO 83.5D iN I 82 ~YI15C
, cs24A oRA~aAc (J~ ~ ~ : / TOC=287.55 ~ ~ ~ 287 • ~ INV 1N .65.YI15B INV = .1D;Y1158 ' 287 ~ . ~ ~ O~ INV OUT 79:15 Yi15A~ .
, n' nn SEMEN? . I 1 ~ ~ ~ ~ ~ 0 ~ / INV =283,45C824R~ _ / O TOl-2 .Oa / ~ ~ ' 00 U~ © C'~I
. . ' ~ : INV I 279.39 nfi DB.. I CP J INV. r="279,14 nl1 11 i3 DB.. I CP CB16A p~ CC) 07 t~
0 ~ _ ~ , ~1 ~ ~ 3 ALLEY ; ; fir; w ~ .INV iNa .4s c 1 INV TN=2 .49 C 1 'L . ~ , . ~ ~ . VA ~ Y, NY N x:03 _ C 6 LF. =281.69 INV C& NV-!
~ ~ ~ ~ ~ ~ ~ a ~ N - I C P .SPACE / : = 9 q INY 6U'f ,27 . 4 INY OUT=279. 4 - 275.851115 INV w 0~ PRIV 77 ~ I T~ ~ OUT=2 9 (C 5) W
LO 51 ~ F~ ' ~ O8L C 3 / U ~ ~ ,®11~~; ~ T-275.75, cBa ~ DRAINAGE B 1 R' H w A U B L ~ (f r T ~ _ i ~ y.5, 15 RCP ~ . ~ ~ ~...',_.I - ~ ~ 9,9 Lf
' ~9 - 70C- 4, y~, , Q _ - ~ ~F
W Q IN= a,92. / AR A ~ .3.797 A , . - ' ~ u' a 2 v; ~i' n~
~ { e S • ' ~ ~ ~ ~ 'T6C 207 39 • _ A° . _
_ IN 65 C y, V I "277. 25 .r''" . _ ~ ?
. ~ • ; i INV OU 277,55 CB 3 • , 5, ~ ~
~ ~ , . ~ O OB! CBf ~ •6 C~ S B a g TOC=2 1.72 CB44 SI ~W, K Q
~ N :1 c& - INV ~ ~ ` ~ e.5s 1 . , SIDEWALK ~ , ~ 1NV iN 276.3 (CB4d). OG=284.9 =275: CB47 IN =2 99 (GB45) _ - nn
3 • ?g OUT= 8.D9 C814 r ` r II AINAGE ~ ~ ~ n ' O, , 51 GLE HCP ~ INY U - .50843 INV 0 0.74.{CH44). ~ I_!_ P
-J ~ T SEMENT 7 3 ~ a r INV ® ~a5 1'a~ ® Ch , ~ ?8j
~ ~ ~ o o X113 ~ ~ YI19 . 9q
~''r~ ~ ~ ~ ~ 5 r 28 _ ~ 5' x ' ~ ~ rya ' Yi2, as ~ TOC=28L Q) 2~ T01=281,00 - ~ ~ z I ~ I - TOl 28t 00' INV OUT= C 43 28 =2' OO Yl1 . ~ 2{},
' ~ _ , , , r ~ SIDEWALK ?84 . S . o • 12A TOC-262 1N IN- 611'{1112A) ~ W =274 5 iNY,Oll = 7S,YI19 QRAIN Q
/ n8 ~ ~ ~ ~ r~ INV T= 0, ~ IN IN= 74.69,{YI13) . ! ~ ASEM~{ ~f 1NV 0 T=2 d.59 . 0 0 a
1 r ~ T01=281:4a . " ' CB23 ~ n - _ 1 ~ roD 2a1.1a INV WT=2 SO ~ , 20 PRIVA A 1.27% tl o ~ ~ ~
26 ~ INV'1N=275.87; CB23A a- _ ~ ~ ~ ~ i - Z • IVATE
~ ~ a 1 = ~ ' ncP / ~ : h,~ . ~ , h, ~ !NY IN 274x12 C824 S 05.% ' _,~24 ~ DRf ~ ~ 1 N: ~ ~i OUT=274.02 CB ~ ~A'~' ~ 137, F. . ® ~ C DRAINAGE- 85 2D R 15 RCP ':ssoEMENi 2e3 2 D~IVA W'~Z ~
a 2 _ r r 9A i n EASEMENT DRAINAGT= m a SANITARY ~ ~ ~I N EASEMENT ~ ~ W ~ ~
2 INV OUT-27&,23 CB23A ~ ~ ~ TDI-278.52 285 DRAI AGE C~ ~Y ~ R DBL. HCP INY IN=274.45 (n1 J _ ' • tl 285 SE ~ _ EASEMENT '
0 S 81 RAMP ~ 813 a: _ INV IN-217.3 / _ INV !N , 275.66 (n9) . ' OC=277.41 A,F~ ; TOC=281,22 INV OUT INV IN=217.37 C814 ~ ~ ~ ~ OBL GB56A ~ ¢ Y11 . ~ ~ ~ U i_.LI INV OUT ,27 (119A) d', d- ~ ~ TOC=2b1.90 in T01 291,00.. ~ I-- ~ ~ J
` ' / 9. o .INV OUT-27¢.35 { 9) , ~ ~7 ~ INV OU =273.41 ' ~ ~ V I =273. n9 h SIDEIVALIt 2 8 0 ® H ~ { } ~ d" ns; / ~ q60 ~15 C822` . l _ 4 Gg & ~ INV =25,5 Ca5fiA. ° 7622111 2 ~ ~ ~ Q
n5 ' ~ ~ tiZ~ ~ f 08LOCf~279.62 QUT=273.48 (CB12~ TOC=28Dr30 - "HCP ~ TIX=276.24 . ~ IN 276.0311ia ~ . ~ - ~ ?Qs _ ~-284. IN IOUT~2 .1 8 _ ~7 P as INGLE P INY 1N-2 3,94 111 19,50 CF:
k WV IN=273.80 (n9 } DEP 87 : 47,5 IN=273. ~ P I . 1NV _ 7L24 {716) ~,g - INV IX1T= 3,5 (C81G}~2AINJAGE a .'INV OUT-273.70 (C } P 87..,_ ( 2) ~ m TOC=283,94 AMp tlUT=27 84 CB41) + ~T - 0 C857A { V ~ ®0.50% NV.OUT~280.8 / ~
INV OU -271.14 (n4j ~1 ~ 5 i 18 r . _ „ SEMENT C , 4 19,5 SID 4 ALK, 30r , LE in LL. V 1 . ~ N E 1a' RcP
_ _ _ - ~ 24' RCP V / ~ - B &G
CB5A / ' . . _ : ~.......o ' 0.60 ~ ' ~ - / 2) . , TOC=274.91 . / .2 ~ ®n : 9 N ~ - - • 2 a
/ ' INV fN=2 7 r ~ ~a Y OUT= - - : 135 , . A G j. r .F ' j..,.., ZB9 ~ Ny~? ~ ~ .~G~ Yom- - n?
, a 'd _ ~ _ _ - _ ^ . 0 ~ for' ~4c . ~^S. ; . r~ X030.9 ~ ~ ~ I I ?gyp ~ 8. ~ , -ry ry0 ;~4 ,o~g~n ti ~ ti _ - . 226.39 LF. 74% 18. NCP . n
- nl / . 0 HC ~ AL _ _ _ . TOC=219: 36' R r e - / ,.:'S ~O
,TO(=21x.94 1 DEPRESSIO '.INY IN=27. BI2 / :v , - 276 0 . a L CP = 9 ' 1 •ry -,,INV OUT-271:49 (CB5A) ~ • ~ TOC5277.00 ' - ~ j v~ R INV 1N 271.47 B22) SINGLE CP ® ~~a• 0X30
/ ~ ; .a. VF'4~ _ 7 _ A, OUT=270,9 (C810} n4 / go ,INV IN-273.10 (CB } ~'~s ~ 3 ~ OBI2 ~ i 2.24 LF: , • CIF LO CB 7
Tal-2x9,42 ~ ~ INV our 273.Q0'(cB6) ~ 1 0 ST Tac-2al.m ~ 6sa ~ .'3 I 5.42 (n5} ~ 2200 LF:. E 20 P 20' PR1V NV'IN= 73.29 CBi3 ! 4" RCP. HCP j T .9 i~ 1 L GB56 IN IN=2 • .B4 , 57A iCP
INV OU 65,32 Y13 D LW ~ / 5 0 . 27 fv, , ' ( ) ~ DEP 'SSION' n O . DRA GE ~ j - ~ CB10 - INV OUT 72,79. CBi1 ' )EP 'SSION' I FES4 1 iN=2 .29 1O ( 1 0 - ~ U ! INV OUT 275.00 =2~' INY. UT=2 .04 9
V i 15 RCP ys, ~ CB8 ? . ~ -277.76 ~ CV_ / „ 20 P VA N ~ 274 NTTOC=273.x2 ~ EAS1 E T ~ ~ Q r..-+ ~ TOC~284.44 INV ~ 2 .36 ` 9 ~ r n CL J , • NV 1N=273:68 (C642) ~ F(, IN=273. , CB56A', Q-~'(~1 ~ ~ ~ INV OUT=273,58 {FES3) ~ ~ ~ ~ ~ 27 OB7 N~ ~ m
' DRAINA E IN •IN=266.10 (C89j..., r- ~ ~ ~ - . =270.4 ( rr- CQ S / EASEME T 3 273 IN oUT_ 266,68 {na) - ~ r- , ~ 0 .V EY,• . ? z
CJ ~ / ~ C ~ ~ a ~ 4 ~ ~ ~ ~ &G 1 LF, ®3,6DX .R ~ a -o ~z~ ~ .7 ~ ~ 3 a d ~ c pq I I I
r:. ~ 54 Lf. 6 0.49% , ~ ~ 36" RCP
`C/ .SIDEWAL 11 4.91 TOC-273,82. ~ LL, °j ~ ' =267.19 CB1 i w ~ ASE ~
/ .q, C93 y 1NYIN~270;65 CB6) , p ? { i ~ ,1 st, _ 0 ~ :INV.OU 287. O68 , , • , A;
h TOC=267.76 ' 8 ' ~ / lO OUT=270.15 fir- 0, . 1NV 59.50 CB4 . ~ 2 ( . y
2 ~y ' , / (J r INV OUT=2 (CB2} q. 6~ , ?.L ~ . , S.., ' ~ r a Q • ! INV OUT- 72:80 36"RCP ?
• S ~ . h IN~ ORpER .70-PR£S~RVE C ..T 4,80 .....i ~ o P N -SPACE ~ ~ Q{2) PATH DETENT10N=2.32CF5 ~ 2 ~5,
, ` REQUIRED THE VE -AREA ;'A ` ~ r 255 29 n8) _ , . , L #5 a 5 ~ Q(i0)VATH DETENTION=2.62~'S a
~1 / ,DUr=255.1.. ) RETA IW LL WIL ` BE 8 nJ 9<v s 0
, ~ 0 4' PROVIDEn ~A5 :NEEOE FAR. ~ ' ' OPE • ' / J , n3 , ~ _ ' h ~ ROAD TIE=IN TOAD DINING ASEMENT r-- AI~A- 1.275 AC.
/ ~ -26260 ; ~ TOC-267. 6 HIGH SOLI D W OD OR 2 ' 0~ INY I - a a (n4) ~ ry ' ~ ieV~IN.= 3 ; PRQPER.TY, IN LIEU~F (LOPE Uj OR
I 6DT=157.58.(n2) • DB2 ' ' OUT= . _ ~ EA~S~M~NT. VINYL FENCE TO BE . . PREP
, TOC=259.56... " ~ INY IN=253,68 (CB3} e ~ ~ ' ae Q
_ - INSTALLED WITHIN 5 OF INV IN-254.10 (n2} ~ Y8 -20• r'7 IN T=253.18 (CB2}' 3 Y of 2a' x 2a' SLOPE EUGENE ALLEN '
2 ' PRIV ~ a ~ N- , - ,S ~ ®p PROPERTY LINE. '~RAINAGE - l~ 2x2 S
EASEMENT ` 02 Aso... T ~ . EASEMENT HUNTER
?09 0 :~Y_ - 261 N _ p8, 1 CRAWFORD G ~ DB 3461 PG 131 D
. - RICHARD JOSEPH ~ , r~ ~ R 1 ao v 3 ; ! ALLEY 26D ~ ~ ANITA M NORMA ! BM1980 PG 694
/ &G ~ n2 ~ ~~INV aD ~ ' T01=259, ~ ~ BRYANT PIN, 1745-69-4713
2 ~ GHILONI ' ~ ~ 259 • INY IN=255,37 ( ) . DB 3461 PG 129 REID: 8126557 D
' I 4U =255 a NY T ,2.{~ y : ;J ~5 DB 3125 PG 80 ~ 2 BM 1988 PG 694 R- 4 ~ o
• Q N p N~ , ' o' PRI BM 1976 P ~ / ~ BI PIN: 1745-69-1792 SINGLE FAMILY PIN:
- 57 ~ OPEN SPACE ,r / TDG=256 PIN: 1745--59-8732 3 REID: 8881395
/ ~ ' ~ ` V 1N=251.66 (CB2} .O 2,p LOT 506 REID: 009 0 U ' .ti ~ 1NYOUT~15t 256 R-4 -VACANT ~
r 6 ~ ~ R-4
, ,T • AREA= 2.063 A . 2 1 INV F VACANT IN= B1}.INV' S ° N
2 ® 5A '(Yi1) I NOTES: U W
't : GLE HCP r 'S 4 " N ~ / ~ ~ 1. Minimum earner clearance from curb line of interse ling. streets J I" ~ sha(I be at least 20 it from point of tangency of the curb. No ~ D
/ 2 ~ 25 I:~. ~ o RICHARD JOSEPH 8c R .I .N 1 ~ driveways shall encroach on this minimum comer Ilea nce. (~n^ J h O
.,f 1 • ' DB,A AN I TA M GH I LON I UTiUTY INSTALLATIONS AND OTHER PUBLIC ~ • ~ 7. . '~G . ~ BSI , FACWTIES, INCLUDING 51DEWALKS AND HANDICAP 2. All pubNc streets shown on Urese plans shall hove a full width of ~
_ ~ INV OUT=246.00' RAMPS ARE TO BE CONSTRUCTED ON ALL STRE£rS :i > I WfUT 246. D B ' n - 5~ ' : , 3125 PG 78 GENERAL NOTES the right-of-way cleared and graded within 50 feet o ~i streek W 1l N ~ intersections. The full width of right-oi-way shall be cleared and ~ U
r ~ ~ '''.i AD5.~3 HAVEPBEEN APPROVED BOYOiHE CITYEOfAR LEIGM TD =2521 D>gl. HCr' 'Q I IN= .07 ' 3-49' PIPES 36' LEN B M 19 7 6 P G 4 3 3 AND SHAU. BE SO INSTALLED UNLESS A CHANGE 1, SEE SHEET SD-1, 2 ANO 3 FOR STORM DRAINAGE SCHEDULE: graded along 41d Mifbarnie, Buffaioe and Forestville Ro ds: 2. ALL SANITARY SE R MAINS SHALL BE PVC (SDR 35) 3, For the proposed access points on Buffaloe Raad a tl Farestv111e ~ O ~ ~
'RAMP ' IS AUTHORIZED BE WRITTEN APPROVAL PUBUC r~ 20' VDU -246.00.' GRApE6.D~ (24S.Q0 ~ c SANITARY SEVIER EASEMENTS ARE TO BE RECORDED ,p 2U P PIN: 1745-59-4689 s PRIOR TO FINAL ACCEPTANOE. UNLESS OTHERWI 5HOWN. Road, the owner/developer is re~ansble tar any conFli is with e>eisting W ~ ~ cQ
2 ~J U NITARY U `li.: 3. ALL WATER MAIN SHALL HE DUCTILE IRON C150 PIPE. or proposed utilities, drainage devices, fire h}dronts, u lily poles, ~ street lights, catch basins or simlor objects within 2 feat of ~ Z U_
, ,~:'Q _ SEWER , EA$ REID: 0098049 EASEMENT .%-248 TRANSPORTATIONS CES,,.,_ 4. ALL MATERIALS A D INSTALLATION SHALL BE PERFORMED driveway centerline. Construction drawings wll show a inset showing ~ ~ W ~ IN ACCORDANCE TH CITY OF RALEIGH STANDARDS AND all dimensions and other information required for const coon, The ~ -I r,~p
~ R- 4 ` .p tj '--6 nauPIPE~ ' ; PuaucununEs AND SPECIFICATIO S AND NC DDT STANDARDS AND contractor will correct any errors or amisstons uncover in the field, L~ Q
~o . STB D NF • 41CETAiIYE SINGLE FAMILY l ; SHALE (SC 250.UHER CONSERVATION ENGIN ~ ~ AND SPECIFICAl10 5 WHERE APPLICABLE, 4, the WC access ramps w71 be provided in accordanc with the ~ ~ L4 ~ 5. NO SIGHT pBSTRU TING OR PARTIALLY OeSTRUCi1NG WALL, Raleigh Engineering Standard Drawing SiD,~20.11: Where sidewalk is not w m N
-2 l - J L.. N~ FENCE, FOLIAGE, ERM, SIGN, PARKED VEHICLE, OR OTHER requred along the Public ROW, curb is to be depresse at all ramp
~ PLANNING ~ I O OBJECT BETWEEN FEET AND 8 FEET IN HEIGHT ABOVE THE locations shown on SID ~20.iL U ~ CURB LINE ELEVA ION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. 5, Private Straei Inspection Statement -The canstructon inspection ~
13' LEYTl•5PREADER ~ V.OUi . of private streets within cluster units, condominiums, t wnhouse DRAWN
: ~ IN :OUT 8' P~= 245.75 ' ~ 36u PVC - 246.22 r:`. ( • developments and mobile home parks submitted for Cit approval is G M M
~ ~ RfINfO ~ R ATI4E the responsibility of the owner/developer. Copies of ce tifie CHECKED inspeeifon reporks involving subgradef aggregate brio, rooiolls, GMM
` ~ SIVALE (6C UNEB} aggregate base and asphalk densllies and thickness, an t r
EIUjER. i pertinent information must be submitted to the Citys m rigs u1 III j ~ APPROVED Inspections Manager of PO Box 590, Raleigh, NC 27602 0 ~ ! GMM
TCP A6H RA = X50,6 ~ ~ 1NV IN = 245.7 ( ,RCf {919) 831-6339, Conlack Larry Anderson at (919) 831 , . ~ START DATE
NV DUT =246, ~SR R ~ ~ N4 OUT 245 T5 8 PYC details of the above requirements. @ ~ d Sj .r 9~
, am ~
~ ~ m., rya arar „ . s nn ' ~ '-l~ NOTE. ~ JOB CODE M!NlMUM CORNER CLEARANCE = -
FED IN I -OF WILL B S FROM CURB LrNE o~ .GRAPHIC SCALE w~,~# ,
0 Cambo - ED FOR PAVEMENT, lNTERSEC7tNG STREETS SHALL ~ JM,~a, t U~iH11Vl~~
~n ~n . nr er ~r. nt nn~ rnnu ~~r ~ ~G~. . ~a..,~l \ i~`
f)C H! LCHJf LV ClTVM ff7C 60 0 30 60 120 f ~g24
POINT OF TANGENCY. No.
n~ EASEMENT SIDEWALK-.EOR STREET
T AZ DOES -NOT EXTEND IN FEET ) C-4
STree ilt teC p SLOPE CURB & GUTTER & 240 TO PROPERTY LINE. inc = 60 .

NOTES;
1. Minimum comer clearance from curb line of intersecting streets U
shall be at least 20 #t from point of tangency of the curb. No J driveways steal! encroach on this minimum comer clearance. J
G£N£RAL NOTES 2. All public streets shown an these plans shall have the full width of N
the right-of-way. cleared and graded within 50 feet of all street ~ c, ~
\ \ NOTE: 1. SEE SHEET SD-1 2 AND 3 FOR STORM DRAINAGE SCHEDULE, intersections. The full width of right-af-way shall be cleared and graded along 01d Milburnie, Buffaloe and Forestvillo Roads. ~ o o "
~ ~ MfNlMUM CORNER CLEARANCE lEARANCf 2. ALL SANITARY SEWER MAINS SHALL BE PVC {SDR 35) 3, For the proposed access points on Buffaloe Road and Forestville ~ a. rn ~
\ \ FROM CURB LINE OF \ \ \ INTERSECTING STREETS SHALL • UNLESS OTHERWISE SHOWN. Road, the owner/developer is responsible for any conilicks with existing 0 -o = ° ~ :TS SHALL 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. or proposed utilities, drainage devices, fire hydrants, utiiity pales, ~
, \ ~ \ . BE AT LEAST 20 FROM THE RQ~I THE 4. ALL MATERIALS .AND INSTALLATION SHALL B£ PERFORMED street lights, catch basins ar similar ob~cts within 23-feet of p ~ ~ ~ ~
\ ~ AOINT OF TANGENCY. ~ ' ~ I! drivewa centerline. Construction drawin s will show an inset showin ~ ~ U I I
\ IN ACCORDANCE WITH CITY OF RAL£IGN STANDARDS AND all dimensions and other Information required for construction, Theg ~ ~ ~ z ~ r AND SPECIFICATIONS AND NC DOT STANDARDS AND contractor will correct any errors or omissions uncovered in the field. m r ~ ~
r, AND SPECIFICATIONS WHERE APPLICABLE. 4. the WC access ramps will be provided in accordance wikh the N
\ \ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, Raleigh Engineering Standard Drawing STD~20.11, Where sidewalk is not ~ ac'i ~ rn
\ \ \ \ \ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER required Dlong the Public ROW, curb is to be depressed at all ramp ~ ~ ~ ~ ~
\ \ \ \ OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE locations shown an 5TD X20.11. ~
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A 51GHT TRIANGLE. 5. Private Street Inspection Statement The construction inspection ~w of private streets within cluster units, condominiums, townhouse
\ \ \ \ deveiapments and mobile Name parks submitted for City approval is
the responsibility of the owner/developer. Copies of certified U ~ ;
` ~ \ \ inspection reports involving subgradef aggregate base, proofrolls, ~ f aggregate base and asphalt densities and thickness, and other
\ \ \ \ \ pertinent information must be submitted to the Citys Engineering
~ , \ \ inspeckions Manager at PO Box 590, Raleigh, NC 27602 or faxed to
\ \ \ ~ \ {9t9) 831-6339, Contact Larry Anderson at {919) 831-6810 to obtain
\ \ ELVIS T & LUANNA T details of the above requirements,
\ DB 7058 PG 783 W
~ ~ BM1994 PG 291 SHANNON K 8c CYNTHIA
GARCiA ~ PIN: 1746-51-7963 Q
DB 11077 PG 1820 \ \ RElD: 0210262 GRAPHIC SCALE _
~ \ R_4 BM1994 PG 291 8D a 3D 60 120 240 UTILITY INSTALLATIONS AND DINER PUBLIC FACIL111E5 INCLUDING SIDEWALKS AND HANDICAP
\ PIN: 1746-- 1- 3 sD .SINGLE FAMILY 5 983 REID: 0210261 RAMPS AIiE Ta 6E CONSTRUCTED ON ALL STREETS /'-r
BAR CH TOPNER L \ ~ ~ R-4 HAVEPBEEN APPROVED BnOTHE CITY OF RALEIGH I~.+~1 ' 'I ~ ~ ANa SHALL BE SO INSTALLED UNLESS A CHANGE
~ ~ ~ . 6 HIGH SOLID WOOD OR RTON \ \ ~ IN CAPITAL LAND \ ~ S GLE FAMILY , IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC { 1N F];ET ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
219 DB 86 ' PG 609 4 HIGH BERM LOCATED I V N VINYL FENCE TO BE ~ 15 RCP N ESTMENT COMPA Y PRIOR TO FlNAL ACCEPTANCE. 1 inatl = 60 ft. ~ ~ ~
91 , BM'199 PG 1''113 ~ ~ A, _ \ \ INV EL - 3o5.a5 WITHIN 20 OF BUFFALOE DB 8373 PG 1138 2873 fNSTALLED ON PROPERTY LINE PIN: 174 --~~-5a7o' ' . \ \ SRANSPORTA110N SE E
2 ` ~ RQAD R-O-W. STOP BERM BM1999 PG 1346 PUBLIC UTILITIES r
COR REIDs. O 10263 , \ \ . ~ , DUE TO REQUIRED \ . PIN• 1746- 2-8360 R-4 , ~ WHERE THERE ARE 6 CONSERVATION E G!N Ir"~. 16 ~
"UBLlC SEWE EMENT. .SINGLE'. FA 1LY ' ceRwt RED: 0074817 PLANNING ~ ~ ~i
75 RCP ~ • TDG=3o,6B XISTING TREE5 AS NOTED. \ ` ~ NV IN 5.0215 CUD R-6 . 11~,.F~L~~,,.: ,,~05, ~ ~ r~~ ( 7
\.r, ~ wv r=304.00(24' SINGLE FAMILY n ~
~ \ Q C~ ~ a- ~
~ \
~ . ~ ONSTRUCT 1 OF PR C..~ z
0 o , \ , - . ~ 5 B B RO o '
' . NY ADDITI AL TURN LANES CJ ~ ~
v `~QU J
SINGLE HGP ~ o o ~ . 0 BE REU WED AND
3 - ~
' ~ ~
r~ l~ ~
_ O _ - -i.- ro AMP \ \ 1'~ - ~oz
~ / 1-.
` 30 VALLEY • ~ 1 ~ T=~ 838
~ \ I~ J ~ , ~ ' 5 T ~ - 1 ~ ~ A~~~
7 . , ~ ; r~ T) HCP. , ~ ' 6I M \ o0
DDL. HCP (j ~ 4 31 RAMP 9 / ~ \ \
f CF . ~ , c~ ! r S ,S. 4 HIGH BED ~ \ ~ ~ S ,R x ` \ 'HIGH BERM LOCATED _ ~
,
~ / ~ ~ WITHIN 20 M r 314 ~ • , ~ \ 3Q ~ d` ~ ~ 4 ~ \ STANDARD '!THIN 20' OF BtJFFALOE ~
DBL. HCP ~ \ c~G ROAD R-O- ~P'. ~r} . ' ~ , OAD R--O-W, .J L.. ~ ~
" . ~ / ~ . 309 ' + ~ '
~ ~ i~, S
\ ' ~ . . \ `V 306: ~ \ + ~ r 0935 TOC=310.81 I ~ ' ~ •
~ 307 r, IN=306,40 CB35A U \ ` ~ \ 3o v L ,m 2 = 1 ALE 'IN 30&,50 0836 OX~O . . J w 15" RCP Q ~ oa ~~L = 308.46 15" RCP
~x~i ~ ~ / ' ' ~ r OUT=306.40 C8 5 \ ~ \ . + ~ ~ r "J41dGLE.HCP ~{JF dT Q ~ Q`•.,:. ~ IOC=313.86 INV EL - 309.45 L1.1
J \ MP _ gyp, ~ " ~ ~ 1NV our=~oo.ao cBaS
~ ~ 15" RCP
! ~ / 304. ~ ' r~r. INV EL - 309.16
lC ~ Dt ~ FUTURE ' REATION ~ W S`•. 083 OC=301.84 INV r ~ , rr
r ~ 'OUT= 4 OB34A ~ - t SINGLE H ~ HCP 103'; 'V
RriMl' ~ DEPRES 10 4,. S' ~ S OBL. HCP Q~ ~ r ` 20. PRIVATE ~IV SIDEVr LK lJl'~''L. ACE - ~ ~N 1-.. 15 RCP INV EL = 308.00 \\~raµo'~u,l'~~'u,
RAMP V r / - VJ : . sD ~ DRAINAGE ~ , ~ s,~ ti: EASEMENT ,
LOT 508: 4b:° • ' 1121 Q, _ 15" RCP 9l`,
V / r ,g8 - T01=300,75 -.1 301',` _ \ r~ AREA ~ ~ 1.186 . C. INV IN-296. ~ 85~ r ~ ~1 N=298 ?C9 INV IN=297.~1A~L = ~ ~ ,,Q INV EL = 307.24
NCP~. r M=29 .00 ~ s;, ti YI218 ' ~ ~ . IN~fOUT 5.90 34 TC1=344.25 , .•'INV OUT=296.65 YI21 j
r DEPR SSION ` ~ ' ~ ~ ' E fNV OUT=297,97 Y121B` , / ~ MP ,ti . \ , N ~ , 9 0833 k. , f ~ `
S ~ _ ~ HCP \ A ~ IN IN- , 4 iy ,1~ ~
' ~ DEPRES N ~ ~ r ~ Q J ~ ~ I OUT= 1121A ~ 2 5.0 . T01=304.25 ' ; ~rrr4r~IrV~,~iI111111~IN11ti~111~~~~~
F - QN IN=297.5017218 `v 'INV 89,9 G : •.4 J,~,{{NV WT-297:40'Yi21A
' INV 289. r ~ , - r:. CF ~ ~ o ~ a
J V N C ) ~O. \ , ~ . q~ t -;;,,r CB79 TOC 3D8.d8' ~ , ~ ~ ~
V'' ~ , r ' w ~ ls, / a Rq~ / ~ ; ~g ~ N~IXJT=30400 ` 1 i4 -.fig
~-k ~ t ~ DBL: H~P~._ R ~ z ~ ~ ~
/ J \ AMP r 6 3 OC 98. , ~ ' 1 1, s ?L. `@r U) I ~ 4 ~ "',-.`fir
C 97~ 4- DBL. ~91N= B - ~ ~ I -2 ' 31r ~ RAMP OUT 292. 32 • 5 EwA ~ ~"+r ' IN - 1 ~ ;c\ ~ J;
- ~ , T ~ EW K r `INV T= 4.14 3 ~ ti,; 7 - 2 8 1" CB81 ~ s ~
~ J . .,v 1 ~ T -298. ~sjCF . ~ C 3x8.40 ~ ~Al . ~ • 3J ~ ` ~ w ~ - ~ ~ \ w H N= C882 . + I - O, 82,. , A i9 Aso N
v-1..' r C ~ Cq.. 0' r 'w U =2 48 CBB , . ~ NV IN= 2 9 4 R(~
2 53 INV 1 7 8 ~ CB3 C 29 . , ~ IN=29223 OA fNV i ~ 9, ~ r INV OUT .75 8 ; ~ ~ V ,y V OUT= OP 52 C 78 ~ 7 T ,.r ~2 ' 8 ~ ' ~ I-
N r S 29 s. . IN= 9 .50 39 1 ~ Q ~ r DBL. 11283,58 CB30B INV ~ 8 • s ~ 200. - `-`J RAMP OUT=283.48 CB3b~BL. H ~A A° 8 ~ V EPRES i0N a ~ I , v ~ ,
DBL. HCP \ ' ` RAMP g' ® ~ `7~ 29 { RAMP ~ \ 4g 7:`I J ' 91 5 E J LI i ~ a a oo ~ ~ ~ O ~ 6676 a -3 .81 ~ 5 E J LI i ~ INY I = . O C B3 ~ \ , •INV IN= .9 B ~ ; , _ C677 TOC 3 V5 ~ J r` Q
r 51oEWALK 0~ 9B _ ~ ( ~ , ~IN UT=2 .1 .5p9 INV T= I, 6 r 1N'If,IN=3 215 CB 8 W Q. N C e 65~~• IR'DH7UT. 2,15 77.
v,1 INV I - ' aF aA , ~ 29T - _ Rqo. INV OU = ~ w'
=295,53 ~ 4 ~ V =293 CB © t`- ~ ~ ~ ~5 . s ~ ~ ?q ~ ~ 15 ~ o W ~~''V f ~ ~ ~ ~ ;i,S tb v RO ' ~r,°'a~(F' og, l"~UJ/ Cy ~
o . ~ o P 30 VALLEY , \:20' AMP ~ C~ _ . ; - ` s~ .i - ~ ~
cP 8 Bel[] `'?DR-A ~ . ~ o ~ roy , ~
V r DEPRESSION ENT; t~ 1112 TOC=2 X0^1 C 7 J . GB29 TOC=29 . B INV IN=28 . T - .30 c1' ~ k : R p ~ ~ ~ J OC=30 7 ~ Q Q 00
INV IN=283 G 0 INV-I =2 B3 I ~`7 ~ _ ~ INV OUT=28 .5-1112" _ ~ C 27~ , , V WT- .01 ..'INV -241.8 CB + ; 22 / ~ r ~ ~ iO - ~4N IN 293.94 B 1 ' ~ r
p~ , ~ t~ _ • i T=290, C 7 / INV IN=28230 0828 ~ h c~ _ ? g YIf3 5 r ~ ~ . ~v urr_z9 ' \r ~ v~ . ,,.4 B 5~ S L • o 'f ~ ' ~E rN ~ m tY A C~- ce75 / ~ pax ~ w N
~ ~ fN 86,10 11 ~ - ! ~ INU.OUT=28220 2T" ~ • ~ , 'V as , ~ ' ' , ~°o -86.00' 3..... F, $ . r, INY -2 T RA ~ WAY., p ~ c0
r / - . ~ ~ Nv2oU1r-~~,,6i ~ s96 ~ ca ' ~a - IHY IN=931«8 ~ 01 ~J' DEW ~ (/A HO
.4 CB21 SING' E` H f.~ , , 3 ~ ~ ~ ~ - c .INV OU =292,60 CB75 ~J4 4 ~ DFfAtiVN IOC=307:19 Mo
RG4- CB28 T L's295.7 ~ ~ A - . Q... YI1 ' C=295: 2 N ~ ASEM T iO INV fN=2827$`6 9 ~ c~ VIN- YI15. ASEM T NU IN=292.42 C675 DB P / ~ G M M
_ ~ . ~ _ R 1 OUT=2 - 1115. 3 ~ r ~n L HCP INV OUT-282,58 8 h. ' ~ ~ . 0855 TOC- 22 9q _ - 29~, P S .32 CB74/ /r~ ~ ~ H~K~k3 o \ ~ ~ ~''1 ~ / GMM
r / ~ ~P 0 - 1 IN T~ 8.22 55 , - ' ~ 1114 T V' ~ C827A ~y R ~P 20 PRI V OU I 7 CB37 m ~ . 3005 ~ ~ . ~ r • , AwPRav>:D
~ ~ - ~ 2g VOUT= TOC-292.91 ; O _ 2 ~ ^a:, ' \J E ' / INV OU 8.81 C927A r 1 21 u ' ` DR IMAGE c.~ f.~ O IhlV T=29650 53 ,3fl6 \ ~ GMM
3 1gS INV T=2 . 820. r , Y© 1g T / ~ ' N y ~ _ ~ 19 9 F. 1,00 % TO 0. d" Rl 0850 ('~1 ~ N W l ~ w 3 ~ cs5o r-- ; ° " 1 ~ c~ ~ START DATE
S w q • OUT=286. 111 "'Y- TOC 29.72 4/ ~ 5~ ~ n°' ~ % _ ~ • C~1 INV IN= 81.72 - TOC=29.72 S IN ~ 2C65 ~ ~ LLEY~ N 3 53
r 4 slD wAU~ ~ 081 = .8 ~ ~ DBL B48A CF _ r ~ - r- INV OUT 287.62 O ATC I A MATCNLI E A VIN-28 I r, c - - ~ A rINVIN= 81.72 'd T 92.89 INV = 3.34CB5 INV N=291.G1 4 / Sj INV OUT 287.62 y j-291.5 73 ~ 1 • INV -288.8 2 !NV OU - ,.24 C852 37.0 E 5 / ~ 0872 ~WA~K JOB CODE
r R~ \ S , ~ 1NV OUT .55 B48A ' • ~ 1.02. I EWAG<• ' .INV 0 ~ 288. 9 C 1 9 0. SIDEIY LI( ' ; D81, HC I EWALI< . ~ 15•, C ~ RA P TOC 3 ~ ~ ' -
r / figs \ , 082- ~ ~ ~ 15' RCP „ r . , . , 3 ' y ,2, t.26 C67~ ~ ; ~
1 ~ ~ L ~ _ ~ / C~~ ~ ~ ~ d --29291 I ; ~ ~ ~ ~ .._~n
U ` y ; INV IN=288:4D CB27A : I CB54,T = 91,69 Nw ~i® tao.a p No.
INV IN=281.39 CB27 g . w.. jflD.06 LFa :1 D7 IN-- .84.085 0 6 06 LF" .~t 07 ~ 15"RCP `~500Q f:fi°-, UHAWING EL 7„ _ ~ No
J IN =2, . 9 CB26 - , 081.8 29 , ' - `V INV 2 cap •w ~
0 Q n o 2 ti CB49 mT- A--4A n 2 C H
=291,42 084$' ALL T0~29 A7 INV IN 5 3 D/ I~ C T- ~71 50 f J ftE

1, 1d'mimum tamer dearmce from curb tale of infersacting streets u` 'r., ,
shall be at leost 20 ft fran pacri of Tangency of fha curb. Na ~r ' n q ~ ]
drivexa shall enar " - \ \ 'T•, ys oath on this minimum wmer doarance, ~ ~ ~ ~ R " 2. All public streets shown on these plans shoo hove the full width of '`~r`'~f,~ 15„ RCP
. z CHURCH the right-of-way cleared and graded wilhln 50 feet of all street INV - EL - 308.00 intersections. The full width of rEghl-of-way shill be cleared and - I i
roiled fan Old hlilburnie 8u fat and Far - ~ , 9 9 f oa estvile Roads. ` I ! ~ ! ~ U g 4 J
3. For the proposed access p~nls an Buffaloe Raad and Forestville 15" RCP Road, the owner/developer is respansble far any caniiicls with ezisEing _ i. SEE SHEET SD-t, 2 AND 3 FOR SraR J P ROBERTSON FAMILY LTD J
M DRAINAGE SCHEDULE _ a proposed ulBities, draMage devices, fFe hydrants, uiiil ales, - ~ e. , INV EL = 3O7,Z4 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) street tights, catch basins or sim8ar objets within 23-feetpof ~ D B 7121 P G 321 ~ ; I . ~ v
r UNLESS OTHERWISE SHOYIN. drivaway centcdine. CanstNCtion rtrowkrgs wll show an inset showing , , ~ BM2000 PG 1791 ~ ~ ' ~ 1 ~ I v ~ ~ ~ ~ ~ ~ ~ X
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. dl dimensions and other informatbn required for construction. The • , ~ contracta wlTl correct an errors ar omissions uncDVered in the f I ~ ~ m~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFOR ED Y led, M ~f t (r ~ e ~d ~Q°~
` C' r°'4_ IN ACCORDANCE Y]iTH CITY OF RALEIGH STANDARDS ANp 4, the WC access romps will be provided kt accordanco xiih the ~ ~`.1.. AND SPECIFICATIONS AN ° D NC DOT STANDARDS AND Raley fnguleering Standard Draxmg SID~20.11, Where sidexdk M not -aa_ PIN: 1746-71-6233 ~ ~ REID.
. , AND SPECIFICATIONS WHERE APPLICABLE. requ&od bong the Public ROW, curb is to ba depressed at all camp ~ r. 5. NO SIG REID: 0273903 j r f r' u~ ~,N N
HT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, tocatlons shown on STD X20,11. ti, ~:'..ti.'',. - FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER 5. Private Street Inspeckian 5tatemeni - me aonslntcibn inspection R-4 ~ ; I i I ~z~~
~ >Lw, i OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE E TH of priwle streets within cPosfer units, condominiums, townhouse ~ • Q CURB uN E ELEVATION SHOULD DE PLACED WITHIN A SIGHT TRIA LE. devdopmenls and mobile home parks submlfted fa City oppro~Tl Is ; , ~ _ ~ - . ;LE. VACANT ' ? ~ r ~ ' ` ~ N
The responsibility of the ormer/developer, Coplas of certified Ob OUT= . . . , , , : 304,00 j 1 I , d ~ .C ~t DO
ins action re oils Invalvfn sub rode a r ato base, P P 9 9 / 99 09 Proofrolls, O> -..Cg79 aggregate base and asphdl densities and ihfdmess, Dnd other V ~ DBL HCP "`~~ti ' J L a,~ I V A -
v AMP . : pertklent infannallon must bo submitted io the Gltys Engineerkrg ~ AMP , ~r 1 r ~ ~~N~°'~~
_ ]nspecilons Manager of PO Box 590, Raleigh, NC 27602 or faxed to ~y W ~ - ~5 " s . ~ - , ~ 4 [phone], Contact Larry Anderson at {919) 831-11810 to obtain ~ 1, ~ ~ , r0 V ~ , `1 r~r ~ a~
, details of the chow requirements. ~ V > h. w - ,f _
' / ~ v , V P rt I ~ C 308,0 V r r 3 , ~ ~ I it ~ W j
• ' .C
8- \.,u =2 48 GB I .8~ A `]5"R~; ~ , _ . 1NV h' ~ V YIN- 2 9 r`;k 7 v.4_ _ ~..Y` . r! rr ~1~A I V I E S ~ 1„ rr , LOUIS 8c ~ ,
I OUT- 2,52 78 ~ t ; V OUT=2 .75 9 • . W ~ ~n , T c~:p V -CP r _ . INV EL R 301,29 1j ri ~J ~ '1 U o J C E C,
U ° 8 , B8 V EPRES ION ~ yr + ~
S E V cK: id7 INV I = . D 83 ' , ~ NO Ti~': T-2 5.i 8 C 9 _ 1 C87T TOC 3 - 1~ 1 ' ~ a`B 1
Cb,, n 'I~ , . INV T- D1. INY IN- 2.25 CB _ _ MINIMUM CORNER CLEARANCE ~ os _ 6 ~654~ INY3fOl1T. 2.15 e77., , ~ _ _ ~ , ,
F OM cb ~ z 4®a~o RAMP r"-.~,;' R CURB LINE OF ~ ~ 4 R w. 'r,1 'S 2 0~ PO 4 \ 1~~ f
4j ]4 - Vy `N INTERSECTING STREETS SHALL ~ .o - `w ~ ~1 ~ ' I r~ p 17 4 ~ - 71 W 1 ` ,r O r ~ -9 ~E ~8~ _ ~ ~ ~ , ; ~ ~ R E 1 D : o a 19 4 9 ~
, u~ ~ ~ BE AT LEAST 20 FROM THE :'•.,ti, : ; „ ' ~ sD v
, _ / ~ ? `~o~ D PAINT OF TANGENCY. ~ ` - - , G'~ W ~
4
. 1N 293,94 B 1 \ H , • - UT_29 NY, , 3$ • ~ . ~ ®~i ! ~ DEP Y
5 S L w , , o 1I'1 ~ ' o ER , • ~ CB75 E~ O~ ~ ~
296 0 -TO-Q~4 RA / ,.k~A\` ~ '
IN N=293,10 CB `1 / 5` SEW 'P ~ . ' a 3 ,
' ,INV OU -29260 C875 CB74 r¢~' ~ ~ ~ ' + . TOG=307,19 0 ~ - 1 ,
unuTr INSTAUntions aNO otHER PuDUC NV IN=29242 CB75 / FACILInES INClDOINC 9at1YADf5 AND NANaICAP = 297., 3 c' DBL P r RAIaPS ode m DE consmucrED aN ui s~Eers 32 CB74/ ~ .i ~ 'ti
kA SPE(7FlEa DY CITY CaOE. TNESE PACNTIES ~ ~ ~ ANA ~ p PRONTO nY THE CITY OF RAIEICH ~ / ;~k . ~ ~ HCP ALL E SO INSTALtEa NVIfSS A CIiAH[{ ~ ~ ~ r ~ - EPRESSI N ti
IS AUTHCRlZEa DE WRITTEN APPROVAL PapLIC (J CB53 ~ v / SANITAAY SEVrEE{ EA5EIdENTS ARE Ta HE AECDROED ~ % 1 =3 ,O j ~ , ~ (p L• ~ f ~ 1 ~~'v,
PANM Ta FlNAL ACCEPTANCE, (,J ' - / . INV T- 96. C^/ 30 . \ r RAh TRaNSPaRTa'naN N. CB50 ~ z cN•- ~ ~ r 3 ~w w 5 ~ .
T- TOC=29.72 P TOC=29 '8+ ~ ' 1 3 ! r I ' S WA . Pueuc un ' ~ / ' unes INY IN= 87,72 s IN 23.34 CB5 ~ 0~ 3 53 / 1 ~ ~ I ~ Cw ~ ~ . 1 • \ ~ 0
_ T 9289 INV 3.34 CB LLEY' jNY N=291 B 4 ,4' / ~ ( " ~ /nn` ~ IiCP CONSERVh71aN ENa1N d INV OUT 287,62 INY =288,8 2 INV OU - .24 CB5 37.D1 F. ~ V 0 i'=291,5 T3 / " ' StjJ ! V J r
! i ~i ,INY D'f 288.9 1 6 ~ ` f1_ U - y G , rj 18 P ~ ~ ~ Z
PLANNIN SI EWALK.. 0• SIDEW LK ~ OBI, HC , s. B72 aCk + ~ ~ I, , 15 _ ~ ~ ; ``C1 . . RAP `iOC-3 rp G1 / - - I I V E = 29.8:41 ! ! \z
~ INV ,2 ;26 C87 'A ~ ' , r W
. . .,.,w . ~ . 100.00 LF. 1.07 ~ 15 RCP 15D,DO i.F. ® 100.00 ®3.1fif f R ' - - p ~ 'C ~ r R P
9 • rr ~ 1 U ~ C7
, - : 'RL 5 EWA , CB7 ~ ' ~ r ' ~ Q U LEI 1~ ~ ~ ~
~ _ rr ~ J ~ ~ 4
-291,42 I UT=29S'T'FJ ~ " J B R ~ ;i`~ ~ ~ ~ _ . 12" NDPE ~ Q ~ ~
INY IN= 5 A ;T C= .7 ~ ! : / : •H ' ' ~ ~1 .INY OUT=28 .93 INk T= 93.7D 1 ` RE / ' ' INV EL = 302,01 i ! ~ t
y dp l . _ • ~ ; ' 9 9 0 : i. / : ~ G r
O A ag '
~ . S ~ DEPR S ON~ ~ ` 20 R ] r V' ' TE ~ ~ ~ ALE r ! ~,~a' i ~~1 JAMES
INAG 0//cc~~70 C7 51N, E '~I , ~ ,
` „ . EA T -z9tT 5 ' o iP ' „ . ~ D B 4 ~ o
r~; - . 9 ` ~ ~ ~ , v . ~ ~ , j ~ r, .r C~fo 12 NDPE
'V ~ a ~ ~ i ' s, VAT , GB69 r* ` _ ! ! ,,j Env ~L = Jo3.4~ B M 19 = v~ ' ~
4 % 18" R 187. LF. ~ @ 1.95 % 15' RCP•'~ ~ 1115C TOG=295.66 ~ 0 O A ~ ~ ~ A? v TOT= IN-291.14.CB6 EAS ~ .,CB67 L. GP ~ A5 EN . , ~ -;4 , , ~ PIN: 17
B ~ ~ ' ~ IN UT=286,00 } _ TO~-- TOT= 6,35 ' WA r ! INY IN 389.0. 68 ~ _ v
NOUIT=289.89 GB69 SI E~ [ 282 ~ , i _ - ~`t. h~ Yi15C , ~ , INY' -288, I ,t0~Y1158s: GUT=299,DD 1!~ ~l R E I D
Yli4 I ~ - I f T + as NEW EDGE OF BAN , ; , ' , '
N ~ X287.6 9A T ~ ~ ~ ~ O 569 LF,-~~0;~0%~ " ~ _ 'I CB66 ~ ~ ~ ~ + ~ , {i~?2 RCP ~ INV.. - 7.62 (Yllfi} ~ INV OU 92, 6 Qh ' ~ T 9• b MAINTENANCE ' ' i t; ; , ~ Gj C~
5 VALL r O 9 92 E EASE C7 V N=288,3 CB6 _ - ~70~ TOG- fi.03 0846, i UT=2 26~C9 .0>:~ SEMENT ;r j r
INY 1N= 46) TOC=291. ® ~ ' 9 ~r , ~ ~y ~ CF, o ' ` ` ~ J RECOMB N V Q r ~ r - AT ON ,
V OUT=2 9 (C 5) ..ao ~ INV IN=287 (1114) }'15'J, 5~ ~ ~ p 5 S~~E Cf 20 IV Q OSO, . U B L la ~ in . INV OUT=2 1, CB46 R ~ ' .5a B O DR AG „ .0
9. f. 12 % 1 R ' _ ,;1 { ~ WILL OCCUR THAT w , r, J
-'ti TOG 29 I T N , 4g, ~ 6:' r P INV I - B 86 o I 6
p~ N = . 5 C865 FES-5 2 ~ ~ FL OUT=285,fi1 ~S-5 ~ i; ~ WILL NCORPORATE an=za5,so ~ r r ~
, P ®1. P~ > ~ ~P : S ass - c~ _ _ - 5 , l.' ,
, ,...t.. > ' ® ° POND TO { 4 00 , JI POND TO BE MODIFlED ! `r ~"T 1 LAND N TO TH E
~ ~ - 29s Asa ~ ' ~ BE 5' IR M D BLI DBL. H 6 _x..- - IN 5ZE AND IN 51ZE AND USED AS WATER
CB44 SI EW K / ! D LK RAMP TOG=295. ~ ~ o o I •1 ; QUALITY DEVI B ~ ~ ,g -sIDE1YALK 3s 4 . NEW POND 51 OC~la4,9 NV IN=289. - CP.. R~, QUALITY DEVICE I J': NEW POND SIZE = 2.0 ACRES p r ! r D E, /E L 0 P
29 ~ ` , . IN =28. 99 {CB45) 3 BL: HCF~ k28 45 C88~PRESSION 4 ~ °~t ~ ~ V M E N T, - i '
INY 0 0.74.,{CB44).. ~ t M18863 - 3 ` 79 ~ 29 - Q.;~ rI ~ : ~ 9 0 P91 33.08 LF. ~ - 29D.85 _ . , V , F BS.e
~ ~ 1 ~ 86 INV OU - 85 C8 3 ~ 1? + C. ON , ~ <<~ POND 3 , , ,
sQ zs] n2aB ? , • 281.00 ?yg ,i , P 85.80 ~ r '
62 ?9i, ~a=293.25 1 ' =2T oD n ' 20' VATE T - ~ ' POND ~oND , !
° OU = 75 1119 ~ DRAIN G INV`OIIT=BD 1719 INV IN=286,55 CB63 v . 29 - ' ` SURFA E - _ C EL - • EA5EM NT ` ttu.llll 2as,45 cfis2 y, .~4'• ~URFACE EL = 293.5 ~
~ a C y AT TIME OF ~ ~ ~ ~ ' f _ , ` , 4T TiME OF SURVEY '700. ! , C&~TANDARD
®1,27% t5" RCP i JAMES
5' - - SI E AL1 G' - z4.ez tF ' ~ i 15' RCP ~ ~ r ,
4 3('`P TVA 2 'gig o ,s, 9. , DRAINA E ~ ~ Yf20A 5 T , .P EM FES-6A m • ~ _ ~ _ FL OUT=291,00 l.,r ~1
EASEMENT ' csi _ _ ® INV, IN=266.a5 . , nzD i.ao ®4.oax i i . ~ ~~,J I ~ r ~ D B ~ ~
. . ~ ~ ~ ~ ~ ` ~ 20`'RR V T o4 INV. OUT=•208J5 T01-29245 E . ~ 294 INY. IN=2aB.43 i~~~ r 5
; ~ N ~ ~ ~ c~s1 .7de DR NAGE.. -28tOD E.n FU.. TOC=267.27 . ' - 3 ~ ' •'7 ~s-7A~ I: , ~ ~ , P N : 17 4 auT=zszao ~ ! , ~ ,
IN=276,22 Y119 Q V IN=283.27 CB62 w ~_FES-68 Wi=276,12 1118 ~ ~ I OUT= ~ ~ a 0 • " ~ o FL OUTa281.00 Y 283.17 CB61 REID
'C857 VALLEY 5' 70 _ 733 " , 550 20 PRIVATE 'RIVATE ~ ' ~ I { r O
19.50 LF, a~ - TOG-283,94 ~ E E CB58A IbEWALK V CB60 . vF. _ . - k00 DRAINAGE NY OUT-280.00 C657h ~ TOC 285.18 7.5.50 EASEMENT 0 D,SD% TOG=285,44 INY I =281.1 61 ~T • MENT ,~I ~ 3
H e~' h~ Q ' , 18' RCP I Y OlfT=281.49 CB58A INY OU 281.08 ~ •4p. , ilA4 PI
_ -~.._x... _ _ - , . . SINGLE HCP ~ _ ;
. . 0. 'Z3 N® ~ N® EAS ~ oc0.i' 95 • .o ~o NT o : I~, I( 1- O
I ` W I.1. f Q
r I i ~ 8560 l .I I ' ~ O z C}
3 E .74% 18" RGP" , 226, 9 L - _ ~ . Jy HCP =~l~1 I,, ( ~ ~ Z 00 - I r I ~ ~ ~
CB5~EPR SSIO 0 ~ ; ` ~ 0)(30 - TD =285.62 285 2 1 , - IQi~ I W = LO .a lay I ( I
QT LD ~ CB58 iNY I =278, CB59A ~ - T ~•9 2 2 _ INY I =2BD 2 CB60 Qc I
_ TOG-285,43 ~ U IN IN-2 .84. 51A ~ 8. 4" Y L INV IN=2 INY OU 27 79 CB , ~ ; a1,33 cBSSa ; ; ~ GRAPHIC SCALE ~ ~ w ~
-2BI. I IN=2 .29 10 INY..1N=278,14 CBIl c- ~ 5' ry 9 INV UT-2 ,Q4 9 INV OUT=278,04 CB10'. ~ . CB59A J ~ ~ ~ SIDEWALGt359C 4 V i ' ~ ~ ~ d Q I ~0 D 30 fig i2D 24 ~ ~ ~ (Z'
C856A~ ~ ~ r-- TOC=284.47 ~ ~ ; ~ TOG=283.77 ,27 CB7 ~ ~ N . IN IN=279,23 CB598 ~ INp~rT 7p77 1 !
a m 28 t-- INV T=219.13 CB59A SIN[f~'PiL"P 31.0 LF RAMP a: I ; 1 w N
2aD e D 5D%; I ~ (IN FEET) CO
f5' RCP. ' ~ ~ I ~ DRAWN ' I i ~ 1 inch - BQ ft.
: r.. , „ t r I GMM
rrJ~.m'.:>Y{!a::mrr§! md.:mrrs,;.ep.ml...~.~~~ i m.::es:~. mv; :CB59B - : ` NECKED
TOG=283,77 r f/) " m ' . 0 INY IN=279,62 CB59C ) p ,D~ 20 X 20 , GMM ~ I C DD,~, II II CB-RWL1 ` iO `I. I ! ~ APPROVED
W 1 ,INYDBT=279.52CB59B Bl1.U~CE AMBROU.S Ck °RCP Z ' ' 0 V J Ck V D Y P TOC 3D220 ; I'
2,320 2 s~o~ FS ~ ~ ~ ` 5 0 ~ BRAN7LEY N 7LE Y IN-298.69 ~ I GMM FT. OUT=288.79 ~ I I I ; ' I ~~~~~~udtu ~ irr ~ START DATE
U ! ~ 1 2,62CFS o EASE ENT ~ Q ~ ~ DB 2439 PG 18~ S I 9 PG 1840 50LF , ` ~ i I, A, tiN9,, ,
~ 1 1 ~ ~ N ~ ~ N ~ ~ PIN: 1745-79-4.9 15' RCP I ~ JOB CODE i-79-4.962 oaSGr. ! St ;
r~ ~s-RwzA
REID: 00958 ~ 94 J Q ~ ~ ~ ~ ~ FL WT=298,54 I I ~ ~ ~ 6 ~ - T
R-4 6 NIGH SOLID WOOD OR 4 I CLEhNOUT ALONG E%ISTING j j ~ o,, DRAWING
SINGLE FAMILY A M I L Y OffCN IJNE FOR POSITIVE FLOW ~ , No.
CE TO BE ,F' AI I ~~I-
~ITCD~LL'v I ~ INSTALLED WITHIN 5' OF
C-4B

`V/ . _ ~ U
0
~1-- SAN I TA'~'f y.:- ~ r / N ~ EASE T z,.l 4'x a.' eox -
/ SEWER (f) ~ z TOP=277 - ~ (n ~ (n - OPEN TOp YA1H 4 REBAR ~ ~ cn - ~ ~ ~ J
~ EASEMENT ~ r- ~ = pLAOED 4" O.C. FOR ~ ~ DBL CB56A o YI1 U TRASH RACK 0,69'LF J
' ~ o ~ o INV. OUT=273 9A) d- o TOC=2$1,90 0 - " T01 281. ~ Ynm 1O" ORIFlCE 1N BOX, ~ ~ ~ ~ ~ 48" ~~RCP ~ ~ ~ `m a~ a
~ o ~ n C7' IN =276.03'YI18 ~ - 0 , B x 8~ a Cg ~ IN IN-2~ YI19 - ~ NOTE: LEAVE AN OPEN NG IN 0 S FOOT. _ Uj c ~ a
' o o, INV O =2 5.5 CB56A• IN OUT= 712 YI38 - . o. „ WITH AN AREA of ApPROx, . 8 OG=284,44. THEN kN5TALL METAL PLATE WITH 16" ~ ~ ~d ~0)0.~.. - =O
s ~ ~ ELEV. OF 273 INGLE ,P ~iNV IN=2 3.94`•(YI12) ~ ~ Cq DIAMETER HOLE AT AN O~ zcorrn i ~ VAT ~ ~ .r., ~ ~ a ~ ~ ~ ~ o
,AMP ~ 19.5{x': - OUT=27 .84 (CB41 } ~ _
W ~ ~ o.5a~ 4x4 ~ . ~ AIN Sz I I f'`' ~ r ca
_ t8 . RCP ,RISER STRUCTURE rl- , AS ENT / r Q ~m~~~
~ - t~ 280 33 ~it9dCY ~Lk.WAY E9..277 Qy~ -
i~ ~ ~ • Yi2 FE5-8A ~ a ~ rn rn FL. OUT=289.00 o
. . N $ To 30D.a~ NEW EDGE OF BAN ~ ~ ~ ~
N p• ~ _ • a00 I IN=285.51 YI23 + 285.0 , ~ w
,u o , ` ; ' ~ ~ a . r _ _ INSTALL 2'x 10'x10' CONCRETE BASE J 'L 5.69 L.l= ~ 0.50% •4,~ v our=285.4 'I ~ ~ MAINTENANCE ~ ~ D z RCP ~ EASEMENT
" CRASS SECTK?~ OF DAM .74%
2 :39 t,F. ~ • Q r t~}S 60 (J r~ ~ ~
~ 3' o. '6
SINGLE CP ,o ' ' ~ryc.r 0X30
TRASH RACK DT L~ 3 45p T 03.0 , lN~ 6,3$ CI364 ~0' - , Iv ~ ~ W
"RCP
38 L CB56 , o INV OUT=285.88 Yi23 ~~q 'INV IN=286:53 CB64 ~ ~ ,'D N~A ~ ~
. ` FES4 h -281. o' A M FES-5 ~C
TOC=284.44 ES3 ` ' 1NV.QUT=275.00. C89 ~ . I INU O ~ 27 .36 ' ~ ~ to ORIFICE ~ ~ FL. OUT=285.60 _
' . ~If f ~ I. NV IN=273.68 (C842) ~ ~ FL IN=273,0 C856A
~ 27 CB7 ~ INU OUT=273.58 (FE53) ,1~--~--~~ t ~ V
'
n; CB6 ° POND TO BE MODIFIED ~ 0664 TOG=294.95 IN SIZE AND USED AS WATER ~ a ~
54 L.F. ®0,40% 4x4 RISER STRUCTURE h`~ .INV ~.Q ~ h ,INV IN=287.20 C$65 QUALITY DEVICE ~
36 RLP ~ ~ I ~ ~ ~ ~ RAM RAM ~R=287.3a NEW POND SIZE _ ~.0 ACRES _ W
~B6 aaa X664 _ ~
aaoaa aa-~aaaaoaoaaaaaaaaaa as oa aaa oaaoaaao aaaaaa aa-a as a ~aa-~aaaaaaaaa • W
aaa aaaaaa as aaa POND 2 DETAIL , . ~
m ' 2 9 5 + 285.60 ~ ~
S 2A # w „ z POD 3 ' 47.31 LF
INV OUT= 72,80 36 RCP i 15" RCP 285,60 + ~ J
Q(2) WITH DETENTION=2.32CFS = t~ 2.11% J
Q(10)WITH DETENTION=2.62CFS TOP=290,5
Vv OAEN TOP WITH ~4 REBAR PLACED 4" O.C. FOR SURRACE EL = 293.5 v
TRASH RACK , " , INV, OUT=285.5 AT TIME OE SURVEY U) ~ z
WITH 10 ORIFICE IN BOX, . NOTE: LEAVE AN OPENING tN BOX ' WoQ=
' WITH AN AREA OF APPROX. ,8 SO. FOOT. C~ z l= c~ FES-6 ~ H D P 24.e2 LP Q Q U w
THEN INSTALL METAL PLATE WITH 12" , DIAMETER HOLE AT AN ELEV. OF 285.5 ' FL. IN=291.oa
` I N ~ E ~ = 9 . 4.03% ES-7 . ~ a. ~ Q
4'x4 FES-6A ~ . IN=293.00. ~ ~ ~
ISER STRUCTURE • . R FL OUT=291,00
~ Q5 QNERC~FICY 3PfLLWAY ' SIDEWALI( ~ 71 = 74.91 / ~ 6.2so,~ 2 • . ~ o cn
S' / ; ~ YI8 ~1° . INV IN=270,65~(C66) ~ _ rC1 ~ 5. 5.. ~ I= ~
3 TOl-272:3D FES-7A 88.43 FL. OUT=292.00 ~ O
~ TOC=26 ,76 ' - 90 C ~ INV IN=262,1 8 88.43 . ) as Rc~ 3 ' 1 V OUT=270.15. CB .33 ' , , nn FE5-66 ~ LJJ +J
~ INV 59.50 (CB4} 2 _ - INV OU 62.07 (YI7A) . INSTALL 2'x 10'x10' CONCRETE BASE ' INV OUT=25 . (CB2} ~ ~l~'`'. FL. OUT=287,00 ~ O ~
d' 2~9 RC
_ _ . CR05S SECTION OF DAM 97. ; ' go . h' , 97.3 1.5" ~c `o: ~ 64 20' PRIVATE w ;G ZgS. _ ~ k DRAINAGE
T ....4.80 _ - Q _ ~ ~ I'~TS ~ ~ ~o 2a5,5D EASEMENT - _ ~ ~
_ .29 (YI8) ~ I .
S OU..=2 .19 ) _ , . - _ • ~ ' TRASH RACK r , , ' , ~ DETENTION PIPE f~3 ~ LL.I
Q" t ~
~ ~ _ ~ ' ~ ~ ~ ~ 36 RCP • ~ ~ ~ ~ Q
~o`° TOC=267. - ~ ~ ~
N , INV IN= 3 ~ - ~ ~ 65~~° ~
OUT= ~ i2 ORIFICE C
T = g S ~ - ~ / OC 258.5 , ~ ~ ~ 64 ~ e' , , Q 8560 X O
_ . o INV IN=253.68 CB3 ~ ~ _ ' . ; I---
' INV IN=254.18 (YI2) , 26 2Q, , ~ ~ 3 N
IN T=253.18 (CB2} ?6 RY N R STRUCTURE REINFORCED o ~ ~ 4x4 RISE REINFORCED GETA BPS~3 ~ FE
~s ~ E - ~ © S swAtr~ ( , F C5 2 [1fI' I 4 (SC 50 LIN } TOP TRASH RACK = 290,18 swA E ) ; INV IN - 285.18 (36" RCP '
- T a~ ~ ' Q, INV ,OUT ~ 286.08 36" RGP) ' , •
2 tea; N ~ ,0 26.1..... ! ° N !Q ~ INV OUT = 285.08 #4" PVC) .
~8 /~I INV DUT
S ~ s \ POND 3 DETAIL 4 ~ ~ ES2 ~ 4 PVC = 284.62
' ~ INV 00 YI2
T01=259,77 ~ - C ' 259
INV IN=255.37 ( } ' s
VOUT=255.27 'CB a. (r a
- i ~ , - o.~ cv a 25 , GRAPHIC SCALE
0 PRIV _ ,
B1 - ao 0 257 ' TOC=256, , a a 2a as ~ ,sa
EASE / ; V IN=251.66 CB2 ; ~1 F , E.
( ) 256 • INU OUT^251.5 z
- ~ 4'x 4' eox (IN FEET } GENERAL NOTES 0
0~ ~ ~ 55 1..T ~ INV ~ roP=251 1 inch = 40 ft, 1, SEE SHEET SD-1 2 & 3 FOR STORM DRAINAGE SCHEDULE. rn 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35)
' (F OPEN TOP WITH #4 REBAR IN= B1) INV UNLESS OTHERWISE SHOWN.
PLACED 4" O.C. FOR ' 256 0 ~ Y11 TRASH RACK 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. ~
N INV. OUT=246 CP WITH a" ORIFICE IN eax. 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED N
NOTE: LEAVE AN OPENING IN eOX 9 IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND U W
' ` 25`a i ~d„ WITH AN AREA OF APPROX..8 Sk. FQ07. O THEN IN ALL METAL PLATE WITH 8" AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ ~ Q
'~Z DIAMETERTHOLE AT AN ELEV. OF 246 „ ~~p' 1. 5. C CB1A 2 AND SPECIFICATIONS WHERE APPLICABLE.
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ ~ ~ O
' TOC=2 2:65 FES1 ~ ~ ~ ~ 4 4 x 4 INU OUT=246;00' : ' : ~1 y~ ; , . I UT=2 6. R[SER STRUCTURE FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER W LL ~ ~ OBJECT E WE N 2 FEET AND 8 FEETIN HEIGHT ABOVE THE ~
~ ~ Aas 1 ~o' B~iCY sPILI.WAY CU B U E L NATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. Q O Z DD
0 =252:1 zsa a, ~ ~ 6..259 I IN= 6.07 3-48 PIPES 36 LEN N0 TE: F' ~
V OU =26.00 ` GRADE 0.0~ 246.0 a»e+ tiui ur u p NOTES: W C.0 = ~
" ( Q 20 P s' c~ MINIMUM CORNER CLEARANCE ,~~``,1~~•• 1. Minimum comer clearance from curb line of intersecting streets ~ Z U ~ Q:•• shall be at least 20 ft from paint of tangency of the curb. No Q ~ W
DRAT 3 R <<~ , EAS ~--INSTALL 2 x 10'x10' CONCRETE EASE FROM CURB LINE OF ~ S `~q(••~ iveways shall encroach an this minimum earner clearance. ~ Q Q ~
3~,r-b 1N TERSECTING STREETS SHALL = p,L ~ ,All public streets shown on These plans. shall hove the full width of ~ LL ~
246 CROSS SECTION o~ DAM e right-of-way cleared and graded within 50 feet of all street
•g ~ ~ ~''"`~D TEN110N PIPE #1 . BE A T LEAST 20' FROM THE "s ~ -`intersections. The full width of right-of-way shall be cleared and ~ m ~ 'graded along Old ldilburnie, Buffaloe and Forestville Raatls. U
R INFOR O VEGETA1IUE , ~i PO1N T OF TANGENCY., '~N. N~ ~ ` 3, For the proposed access points on Buffaloe Road and Forestville DRAWN
5V~ALE (SC 250 LINER _ ~ ~ F. ~'!t'rr N1 MO1~1,;~', Road, the owner/developer is responsible for any conflicts with existing rq+'++i++nuti~+~"~ti or proposed utilities, drainage devices, fire hydrants, utility poles, GMM
TRASH RACK i / street lights, catch basins ar similar objects within 23-feet of HECf~ED
36° RCP driveway centerline. Constroction drawings will show an inset showing GMM
S, r~ all dimensions and other information required for construction. The UTILITY INSTALCAitONS AND OTHER PUBLIC APPROVED
13 LEVEL SPREADER - ~1 fNV DUT FACILTlES, [NCLUDING 51DEWALKS AND HANDICAP contractor will correct any errors or omissions uncovered in the field. RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS The WC access ramps will be proarded in accordance with the G M M
INU QUT 8 PVC' M 245.75 CE AS SPECIFIED BY CITY CODE. THESE FACILITIES Ralei h En Ineerin Standard Drawin STD 20.11, Where sidewalk is not START DATB HAVE BEEN APPROVED BY THE CITY OF RALEIGH 9 9~ 9 g
J L ~ 4A1FI 36: PVC = 246.22 / , ~r AND SHALL BE SO INSTALLED UNLESS A CHANGE required along the Public ROW, curb is to be depressed at all ramp IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC locations shown on STD 20,11.
REINFORCEa ETATfVE - ' SANITARY SEWER EASEMENTS ARE TO BE RECORDED # JOB CODE PRIOR TO FINAL ACCEPTANCE, 5. Private Street Inspection Statement -The construction inspection
( } i SWALE SC 0 LINER of private streets within cluster units, condominiums, townhouse
TRANSPORTATION SERVI developments and mobile home parks submitted for City approval is
' TRUCTURE 4x4 RISER S 13' kEVEL S FADER: ~ ~ • ~ ~ ~ - the responsibility of the owner/developer. Copies of certified QRAWING PUBLIC UTILITIES inspection reports involving subgrade/ aggregate base, praofrolls, N0.
BP5 1. ~'S • TOP ASH RAC = 250,63 ,
_ ~ ~ . ~ ~ INV IN = 245.7 6"~~RCP ~ ~ ( „ CONSERVATION ENGINEER ~ t3 a$ aggregate base and asphalt densities and thickness, and other . Q pertinent information must be submitted to the City's Engineering
INV OUT =24fi.30 36° RC ei~t niiT _ ~e~~iG Ic nsm PI ANNING ..14 ~~.3~®~ Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to ~ - q...
/ It11 VV LTV /U U f Y1! ~I I V [phone]. Contact Larry Anderson at [phone] to obtain
J POND 1 DETAIL details of the above requirements.
1~

r _ ,
N ~p _ CJ
T 4 .00 Oa 2 6 E0. o ~ _ -
- 4 20. P u T ~8, 43 ~ ~ ~ c > u r.
DRAT _ c ' ~ 4= x ~UU JJ o © o
-v ~ ~
EAS _ FES-~6B _ . o
FL. OUT=287.00 ~ " o °
L. ~9 2. . 24
_ 1 ~ 9
1 ~ Q 17.33 ~5 ~ ~0 2U PR d~m~~~
N I ~ PI Q ~ ' x~~~ DRA ~IAG
c..~ , , ,
~ o 285,50 EASEM E ~ ~:f----
~ 0

~6 ~ , ~ @ o. ~ DETENTION PIPE ~3 ~

F
~ =7
T 0 U 2. . r . J
_ 6 A. Q
N 7 L 2 , NU, » r--- 0 5o a ~ w
P = U 45 7 27 INU ~ . OT
~ o
P = 46. 2
a. U
R IN F C U E ATI UE ~ . : ~m
4 F 4~ ~ . o o I WA E S R
~i r R P 6 ;BPS 3 ~ ~ ~
R NF 0 RE NFORCED ~ m ~
. TOP TRASH RACK = 290.18~~, ~ ~ Q
A i A S B 1 S~AI~E (SC ~ - _ - ~ ~
TP A INU IN - 285.18 (36 RCP} ~
_ ~ , ,s, RA 2 U INU OUT = 286.08 36 RCP} z z
1. ~ I N U ,e N 47 3 . 6 RP C
INU o T 246. 0 3 R INU OUT = 285,x8 4 PUC} W °Q =
' ~ c.~ ~
OT- 4 C~
A INU OUT ~ v W .PUC = 284, 62 ~ ~
TOP OF TRASH RACK = 250.63
2O LF 36" RCP @ 0.4% NATURAL GROUND=246.25 T= 7 U P 6R
~b
WITH T NTI = 22 LEUEL SPREAD"ER ~3 w ~
2 Ofd .32 CF i ~°o
z46, o0 J L ~ ~
1 W TH D T [vTI 0 ON 2.62C F 36 248.63 ~r
~W
6n
246,3 ~w
245.75 U~
~ cn
8" ORIFICE INV OUT 245.75 '
fNV OUT 36" RCP = 246.22 w
r, 'I~~„
w
J
TOP OF TRASH RACK = 290.28
7 LF 36° RCP Q 0.5~ NATURAL G OUND=288.5
~ 285.50
a ~ < <L
L 36" 288.1$
L t i
. DISSIPATER PAD SIZING 6'
1 FAR BPS STRUCTURES 28fi,0
- .
J ~ BPS# PPE AISSAP 70R PAD Q5O 285.18
t~' ~a ~ n Q(10) ~ <<`~ ~ IN UT= 4 . 26 )
Y -1 INV OUT 36" RCP = 286.05 ORIFICE INV OUT 285,0$ `~`i+,~fuullll Iru \\~~\t ~ 1 r r 1 r ;/r
` , ` A 1 BPS#1 36 ~o x x 1.3 7 8,13 5,86
1 . .4< ~ L t ~r ~ 3~ 10 X 13 X 1.3 7 5.86 L',9 ` ~ y q~ : ~
~ ~ ~ ~ FES#~ 2,3z I S 3G N . 0 ~ p
~ _ , , ~O' ~ ~u ~ ~
BPS#3 36 26 x ao x 1.9 0.65 5.86 L ~ . O ~ ~ 0 RA T 4 L o
, < << 20 P u T ~ x as9 5.86 ADS#1 15 9.s x a5 3 N,~
i L ' ,
DRAT 4 ~ ~ ~ s ~ ~ C>2(10) WITH DETENTION
s~ L , , ~ EAS GENERAL NDTES J FW- ~ f. SEE SHEET SD-1, 2 & 3 FOR STDRM DRAINAGE SCHEDULE. J ~ O
LI / ~ ~ 1) 2. ALL SANITARY SEWER MAINS SHALL DE PVC (SDR 35) ~ (p O
4 ~ GRAPHIC SCALE < ~ Wi, ' UNLESS DPrIERwISE SWDVM. ~ ~ O 3. ALL WATER MAINS SHALL BE pUC11LE IRON C15a PIPE. W a CU ~
20 0 10 20 q0 BD e 4, ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ U I AND SPECIFlCATIDN5 AND NC DOT STANDARDS AND O
O . V ~ ~41~V J k j'.-P~ AND SPECIFICATIDNS WHERE APPLICABLE. LL O z ~ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTNG WALL, h-
IN I'EET FENCE, FOLIAGE, BERM, SIGN, PARKEp VEHICLE, OR OTHER LL1 O I ~
1 inch = 2D ft, R NF G TATIU NOTES; OBJECT BETWEEN 7 FEET AND B PEETIN HEIGHT ABOVE THE O 7, C.~ 1, Minimum comer clearance from curb lino of intersecting streets CURB LINE ELEVARDN SHOULD BE PLACED wiTHIN A SIGHT TRIANGLE _1 ~ Lil ¢
shall be at least 20 ft from point of tangency of khe curb. iJo ~ Lr --I ca
SWA L S C2 50 IN ~ R driveways sha11 encroactl on this minimum corner clearance. LL. Q
`p - LEVEL SPREADER SIZING 2. All ubfic streets shown on these Ions shall have the full width of UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ] LL_ ~ P P FACILITIES, INCLUDING SIDEWALKS AND HANDICAP m the right-of-woy cleared and graded within 50 feet of a(I street RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS ~ N
AS SPECIFIED BY CITY CODE. THESE FAGILIAES ~ TER Intersections, The full width of right-of-way shall be cleared and HAVE BEEN APPROVED BY THE CITY OF RALEIGH U ~
LEVEL SPREADER R1'/hr Q2 graded along Old Milburnie, Buffaloe and ForestwTle Roads. AND SHALL BE SO INSTALLED UNLESS A CHANGE ~
cfs STRUCTURE CALC AND SIZE cfs Cq1 X 13 -LENGTH) 3. For the proposed access points on Buftalae Road and Forestville IS AUTHORIZED BE WRETTEN APPROVAL, PUBLIC H) SANITARY SEWER EASEMENTS ARE TO BE RECORDED - ~F. Road, the owner/developer is responsible far any conflicts with existing PRIOR TO FINAL ACCEPTANCE. GMM
0.334 1,86 0,334 (CFS) X 65 = 22 LF P# or proposed utilities, drainage deurces, fire hydronts, utility poles, ~ a CH)=CKED
street fights, catch basins Dr similar objects within 23-feek of TRANSPORTATION SER
0, 4 0,43 BPS#3 0,0774 (CFS) X 65 = 13 LFtr~ir 077 i = 13 LFtrTin) driveway centerline. Constriction drawings will show an inset showing Q GMM all dimensions and other information required for construction. The PUBLIC UTILI11E5 ~ ` APPROVED
A contractor will correct any errors or omissions uncovered in tha field. ~ ~ 0~ GMM
0.59 S#1 0,~~ (CES) X ~s T 13 cr~in 0,11 AD T 13 LF frlln) 4, The WC access ramps will be provided in accordance with the CONSERVATION ENGINEER START DATE
Raleigh Engineering 5tandord Drawing STD~20.11. Where sidewalk is not required along the Public ROW, curb is to be depressed ak all ramp PLANNING
locations shown on STD X20.11, JOB CODE
5. Private Street Inspection Statement -The construction inspection
FIRST FLUSH = 1"/HR of private streets within cluster upits,, condominiums, townhouse NOTE: developments and mobile home parks submitted for City approval is DRAWING
= 0.1799 5~57(i 2 ear s~orr~) the responsibility of the owner/developer. Copies of certified MINIMUM CORNER CLEARANCE
Y inspection reports involving ~subgrade/ aggregate base, proafrolls, FROM CURB LINE OF NO'
aggregate base and asphalt densities and thickness, and other lNTERSEGTING STREETS SHALL
~(C) x 01799 = Q(1"/hr) pertinent information must be submitted to the City's Engineering RF QT 1 FAST FRnM TNF ~ - ~ I I , , , nn n inn n.,. 1,A RII~AII [_.._J l_
U(1"/hr)(cfs) x 13 or 65 = length of level spreader requirE 'r required inspections manager at ru tlo$ oyu, naeign, irk, troW or Met] to
13' minumum length required 130 max. length allowed ,lOWed (919) 831--6339. Contact Larry Anderson at [phone] to obtain POINT OF TANGENCY. details of the above requirements.
-SEE ADS DETAIL SHEET FOR SPECIFICATIONS ON STRUCTURE

N
1~" r+" ~ SfDEWALK~ b SZ MATCHLINE A' q 1` / ~ ' ~ ~ MAC NE A MATCHLIN ~MATCHLIN I pl ~ c~ 15~ r MATCH INE A r~ j ~ ~ ~j Ln
~ s 1 qF
~ ~ ; ~ ~ / ' ~ ~ a _ J
Q _ n ~ _r ~ ~ 6 l3s a , o~ ~6 D 8 x ro
s _ ..----I o m . ~ s o ~ 9. ~ m - ~ 0 ~ D
~ c~ s S , ~ ~ - ~ a~, o~ 'O ~ ~
6 ,ti c~ 9 ~ Oj 91` ~ D ~ 5 ~ Cq poo Oto cYi ~ ~1/~ I
S ~ , ~ C~ ~ ~ ~ V ~ Ir w ~ ,Q 4 0 0 0 Q rv w w ~ 6 9 2 T I~ 11 rte. ~ __i I I... ~ I \ ~ ~
. 0 0 o N ~ 6 13183 s. ft. w N 9 s > q m o o ~ J 0
•,m ~cl 8 0 N cn ~ ~r o sa ~ S ~ S s ~ c
S w ~ ~ ~ q ~ q ~ 9 ~ v' ~ r ~
1, r,t. ~ ~ a ~ teza5 t~ C3` C7" 0.7 ~ © O ~ L(') d' ~ Q m r ~ ~
~ ~ 81
~ ~ ( ~ ~ ~ 1, 6 ~ o
' ~ 9 7,504 s ,ft. 3 ~ ~ ~ 8, 832 sq. ft ^ cti o In ~ Ln ~ a~
. V r: S/~ ~ ~ ~ 7• 5'
/ O / ~ ~ SIDEWALK 0 ~ 79 Q ~ \ S 0 9 ~ ~ ~ ~ EVlALK
~ 2 . ~ ~ 9 ~ ~ S 6 ~ ; . 18 606 s .ft. U ~
9 ; s S , ~ ~ 1
9. ~ 80 A Q~ W l`'
~ ~ ~ ~ I q a 1ti~ 11 500 s .ft. ~ ~ q
4f ~ ~ Q, ~ , DBL. WC f`~ oU 00 © N DBL. WCP Cp Ln ~ (77 r. C37 ~ ~ ~ Cn N I~
w i3 0 a 9 78 C~ h 0 6 ~ ,;i AMP AMP HCP ~ ~ ~ i~ C.O C11 ~ 1\ ~
EN:. SPACE ~ s , o a h~ ' DEPRES51~ ~p ~ ~ Is} mil" ~ Cp ~ _ ~
8 ~ s~ 9. 12 509 s . f t. LOT 5~ 3 ~ ~ ~ o , o ,
~ q~ ~ ~ ~ a t ~ v, ~ a ~ a ~ '`~o ~ ~ BIRCHM DR WAY PUBL~ HT W ° 1-.~~5 -iRFAN 3 W ...r
/ ' AREA,~_ 3:797 ~A ~ ~ j S ~ 7+00
5 6' a ~ a 835 ao ~ / ~ o
~ ~ r
3 ~ ~ j ~ 'D 9. - - S 6 15 235 s .ft.
~o ~ s ~ ~ ~ ~ o ~ ~ ~ ~ o - 9 - ~ ; w ; 5~ "J SI WALK t,/ f SIDEWALK i'~} p7 ~ ~ ~
s ,C ~ ~ r~~ SI GLE HCP ~ ~ ~ ~ ~C7~
~lY O> CSC \1i' Y ~ RAA ~ RAnP ~ N N O`"3 fv •,,f "~1 ~.1 J ~J _
3 ~ ~ r~ ~ N ~ ~ 9 6 N 0 ~ ~ ~ ~ ~ ~ c~
q, ~ U, a~ J .-y ,.,1 o N ..n o co 000 0 ° (.n
~,r U V l J ~ 5' 7 tY a 6gx , C. W SIDEWALK ~ f/') O ~ O w cn u~ ~ ~ ~ ~ ~ ~ ~
? 9 r~ 9 Z rt- r+ r+- ;-F-
U I ~ e CIS C7 CL ~ ~
~ s ~
t 9 r~ N / z ~ ~
W ~ ~ ~ ~
~ w
Y. S [P ~ DBL. HCP k .k ~ l' Y N ~ CRAMP h ~ ~1 ~ U} CS is ~ ~9' ~ N ~ ~ p- W ~ Q - _ z U _ ~ ~ ~ ~ ~ ~ ~ ~ rn cn O ~ ~O O ~ ~ U ~O Q~~W
00 ~
6 J ~ ~ 00 0~ o ~ - ~ d- r. CJ O d'O ~ O ~ O O 0¢ O d- O O O O Q O O J ..~.J L~~L/ d
V ~ , ~ ~ I DBL. HCP o v Q~ RAMP ~ ~PRE551 ~ O RIAMPE HCP ~ ~ ~ ~ d`! C3~ n
~ ~ ~ ~ S > o ~ q
S SIDEti' ALI( C A N N E f"Y ~+too >>a C C ANNE Y WAS- UBLIC L.~ ~ cn
6 31 B a ~6 ~ 8 f r s 31 B/50 R/W - - z z - -
0 9 , 2 9 ~ . - . . o ~ > > - _ - - S ~ ~ ~ ~ 10 ~ 8
q ~ ~,'t ~ ~ / ~ , 400 4 - 6100 7+00 I - ~ - -
c' 3~~ 00 0 ' ~ 63,43 atao _ _ Y• ~ ' y~ 4 Hf 4 ~ SID TALK °°O _ . .
- CL"~ _ o DEPRESSION ' - ~6 ~ _ / DBL. HCp~
D ~ N RAMP D ~ o ~16 7 "SINGLE HCP ~ ~ ~ 0~>3Q RAMP, oT I:o
s 6 N sq. ft, ~ NN ~ ~ q / 3
~ ~ c4 6 ~ ~ l` 1 ~ D N HCP s (A DEPf ESSIDN ,y/ ~ ~ ~ ~ W SION 4-'y ~ ~ , i~" ~ 1
a S cn N ~ ( ~ v , ~ q 1` s ~ cn ~ ~ ~ Lr ~ ~ ~ ~ 5 ~ ~ J
2 ""C~~ ~ y~ SIDEWALK;. ~ CQ
s 6 o ~ 0 v ~ a 0 ~ 8 11,986 s ,f . ~
S ~ d' ~ ~ 20 d- c,Q a ~ ~ 9 ~ 1 ~ 6 , ~r M- l~ I $ I`
/ 0 ~3 10 0 1 5 ~ a9 ~ 6 3 a~ n 'U S SIDEWALK 5 ~ ~ ~ ~ ~~A. 1: : . - w
9~ ; s ~e t ~ ~ i ~ ~a
~ a~ 8 ' `~r~ ~ Q' ~ / c~ ~~d , _ ao,a , _ _ ~-o
2 C~ _ s 8 6 . v 8 ~ .
~ - , ~ 2 9 ~ - 1 3 0 2 / CSC s $ ~ IN ORDER T4 PRESERVE x. PEN SPACE
S ~ > , S s q Q REQUIRED TREE SAVE ARE , A J
6 ~ q~ 20 x 2a a ~ S ~ RETAINING WALL WILL BE 9 1 w ' L T X505 Q
D - 9 ~ ~ : . ~ ~ ~ PROMO ~ NE SLOPE S ~ E AS EDED FOR AREA= 1.275 AC.
I` ' ~ / . ~ ~ ROAD TIE-IN TO A ' ~ ~ ~ DJOINING EASEMENT 0 ~ 6 HIGH SOLID W OD OR S ~ R
S ~ ,2 } PROPERTY, IN LIEU OF A SLOPE S Q 9~ 0
t Q : ~ EASEMENT. Vl N YL FENCE TO B E / S ~ 9~
t 2 2 3 ~ S ~ ,6 INSTALLED WITHIN F 20'x2o' PRO
6 O ~ S r ~ $ S~.OPE NOTES:
8 ry~ ~ s PROPERTY LINE. 6 ~ q. ~ ~ ~ ~8 ~ EASEMENT 1, Minimum corner clearance from curb line of intersecting sreets
9 1 ~ 0 2 ' S ~ , s ~ z. o ~ shall ba at least 20 ft from point of tangency of the curb. No driveways shall encroach on tfiis minimum comer clearance.
3 ~ 2. All public streets shown on these plans shall have fhe full width of
~ 9 ~6 S tp 1 NO T~'; the right-af-way cleared and graded within 50 feet of ap st eet
2 S r~ 6 8 q S ~ intersections. The full width of right-of-way shall be cleore and MINIMUM CORNER CLEARANCE graded along Old Milbumie, Buffaloe and Forestville Roads,
1 / . a ~
ry~ S FROM C RB LINE OF 3. For the proposed access points an Buffaloe Road and For stville ~ Road, the owner/developer is responsible for any aon0icts wit existing O
8 , ~ : ~ OPEN SPACE c~ 1 N TERSE TING STREETS SHALL or proposed utilities, drainage devices, fire hydrants, utility po es, s street lights, catch basins or similar objects within 23-feat o w
J~ 3 S 0 2 ~ LOT 506
6 6 s 7 q~ 2 BE A T L AS]~ 20' FROM THE driveway centerline. Construction drawings will show an inset hawing ~ aft dimensions and other information required for construction The __~r,
0 ~ 8 ~ ~ ~ - / ,6 AREA-- 2.063 A s ~ 3 - POINT 0 TANGENCY. contractor will correct any errors or omissions uncovered in t e field, p 4. The WC access ramps will be provided in accordance with e N
. ~ J~ q~ ~ 825.00 S Raleigh Engineering Standard gnawing STD#20.11, Where sidewal is not
/ i a GLE HCP ~ ~ J, required along the Public ROW, curb is to be depressed ak all ramp ~ ~
~ 2 6 ~ ~ locafions shown an S1D X20,11. J (n a
~ 31 ~ . ~ ~ s ~ .r, 0 ~ ~ 9~ 5. Private Street inspection Statement -The construction ins ecfion ~ tCl ~ of private streets wi#hin cluster units, condominiums, townfiou ~ _j ~ ~
s t rC... 10 322 s .ft. r~a8,oo ' developments and mobile home pocks submitted for City appro of is W EL N ~
q~ q o , ~ ~ ~s DBL. HGP o,°° 848.00 ' the responsibility of the owner/developer. Copies of certified ~ U I
Q o RAMP R- ~ RiSO .Y ~ ~ ~ 0 inspection reports involving subgrade/ aggregate base, proofral , ~ z0 Z o0 aggregate base and asphalt densities and tflickness, and other ~ ~
R. ~ I pertinent infarmatian must be submitted to the Citys Engineer g W O = ~
D.p , U 0 9 9 OZC7 inspections Manager ak PO Box 590, Raleigh, NC 27602 or faz d #o _ ~
30 S 't'~ [phone]. Contact Larry Anderson at (919) 831-661 obta d ~ W d'
~ 82 sq . s y 16 3 ~ 1 ~ ' details of the above requirements. tmlllll! ru r~r ~ Q d ~
29
. y ~ ~ ~
14, 458 s . ft. ~ , - , ' ~
- A y- ~ . DRAWN
GMM
.A , 4 ; ~ HECKED UTIElTY INSTALLATIONS AND OTHER PUBLIC GENERAL OTES o`'
'~y,~ ' . i , ~ ~ GMM FACILITIES, WCLUDING DEWALKS AND HANDICAP h , . MC
RAMPS ARE TO BE CO STRUCTED ON ALL STREETS 1. SEE SHE T SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE.~r'''"'r'II'''I't"tt~ APPROVED AS SPECIFlED BY CITY CODE. THESE FACILITIES
6~ D HAVE aEEN APPROVED BY THE CITY of RALEIGH 2. ALL SANI ARY SEWER MAINS SHALL BE PVC (SDR 35) GMM
~ ' R ~ - , SNAUT}IOftIZED BE IWRI'~NEAPPROVALA PUBLICE UNLESS THERWISE SHOWN. START DATE SANITARY SEWER EASE ENTS ARE TO BE RECORDED
PRIOR TO FINAL ACCE TANCE. 3. ALL WAT R MAINS SHALL BE DUCTILE IRON C150 PIPE.
~ E'EE IN - IEU OF WILL BE 616 4. ALL MAT RIALS AND INSTALLATION SHALL BE PERFORMED JOB CODE TRANSPORTATION SERVI ES IN ACCO DANCE WITH CITY OF RALEIGH STANDARDS AND
PUBLIC UTILITIES ~ ~ AND SPE IFICATONS AND NC DOT STANDARDS AND
} ~ ~ EQUI EQ FQR PAVEMENT GRAPHIC SCALE 20 ~ zo AND SPE IFICATIONS WHERE APPLICABt.E. DRAWING
, , CUI~ Sc GUTT R . ~ ~ y E C~C ea o ~o eo s2o zao SLOPE zoo CONSERVATION ENGINEE 5. NO SIGHT OBSTRUCTING OR PARTIALLY .OBSTRUCTING WALL, N0.
, ~ SIDEWAL . oR STREET EASEMENT PLANNING ~ ffd' FENCE, F LIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
T T f}OFS ~T F~XTFNf~ OBJECT B TWEEN 2 FEET AND $ FEETIN HEIGHT ABOVE THE
CURB LIN ELEVATION SHOULD BE PLACED WITHIN A SIGHT 7 IANGLE.
TO POPE TY LINE. IN FEET 1 inch = 60 ft.

U J
\ , J
NOTES: ~ ~ ~ a~ ~
1. Minimum corner cleorance from curb line of intersecting streets \ - shall be at least 20 ft from point of tangency at the curb, No ~ ~ \ ~ . c ? ~ fA ~ ~ x
driveways shall encroach an this minimum comer clearance. ~ ' \ ~ a L1 o _(A
2, NI public streets shown on these plans shot! have the `full width of
the right-of-wa cleared and graded within 50 feet of ali street ~ ~ Y ` ~ ~ intersections. The full width of right-of-way shall be cleared and \ ~ 15 RCP 4 NIGH BERM LOCATED SHADED HATCHIf~G DENOTES HEADY DUTY ~ N
\ , graded along Old Milburnie, Buffaloe and farestville Roads, \ \ INV EL = 305.85 WITHIN 20 OF BUF'F"ALOE p-~ ~NU~io C
3. For the proposed access points on Buffafoe Raad and Forestville ~ \ ~~'SZ(~ co
Road, the owner develo er is res onsible for an conflicts with existin ~ x \ ROAD R--•0~W. STOP BERM ~ P P Y 9 \ ~ ~MENT C 2"I-2 0~ 8"ABC } ~N PRIVATE STREETS ~ .L N
or proposed utilities, drainage devices, fire hydrants, utility poles, ~ WHERE THERE ARE street lights, catch basins ar similar objects within 23-feet of \ i~
XISTING TREES AS NOTED. drivaway centerline, Construction drawings will show an inset showing "RCP ~ \ C ~ ~ ~ ~
all dimensions and other informotian re wired for construction, The V:~: ~ ~..,>3 5. ` q EL, . , 0 qy ~ G
contractor will correct any errors ar omissions uncovered in the field. y ~ 4, The WC access ram s will be ravided in accordance with the ~ P \ P P ~ ~ ~W -F-i
Raieigh Engineering Standard Drawing STD~20.11. Where sidewalk is not ~ \
re wired clan the Public ROW, curb is fo be de ressed at oll ram ~ q 9 P P \ ~ U ~ t
locations shown on STD ~20.i1. ~ ONSTRUCT 1 OF PR 5. Private Street Inspection Statement -The construction inspection ~ +
of rivate streets within cluster units, condominiums, townhouse `J ~ B RO P \ , \
developments and mobile home parks submitted for City opproval is ~ NY ADDITI ALT LANES \ \ ~ URN
the responsibility of the ownerfdeveloper. Copies of certified ° \ \ 0 BE REV WED AND inspection reports involving subgratle~ aggregate Bose, proofrolls, 9 !;a
aggregate Bose and asphalt densities and thickness, and other ~ ~ \
o 3 pertinent information must be submitted to the Citys Engineering S \ ~
Ins actions Mana er at PO Box 590, Ralei h, NC 27&02 ar faxed to 9 f x p 9 9 ~ \ ~ \
[phone], Contact Larry Anderson at [phone] to obtoin details of the above requiremen#s. a' DB .HCP s;~ W ~~t
AMP \ \ ~ i ~
"n, ~ - \ ~1:;
a;~: Q
~ \ H :x
Gj ~ ~ RAM y ~ ~ p i \ \
N ,.y.a ~.1
5• ~ ~ R2 .DO ~6 S 4 HIGH BERM LOCATED ' ~ ~'i,~ .7' S~
- ~ , GENERAL N07ES ~ ~ S ' ~~kSg ~ \ ' WITHIN 20 OF BUFFALOE
cQ q f psi 1. / ~ ~4n`~ 1. SEE SHEET SD-1, 2 &3 FOR STORM DRAINAGE SCHEDU ~ DBL. HCP, ` T ~aZ\` ROAD R-O-W. j•
~ AMP ~ A~G(~ib \ 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) 8 pc ~ \ BLOW-UP EF ~ Q~
NLESS OTHERWISE SHOWN. ~ ~ U o . 6
,s S ~ x \ 3. ALL WATER MAINS SHALL 6E DUCTILE IRON C150 PIPE, ° ~ Q ~ , \ CUL-DE-SAC TD MEET
4, ALL MATERIALS AND INSTALLATION SHALL i3E PERFORME ~ ~ q f 15 RCP
~ ~ \ IN A ANCE WITH CITY OF RALEIGH STANDARDS AND 2 OX ~ z - CCORD ~ S 3 .30 , . ~ INV EL - 308.46 FIRE CEDE IFC 503,2,5 ~ ~
r^ Q/ ~ ~ ANp SPECIFICATIONS AND NC DOT STANDARDS AND H ~S ~ 'TC1T OT,;-'`. ~ z 15 RCP ~DlGLE C ~ - INV RL P 309.45 ~ ~ ~
AND SPECIFICATIONS WHERE APPLICABLE, MP \ INV EL - q J` $ ~ \ ~ s`~
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WA L, p0 ~ ~ < ro'~~.. ~ 15" RCP ~ W INV EL = 309.16 RIGHT-~~--WAY I \,,,~U,11lil~~ir ~Q°
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR 0TH R~ , / \ ~ T TWEEN 2 FEET AND 8 FEET IN H I HT A V T ~ .k ~ ~ OBJEC BE E G BO E ' , . ` . ~ . ~ U
~ FUTURE .RECREATION . 7/ CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIG ~ I ~ ~ ~ ~ ~ro y9,. ,
~ S r 5~ J~ , w 15" RCP ~
S ~ ~ S~DfrWAi.i(~ OPEN,: SPACE ~ ~ 1 D ~ w . , INV EL = 308,00 .Q E ~ ~ ~ ~ ~ ~
9f .LOT ~50~8 t r
~ ~Z' ~ - ~ 15" RCP r .y fNE~~ ~''4~1 ~
~ AREA 1.:18 AC. ~ 1 ~ 6 U ~ ' I N~V EL'~= 30 ~ . ~ ~ ~ ~ INV EL = 307.24 ` ~ ~ qm ~ 5?fau ~ ~ / " 'I(~r flllllll'~I~(Ri~6'~~,
~ HCP DBL. HCP ti ~~~~@ ~ DEPRESSION n: . , ~ s ~k'
9 RAMP 1 - ~ S ~ ti ti . ~ ~ U _~m PROPER ~Q
J 0 ~ ~ ~ a - ~ S a' ~ ~ ~ ss, r`'7 a NOTE. Q ~ ~ 4 ~ ~ ~ w O
~ l t - ~ - ~ ; o.,,y~`
MINIMUM CDRNER CLEARANCE : ~ ~ ~ ~ ti z2 , . ~ 2 1 ~ .ao a ~ rn ~ ~ =o
6 wo°~` ~ ~ ~ FROM CURB LINE OF //yy..~~ D ~ ; a~ ~ ,`V ~ cyi. v7 t .
0 c,, SH
ECTING STREETS ALL ~ ~ S . ~ x$ ~ w ~ ~ INTERS J i, o N' ' m k,' ~ DBL. H LI_ S`~p~ ~ , AMP ~ "CSBL ~IGP
BE AT LEAST 20 FROM THE ~ ~ ~ , - ~ 2 ~ - ~ ~ ;5, ~ AMP ~ ~
BL. O 8,5 ~,~~~..~s~-I~ ~ ~ ~ , ; 0 5' f ' 441 r - POINT OF TANGENCY. ( . ~ , , L ~ <.,P ~ ~
J L~ S RAMR q~ ; ~ ~ SIDE--INALIt'~ , . 0~, .v~ , ~ ~ ~ q f ~ A ~ ~ ro ~ m
, h B~ ~ a`kIJ rf , x y`
~ ~ 10,00 ~4'" g ' , ~ ~ `O
r ~ ,
,t • , DBL. HcP 9 f ~ n,; ~ ~r ~d ~ v f CP
1 ~ 7 ~ cb ~ ti ' ~ RAMP DBL. HCP f ~ ~ _ ~ F ° . r.~' S• s} ~ EPRES ION ~ $p q la~X S'1
RAMP ~ 5' ^i ~i I . ~ , L~ ,I,, , ' m„ ~ I WAN SIDEWALK`~~ Cb SDE L ~ _ ~ ~ , r
~ ~ F ~".i. ' ly t` . .`L ~y~~ ~ V v r ~ ~ ~ o DBL. CP
d. Oy ~ 4~ i _ dLL ~4` q O RAMP ~ 5 55.. ,a~ ~
V DBL~HCP y..; ' ' I ,q . cJ~ ~ Cb v
\ RAMP CA N ~ + ~ ~ ~ ~ n ~ c~, ~ \ / 3.00 ~ ~0 ~ ~ ~ • ~ ~
~ ~ ~ a~ \ ~ ~ ~ ~ ~ ~ ~r - H
2 ~ ~ , G TOWNHO E LOT 519:.:_ ~ ~ ~ . ~ D ESSIO ~ ~ ~ 4~ • ~f~ DEP S
S ~ o AREA=S 785 ACRES 9 f a, ~ , ~ DBL. ~ ~ ~ ~QAI(
r, RAMP ~`A Y
f A ~ ~ ~ ~ ~ SING E HCP v+ " PHAS ~ 253 ' ~ E 2 ~ 432 s ~
. oa ~ ~ ~ 4.
~ ~ / ~ DBL P r"$
' 8 / B HCP DB . CP ~ ~ O` ~ f
o / ~ ~ ~ ~ ~ ~ rn z i''` ~ r- O ~ ~ ~ ~ Dt i~' CT Lf7 ~ ~ O r- r O ~ O ~ ~ W ~ ~ ! ~ / ~ RA ~ S Q ~ ~ ~ ~ ~ Cp ~ ~ ~r' ~ ~ ~ ~ 'HCP ~
~ Y.; 'r'ib - (r) i\ nl ~ ~ N N z N © O ~ ~ Cn © r O Q~ O ~ ~ N r- O O
s ~ ~ N r` O O c- Ln SIDEWALI(0 ~ ~ PTQ:' ~ 15 X,~ ~ " 1' ~ ~ r c- Ll7
~ cD MATCHLIN , cP T MATCH INE A O ~ ~ ~ SIDEWALK ~'OBL. HCPh ~q ~ ~ ti l ~ ~ 'l7J • ~ ~
' I2~-. SI EWALK , & ~ \ ~fPo r t~ Ln r/, / ~ RAMP W I ~ ~ , $ C~~(,/r ~ N o I \
' h" `y,~ - ~y, ' W , ~ ~
Y h ' w I m8 `V^ _ 1 _ . ~ _ . . INV EL = 297.,`~;~
3c', , , io o ' 'y.; Dp, ~ - ?x$00 r - - 297.,~~ _ 9 ,a~ 1.93. g ~ ^ ~ p x ~ ~ o `c/

~ iT 82 . Q L ~ ~4A P S B C
UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ T 13183 s .ft. ~ u ~ ti H ~ d~ZoO
FACILITIES, INCLUp1NG SIDEWALKS AND HANDICAP ~ ~ ~ O R ~ W q m ~ ~ 31 -r-~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS U` I
AS SPECIFIED BY CITY CODE. THESE FACILITIES O ~ ~ ~ ~w- `F-- NAVE BEEN APPROVED BY THE CITY OF RALEIGH C3" ~ ~ ~ 0~ ~
AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ s ~ 4.,, Cn ZT ~ UD ~ ~ ~ rf} N IS AUTHORIZED BE WRITTEN APPROVAL, PUBLIC Nye +92,eS ~ (7' ~ QO ~ O N ~ ¢ O O
SANITARY SEWER EASEMENTS ARE TO BE RECORDED o ~ s\ CT' ~ rry O ~ © O r- © ~ O PRIOR TO FINAL ACCEPTANCE \ r/J ~ ~ O O O O r-- O O O I ~ `~J
81 85 O > O a ~ ~ `g SAN ~ ~ 9z ~ _ ~ ~
TRANSPORTATION SERVICES i ~ lI ~c-~ r, ~ Q O - ~ 7,504 s ,ft. O 8 832 s .ft `D o ~ ~ q ~ q N N ~ Ln Ln
PUBLIC UTILITIES ~ co Lf)
5' SIDEWALI( CONSERVATION ENGINEER 1, _ ~ ~ ! ' . bRAW~!
I'-
o 18,606 s ,ft, PLANNING f' ~P ~ 0 ~ I , +a -rte ~ vim--. ~ ~ 5, , ~ - _ HECKEQ ~ sl ~EI GM M
r ~ ~
11 500 s .ft. I ~ ~ ~ 6 ~ ~ ~ ~ ~ ~ ~ q ~ ~ O r N ~ r.~ r-- o0 00 0 ~ Q, 6, 6, r. ~ Ln ~ ~ ~ ~ HEPRES D I M V ~Q } v ISM kVI
78 DBL. HCP d- C10 ~ 00 ~ Q? i~ ~ Ln N ~ AMP HCP I.r'~ ~ ~ C~ N I~ p~ ~ Imo- r'` N ~ ~ o ; ~ START DATE
~ ~ ~ ~ moo ~ ~ W f t ; , ~j JOS CObE
_ o j ~ ~ ~ r. ~ ~Ci GRAPHIC SCALE 12 509 s .ft. h~- ~ r` I~ ~ r~ ~ q ~ti ~ o ~ 0 ~ ~~O DBL HCP •;5:: , v
o ~ DR WAY PUBL eo o so eo ,za zqo 'o B ~ R C H M ~R F ,
s o 15~x35~ HT--~RfaN ~ W o l DBL. HCP ~
_s r+~o s`-~- o© R35.D0 . _ 2+00 a+°°- - -i ~r°° - r- ~ ~ _ - _ - ~ ~ 5 ,t~ ~,6 ~ RAMP ~ ~ DRAWING - J- _ Q N
- - I i - . " - , ~
1 inch ~ f3D ft_ ~ - - - -
15,235 sq.ft. - BIRCHM ? - I ~ - ~ 5I =CWALK 31'B /5 D r LK RAMP OD- p~ ~h CP SIDEWA
31 B 0 R P U 1 DB . H Il~ I 1 DBL. HCP DEPi?ESSI 4 i
.~Il

II~ I U
NOTES; 1
L Minimum corner clearance Pram curb line of intersecting streets m ~lt~ J
shall be at least 20 ft from point of tangency of the curb. No w 15" RCP driveways shall encroach on this minimum corner clearance, ? INV EL = 308,46
2. All ublic stree#s shown on #hese plans shall have the full width of ~ 15" RCP c > u N c 'C w. x ~ d
p INV EL = 309.45 _ -of-via cleared antl ratled within 50 feet of all street _ the nght y g O Q ~CL_D7d....
intersections, The full width of right-af-way shall be cleared and ~ 15'~ RCP graded along Old Milburnie, Buffaloe antl Forestville Reads, ! ~ INV EL ~ 309.16 `
3. For the proposed access points an Buffalae Road and Forestville ~ 1 ~ ~ N Ql
n c nflic s with existin 7~ Road, khe owner/developer Is respanslble for a y o k g r ~ .r z7 N to d C
or ro osed utilities, drainage devices, fire hydrants, utility pales, „ PP (~l) ~ 4S ~ h cD
street lights, catch basins or similar objects within 23-feet of ~ 15 RCP ` i ~ ~ ~ INV EL - 308.00 driveway centerline. Construction drawings will show an inset showing ~ Q ~ m d' DD
all dimensions and other information re aired for construction. The ~ 1`~ q ~ r„ ! I ~ N ~ ~ ~ N ~ - r
contractor wili correct any errors ar omissions uncovered in the field. ` ~ „
4, The WC access ramps will be provided m accordance with the \ 15 RCP Ra1ei h En ineerin Standard Drowin STD~20,11. Whero sidewalk is not ` ~ s, \ INV EL = 307.24 9 9 9 9 \ ` ` ~ ~ ~
required along the Public ROW, curb is to be depressed at all romp ~ ~ r ~W
locations shown on STD ~20.1L - ~ \ - ~
5, Private Street Ins action Statement -The construction inspection ~ P ~ of rivafo streets within cluster units, condominiums, townhouse ~ ~ ~ P ~ a ' \ Y BOUf~ AMY
develo ments and mobile home arks submitted for Cit approval is I ~f1 I
the res onsibilit of the owner devela er. Co ies of certified ~ ~ ~ ' ' P Y / P P ~ \ 4 HIGH BERM -11GH BERM LOCA ED ~
inspection reports Involving subgrade/ aggregate base, proofrolls, ~ ~ , ~ ~ , a re ate base and asphalt densities and thickness, and other ~ ' ' WITHIN 20 OF HIN 20' OF BUFFALOS ~ J
99 9 ~ '~r , . pertinent information must be submitted to the Citys Engineering ~ `V ~ ~ r ~ ROAD R-O-W aD R-o-w. j
Ins actions Mana er at PO Box 590, Ralei h, NC 27602 or faxed to ~ 's °j m P 9 9 ~ ~ ~ DBL. H ~ star _ !(;P,. f ~ t
[phone], Contact Larry Anderson at [phone] to obtain g I r. AMP AM° ~.ti • Wit. ! ~ I f !
details of the above requirements. G ~ ~ ~ . ~ w '
w jf ~ ~ Vv ~ ` I v l ~".~bj (10 ! l c--
"1 I J W
v g • . r ~ 15" RCP J !
INV EL = 301.29 tt i ~ f I ~ Z
m . ~ V I CP q7 V ~ EPRES ION 8 ~ ~ 4' HIGH BERM LOCATED ~ ! ! a--
V ~ ~ ~ a ~ w I Q7 1dTj ~ y . t
` _ WITHIN 20' OF BUFFALOS - ~
~ ~ r ~ ' ~ q DBL. P ~ ROAD R--O--W. STOP BERM! t C'
~ ~ ~ o RAMP ~ R1 O ~ d ~ G,~ ~ ~t - ~ , WHERE THERE ARE ! ! ~
GENERAL NOTES ,ti, ~ ~ r _ ~+Q," ~ ~ _ r~ ; X STING TREES AS NOTED. ~ Q {1j
1. SEE SHEET SD--i, 2 & 3 FOR STORM DRAINAGE SCHEDULE. • , , ~ ~ w ~ ~ ~ ~ a; W ~l ter, rn
C 'V f W , ,ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 ~ 2 { ) ti~ h" co ~ W t(
UNLESS OTHERWISE SHOWN. c4 / H .I _`\~ti,...1 ~ M ~ -ter-
HA B DUCTILE IRON C150 PIPE. INNHO E LOT g~ ry DEP s W 3. ALL WATER MAINS S LL E
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED - ~ ~ ~ NER~~' ti ti EA-5 785 ACRES ~ o / rv ~ Z
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND DBL. AK WA ~ 2 R MP Y p - 5 r ~ \
- IFI ATI N5 AND NC DOT STANDARO5 AND 53 A AND SPEC C 0 / . TE ~ - ATI NS WHERE APPLICABLE. AND SPECIFIC 0 . , .
_ , , ~3 t ~ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, _ S~ a ~
- -I-"' DB P S' ~ IA M SIGN PARKED VEHICLE OR OTHER ~ ti-- ~ ~ FENCE, FOL GE, BER INV EI = 297, 3 ~ ~ ~ HGP HCP ~ /V 1 / f /1 U W
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE -F-r ~ ~ ` / . ~ DEPRESSI N DEPRES51 N ~ j C~I lJ J J
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRI NGLE. m ~ ~ ~ C3~ ~ ~ r ~ N ~ ~ W L E P ' . l ~ ~ Q / J ~ ~ `
~ ~ ~ ~ ~
N z O C7 O ~ ~ ~ r-^ © U r- r- r0 W h HCP .r l a~ ~ ~
O ~ Ln w ~ N ~p ~ ' n r- r' Ln LC) tom.. ~ ~ ~ ` r`~" 18° RCP z
~ S' ~ ~ O r ~j Ln ~ / Ln SIDEWALK s DBL. HCP NJ U? ~ ~ ~ -,INV EL = 298.41
.b .k : ZO ! \ r LK RAMP w : 8 ~ _ 1 ~ z O
- - cn ~ RBL.PHCP ~ j _ ~ ~ ~..J
_ ~ , E I 0 T . - le i,=9 N INV EL - 297.,~;~ ro 3.7 ~ -
I~oo - 1--- - R ~ ~ 8 ~ ~ a= o r
MINIMUM CORNER CLEARA E _ - y o ~ ~ ` t'~ 12" HDPE ~ 0
E r.; . N OF ~ ~ . FROM CURB ~ - ~ P S B C q q INV EL - 302.01 ~ W
N / 'A O ~y H INTERSECTING STREETS SHALL B/ 0 R/W ~ ~t ~ - ~ ~ O ~ ~ ~
w~-- ~ tip-- o M RE. t~i / i i ~ ~ ~ t ! ~
~ I! ~ ~ A T LEAST 20 FRCM THE ~ - $ ~ BE ~ O ~
OINT ~F TANGENCY. ~ o O O ° ~ CP ~ ; P O DEPR 5 N J ~
r ~ O p ~ ~ ~ mz
© ~ O ~ O SIN 92 , O O ~ ~ A 1P 1 z" HaPe W
" ~ Ln L() ~ I ; t INU EL - 303,47
r: ~ ' , ~ ~ / ~ VJ
I i iW - ' i v ~ a a ! r'
2+~ ~ . 'I H- , D L CP ~ r ~
+ f
NSW EDG~~~~OF' BANK-'~•~ ~ i ~~n~ ~ t
~ (n ~ OQ ~ o :s. I ~ , ~ ~ C7 CD r'` ~ (f} I N ' ~ I p MAINT~NANCE~~~~ ~
E ESS 0 I EASEMENT<' j ! s ~ ~ 1
C37 N ~ f ` ~ f''~ F`' N Q .
~ ~ b
~ ~ c~ f~ •oo o° W ~ ~ ~ I
~ DBL. HCP . , I ~ !
' ' DBL. HCP r------ RAMP +'r
~+ca - a+oo ~ 9+°D- - ---F- - , ca y ,+co _ i-'6 5' `SI , b ~ D , p~ 540
n 'V ~ , . , ' , . .r - T~. r ,POND" 'T0~ BE MODIFIED 0
IN SlZE.-AND USED A5 WATER, t 4UALIIY DEVICE
. BIRCHM DR _ o ;NEW. POND SIZE 2:0 ACRES.. ~ !
~ ~ D NALK RAMP ~yO~ o SID W 31B /SORB i ~ O l p y" DEPRESSIQi~ 4 i
~ BL. HCP ~ r ~ C37 .a ~ y ~ Crl RAMP ~ ~ t, ~ e s 2s' 1
~1 PROPERTY
~ CSa O 07 ~ ©O ~ N O O -P N O ~ `~~o ~~s~~ !
Cn ~ is • cn ~ ~ cn ~ ~ N r` ~ POND
CD r;: ~ ~ 00 ' : SURFACE EL = 23.5, 3 .o ~ I ~ c7
r-I- G1 l~ y' 1 l~~i,TiM~~~OF~~SURVEY~ ~ J ~ ~
• \ U W
~ ~ ~ J ~ `99 3 ~ ! ~ ~
~ ~ SIDE ALk', r 0
~ ~ ~ ~ ~ - -r-~ W- Cf t ~ ~ . if ~0 W W N ~
m' ~ ~ N X. 6,866 s .ft. ~ q ~ ~ ~ / ~ U ez
r; W ~ ~ o Ln Ln : c-~' ' ~ ~ ~ Z CO ~
UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ ~ ~ h Q ~ O ~ ~ / ' ~ Ln ~ o ~ ~ 9 217 s . ft, FACILITIES, INCLUDING SIDEWALKS AND HANDICAP L~} ~y':.:', o I W C~=~
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ O Ev.. ~ O O ~ ~ S„ DPE ~ . AS SPECIFIED BY CITY CODE• THESE FACILITIES Q Q O © O e~ 7C ro 282.23 e/y6~ ~y6 ~ ~ I O Z_ C.D ~ ,::x~; ~ I ~~W~
HAVE BEEN APPROVED BY THE CITY F RALEIGH " AND SHALL BE 50 INSTALLED UNLESS A CHANGE O © ~ J
~ SIDEWALK IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~j i SANITARY SEWER EASEMENTS ARE TO BE RECORDED , E1ENlI0N PIPE, #3 , ~ ~ ~ ~ ~ Q OO
PRIDR TO FINAL ACCEPTANCE, DBL. H._,._-CP t 7 RAMP I i. / 1 ~ ~ .ft. 'a` ~ W ~ L EL! m N
G~t9 d - _ - SINGLE HCP , TRANSPORTATION SER CE5 ~ ~
PUBLIC UTILITIES ~
as ~ - _!~00 are 2 _lolro I _ n -1 , ~ ~ I ~ ~
~ . . , 6 799 s .ft. CONSERVAi1DN ENGINEER " ~ ~ Q ~ I ~sso,;~~ f ~ DRAtNN ~'~i ~ GMM
NECKED
PLANNING ~ HCP p DEPRESSION p, I ~~t ~ GMM
z~ I APPROVED
"H'' v-+-'- w-~ 4-- 9 ~ ~ r._. ~ 5' I GMM I 1 51'ART DAB
~ ° ~ ~ (n {n ~ SIDEwALI( i I ~ i
Y- 760 s . ft. ~r ~ ~ r-- N Ln ~ ~ SENGLE HCP \`\`1~~1~ t i' i r rr J4B CODE
~ t"` r'r} C,Q ~ RAMP
GRAPHIC SCALE ~ ~a ~ Ln ~ , co ~ ; , 9'
eo o as no 120 2~o qp OJ ~ ~ r I I l . , -
~ A RNoIN
o. aµ0 ~ . ~ ~ , _
20 X 20
1 inch = 80 ft. ~ ~ ~I r .
~ ~ ~ ~ ,,,~,~al~~~lill4~~11m~ac
~I \ I \ ~ EASE ENT ~ ~ I ~

\
N ~ 15" RCP NV EL = 305,85 -
cE -
rr,rrr rr.•M~„r. w.rrrrr.r,rrr ~ O ~ Y. r,Yr rl.rrMr.,,rwri C{{{J~~~ Y•n+~ Y ~ f A RI r.f~.r .+rwrsrrrrr,.. 1.7 RCP ~ NG EROSI®N C4~ITROL LEGEND /J/~
.rr....~,..r...,.r.~.r r........lriv;~,~,•=.305.x.. \ CLEARING LIMITS ~ ~ ~
9 ~ , 2 ~ 1, QBTAIN GRADING PERMIT, C > U
J 0 n : Sk COMB6 SILT & TREE PROTECTION FENCE ~ o Q ~ o aSION CONTROL DEVICES AS o-. o SILT FENCE ~ d o ~ "
a ~ ~Rq SS' 2: I PORARY ERQSIQN CQNT . M yp ~,,`\--,~:Y. CLEARING C'0 • TS, } ~w~rn
- •a ` ' L T SST SHQWN QN THIS PLAN I CLUDI , \ b Rl~ TR C CQNSTRUCTIDN ENTRANCES, DIVERSIQN DITCHES, Ai DITCHES, AND 3 BASINS, ~ ~ - OJVERSiaN DITCH 4 o N ~ ~
2~ qN T,0 qr ~ C~ N S - , ' ~ ~ T N P TMENT AT 857-4412 TG bf 3. CALL INSPEC IU DE AR ~7-4412 TO INSPECT ? ? TREE PROTECTION FENCE ~ ~ l ~ ~ ~ ~ ~
' ~qrr,; , DEVICES PRIQR TQ BEGINNING GRUBBING AND CLEF a AND CLEARING v, ~ z ~
00 ~'r ON ~ ~ 2 a a. . ~ ~ 4, MAINTAIN ;AND INSPECT DEVICES AT LEAST QNC LEAST QNCE PER WEEK AND ~ SEDIMENT BASIN ~ Q m oD
9s ~ , - AFTER EVERY RAINFALL EVENT QF z INCH OR M INCH OR MORE, REMOVE ~ ; • ~ N ~ ~
28s. ~ ~ - ~ CLE I \ SEDIMENT WHEN ACCUMULATION REACHES i/ QF DE OF DESIGN DEPTH, i i` ~ ~ ~
9Q 29 `OMIT y ; r. N T T F ' S 9 T, CHECK EMBANKMENT, SPILLWAY A D QU L R s, INLET PROTECTION ~ 1 I~I t •o' ~ ~ ~ ~ LET E"OR DAMAGE AND ~ ` ! ~
_ F , ~ TQRE IMMEDIATELY, MAINTAIN LQG QF ALL AC' OF" ALL ACTIVITIES, `j,~~, { w
o T N AND CLEARING v , , ~ ' ` 5, S T AND CNMPLE E GRUBBI G CLEARING, SILT FENCE OUTLET r~t I, ~ ~ -w l l I I L_ ~
I 'l i ~ ~I-,
i~f I ~ '~r
` 15' . ~ DRAINAGE.BASIN. 8~0 ;3~ ~ INV EL - 08.46 Q ~ 15" RCP f •I• ' j,
' INV EL - 309.45 DELINEATION' ' +n r 290. ,
~ ~ ~ ~ ~ ~ ~ LINE - ~ 15" RCP ~ ~ ~ d INV EL = 309.16 R I G H RIGHT-OF~-WAY ~
o ,Q,: ' TD TAB DEDDDED A~~ 48. A
0 1 s" Rc 1\ i°:e{ N . N ' - INV EL = D9 INV EL 308. ,s" RcP wv EL = 3aa.oo 25'X 55' ; ~ i I
. , ~ 9 O 1 ,r' , CLEARIN~~ ~ ,5~ s' R ~ _ cRav I ' 1 15" RCP J ; j EL ~ I ((W
INV EL = 307.24 CO~s'f'~~~r+o~ , ~ ~...:.i::' / ENTRANCE j r ,
~ O LIMPTS ~ ~ fNV EL = 3 ~ fs" RCP F'Wq fl , ~ 'N N Q ~ INV.EL = 308,82'Y ~ ~ ~ •n7, .1r1 C
' t2 ' , Comb ; . 05 - PR PERTY BOUN ARY CLEA LNG ~ I ~
v INV - 310.69 : .ti. ree , ~ j !
. `a, . ~ I i ~ , , C~ ~ /z.' RcP; Drainag f f ~ r I 1' ~ f
INV E 1t i - INV EL = a,o a, Area toss ~ ~ i ~ f
PHASE I _75- .Fence . - - . . ,
A - CLRARING 8 , . ~ ' ,~~0 ~ 0~,~_~- Ro Ban 3 d Drainage r f` fi ~ - - to Area Across ~ ! : ; ~ .,_._I Cr]
~ n . - -silt s ~ LIMIT., , AC ESS R A , 0 D ; , o , ' ~ 2 Acre Road to add ,s° RcP ~ I ~ ~ ~ v to Basin 3 INV EL = 301.29 I ~
Fence ~Q : , _ : ence ' ; DIVERSION - ~ f ~ ~ y - ~ ~~1NG LI SITS O
~ ~ DITCH 30 ~ ~ • ' - ,TOR ' ' ' ~ f
f y , v _ - ~ , m z
~ r e .m ~ _ ~ . . 3 if ~U
w : 8 _ , 0 ~C , , - U S,~ 2 _ ; A j ,
are _ - . _ . _ , ~ ~ : LIMIT . . p~~~~ RCP ~ G Tom"`-. ~ U
CLEARING - ~ . ~='3p5. Q" DRAINAGE BA ~ INV EL aoo3o;' ,w Z ~ ~ Sedlrn n~t Basin _
' IMETS ~ . ' ~ . . CLEARI ~ ~ _ 295 ~ ~HAS~ -2.. DELIN 15~ 2 DELINEATION ~QO s ~ ,a r p_ N~~ W Q ~
, : . • L'I STS f~ , = 297.63
`....INV E' , R PNAS~ ~ - asp NE ~ e a ~ l ~C =
v ~ ~ ~ ~ ~ ~ ~ ~ 295 m ~ 3 , ,,l, : ' 'a T tat 3..43 a~ e I ~ W W '~0 'A PHA~.4' WALKING PATH ~ ~ ~ ~ ` . Q
~ ; ' t~, p ~ ~ ~ o o 1J.lTM GRA L SHEIULD~RS I ; ' J J . o e n u d e~d'' 5:91 c re s ti r ' ~ ,8~'_ ..~..I ~ v Q
Za ~ ~ ~ O ~ ~ ~ ~ I! ~ ~ 11A A - ATGd1NE ~ e.; I. d ATptIItEA A n7 e., ~ I, r- ~ . 18" RCP ~ ~ I V E - ~ ~ \
N ~ ~ ,DRAINAGE BASIN ~ _ . f INV EC'= 29T.26~ ~ x; , V /
' ~ h ~ po S1 15" RCP ' DELINEATION Z , o `INV EL = zs7.az , a 0
275 ~ LINE - ' ~ , ' ~ LLJ
0 r\ Q~ Q N ' - 285 - 2
N' ~ ~ ~ ~ ~ ~ 2 . "`.~.._""`--305 ~ - ~~I ~ Ba ~ ~
2961- ERSION; 7
DIT H - p , ~ : CLE~ Comb ~~00 ~ ~ j , ,z°' ~ Z
0 ~ c~ 0 a 0~ 2 CLEARING _ ' z ~ - ee ~
2~ LIMITS en 'in : • 30 1 Prote tlan I,' ` CLEARI~'GE'LI r TO R/W ~ ~C
, Silt ' ; .f
g0 CLE, ~ Tea - _ . CLEARI ~ ~ ~ ; Fence ~ ~ ~ ~ -1 m
, _ - 0 •LIMI' ~ ~ ; N a .LIMITS ~ ~ ~ ~ '~i ~p5
, 3p0 ~ ~ ~ BAFFLE' I ; :
? ~ O /~~!"'SI I ~ 4t; 1. I • W I I
1\ - ores 9 :.r. - e n u s, N Za5 , 29S , i) IL1 r, ~ 1,~,; , ~ CLEA G ~ . `CLE LNG f
$ S' r ,....LIMITS ~ ;L.~I #T5 ~ ~ ~
' : ,q CLEARING - CLEAR ~ ~ ' : ' ~:I
a, ~a c~ ~ ~ LIMITS ~ .....LIMITS o '
~ ~ Silt , ~9 DI ~9 ~ DIVERSION, _ r © Se invent ~ ! ~ ° ~ ' ;ii ~ PREP
o N e in~en. assn , . ~ - ence Dl , a 2 ' 5 , . ~ ~ ~ ~ DIVERSIO~; ~ ~ ~ , ~ , DfTC DITC sin 3 ;
2 Q 28 ~5 , D SI ~ " I. ' SURFAC EL - 283.5 , . AT i1M OF SURVEY
1 1 ~ I f:
DITCH , a ~ - acv s 2 ~CT 8., HDf
. ~ , 1~ a ~ INAGE -BASIN FENCE INEATION ~ ~ ' DRAT A BASIN ~ rI~
~ m ~ DELINEATION'•- e n u e - .ore s _ . , N ~ ~
~ bRAN ~ BNIN,'; T ~ AGE, , LIMI ' ~ p o o - DE E TiON ~ ~ ~ 8 HdPE 1 INV EL = 282 23 , ~4
~ ~ DELI~k A110N~ ' N DI RSION ~ ~j,' - D VERSIO ' LI
S , TCH. n; rD CH. : 51LT ~
LEI ~ FENCE I'; 'LEADING LIMITS j- OUTLET
N ' ~ . LI IT .I IT 'C o ,jl
'.CLEA ING d' ` ' I I~ Tee ~ ~ ' I I
LIMITS ~ ~ _ -~t> ~
28 a ~ t~ ` 28,5 ~ , ~ ~ ~',atecti . I I: , Silt. Ip' 'ASP ALT.,`1~AL G P ` I CLEARING LIMITS m
' Combo. ~ . edirrlen Tree _r-- 275 ~ , R ! ' ence - W TM 2' GRAVEL S~ ULDERS .-Combo ` • ! j, TO R/W p ILT CLERRIN I! , in
Pro ec 1 CI5111 SII _ ,;y~ ` ENC `LIMITS Pratec j '
' silt.... - CL ARI ~ LIM S' ,
~ _ , ASE ~1 ~ . , - , _ , ` Fence .
t CLEARI G 0 silrr FEN, E ' ~ ' S e d D~ , ~_OUTLET ~ r ~ i 5 ~ n t S I n w I, o
LIMIT , _ I E NG . , SILT 11'TS S F E o S~ll~n~n ,~a~ln ~ ° ~
20 ~ - 280 ~s ~ FENCE ~ ~ FENCE SILTN ~ ? ~ Total = 1.77 acreso H
rv OUTLE - . . ~ ~ SILT FENCE FENCE Tota = 1.x-24 acres Denuded = 0.29 ac ~ ~ ° o
~ . ~ . ~ 1 LT SILT FEN E A R Y a m N N OUTLET iARY Denuded 1.18 acres ~ ~ r
FENCE OU LE ' ~ ' al~lERSION C ~'-ice"' I ~ ~
TCH <<~
t.N ~ Opzo~lo ~ o~~~
_ N07ES:
- 1, #linimum comer cleaance from curb line o intersecting streets GENERAL NOTES =EARING shill be at least 20 ft from point of tangenc of 1ha curb. No 1. SEE SHEET 5D-1, 2 & 3 FOR STOR DRAINAGE SCHEDULE. I~l I a~~~
~ ZS5 w1- drivewa shill encroach on this min'unum a er clearance. IMITS 2, Ni public stroats shown on these plans sh I have the lull width of 2• ALL SANITARY SEWER MAINS SHALL B PVC (SDR 35)
- the ri ht-of-wa dewed and ailed within 5 feet of all street UNLESS OTHERWISE SHOWN. p,' 9 Y 9r ~ I i L~Q~
~j , htersections, The full width of right-of-way hill be cleared and 3. Ai.L WATER MAINS SHALL BE DUCTILE ERON C15q PIPE. ,faded along Old 4,lilbumie, Buffdoe and Faes Ile Rands, ALL MATERIALS AND INSTALLATION SH LL BE PERFORMED Lr_ d ~ mN
DIVER ION , 3. Far the proposed access prinks an 8uftaloe Road and Forestville
t DITG :N Road, the ovmer/developer is responsible far a y conflicts with existing IN ACCORDANCE WITH CITY 4F RALEIG STANDARDS AND I` ,d' AND SPECIFICATIONS AND NC DOTS NDARDS AND Ce p or proposed uldittes, drainage devices, fire hyd ts, utility piles, tl a street fights, catch basins or similar objects w bin 23-feet of AND SPEClFICAT10N5 WHERE APPLiCAB E. UTILITY INSTALLATIONS AND 0 ER PUBLIC ~ ~ ~ FACILITIES, INCLUDING 51DEWAL S AND HANDICAP ~
'~tTSI ~ driveway centerline: Caastmction drawings vial orr an inset showing 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, RAMPS ARE TO BE CONSTRUC ED ON ALL STREETS ~ D~A~ AS SPECIFIED BY CITY CODE, THESE FACILITIES
ot?"~" dl dbr,ensions and other information required f constroction, The FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER Q ~'LT contractor wi& correct an errors or omissions ncoverod in the field HAVE BEEN APPROVED BY THE CITY OF RALEIGH GMM AND SHALL BE SO INSTALLED NLESS A CHANGE
S / 4. The WC access ram s will be rovided Ina ordance with the OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE IS AUTHORIZED BE WRITTEN AP ROVAL PUBLIC NECKED
~ ENCE ~ ~ Rdei h En meerin Standard Oro~in STD 20.11 Where sidewolk is not CURB LINE ELEVATION SHOULD BE PLA ED WITHIN A S1GHT TRIANGLE. re igred olon the Public ROW, curb is lobed ressed at mi ram SANITARY SEWER EASEMENTS RE TO BE RECORDED GMM PRIOR TO FINAL ACCEPTANCE.
2`S ~n . ~ at'lons shown on Sl0 0.11. P P a ~ TRANSPORTATION SERNCES ~ ~ ~ I APPROVED
_ 5. Private Street Inspection Skatement - The c nstrucGon inspection SIL~ ' NC of private sUeats within duster units, condomin ms, tormhouse NOTE: . i ~ I GMM
,`j, U) developments and mobile homy parks submiitod fa Gty approval is OUTLET is ' the responsibTity of the owner/developer. Capf s of certified MINIMUM CORNER CLEARA CF PUBLIC UTILITfES I I---' I STARS DATA I
N~ - SILT en~ectian reports involving subgrode/ aggregat base, praafrolEs, h~q p ~ cLE G ~ FENCE FROM CURB LINE OF GRAPHIC SC LE CONSERVATION ENGINEE I JOB CQDE
S~!' aggregate base and asphalt daasllias and thick ess, and other ' LI TS pertinent information must be submittal to the City's Engineering IN ERSECTlNG ST p/ i uuuu rrlrry~
F T RESTS S ALL too 0 5o ion 2ao ana • ; - Inspections Idanager at PO Box 590, Raleigh, N 27fiO2 ar foxed to ~ PLANNING ~ ~ =.3 D i H • . -
' ' . ; [phone]. Contact Lary Anderson at (91)831-6810 to obtain BE A T LEAST 20 FROM HE i _ - - ' dotails of the above requirements. } I Q6. j = DRAWING
POINT OF TANGENCY. 24 ~ N~ ~ ~S ~ ~ , No. SEaL
Corxtbo ~ ~ r'~ 0 { IN FEET ) Combo 0 i- .o; '
Tree ree i inch = 100 #t.
"~Pr tectlon/ Protec~op.~ TREE PRNTEC N FENCE
Silt
Fence ce i ~ ~

A ~
- ~ O 8 ~ Z O ATC U A ~ ~ r MATCHLIN MATCWLI E A MATCHLIN A ATCHLINE A U
J .
N ! G ASIN , d ,•DRANA E B N
DELINEAtION N N N C > U ~ ' LYO
- ~ ~ w . - _O a O
5 LINE ; l ~ ~ - 2 ~ .
. ~ ~ o~ _ ~ Qv Zcprrn
~ Q . 285 - ~ N 0-vi ~N~o
d ~ , ~ , 3 ~zr~~
. ~ ~ d'.
29 ~I-- ERSION. - ~ ~ ~ ~ ~ ~.,,r.
.DIT H~. - ~~~'~rnrn O
~,~¢~~m ~ ~ [
0 2 CLEARING - ~ ~ c
~ o o ~ W
• 2 LIMITS r ~
. , _ ,
, . - . ~ Area` 2~1
0
N O
, ~ ~ T a !
c~ - i 4.,_ ' 1 ~ i O , ~ Ln ~ o . ~ ~ ~ ~ a
. N ~enUd d = 2 ~
~
t^~. ,
- 5- 8 2 , ~ ~ ~5 Z = ,
. ~ co ~ , ~ ,

N 1 . '
,
V N - ~ - ° ~m o ~ ~ ~ _ ~ ~ ~
, ~ ~ - - . i
• S -rl ~ ~ ~ ,
2 280 ZS ~ z~
. 8 , , ,
. b:-'- - SI O . - DIVER - _ ~
~ ~ - , . z c.~ ~
H. . _ .
~ a~c r 5 _ _
N 8 Woo'-=
• . ~ 4
O .Gres ~ ~ ~o~~ ~ N ~ .J J
. CLEARI G ~ - ~ ~ ~ ~ `D ~ AGE.. B~~(N - w v
LIMITS ~ , , o 0 . _ a ~ . ~
~ • DELI ATION ~ , ~ ~ . " D VERSIONS a- ~ ~
_ of ERSION _ `LINE S
~ D CH, . ,
~ ~ , , ~zw
~ - Cl'_ _ ~ , ~ ~ ~ C~ <C
. ~ _ ~ ~ ~~.CLEA ING , ~ cA ~ ~ ~ ~ ~ COQ
d , 0 ,
LIMITS : . ~
- -
O ~ ~ ~ ~ ~ Combo -
,
. ~ _ ~ , Tree 275 . ~ Sedi,men ° c.~
, Protectlo r- ~'S I {`1 ~ ~
slit • CL ARI
" ~ 54 LE ~ 0.4gR ~ 3~fi~ RCP ASE ~ 1 z
~ L1M TS • ,
~ _ - - ,•a ~ w •,t .ci~,17
AR1 ~ _ ~ _ CLE . - 0 - ~ d , E: ..:n
t C.. - z
LIMIT - w - ~ ~ . - ~ - r o ~ ~C~ RING
V) ~ VVV ~ SILT a ~ LI TS SILT F E
, N . 2 N FENCE ~ ~ OUTLE FE
~ t!3 ~ ~
~ o h SILT FENCE
~ , co '1 ~1LT N. SILT F N E ~RD
° ~ ~ OUTLET ~ ~ , : FENCE OUTLET
- D~/ERSION
~ H TC
_ ~ NOTES: ~ L L
, .
' 1. Minimum comer clearance from curb line of intersecting streets ' ~ - shall be at least 20 ft from point of tangency of the curb, No ~ ~ ~ CLEARING LIMITS
- ' driveways shall encroackt on this minimum corner clearance. COMBO SILT ~ TREE PROTECTION FENCE
' 2. Ali public streets shown on these plans sholf have the full width of N z
ARING the ri ht-of-wa cleared and raded wikhin 50 feet of all street 9 Y 9 25 _ ~fiL 5 ~ intersections, The full width of ri ht-af-wa shall be cleored and SILT FENCE
9 Y GENERAL NOTES ; ' iI M I raded along Old Milburnie, Buffaloe and Fores#+n11e Roads. 9 DIVERSION DITCW
3. For the proposed access points on Buffaloe Road and Forestville 1. SEE SHEET Sp-1, 2 & 3 FOR STORM DRAINAGE SCH )RAINAGE SCHEDULE. a
Road, the owner/developer is responsible for any conflicts with existing 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35; o~ ' - - or proposed utilities, drainage devices, fire hydrants, utility pales, PVC (SDR 35) TREE PROTECTION FENCE 0
UNLESS OTHERWISE SHOWN. e~ street lights, catch basins or similar objects within 23-feet of T R MAINS SHALL BE DUCTILE IRON C150 PIPE
driveway centerline. Construction drowings will show an insek showing 3. ALL WA E DIVER ION tON C150 PIPE. ~
- al! dimensions and other information required for construction. The 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFOR _L BE PERFORMED SEDIMENT BASIN ~ ~ ~
N contractor will correct an 6mors or omissions uncovered in the field. CCORDANCE WITH CITY OF RALEIGH STANDARDS ~ D I TC Y IN A 4. The WC access ramps will be provided in accordance with the AND SPECIFICATIONS AND NC DOT STANDARDS AND STANDARDS AND ~ ~ o NDARDS AND - ~
• ~ ~ Q Raleigh Engineering Standard Drawing STD~20.11, Where sidewalk is not
Sed e re wired clan the Public R AND SPECIFICATIONS WHERE APPLICABLE. q g OW, curb Is to be depressed at all ramp 5, NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING INLET PROTECTION W ~ N ~ )BSTRUCTING WALL, --~c
locations shown an STD X20.11. BC(SI ~ r FENCE FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR 0~ ~y O 5. Pnvata St eet Inspection Statement -The construction mspechon tEHICLE, OR OTHER ~ U I O
1'.~, of private streets within cluster units, condominiums, townhouse 08JECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABO SILT FENCE OUTLET V HEIGHT ABOVE THE \,,~~„u ,trrrf;gr,, p Z ~
S LT devela ments and mobile home arks submitted for Cit a raval is CURB LINE ELEVATION SHOULD BE PLACED WITHIN A S P P Y PP s ED WITHIN A SIGHT TRIANGLE. ~ , • ~ W U = I r. ozc~~
the responsibility of the owner/developer. Copses of certlfled . ~ ENCE • _ inspection reports involving subgrade/ aggregate base, praofroEls, Q~w~
~2qs aggregate base and asphalt densities and thickness, and other
' ~ pertinent Informotian musk be submitted to the City's Engineering Q 11aN PIPE fl i CO~ISTRUCTT~~1 EQUE~JCE - : spa '.-~~Q~
. S JL Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to 'I , UTILITY INSTALLATIONS AND OTHER PUBLIC BLIC C~EARIN~ RND RUBBTNG ~ mN~
[phone]. Gantact Larry Anderson at [phone] to obtain ~ ~ FACILITIES, INCLUDING 51DEWALKS AND HANDICAP details of the above requirements. RAMPS ARE 7o BE CONSTRUCTEQ ON ALL STREETS HANDICAP {~i ' GI EE o~ ALL STREETS i,(~ ;U
AS SPECIFlED BY Ci7Y CODE. THES£ FACILITIES ~I I EN1.i HAVE BEEN APPROVED BY THE CITY OF RALEIGH 'J F RALE GH ~ 4,~~r'Y/, IVI C~ t`~' > ~ ~
AND SHALL BE SO INSTALLEb UNLESS A CHANGE Igf7p+~1!1111 DRAWN A CHANGE Pueuc 1. OBTAIN GRADING PERMIT, GMM
OUTLET ~ V 15 AUTHORIZED BE WRITTEN APPROVAL, PUBLIC - = 2{5J5 SANITARY SEWER EASEMENTS ARE 70 BE RECORDED p ; ~ NOTE. PRIOR TO . . SILT 6E RECpRDED
~ ~ ~ ; ~ MINIMUM CORNER CLEARANCE 2. INSTALL PHASE 1 OF TE PNRARY EROSION CONTROL DEVI ES AS cHECK~D
" ~ ~ CLE R ~ TRANSPORTAl10N 5E ES `L ~ FENCE ~ SILT FENCES, FENCE OUTL TS, .GMM SHAWN UN THIS PLAN INCL DING, APPROVED
FROM CURB L1NE OF ~j ~ ~ hl - TS PuBUC uTIUTIEs `k : 1N 1~ERSEC CONSTRUCTION ENTRANCES, IVERSION DITCHES, AND 3 BASI S, GMM
TING STREETS SHALL 5 ~ ~ A A~ 3. 'CALL INSPECTION DEPAR MENT AT 857-4412 TU TNSPECT START DATE
O ~ ~ CONSERVATION ENGINEER i k~ BE A T LEAST 20 FROM THE
k` , . ~ 8' - , s k , POINT OF TANGENCY. PLANNING DEVICES PRIOR TN BEGTNNT G GRUBBING AND CLEARING. ~oscoDir
mn~odarmm~ne se f ~ ~ r / ~ 4. MAINTAIN AND INSPECT D VICES AT LEAST ONCE PER WE K AND
Z D~ GR P N s S A HIC SCALE ~ ~ ~ AFTER EVERY RAINFALL EV NT OF/~ INCH NR MORE. REM. VE
h ~ ~ Q U O Q 6a 0 30 fi0 120 2qa SEDIMENT WHEN ACCUMULATION REACHES/~ OF DESIGN DEP H. DRAWING
CHECK EMBANKMENT, SPILLW Y AND OUTLET FOR DAMAGE AN No.
- - O., Q Tree , .,Dw,.~.;.~~~..~ / 'r'nrr-' inn-rrr~ nn i r-r-A Ir-~r- r Tnnm ~
RESTORE IMMEDIATELY, MAI TAIN LOG OE ALL ACTIVITIES, ~ ~ ~ Q r [1T nraT hAIT nnAanl i Tn ri'111TTlThlr AAfT /"~I f Ai'ITAI/"
i i v~;~~~ Ulf I KLL rKL I ILL, I 1 IN r LINL ins' `L6o' J I F1K A)NJJ LLJM" -LL I L UN T JS-bilAU HIND C,LLHMIINU " ' `
~ ~ it. Silt

15" RCP ~ ~ 1,/ i
NOTES. 4~~J ~t~ -.;3Q~5. ~ ,x,, ~ 1. Minimum comer clearance from curb line of intersecting streets ° ~oa,~n , ~1' ~
shall be at least 20 ft from point of tangency of the curb, No ' CONSTRUCTION SEQUENCE
II ncroach n thi i i o e clearance, ~ ~ ` dnveways she e a s m n mum c rn r ~ , ~L L
2 All public streets shown an these pions shall have the full width of ' ~ 2 the right-of-way cleored and graded within 50 feet of all street ~ CL ~ ~ ~ C FARING AND GRUBBING J
~ c s , - intersections. The full width of right-af-way shall be cleared and , ~ q , 1r C > U ~
graded along Qld Milburnie, Buffalos and Forestville Roads. ~ - , CLEARING ti ~ I' , O ~ COMBO SILT A TREE I a~ 1 SILT A TREE PROTECTION FENCE T, _ ~ u..
3. For the proposed access paints an Buffalos Raad and Forestville ~ e owner deveio er is r si an i ' 'n ~ T Road, th / p espon ble for any c fi cts with exlstl g . L ~,T 0~ z~or~rn
v-ate--- ~ . ~ C/ SILT FENCE ar proposed utilities, drainage devices, fire hydrants, utility poles, ~ R C ENCE P, INSTALL PHASE 1 OF TEMPURA VICES AS D TN N ~
street lights, catch basins or similar objects within 23-feet of \ r V / _ C 0 D V RSi DI CH SHUWN UN THIS PLAN INCLUDING, SILT FENCES, FENCE OUTLETS, ° ~ ~ ~ i' ° I~oN DITCH CUNSTRUCTIUN ENTRANCES, DIVERSIUN DTTCHES, AND 3 BASINS, ~ ~ ~ N ~
d I E ON T drivewa centerline. Construction drawin s will show an inset shawin
all dimensions and other fiformatinn required .for construction. The lC contractor will correct any errors or omissions uncovered m the field. U~ qT ~ ~ ~ ~ TREE PROTECTION FEI Q f~] ~ d~ ca 'ROTECTION FENCE 3. CALL TNSPECTIUN DEPARTMENT AT 857-4410 TU TNSPECT N
~1 P P _ ry~ ~ 4. The WC access ram s will be rovided in accordance with the ~ ~ a ~ ~ ' ' .
J L ~ o a Raleigh Englneenng Standard Drawing STD~24,11. Where sidewalk is not ro ~ ~ o" DEVICES PRIUR TQ BEGINNING GRUBBING AND CLEARING, ~
required along the Public ROW, curb is to be depressed at all ramp ~ SEDIMENT BASIN ~ I~ ~ ; locations shown an STD ~20.1L _ q . NT BASIN 4, MAINTAIN AND TNSPECT DEVICES AT LEAST UNCE PER WEEK AND ~ ~ ~
5. Private Street fnspectian Statemenk -The construction inspection P W AFTER EVERY RAINFALL EVENT UF/~ INCH OR MURE, REMUVE
of private streets within cluster units, candaminiums, Townhouse ~ x-- CLE I
developments and mobile home parks subrnltted for C1ty approval Is ~ ~ INLET PROTECTION the ;responsiblhty of the owner/developer. Gapies oi, certified L) M I T .{F ~ 'ROTECTION SEDIMENT WHEN ACCUMULATTUN REACHES % OF DESIGN DEPTH, CHECK EMBANKMENT, SPILLWAY AND UUTLET FUR DAMAGE AND ~
ins ectian re orts involvin sub rode a re ate base roofrolls `d. P P 9 9/ 99 9 ~ P ~
a re eta base and as halt densities and thickness; and other SILT FENCE OUTLET 99 9 P :NCE ouT~ET RESTORE IMMEDIATELY, MAINTAIN LUG OF ALL ACTIVITIES
ertinent information mus# be submitted to the Cit 's En ineerin ~ W ~ , P Y 9 9 5. START AND COMPLETE GRUBBING AND CLEARING,
• ~ L... ` Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to ~ • [phone]. Contact Larry Anderson at [phone] to obtain ~
f details a the above regmrements. , > ~
`e • w

, TO T~ ~ D~1 U(I DC A ~4EA - 4~a ~ c, Q
GENERAL NOTES CLEARI G 15 ~ ~ DRAINA ~ , _ GE .BASIN. . ~ Z ~ / INV EL - 08.~ V EL - 08.4G ~
d 0 ;0 1. SEE SHEET SD 1, 2 & 3 FOR STORM DRAINAGE SCHEDULE, - DELIN ~ ~ EATION 15" RCP
. A L SANITARY SEWER MAINS HA PV ~ " 2 L S LL BE C (SDR 35) !NV EL = 309.45 ~ a-
Lf~E . ~ N S THERWISE SHOWN. g U LES 0 15" RCP
d ~ ' 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. INVEL=309.16 RIGHT-O~-WAY ~ I z
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED 0
~ ~ . IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ „ ~ ; , ~..1 15" RCP Q ~ INV EL = 308.00 Z5'~ 5S,
AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ AND SPECIFICATIONS WHERE APPLICABLE, Cv INV EL - 308.09 ` . . n,, ~ ~
Cr'7 ~ T T TIN P T N H RUC G OR AR EA T TIN WA 5, O S G 085 LLY OB5 RUC G LL, `
js, s FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER LEA'RI ~ .,1.5" _ BRA VET ~ C~
T TWEEN F TAN F T IN H I HT ~ - GNr` OBJEC BE 2 EE D 8 EE E G ABOVE THE ~ INV EL - 30 ~ ; 15 RCP ~ z Nr~o~,_ o. INV EL - 3a~.24 coNSrR~cr~oN o
LIMITS ~ ~`a. CURB LINE ELEVATION SHOULD BE PLACEb WITHIN A SIGHT TRIANG E. L~ 15 RCP - 1'5" RCP Y D ~ EN r N CE U
~ ~ INV•.,EL = 30f ~ ~ INV EL = 308.82 ' ~ - ~ ~A
Lr) _ ~ , r~A Q ~ ~ c ~ c ~ _ CLEA ING z z
' '!17 GJ v ~ o -
INV - 310.69 Y LI I T ~ z W
Nn TE: - ~ ~ -
MINIMUM CORNER CLEARANCE - ~ ~ , • . ~+_'~A I I
12" RCP; '''y~.. ~ W W
S FROM CURB LINE OF - , INV EL - 310.41 ` r `r ~J J
INTERSECTING STREETS SHALL - - _ . - -
~ ~
BE A T LEAST 2O FROM THE - • - -
POINT OF TANGENCY. .
D - , , r. o
(VERSION _ , ~ ad
' _o ~ - C? Q ~
DITCH 0 4,1 ~ ' C~ z
. Q g ~ +r'
• -
_ . ~ o ~
,~i Ai. " ' )
d . R~ , ~ ~ CLE RI ~ ~
d: ` `S;. LIMIT ~ ~ ~ Q
.
y _ DRAINAGE BAS S.e`d I~~, rl t z
. 5 CLEAR( G 9 7PHASE 2. DELINEATION w
d -
LI ~ _ ~ ,1 "''RCP s~ _ . . INV E! 2 7.6 a ?97.63 PHASE ~ ~
F~ , ~ ' ~l •
. ~ 5 a3 9 . 2 0 ~ ~ , 30 'o T t a l s
~ 3 , Z J 0
i • '
H Q _ ~ a'~ - - enuded
LI E A MATCHLIN A A'CCHLINE A ` . . 0
. _ .
~ •DRAINAGE BASIN - : 0 ~ _ ,15 RCP~~ . ~ ~~~f
DELINEATION ~ f~ ~ 0 - . I N
- ~ ~ _ ~ - LINE', INV E=L = 297.82
- ~ r! Q 1 285
~ .
. 5 , , ~g
2 9 _ . o
~I- ERSION
o DIT H - - . ~ . ~
~ , . o0 r. .
N O N
" , - 30 ~ J
1
. -
' ~ ~ J ~ ~
_ ~ WLLNpZ ~ - CLEARI
UTILITY INSTALLAl10N5 AND OTHER PUBLIC ' FACILIT1ES, INCLUDfNG SIDEWALKS AND HANDICAP - ~ ' . i ~ 'LIMITS ~ . - ' ~ ~ aoz~a
_ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS - AS SPECIFIED BY CITY CODE. THESE FACILITIES . , , , t ~ , ~Gre~ ~ _ :300 _ Qz~~
HAVE BEEN APPROVED BY THE CITY OF RALEIGH O AND SHALL BE SO INSTALLED UNLESS A CHANGE O CQ . ~~w~
IS AUTHORIZED BE WRITTEN APPROVAL PUBLIC Q~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ C~j ~ ~
PRIOR TO FINAL ACCEPTANCE. c . 2 .~a d cre~
TRANSPORTATION SER CES - 5 ~ m N
8 , 2 . . _
PUBLIC UT1LIT1E5 , ; _ 7 ~ ~ ~ ,i..--'"~~ _ DRAWN
CONSERVATION ENGINEER l p '
N M
PLANNING CI~AR1 HECK M _
e , ~ S GMM IT
PPR 9~ D11/ERSI0N - GM M
. ~ ~ I START DATC
. 8~ • , 2 f;! RS C S,. DI TC
, - . N~C JOS CQDE
GRAPHIC SCALE . . . --Pn
00 0 3D 60 120 240 . _
H. 1 _ _ ~ ~ 0~ 29~ ,r--~,,,,c~~~~, ~ DRAWING
I ,C E DRAINAGE $ASIN ~ No,
(IN PIJET } - U~ .
1 inch = 80 ft. - ~'n ~ ~ C'~~ ~ / ~ m
1 LLl
LINE N , 8„ HDF.E
'DR: A, IMN AGE, B I U

li.~ `:r;... ~ 15" RCP
NOTES. ~ ~ INV EL = 308.00 ' ~
' , ~ 25 L Minimum comer clearance from curb line of intersecting streets ~ 5 shall be at least 20 ft from paint of tangency of the curb, No .,h - caNSTRUCTION SEQUENC~~-~~ ~I J
GR 'v a shal ear ach on this minimum comer clearance. 1 ~ A E - dn ew ys I n o S
2. All ublic streets shown on these Ions sha11 hove the full width of Rj` ' ~ 15 RCP A A . . ~ INV EL - 307.24 CO CLEARING A D GRUBBING I .
the ri ht-of-wa cleared and graded within 50 feet of al! s#reet Q RUC 9 Y ~ F. Q Tl Q - 15 RCp~~- - intersections. The full width of right-of-•way sha11 be cleored and {?g I j i ~ c ~ w x o~
, Y N I - R graded along Old Milbumie, Buffalae and Forestville Roads. NV, EL - 308.82 ~E • Dj
s In s n uffaloe Road and Forestville `~1```~-~. ~ ; 3. For the proposed acce s po t o B , 1. OBTAIN GRADING PERMIT ~ J ~ ~ ~ ~ ~
Road, the owner/developer is responsible for any conflicts with existing 1 , INSTALL PHASE 1 OF TEMPORARY EROSIO ' CG~f~T~R DEVICES AS o ; ~
ar ropased utilities, drainage detices, fire hydrahts; utility poles, _ P INV E - 310.69 LI IT street lights, catch basins or similar. objects wikhin 23-feet of , SHAWN ON THIS PLAN INCLUDING, SILT FEN ES., 'FIN E OUTLETS ° ~ ~ ~ i' °
'v wa centerline. Construction dtawin s will show an inset shovrin ~ drl e y 9 9 CNNSTRUCTIDN ENTRANCES, DIVERSION DITC E~I, (~~N 3 BASINS, Q ~
o!I dim eq ~ ' ensions and other information r uired for construction. The ,
contractor will earrect an errors or omissions uncovered in the field, Y ~ " • Drain c 4. The WC access ram s will be rovided in accordance with the ~ 12 RCPT A A L s INV EL = 310.41 ~:v Drainag 3, CALL INSPECTION DEPARTMENT AT 857-~41~ ;'T~ NSPECT
Raleigh Engineering Skandard Drawing STD~20,11. Where sidewalk is not.. Area DEVICES PRIOR TN BEGINNING GRUBBING A~1D 'C,~! ~A NG, ~ ~ Area cross -
re uired aion the Public ROW, curb is to be depressed at all ramp. ` ~
locations shown on STD 20.11. ~ ~ Q ~ R oa d ~ ~ • rivata Streot Ins action Statement -The construeiion ins ectiar~ ~ - 5• P p A Road o add Dr i 4, MAINTAIN AND INSPECT DEVICES AT LE ST; ~'Jf~CE- f~R EVERY RAINFALL EVENT OF IN ?H ~ MC~RE~ REMOVE
• of rivata streets within cluster units, condominiums, townhouse • ~ ~ B a A - to Ba in 3 Ar aS~I~~T WHEN ACCUMULATION REACHES % iDF~SIGN DEPTH, ~ ~
. developments and mobile home parks submitted for City approval is ~ _ _ ~ Acre Ro dCI~~I~iBA{~K~~NIT, SPILLWAY AND OUTL~T D;ciMAGE AND ~
the responsibility of the owner/developer, Copies of certified r
inspection reports involving subgrado/ aggregote base, praofralls, ore ate bolo and as halt densities and thickness, and o#her 'm r~ 99 9 p to B~~t~TO~E I~iME~I~~~Y~ MAINTAIN LOG OF AL~I~~ ~ACi~IVITIES,
pertinent mfarmahon must be submitted to the Citys Engmeenng z ~ ' ' : A MPLETE GRUBBING AND LEA I~IG~ ! ; ;
Inspections Manager at PO Box 590, Raleigh, NC 27602 or faxed to ~ , • . . I .4,F 7 I
Anderson a 919 831-6810 to obtain ~ ; {919) 831-6339. Contact Larry t ( ) details of the above requirements. • ¢ ti ~ I
` Y ""tea o /yl~ D~ I I V 1
~ , ' ~ ~
NI I }f { r ~ ~ /J 'i 11 ~L
Y I , GENERAL NOTES , . • . - CLE R
, 1, SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. ,P r
2. ALL SANITARY SEWER MAlN5 SHALi_ BE PVC {SDR 35) a - ` ~ HA 15 RCP _ R - ~ ~ ~
~ . ~ o e ~ , UNLESS OTHERWISE SHOWN. J',C~...,.• ~ ~ INV E~. = 300 3p'" ~ . T'~F'.W~ + I Y
A TI I N 1 PIP DI`,AINA~L.:UAS 3. ALL WATER MAINS SH LL BE DUC LE RO C 50 E. . ~ E~j ~ z
4. ALL MATERIALS AND INSTALLATION SNACL BE PERFORMED
DELINEATION , s , IN ACCORDANCE WITH CITY OF' RALEIGH STANDARDS AND ~ J> ~
0 RDS A ~ RCP _ - ~4~ L NE , AND SPECIFICATIONS AND NC D T STANDA ND , i ~
N P IFI ATI NS WHERE APPLICABLE. _INV Ei . = 297,63 ~ AD5EC C 0 ~
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, - ~ S ,
FENCE FOLIAGE BERM, SIGN, PARKED VEHICLE, OR OTHER m ~ O - ~ • . o Z . o OBJECT 13ETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~ 10 A PHAQ~fi WALKING PAIN o o
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ ~ • ~ WITH 2` GRA L SHOULDERS'. l ~ ~ ~ v ~
e- w I e S ~ ~.....i I~ 1 II V E8„_ zs8:41 ~ ~ ~ ~
~ O , ~ 18" RCP ~ : ; ~ z Z
' J INV EE . 297:26 I ! _
_ ~ ,
> ~ 15" RCP , j:. - . NOTE. ~ ~ •
CNV EL = 297.82 '
CORNER CLEARANCE MINIMUM , Zi ~ , . G . ~ ~ Q~ Drain.~g p ~ w ~
~ . . FROM CURB LINE OF . ~ PE Q
_ , TERSECTING STREETS SHALL ~ IN 5 ~ ~ ; . Ar r
2 , + ; . _ m ~ f~, , R to add t~
BE AT LEAST 20 FROM THE 9 S V r~ , _ Q
GENCY. POINT OF TAN 3~ , . ~ ~ ~ ~ ~ ~ ~ f ~ o Basin 3
5 , _ . r- ~ 7.5 Acre ~
a ' ~ ~ ~ , ~Q
~ - ~ C r 12 HOPE O Q C E;A ~ 1,;'~~ Comb I
o ~ ~ - ' 1::1 r;~ ~ ree ~ r ~ CLEAR~NN~G~`L1~11.47 ~ z
3 0
` ~ Protection / ~ r ~ r`~r TO R/W ~ ~t
~ ~ SIIt m I u ~ m
''p '
CLEARI ~ ~ - • , 65.6A ~en Qe ~ ~ ~ ~ I ~j ~ O~
•LIMITS
~l k~: ~ ~
o : , 0 . 3 BAFF~~ j 'I` ' ' ' ' ~ ~I ~ z
• • - _ . ~ ~ ~ ~ '
+r ~ .
S • 9 ~.I. - ; ~ - f~~I 'j E~:a r,
~7 • CLEAR G . G ~ CLE INS ; i~
.........LIMITS' ~ :If I i
LI S Q. '
s., 1.. ~ ~ m
CLE. RI ,f • _ A CLEARING Llh41TS
LIMITS • ~ ~ ' t ,o , d i 1
CONI30 SILT & TREE PROTECTION FENCE _ ~ ~ ~ ~ _ 85.6 ~ o ~ I ~
- , D ~~-a o SILT FENCE r.. , ~ Q DITC . Se invent ' ~ P~ P 65.60 ~ ~ M ..s ; ~ ERTY ~
U f sin 3 ~ I
~ ~ y DIVERSION DI CM i T DITC , SURFAC EL = 293.5 ~ ' ' !
. AT TIM OF SURVEY ` ` +
' TREE PROTECTION FENCE ~ ; I ~ ~
, - ~ , 8., D H I~ 4 Ip, I i~` i I
SED S N 9 ~_I,N.V EL = 9. IMENT BA I Q g, ~ : ~ j ~ ~ f ~ , ~'1
DRAINAGE BASIN ~ ~ FENCE ~ . 1~%
DEL:INEATIQN - m ~ + IA 1 0
x1" INLET PROTECTION tS ~ °'''°'f' DRAI A DASIN mI ! - ~ ~
LINE ~ N , i ~
SILT FENCE OUTLET tt , ` ~o DE E TION r' i ~5. / I { f,~ p I O
~ O INV ~EL = 282.23 • x ~5. , x LI 0 ~ / N '
- D VERSION • ~ , o
~ ~ D TCH~ SILT ~ ; ~ ~ ~ DON PiP 3 ~ ~ ~ ~ ~ I ~ __.I ~ ~
~E~ I ~ FENCE j ;gyp
• OUTLET W ~ N
• ~ - LI ITS C fro 8 ~ 1a ( 1~ 1 ~ ~ I ~I i~ , . Q Z I ;I i W O z OQ
UTILITY INSTALLATIONS AND OTHER PUBLIC ~ D H ND ¢Sm~~d~4~ daCf~~ '~~4m~~,~Q~~~+ T FACILITIES, INCLUDING SIDEWALKS AN A ICAP G.. ,
RAfdPS ARE 70 BE CON57RUCTED ON ALL STREETS J? i W U` I ~
AS SPECIFIED BY CITY CODE. THESE FACILITI G OVED BY THE CITY OF RALE H rOtectl , -NAVE BEEN APPR 1
AND SHALL BE 50 INSTALLED UNLESS A CHANGE 2g IS AUTHORIZED BE WRITTEN APPROVAL, PUBLIC ~ , S?I:t . q; , 4 , ~ ?~J~
SANITARY SEWER EASEf~ENTS ARE TO BE RECORDED , PRIOR TO FINAL ACCEPTANCE. ' 1 O A S r I~ H~ W ~ - d SALT : WAL G PA _Combo ~ ; CLEARING LIMITS ~ ~ ~ ~
. en ce ~ ;WITH ~ GRAVE GRAVEL SHOULDERS I TD R/W W m
TRANSPORTATION SERVIC SILT' I ' N
~ ; .PUBLIC U11LI11ES - _ , CLEARIN ~ c ; ~ ~ ' ,n: , ; RAC
EN C ~ a$ _ . , • CONSERVATION ENGINEER ~~LIMlTS~ ~ ~ ~~~Protec i ~ ' D ~
~?F-~- ~ J W,, GMM t . . 4 . . .
PLANNING ~ w z~ . , . ~r . ~ , CHECKED I i
. ''SIf~T FEN 'E o , Fer1Ce I . GMM I ' , APPROVED
o ~ 'r : r ~r r o
\ ~ ~ OUTLE r ' , 1 ~ r t ~ I' GMM O ~ I + , i STARi' DATE
T - o ~ 1 , ..rota = acreso '";~';~„'l~ ,
ILT F E ro ~ ~ ~ N SILT f..-`~ I ~ JOB CODE
FENCE ~ GRAPHIC SCALE U TLE FENCE " '
~r 80 0 30 Oa 120 240
Denuded o ~ ~ ~ a c ~ ; ~ AL - DRAWING
` ~o; Na. acres C i
{ IN P')1CT ) 1NEE I
1 inch = 80 ft. _
I n ~I ~I; I Irin ~ i ~tP~l 1 I 1 l~ ~ f li ,rr,,r#'~Citi~,;,~ ~ ~ v v
ro

.rrrr,rrrr rrrr~,.,r• ww...n• U
' ~.+.r.~.r.r rrr.. .rr.rrrrrr.~,rr..r... ~ 1S° RCP, _ . r•~o..rr.rw~.w~..,wru+~rra.r.rr r.,:r.wrr~ jf~,V.FI -..305. ~ k"`~' ~~ff~+-~•~ ppII kk rr JENCE -ROUGH GRADING J
z C~IVJ l l~lJ 1~ J ~w~! .
~ o ~ 2Sk L UPQN CQMPLETIQN QF CLEARING AND LEAKING AND GRUBBING, BEGIN EROSION CONTROL LEGEND DETENTIQN PQNDS ARE d.
~ y ~ .CLEARING CO ~F1 QCATED QN PRQPpSED CHANNERY BEING USED AS SEDIMENT , c v „
` . WAY RQAD SQ THAT WATER CAN T FN SrR " ` . T ~ F M NT BASIN 2, ~ ar RqN Cpl END Q SEDI E R CAN --Jr\V V CLEARINGIJMIT5 BASIN CQNTRQL DEVICES ~ ~ ~ o w a C caMGOSarsrnt~eaor~cnee~c~ DURING; CpNTRUCTIQN ~ ~ a _ rn ~
S Fd" , F 2. AS GRADING PRQCEEDS, ADJUST DIV ADJUST DIVERSTQN DITCHES AS slL ACTIVITIES CLEANQUT ~ _p ~ ° r
- - t. ~qrf , ~ NECESSARY TQ DIRECT SEDTMENT TQ B DTMENT TD BASINS, ~ ~ ~ - °IVeasloNmTCM . 1 U o ~ crv ~ ~
oo ~ ~ ~ ti ,a, ~ 30' BORE AND JACK WITH 2~ MAINTAIN AND INSPECT DEVICES AT 2 ~ a DEVICES AT LEAST DNCE PER -E3--~- TR~erznT>~cnGMR~x~ REQUIRED PRIQR TQ USE ~,1 ~ 1 ~ ~ ~n o
9S ~ ti--'•~., TAP AND SLEEVE AND WEEK AND AFTER EVERY RAIN EVENT, ' g STEEL ENCASEMENT PIPE RAIN EVENT, CQMPLETE RQUGH ~ AS A DRY DETENTIQN ~l`~ 1 ~ ~ ~ z ~ ~ SEDIMENTRASW PQND, ;11 ~ ~ Q ~ ~ r
. GRADING QF SITE, 28 - - ` . . , CLE I ;~3'A \ ~ UNDER BUFFALOE ROAD. 5 ~9 _ . `y~1 ~ 3, AFTER RQUGH GRADING, INSTALL S7 INSTALL S70RM SEWER SYSTEM, ~ I. ; ~ I rn ~ ~
0 295 LIMlT y ~ WATER LINES AND SEWER LINES AS NI qs T, r ~ AND PRQTECT INLETS WITH INLET PRQ LINES AS NpTED ON THE PLANS ~ IMt,~reRGTecnGN ~ ! ; ~ ~ ~ 'v ~ rn
' . w ~ ~ H INLET PRfJTECTI©N AND UTHER I > ; ~ ° cn rn SIt,TREHCeaun.rrT II ,I } ~ d' ~
o o MEASURES AS SHAWN QN PLAN, ALAN,
. I~ ~ ~w ~ I ,I' ~
t I ~ ` U ~ '
f _ . 15° RCP ~"\`~:;~,,~7~,,~CLEARI xG INV EL = 308.46 - ~ :~6( ~ 15" RCP
'`~,~I~ INV EL = 3a9A5 ~ t!) ~gC. ! ` : ~i 15" RCP J ~ .11 ~ ,
r) - ~ y . INV EL ~ 309.16 1l 9.56 IGHT-~E-WAY TOTAL DEIUUDED AREA _ 48.55 AO.
~ a TE TION ~ + 4
V 15" RCP j INV EL = 308,00 Z~'x ~5. ! I
' ~ ~J , p 9 eZ. +~i~ Is° RcP GRAVEL ~ ~ ~
15 CLEARI v Q•-•.. ~ " ' ~ ~ ~ ~ ~ ~ ~ Ihl EL ~ + ,/INV EL = 307.2a CONSTRUCTfON
LIMITS - ~ ' ENT LL1 - RANGE PROPERTY B~U~J ARY ; l; ~
. tj - LEA ING ~ ~ , _ : r Q
- ,
. ` 'I~ . , ~ I
~ ~ ~ ,o ~y~`~ R~, s C!f/ ~ ~ PHASE ! ~ ~ ~ . ~ ~ ~ . " . , ~ ' ~
ri"~~FJ" , a. ~ . - INLET - _ 'h
A • SP~I - ~ r .CLEARING 2 PROTECTION- v~
~S ~ #~IMIT `'.A~ ESS ROA~~ 3 .a.....~ ~ A. Sao oo _ ~tl v j~e~~"'r, 15" RCP I 1 i ` o<= INV EL = 301.29 ~ r , ,
~t ~7 - ~ : CLEARING LI ITS «f r 1 +
a:r q" ' ~ ~ ~ a v / ' . b
- ' p; to ti : , _ • -
N }frl r,.l ~ ! , ' ` ~ INL T . _ 2 , , T +""~?.y Y P~` LEAK yqS~ z'F ` t* I w ~
~ R07ECTi0N „ ~ PROTECTI ' \ ~
~ , - ~ ' ~IMITS ~ ~ + ~ } pNq~~ app a r. ` ~ } a ~ 15 IYt1I
. ~ INLET . ~Z` PROT TI ~ ' {I ' INV EL - 30Q L'. ~ ~I? r ~
8" CLEARI G ~ , ~ , d r t UN~+'~ C' JJ, 0 ~.l
- ~ . ,1 , - Q' LI ~T5 I~ . INLET. p
' ~ ~ p . _ ~ ~ aR R' EC. s 1 -
s ~ 0 N - 00 j~~ o ` , A`• ~ ~ '10'`A PMI~Q~' WALKING PATH ' ~ C/~ ~ C'7
' `V ~ Q i' I, tl ~ WITH ~ . GRAS L SHQULDERS., c • I LET a + ~ O ' try la ~ _ ~
Q` 0 ~ ° I 'T Zg ``1 o A rn >1a A t~ N A ' ,~it~GIPN O ECTI N:`i _ Ti N 1 ECTI N ; ROTECTION ~ - 1s" RcP i ~ ! v E
" N a , Oar t,. ~ , a , - ' , " INV EL'='29726• , . I f I / 1~ ` Y^}1 L.LJ ~.J ~ i,
. is r u _ i ~ P 297
21 ~ ~ ~ ~ - , fl .
o - ~ _ . n; tl ~ _
- ~ 295 ~ f ~r, rKr
9 tl 7 p 3 305 , ~/t ~ _ . 1.~. ~ pd ° ~
ROT ~ TIO ' m ~ ~ 0 O ' CLE re ~ ~ r r~~J /CL O Q
" 2~~ CLEARING ~ ~ 0\ o:
~D , - ~ p 2 ~ LIMITS ,J 1 3a5 ~ ~ ~ , e° EAR; ~ Q ' Prote tloli ~ , ;ra' T0. R/W = ~
- - mm slit f C.'~
tl , 7 ~IJ'n ~ V' ~ O • C I .,INLET • ~ ,ate, Fence ; ;
~ tl ' M ~ ' t 30~ ~ ,f~ PROTECTION. ~ ' . ' ~
~ iNL~ , 3p0 SEDIMENT f~ ~ ' ! ~ I ,
' ~ ~ pA ~ , CH oAy , ~ , N OT CTI ~ ~ ~ 0 ~ BASIN 3
N , ' . . , 85 p 2 s
S a _ w LIMITS'. , , I; Lf ITS I''f~ ' W
- U r-ate^n a~ ~E GCEA ING. ~ , ` N ~ ~ ~ R
rn . _ 0'. ~ ` LIMITS ' . I ~h ~ ~ ~r 1 ~ V ~ 3 PRA
N ~ ~ ~ ~ ~ ~ ~ - • " POND ~ r I ..-R750 - PDNO ~ ' ~ '
a ~ + • g5 Dl. RSI I ~ ' OTECTI ,
~ 280 ES ; IN , IN T DI CH `l SURFACE EL = 293.5 ~ ~ ` i , rlo V ;.I~ AT Tfh9E OF SURVEY ' ~ '
• + , PROTE CTION tl ROTECTI . ,f , PR E ji r. 8 MD , •1~ I II
1NV EL - 9. ~ I '
~ DIVERSION 85 m ~ . : . . auTLE I i
T C. I N o DITCH / CLEARI G o A , N r .,`,DITC N T
~ H I LE a LIMIT , . ~ ; ~ o ~s' a ; I.ET . CIA i o. D . ' ~ f I o I
. - ~ ~ , IN T... ....DIV SIGN INLf:T OTECTION. , ~ , , _ P OTEC . ~OTECTION• ~ Nh zaz. - : ~ ~ ~~l~I~~~j 3~
N DITC R S • I T u,.r` ~amaQlrep SILT ~ i I N I FENCE
tt-a- __.r- PROT CTION- o"ti _ , •EtkRlitit~ S OUTLET ~ ' ' i
z of I_ . u~-~,- Comb ~ ~ ~ I i
t - ~CLEA ING, ~ ~ _ ~ ',Tree ~d I I I ~ i
LIMITS ~ ~ . , , , ~ ~ b. _ P.I•o ec{i ,I II .4
o ~ r _ ~ m , . ~ ~ ~ ~ ' ~ I ~ SILT 285 - - - / I , SII t - 10' ' A$P ALT , ~~WAL ~fG P - I I i CLEARING LIMIT
nn. NCE! SILT ` , " ence H ~ Combo ,I LI: FENCE' ~ 1 ILT WITH.' ~ GRAVELS llLDERS , ~ TO R/W
o G ' rl+, ' . - INL ' ; CL ARI ~ CE ` ILT ~ . ~ ' CLEARIN ' ENC ~ MIT5 otectlo ~
- ON" LiM S IVER 10 ,~FENC SILT 8~9~D - ' ree ' ~ ~ B/
~rrr.~~r.e. _ DITCH ~ ~ ~u.w.~w _ . FENCE.. r pN~,SE 1 tl ~ tl LI.K.~.IZ. ,ifrr,,.wrrM . III; a •~•lsi wT~ irww Tl ,a~ na 1 rywer~~rr+ur e+.wr , 1 1' 1 1 ~k ~ ~ Fence ~ '
LEARI G ..r,..,r...w• C ,twrwrryR . , O ' 4 ~ ..r r, ~.~r ~ 2 i. I 1 t7r
LIMIT s , SIL I T ING n N CE r IL~T
FENCE 6 2g NCE ~ ~ P , ~ -SILT OUTLET 0 s N cs NCE FENCE ~ ! I N ! N ~ °o ~ I-I j ~
, ; ' SILT INLET ~ ~ ~ ~ ~ FENC OUTLET N h h OUTLET r I 4
Q ~ o PR FENCE ERTY DARY N NDTES: PRO P tit ~ DARY I~ ` ~ ~ ! -loo
' 1, Minimum comer cleaance from curb line of mlersecbn streets OUTLET O 9 ' _ " shill be at least 20 ft from point of tangency of the curb. No i ~ j O
driveways shill enaaach on this minonum coma dearance. 1 E- ° ~ p
2. NI ublic streets shown on these fans shall have the full width of GENERAL NOTES ~i:N P P ~ • A the rfght~of-woy deared and ~'odad w'dhal 50 feet of all street i W Qom... N OM7 . ~ ;z f
~tersections, The tut! width of right-of-way shall be clearod and d• SEE SHEET SR-1, 2 & 3 FO STORM DRAINAGE SCWEDULE. ~ c~ i
graded along Wd Mlbumle, Bufidoe and Faestvige Roads, 2. ALL SANITARY SEWER MAINS HALL BE PVC (SDR 35) Gl.-~ARING `i 3. Far the proposed access points on Buffalos Road and Forestville UNLESS OTHERWISE SHOWN. ' ~ f~l ~ oozM
~~~I Road, the olmerJdevzloper Is responsible far any conflicts with ezistmg 3. ALL WATER MAINS SHALL BE UCTILE IRON C150 PIPE. ar proposed utilities, drainage devices, fire hydmnts, utllit piles,
sireei lights, catch basins a simiar objects within 23-feet of 'i• ALL MATERIALS AND INSTALLA ON SHALL BE PERFORMED
` driveway centerline, Canstruclian drawings w61 show an inset showing IN ACCORDANCE WITH CITY 0 RALEIGH STANDARDS AND . alE d'anensions and aiher information requrced fa constmctfon. The AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ ' o~W~ ty ~Qd~
DIVER510N ~ ~ contrata will correct an orrors a omissions uncovered fn the field, AND SPECIFICATIONS WHERE A PLICABLE. Y
DITCH 4. The W'C access ramps will be provided in accedence with the 5. NO SIGHT OBSTRUCTING OR P RTIALLY OBSTRUCTING WALL, ~ ~ ' O Raleigh Enghlaering Stmldard Drawing SID~20.11, Hfiere sidewalk is not FENCE FOLIAGE BERM 51GN ARKED VEHICLE OR OTHER ~ ~ ~
raqu'vad along the Public ROVE, orb is to be depressed at dl ramp OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~ ' S D N locafwns shown on SID X20.11, CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ ~ m cv U ~
~ $AS'iN't 5. Private Sheet Inspectwn 5latement -The construction inspection ' Q , of private streets within cluster units, crondaminiums, townhouse
o~ Bevel ents and mobile home arks submitted fa Cit a mval is ' W~ P Y Pp DRAWN
the respans~lity of the owner/developer. Copies of certified ND T b / r, E c~ ins ection repots invdvkl sub ode a ota base, raaira9s, , ' GMM
so P g J g~~ p MINIMUM CORN R aggregote base and asphalt densltles and thickness, and ocher E CL RANCE ~51L UTILITY INST LLATIONS AND OTHER PU$LIC 1 ~ 1 CHECKED
t pertinent 6ltormation must be submitted io the Citys Eng~eering FR , FJ=N r` f OM CURB LINE OF ie In ections Mana er at PO Bax 590 Raid NC 27602 ar fazed to FACILITIES, I CLUDING SIDEWALKS AND HANDICAP ff I V GMM RAMPS ARE 0 BE CONSTRUCTED ON ALL STREETS ! APPROVED
2 b I T cr,` , {919) 831-6339. Canloct Larry Anderson at {919) 831-6810 to obtartl INTERSECTING S TREE SHALL AS SPECIFIE BY CITY CODE. THESE FACILITIES i NAVE BEEN PPROVED BY THE CITY OF RALEIGH GMM
F GE SILT details of the above requirements, y C ~ BE AT LEAST 20 FR M THE AND SHALL E SO INSTALLED UNLESS A CHANGE START DATE IS AUTHORI2 D BE WRITTEN APPROVAL. PU$LIC
q ~ L G NCE q ~ L+ ITS . ouTLET POINT OF TANGENCY. SANITARY SE R EASEMENTS ARE TO BE RECORDED ll,,,lllN qt PRIOR TO FI AL ACCEPTANCE. ' p Jp8 Cob);
~ ~ ~ GRA IC SCA E P L
' _ _ _ r~ 10o a so too sea aao r„r , s TRANSPORTA ON SERUIC ~
~`Y ~re.,1 aW4.r~Y~w..Mw~Yrt,M• ! •s MMI+MMi'* 1 M~`K ~ lk 7 ~ N ~ Dt S t r. PUBLIC UIIU ES D~ ~ '
~ i~ ~ € 0 ~ ~ ~ ~ = ~ ~ DRAWING
ao.. f i~~~ ) CONSERVATIO ENGINEER`~~~~ ' a• r
THE P a zn~ = raa ft. E ROTEC N FENCE D N ~
• +f!!!0fii4;1a, U /
_

~ , U
~I J I1 1.
' '
93 ' d ? g3' ~a
{ J 9~ , 2 ~ a Q O LL
, : . ` ~ ~ , : ,
d `i ?q~ 9,9 ~ ' q
• ~ d - V gti~ ~ ~ o-I ~N~o
.291 v ~S Z T, I I 28 ~ ~
I i• d 9 +
l ~I ?y Q ~ OJ ~ 'c}' ~ ~ ROT TI0 188 .L I
- ~ ~ ~ - N ~ ~ ~ 187 ' ° ~ ~ C ~ ~ O3 ~
o - 8 ~ n,.
2 CLEARING / z_ ~ ` Z 0 • Z~ 186 a !aJ
~ - - : , ' B 2 LIMITS A
- y~ ' ~ 4 ~ y~ W f 1 wr"'u ~I . Y
V . ~ ~ V
:
4...
' i'- 267 : ~ ~ o a
N a • ~ ~ - A ~ O ~ V
:
ER L- N _ . . ~ I'N L tl s-- a o~ti ' OT CTI T
CH a . . O ~ I - ' ~ • q
N • D ''rn ° ~ n x~:.: ~ Y u?:'i ....L..
~ a 5 : 8 : - 2
- ~ ~ ~ a__:~n by.._n 8 Lam. _~n' ~ o-..._C~ _a~.- f1_.5-~- 1r I
d , : n . m.o_ . _..,.~a~..a n.....-a~~a.~~a n a p RRR \(^'J ~
. ' CLEARJNG .
6~ _ `
~ : : ~ N _
: : , . • : c0 CYO . ' i
?~s' O N - ' Z~ . ` f~
: •
: Z - . ~ ti~~ ~ 280 , 2 O INLET
85 , ~ tea • S... ~T ~~.~~1N Z6 T QUO `
~ r 'r' ^r ~ ^P _ ~ PR . PRO,TE'C , , ROTECTI T ~ ECTION ~
: e n .
P D
: 2~ INLET N ~
• , .DIVERSION : t, 2e~ 85 p 163 _ _ . ~ ~ z { ~ m Wo~_
: OTECTION : DITCH , ~ , 292 . _
, CLEARI G • - ~ _ . • ;
a~ ~ .286 . LIMITS ~ - ?g~ S S~ INLET . DIU. SIGN ~ -I ~ ~ Q
: ~ ~ 287 : 279 ~ X287. ~ P OTEC DITC ` ~ ~ ~ ~
~a ~ I N LE;T FEN E S _ ~ Q_. , 00
288 ~ti z~
a PRAT CTION ~ n e ~ _

` ~ Qom. ~ti~ V ' ; ~ o/ v a 789„ ~ d J ~a._~n--- _.a ._._-n ~'c-..-a----- ~.-4.-. n ,a 2 - ~ O~
Q fi/ ~ ~ ~ ~ ,
. : o ' Lf MITS ~ d ~ ~ ' 276 ~ - . • .
~ • .
: .
O ~ 0 ~ i m ~o ' ` C ANN~R.Y C..~ O
~ - . _ ; : ~ 274 ~ ~ • n FL IN=273. ~ ~
. ' f. ~ Y , ~ . N ON D~ ~ ~ ~ ~
Ot tt0 ' . H. ~NL
r CL ARC ' _ ?,tea :ON:' DIVER I0 54 LF. ®0,40Y Z
- ~ LIM TS 3fi• RCP ASE` 1 w
2 - r : DJ TC.H q~ ~ tippmsm~ee~tl~+apa~cs~a®~sq>rto, ~ R
~ . r ~ ~ pima-c~msgeD~Uglm~mbdm~lkO~so1A~R~dl4ltiaa'' CLEAR \ar^.' ,y ~I,S.;: ...EC •1, .a P a , .a .1 .I SIN ,,ea~~a.~My ,.....,1, ~ ~ A 2 ~
• _ mapmsa ¢4nac~Uaih~~rgemmseq~m am - : m. p -
By , X69 LIMIT , Q" T C' ARING SILT ~ .
P a , - gtgX(. sd _ N CE ~ 257~~
"a , : ~ ~ ,q:. ~ FENCE f~ENCE ~ 2~ d • ~ ; a::.. „ , 2 I~, 8 SILT 0 s ONCE a ~ LI TS
w ; , ~s a d ~ ~ OUTLET 26 1 ~ SILT ~ FEN
- J INLET 266 - ;d - . ' FAN C
~ ~ , ~ d PRO E ~ ~o ~ ~ N ~ FENCE OU
~ Pena.. - ~ N ~ ~ 264. ~ , OUTLET PROP
• : . ..2 a..
a P 263 - - 1
~e 262 . ,~R~A = 4S. 5~ >q ~b ER SIGN SON ROL LEGEND
_ . a''N , : 2sti • T
s~:~ -~A~~,M~ CLEARING LIMITS
_ COMBO SILT 8 TREE PRpTECTIpN FENCE
. NOTE5; a NOTE: DETENTION PONDS ARE
s 9 1, Minimum corner clearance from curb line ai intersecting street A R I N G ~ ~ sha(I be at least 20 ft from oint of tan enc of the curb, Na ' r p g y MINIMUM CORNER C~E~ ~NER CLEARANCE BEING USED AS SEDIMENT SILT FENCE ~
driveways shall encroach on this minimum comer clearance, : / • F • LI M I blic streets shown on these loos shall v h lull 'd FROM CURB LINE 0 LINE OF BASIN CONTROL DEVICES ~ ~ - DIVERSION DITCN o
2, Afl pu p ho a t e wl h of . ' the right-of-vray cleared and graded within 50 feet of all street G STREET,'
- !N TERSEC 1N • a„ intersactians. the full width of right-of-way shall be cleared an , STREETS SHALL DURING CONTRUCTION TREEPRQTECTrONFENCE 5
. z6 ~ , graded along Old Milburnie, Buffalos and Forestville Roads, BE AT LEAST ZO FRC T 20' FROM THE ACTIVITIES, CLEANOUT ~ a OF THE BASIN WILL BE SEDIMENT BASIN
' - 3, Far the proposed access points on Buffalos Road and Forestvil a a!-~ • SEDIMENT POINT OF INGENCY. REQUIRED PRIOR TO USE °
D VERSION - , , Road, the avrner/developer is responsible for any confEicts with ez ting I ~ BASIN 1 or proposed utilities, drainage devices, fire hydrants, utility poles, AS A DRY DETENTION INLETPRpTEC1TON U W
' 2 54 .N treef ti hts catch basins or similar ob'ects wi hi 3-feet of BITCH s g i t n 2 P O N D ~ ~ SILT FENCE OUTLET -I (n Q
~ driveway centerline. Construction drawings will show an inset sho ing GENERAL NOTES q
' ~ all dimensions and other information required for construction. PO D I 1. SEE SHEET SD-i 2 Fc 3 FOR STORM DRAINAGE SCHEDt 254 ; ~ ti;; controctor will correct any errors or omissions uncovered in the f ld. ,~NAGE SCHEDULE. CpNSTRUC IUN SEQUENCE -ROUGH GRADING ~ N o
'J 4. The WC access ramps wilt be provided in accordance with the 2. ALL SANITARY SEWER MAINS SHALL BE PVC (5DR 35) (5DR 35) w [L ~
~ Ralei h En ineerin Standard Drawm Sli) 20.11. Where sidewolk is of 9 g 9 9 # UNLESS OTHERWISE SHOWN. 1. UPON COMP ETION OF CLEARING AND GRUBBING, o z o I
q: ' required along the Public ROW, curb is fo be depressed at all ram 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. ss I 1 ocatlans shown on STD X20, 1. c~5o PIPE. EGIN ~ o z ~
F M : a;' S: Private Street Inspection Statement -The construction inspecti n 4. ALL MATERIALS AND INSTALLATION SHALL 8E PER OR E[ a: , 3E PERFORMED GRADING, FI L IN DRAW LOCATED ON PROPOSED G ANNERY ~
i;'~ of private streets within clusfer units, condominiums, townhouse IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND - ANDARDS AND WAY ROADS THAT WATER CAN BE DIVERTED TO PPER p Z ~ E
~24s ;a^, developments and mobile home parks submitted for City approval i AND SPECIFICATIONS AND NC DOT STANDARDS AND 2 ~o pi. the responslbdlty of the owner/developer. Copies of certified AND SPECIFICATIONS WHERE APPLICABLE. aRDS AND END OE SERI ENT BASIN Q ~ w ¢
S ~ ~ 110N PIPE pl Q inspection reports involving subgrade/ aggregate base, proafrolls, HT T TING OR PARTIALLY 065TRUCTING WAt •m; 5. NO SIG 085 RUC AS GRADIN PROCEEDS, ADJUST DIVERSION DITC IFS AS ~ ~ Q ~ ~TRUCTING WALL, NECESSARY T DIRECT SEDIMENT TO BASINS, ~ ~ ~
I LT ~ aggregate base and asphalt densities and thickness, and other , , FENCE, FOLIAGE, BERM, 51GN, PARKED VEHICLE, OR OTHE CLE, OR OTHER z, MAINTAIN ND INSPECT DEVICES AT LEAST ONCE PER ~ m cv
_ - pertinent information must be submitted to the Cltys Engineering TW N FEET AND 8 FEET IN HEIGHT ABOVE ~,r 08JECT BE EE 2 ~ 4,; spa a s g PO z 590, Raleigh, NC 27602 or fazed t CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SiGF (EIGHT ABOVE THE ~ DD
- F~ 1 In cti n Mana er at i3o ' r . ~ . - U?a 1 (9i9) 831-6339. Cankact Larr Anderson of 919 $31-8810 to ob ain WITHIN A sicHT TRIANGLE. WEEK AND AFTER EVERY RAIN EVENT, COMPLETE R UGH ~
/ Y ( ) a -SIT ~ 1 v details of the above re uirements, ~ / , a = 45.75 q GRADING OF ITE, DRAWN
SILT F CE, 3, AFTER ROUGH GRADING, INSTALL STORM SEWER S STEM, GMM
~ • >r CLE R G ~ ~ ~ FENCE WATER LINES AND SEWER LINES AS NOTED ON THE PLANS NECKED
uTluT a / ' / FACILI UTILITY INSTALLATIONS ND OTHER PUBLIC AND PROTECT INLETS WITH INLET PROTECTION AND OTHER GMM FACILITIES, INCLUDING Si EWALKS AND HANDICAP APPflOVED
. ; ' LI TS. T T RAMP; ~ OU LE ~ , ~ AS 5f RAMPS ARE TO BE CON TRUCTED ON ALL STREETS MEASURES AS SHOWN ON PLAN, GMM AS SPECIFIED BY CITY C DE. THESE FACILITIES
' / HAVE r HAVE BEEN APPROVED Y THE CITY OF RALEIGH AND SHALL BE S4 INST LLED UNLE55 A CHANGE START DATE
: J AND: , , . IS _ ~ 5ANlT IS AUTHORIZED BE WRI EN APPROVAL. PUBLIC 5ANlTARY SEWER EASEM NTS ARE TO SE RECORDED r
Ckmll a. p~ll m@®p009ffi7 ma Cm:ldmp~p~ q6:. IIPgp{liffi'mld ltll~mlm~:. p ~.q-pra~tr.p.u.P.xtrkp PRIOR PRIOR TO FINAL ACCEPT NCE. GRAPHIC ~1CALE JOB CODE
. / J ~ ~-o , ~ , ~ TRAN. 2 ~ TRAN5PORTA710N SERNC 5 ~ 60 0 ~0 60 t2o a „t ;Itltl(~
r. / N S ~ O ~ / f~ \„1~,,, CA ,
PU9LU D PUBLIC UTILITIES ~ d t f - ~ DRAWIf~G
CONSE CONSERVATION ENGINEER ~ 3 (IN FEET } ~ ~ ~ ~
PLANN TRPF PR~TF~C: N F~1=~NC'F~ PLANNING ' " t inch = 60 ft. - h~~ ~I ~ -
' '
NII414

m C! ' \ /
DETENTION PONDS ARE B ING ~ _l
~ AS SEDIMENT BASIN 2 1 ~ ~ 1. Minimum corner clearance from curb line of intersecting streets ~ > Jr
C~NTR~L DE shall be at least 20 ft from oint of tan ency of the curb. No . , , P 9 ~ G S R S A ~ D IU~1 DAD A RSA = 4~~ ~5 A C~ a
ch an this minimum corner alearance. dnveways sholf encroa _ ~ ~ DURING CaNTRUCTIGN 2, All uhlic streets shown on these Ions shall have the full width of , ~C LE A R I N G c > cs „ ~ 0 0
and railed ithin 50 feet of all street . ~ ACTIVITIES, CLEANUUT the rrght-of-way cleared g w S
~ ~ T L ~I~.T Intersections, The full wldfh of rl ht-of-wa shall be cleared and 'V ~ F~ TM ASIN WILL BE 9 Y ` ~ ~ Q E B ~ ~ = ~ O u ~v ~~r, rn
o estville Roads ~ ~ C graded along Old Mllburme, Buffaloe and F r 9 ~ ~ a.r T UIRED PRIUR TU USE ~ / REQ 3. For the ro osed access points on Buffaloe Road and Forestwlle ~ s 0 ~ r ~ rn
Rood the owner devela er Is re onslble far an canflrcts with ezistln C~` \ AS A DRY DETENTION PG ~ONSTRU / P sA Y 9 ~ ~ dj. ~ONSTRUCTIDN SEQUENCE - ROUGH GRADING °J
or ra osed utilities drains a devices faro h rants utifit Dies G` P P ~ 9 ~ yd ~ Y P ~ q
street li hts catch basins or similar ah' cts within 23-feet of ~ T ~ , 9 ~ f x <O r ? r 1, UP~IV C~I' EROSi4N CaNTROL LEGEND Q ~ m UPON COMPLETION OF CLEARING AND GRUBBING, BEGIN I
drivewa centerline. Construction drawin s will show an inset showin 0 roz ~ • i roa. .J ~ Y 9 9 ~ 30 BORE AND JACK WITH GRADING, F all dimensions ontl other informotion required far construction. The ~ ~ ~RADINGi FILL IN DRAW LOCATED ON PROPOSED CHANNERY cLEARINC LIMITS ~j ~ ~ rn
~ ~ TAP AND SLEEVE AND contractor will correct an errors or omrsswns uncovered in the field, L. WAY RDAD y M ~ IAY ROAD SO THAT WATER CAN BE DIVERTED TO UPPER CgMBpSILTBTREEPRDTECTIONFENCE d' ~ ~
4. The WC access ramps will be provided in accordance with the - - , ~ u STEEL ENCASEMENT PIPE END G S ND OE SEDIMENT BASIN P, ~
Raleigh Engineering Standard Drawing STp#20.11. 4Ynere sidewalk is not v ~ . tic Row curb Is to be de ressed at all ram ~`~''~ti UNDER BUF~ALOE ROAD. AS GRAD required along tho Pub p p CLE I ~ , AS GRADING PROCEEDS, ADJUST DIVERSION DITCHES AS ° ° SELTFENCE a,~ --~'~i - DIVERSION DITCH
locations shown on STD ~20.ti. • ` r . NECESSARY ECESSARY TO DIRECT SEDIMENT TO BASINS ~
t -The canstructi i s ection 5, Pnvate Street Ins ec#lon Statemen on n p LIMIT P 2. MAINTAIf~~ MAINTAIN AND INSPECT DEVICES AT LEAST ONCE PER TREEPRDTECTIDNFENCE ~
of rivate streets within cluster units condominiums townhouse ~ ' p ~ ~ ~ mi t d for i a r vat is WEEK AND developments and mobile home parks sub t e C ty pp o ~ ~ IEEK AND AFTER EVERY RAIN EVENT, COMPLETE ROUGN ~
' ~ ~ . weer tlevelo or, Co ies of certified GRADING OF the responslbfity of the o / p p ~ RARING OF SITE ~ SEDIMENTBA5IN
ins ection re orts involvin sub rode are ate base, roofrolls, ~ tl o FT R R'~ P P 9 9~ 99.9 P ~ ~ 3, A E AFTER ROUGH GRADING, INSTALL STORM SEWER SYSTEM,
thickness a th ~ ~ ~ are ake base and as halt densities and nil o er 99 9 P . , ~ ~ WATER LINE AATER LINES AND SEWER LINES AS NOTED ON THE PLANS INLET PR6TECTt4N
pertinent information must be submitted to the Crtys Engineering ? y Ins ections Mana er at PO Baz 590 Ralei h NC 27602 or faxed to ~ AND PRATE( ND PROTECT INLETS WITH INLET PROTECTIDN AND OTHER SILT FENCEUUTI.ET ~
P 9 ~ 9 ~ ~ ' ~ ' 919 831-6339, Contact Larr Anderson at 919 831-6810 to abtoin ' MEASURES E EASURES AS SHOWN ON PLAN, W
309 / ~ tlekails of the above requirements. 1'
, CLEARI G d 307 " ~ z INV EL Iv 15" RCP ~ ~ INV EL = 308.46
3os 15" RCP
GENERAL NOTES ~ o~ o~y INV EL = 309.45 ~ _
1, SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE, ~ ~ `
r • 2. ALL SANITARY SEWER MAIN5 SHALL BE PVC (SDR 35) 30 INVEL~ 309.16 RT~NT-O~-WAY o I
f~ _ UNLESS OTHERWISE SHOWN. r
o R ~ TE TION ~ ~ 303 ~ ;i . • . 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. O ,~~1.. .~~~~M1~ 15" RCP -1 _.-:.1 _ INV EI_ - 3aa.oo ~5'X 55' O
t~ 4, ALL MATERIALS AND IN5TALLATION S>JALL BE PERFORMED ~ _ . LNV
302 , ~ . IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
AND SPECIFICATIONS ANb NC DOT STANDARDS AND ~ ~ IS~ S j~--~ 15 RCP
FI ATi N WH ARP I A C L A'R I , AND SPECI C 0 S ERE L C BLE ~ 3m Cr " 'CNV EL =
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, LIMITS ~ ~ r~"~~oF r'" _Q INV EL - 307.24 C~NS CT ~ ~ ~w .o-~ r~U loN gY ~ ENTR O
FENCE, .FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER o , ~
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGNT ABOVE THE CURB LINE ELEVATION SHOULD BE PLACED WETHIN A SIGHT TRIANGLE. ' i
12,1 I °a~,~' a LEA I N G ~ ~ ~
i~ ~ ~j , ;f,
. ' ~~~-0 U ~ ~ ~
N / ~:e NOTE. ~ 299
~ R~AI- P ~ - O
MINIMUM CORNER CLEARANCE I~ 0 4 ~ ~ , S ~ \ \ " s ~ ~ ~ - •Q ~ w z
OF ~ - \o . _ ' FROM CURB LINE • 1 `wW 4 p
~ ' INLET IN TERSEC . ~ , T1NG STREETS SHALL ` ~ ~_~W. O ``@ * o
29 , . r . PROTECTIONS
BE AT LEAST 20 FRDM THE ~ , ~ 2s~ ' a ~
POINT OF TAN ~ ~ GENCr o 0 ~ / °~..;a~ ` v ~
\b a m a,
- ? d a \ 97 Ll_ P i
~ 297, , ~b ~ 0
y/ . a
- s ~ . ~ , ' Z E . d, ~ ~ ~ ~ a
o,a_ - ~ .
INLET a T ' T ~ . - ~ - PROTECT( .6 ~ - ~
c T PROTECTION , . ' , ` . _ . ~ LEAK ~ U ~ w
. \ - . -
N LET ~ ~ ~
~ Q
ti -PROT CTI 8" _ ,
i ' , ~ , 2 w „RCP ~ _P ~S a
LI ~ N q „RCP E:; a I N L E T a - - 7 = zg~s ;
n 294... - 29 .6~ ~ :
o~ PR ' EC.- A \ '~y`: X93.. m 0 J~,
. ?98 ~ , u
a ' ' I
w ~ `~.M Z H a ~ ~ d "',v ~ INEE 'N'. I LET ,
- ~ zs~ ~ / ~ e I N T A. LI E A ~ ~ L
A \ t ,T~ R a ECTI' N ~ • ~RQTECTION
: ~ 1\ n ~ ~ , O., ti ~ . . ~ , , . r
? uI - 9 ~ ~ ._.-.J-- ~L' 297 ~ ~ ~ TE ~RARY , ~ °~s 8' /.D ~e
~-A i / - 9 ~n__._„ /~~wwi
w~r~ / _
? 9 9? ~ C^ m a ~ - ' ~ ~ `
'a•..
2g ' 29S
.w . . 9 , 29 p ,
o l a 288 e ~g ROT T~0 e l! e n 8f
287 ~ a ~ 8! ~O ~ . r
o
- ~ , i 286 e ' ~ cos
a , . ~ e
~ a~ ` U W tig ~~O
9 ati
` . ~ s 00 ' B ~ 'I ~ -moo
1 N LET ,~niln ~ ~ 0 A , w~Nrn
287 ; ~ a ~ ~ i M PR07ECTION. ~ sir o z z ~
a ~ UTILITY INSTALLATIONS AND OTHER PUBLIC "
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP - ~ - ` Ln , i a RAMPS ARE TO 6E CONSTRUCTED OH ALL STREETS 2 ~ - ~ 30 _ W~_~
AS SPECIFIED BY CITY CODE. THESE FACILITIES ER L0 - oo ~ I.N LE HAVE BEEN APPROVED HY THE CITY OF RALEIGH ~ e i e \ ~ w _ ~ oz_c_a~ Q
AND SHALL BE SO INSTALLED UNLESS A CHANGE TCH h ~ , 15 AUTHORIZED BE WRITTEN APPROVAL, PUBLIC w 0„y'S' R 0 T CTI J
SANITARY SEWER EASEMENTS ARE TO BE RECORDED N 1 u , PRIOR TO FINAL ACCEPTANCE, e ~ ..r.r err i',:' 11 i. ~j,(~ i~ rrr "l • r i r ~.A\ LL N Ai~ r R.~ ~~~~Qr ~ ~ Ll.. 1..L.
5 - S ~ . 2 - ~ .~.1~ - ` 2y - 2 ~ . ' r ' In~p ~ CL]
TRANSPORTAl10N SER ES . Q7 , B? ~ nT »U .P. M1~~h 1 p__iR ~ , ` J U ~
fl x a;, - ~ a a u----~ ' ~ , ~ PUBLIC U11LI11ES tt A D o--x-nr.. n n ~ ~u~ ~ R
a. CONSERVATION ENGINEER F~ DRAWN a (o GMM
;RO~ ~ . ,
PLANNING - ~3 . I C _ _ C~~c~Eu
78b' . . - ~ ~ 29B - GMM 9 ~ 9? _ ...--R35,fl APPROVED
' ~aa i ?g . . 2gg ,
~ ~ ?g~ ~J ~ DI 29f R OTE C TI. sTART ATEM
e~, ?~a p ti ~ ~ O 28 , z - ET 29, DI
T :INLET . 28 R ~ ~ 29a . _ . ~ ~ _ JOB CODE
P GRAPHIC SCALE RO:TEC ROTECT4 T PR ECTION , ;
II e:~ ea a 30 80 12D 240
~am~°~~ a - ~ ~ ~ ti~9 - DRAWING
~ a , SIGN 85 1 28B ,
283 m (IN FEET } ® (J ~ ~ e ~ ~UTL m D I VE R ~O N ~ I ~ 294. ~ ~ ~
t innh - Rn FF N' Q'1 ~ I ~ ~ ` 1 Z
r
DITCH \INLET n~..
v

w GR KoTES: ii A VE ~ ~ C~NSTRUCTIDN SEQUE~ CE j- 'DUGH GRADING J
1. Minimum carnet clearance from curb tine of intersecting streets ~ 3 5 RCP {~T. INV EL - 307.24 C~N
shall bo at least 20 ft from oint of tan enc of the curb. No STR P g Y 0F_ a _ UCT ~oN 1, UPpN CpMPLETION pF CLEIARIf~G ~N GRUBBING, BEGIN [l ~ ~
drivewa shall encroaah on this minimum corner clearance. (S/A - -.`_•I ~ r EN T RA own on these Ions shall have the full width of ~ ~ a. NC 2. All public streets sh p E GRADING. FILL IN DRAW L[~CAT~I? ~ON~ PROPOSED CHANNERY ~ v
the right-of way cleared and graded within 50 feet of all treet A ~ ~ A R Y WAY ROAD Sp THAT WATER ~ CAf~ ~ VERTED Tp UPPER ~ a a o
intersections. The full width of ri ht-of-wa shall be cleared and ~ LEA I N G 9 Y 12 - ~ END OF SEDIMENT BASIN ~ 1~ i = o ~v=cairn
railed elan Old Milbumie, Buffoloe and Forestville Roads. - 3. Far the proposed access points on Buffoloe Road and Farestv~lle t, ' P~ AS GRADING PROCEEDS, ~DJ~'JSiT? DI ERSION DITCHES AS c r cv rn
Road, the owner/developer is responsible for any conflicts with existing °°~,n NECESSARY TO DIRECT SED~I~~MEf~T~ ; O ASINS~ o ~ ~ N n a
. or proposed utilities, drainage devices, fire hydrants, utility poles, '~aq. ' . ~ MAINTAIN AND INSPECT !IJEV~I~ES T LEAST ONCE PER ~ ~ ~ z ~ ~
street li hts, catch basins or similar ob'ects within 23-feet of 9 1 ~ ° P' _ driveway centerline. Construction drawings will show an inset showing ~+~~A~,, WEEK AND AFTER EVERY ~AIN;' ESE r , COMPLETE ROUGN d m s ~
all dimensions and other information re aired far construction. fie ~ " , q - ``~Za ll f Z GRADING OF SITE, J ~ ~ N ~ ~
contractor will correct an errors or omissions uncovered in the field. J L~ Y ~,°rF 3. AFTER ROUGH GRADING, IN~T,~~ L ! RM SEWER SYSTEM, ~ ~ ~
' I be r vided in ccordan ~ 4. The WC access ramps wd p o a ce with the ad , . WATER LINES AND SEWERt LI~FrS. AS NOTED pN THE PLANS ~
Ralei h En ineerin Standard Drawin STD 20,11, Whore sidewalk is not ~ ~ ~ ~ required along the Public ROW, curb is to be depressed at all ramp ~ , AND PROTECT INLETS WI1JH I,~IL~7 ROTECTION AND pTHER
locations shown on STD X20.11. ° ~ ~ MEASURES AS SWOWN ON IPL~N~~ ' ~
5. Private Street Ins ection Sta#ement -The constructan ins ec#ian ~ ° W ~f6 - ' 15" RGP ~ ! U ~ , 1.
of rivate streets within cluster units, condominiums townhouse ,w p developments and mobile home parks submitted for Gty approval is ' , ' _m, ~ ~ ~,tr , INV EL = 361.29 } j ~ ~
the res onsiblit of the owner develo er. Co ies of certified ~ . ! ~ ° P Y ~ p p ' ~ ~ o~y ~ ! ~ ETENTION PpNDS ARE REIN US
inspection reports invol~nng subgrade aggregate base, proofrolls, , ~ ~ . ` r.' _ _ ~ ~ CLEARING LI ITS ? ~ ~ SED AS SEDIMENT BASIN
' 4 aggregate base and asphalt densities and thickness, and other ~ F o R/~ l i j ~pNTROL DEVICES
pertinent information must be submitted to the Citys Engineering Ins ections Mana er at PO 6oz 590 Roloi h NC 27602 or foxed to ~ P 9 9 ~ a~ ' p ~ I 1 ~ DURING CpNTRUCTIpN
~ ° ~ pz [phone]. Contact Larry Anderson at {919) 831-6810 to obtain , , _ ~ , ~ ~`~-°pOSea O ~ i ' ACTIVITIES, CLEANOUT
details of khe above re uirements. ~ ^ q ~ ~ F THE BASIN WILL BE
~ ~LEAR ~ .`Irk``- 7' ~~~~~,A;~`'~-~ flay it REQUIRED PRIOR Tp USE
/ , ~ ~ ` ! ~ AS A DRY DETENTION Pp
` LI M ITS GENERAL NOTES - - . .
1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE, w ~ ~ r. INV s~ 1 15 RcP ~ R ~ CL INV E~ 300 ~o , ~ - r,, F-`-~.~~ ~ _
. , 2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 ! Q ~ bl~gTl4 ~ ~ I
1 ~ UNLESS OTHERWISE SWOWN. ~ ~ ~ ~ ~ ~
~ , 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. ~ '
„ ~ . 4, ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ° i
7.6 Ua IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ `~j
AND SPECIFICATIONS AND NC DOT STANDARDS AND ~
AND SPECIFICATIONS WHERE APPLICABLE. ~ O .Zi>:
~ofi 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, N ~ ,Cly ~ ~0 A PH Q~ WALKING PATH ~ . ~ , . ~ ~ ~ _ o z
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ ~ - ' ~JITH ~2' GRA L SHGULDERS~ ~ ~ , ~ „ ~ o~
F TAN F T T - INLE I f . OBJECT BETWEEN 2 EE D 8 EE IN HEIGHT ABOVE HE I LET., CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~
. R 0 ECTI N , ROTECTION ' ~ 18° RCP ~ f ~ ~ I V E = 298:41 ~ - ~
INV ~L~~ = 297:26-. 1~ ~ ~ Z
_ , , ~ -
""Y1 ~ Vim' 297 TE DRARY , ~ NOTE. ~ n ~ t ~ 1 j ! w ~ _
~a i,0. ~ '8 ra~ ~ - n 9 ° 0' i tt p
MINIMUM CORNER CLEARANCE ° ° ~ ~ ~ 1 ' ~ J ~ i . 12" HDPE
FROM CURB. LINE OF - ~ i :f I ~~=J ~•r„~Ja-,.y,~~~ 1N V EL = 302.01 w ~ ~ Q
TERSECTING STREETS SHALL , ~ ~
' ?y
T EAST 20 FROM THE ?9 ` ?9a 9 BE A ~9 ~ ,
?y B ~ U 5 P01NT OF TANGENCY. .9~ 'I E D. ~ ~ j I ~ U
91 ~ ' < . ~ -
r , o ~ - , Comb ~ ~ 12" HDPE o
- ; ti99 - 4. r ~ ~ ; ; , rye: ~ ~ CLEAR~f~vG~`LI~11.47 Q ~C
30 s _ 1 ~
, V Protection/° 4i ~ ;~R`j To R/W =
hg • ; ~
~ ~ Site `I' ~ ~ ~ ~ ph , , o
C I~~ + a~ + 05.6 ~e~nce
NL- ET~ o ~ - . ~ ~ ~ M~ ~
. 0 :I .~~d 85.60 ~ ~ ~ ~ 'r Il ; ~ ~ ~0 ~ ~.._J I ~ J ~
00
~ . i i , l~ w
_ ~ SEDIMENT ' '1 z
. , , ~ , .a ,a ~ ~ .a, ~--•-ter r ~ ' BASIN 3 ~ I f,' ~ W 1 ra .
. .-^r O ~ 8 ~g - CLEAR G- ' 1 q~ 1 I~ f I
'c_._ a- a CLE ING
• . - Z9 . J ~ ~;i, ~ 4r
° ~ ; ° . ~ .i FILL ! o FILL ~ ~ ~ ~ , ~
I0 , 293 _ . _ ..y WHERE I ~ - WMERE I ~ O ~ ~ ~ f j',
..iC ~ , ~PCJND WAND ~ ~ ~ ~ ~ ` I ` PROPERTY ~U~l
? 292 92 ~ _.-R35.0 ~ _ J,, REMQVE , REMOVE ~ ~ ~ , 85.GD{. ~ ~ ( E ~a~'
zee , ~ ~ - 2 - f, Dl RSl 9, ROT , ~ P f
. 29 ECTI ET POND
DI CH ; SURFACE . 294. _ , ' j AT TIME SURFACE EL = 293.5 ~ ~ r ~j~ AT TIME OF SURVEY ' ~ o fl,
RO TI0 ~
~ ~ ' , _ . ~ _ 8 HD ' ,
_ ~ ' t, 1N - VEL-. 9. . I`"i
?8 ,L80 ~ e 9 N 1
' .r~, L 0 _ S ' I r j
~ 1 D~I VER N ~ zs4 ~ ~ 'ti""";aj i~ U t ~
, ~ - _
INLET --z9$ "r ~1~~
2 ~ OTECTION r N. ~ ~~5 N ;INLET 8, : ~
r 787•.. ~'s
PROTE L . ~ S C ON SILT ~ ~-'~~4ii~d o ~ N 74' ~ jN U w
- ~ - , I % F FENCE ~ ~ ~ ~ ~ ~

b ~ u ~ -EA-R~-hd~G~ S . 0 Z OUTLET ; 11I~,IIIj; ~i , ~ „ ~ o i ,m, ~ o
_a-'-{~~ a n ~a_.:_n_p - L~ ` ID`S Co ~ ` o - , j ,,a~ i ~ ~ ~ ~6ox '{Q i R,, w rl N rn
- ~ Trey , -
UTILITY INSTALLATIONS AND OTHER PUBLIC ' .I i~,, i is ~ ~ ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE 70 BE CONSTRUCTED ON ALL. STREETS ~ Pr:Q~2.C~.I _ -:~~1,
AS SPECIFIED BY CITY CODE, THESE FACILITIES ° ~ ' • !1 HAVE BEEN APPROVED BY THE CITY OF RALEIGH 292 a 5 m I ~ ~ . - Z
AND SHALL BE 50 INSTALLED UNLE55 A CHANGE ~ n S,LI - ; p IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~Q~; ASPHALT'.:WAL G iF. ~ ~ ii 4 i CLEARING LIMITS S L~. 4 ~ w ~ G PA Como I „ , ~ ~ Q ~
SANITARY SEWER EASEMENTS ARE TO BE RECORDED SILT , PRIOR TO FINAL ACCEPTANCE. i o erl C C ~ ~ , ~
WITH GRA,VEL 5 BUL. FENCE; b SILT ,
TRANSPORTATION SERVICES 281 i I~ C CLEARIN ree ~ ~ G3~~~.•~ ~ m i' `L'
V , b n _ PUBLIC ununES ~ ~ SIL.T...... 8 B/r~ ' LI M I~ T~ ~ ~P ro tect i o I ~ ~~~~~~~~%~l,;l„I~;~a`~ ~ ~
~ ~ ~ U-T CONSERVATION ENGINEER l~1 ~ ` JJ,, i j 1
N , F,E .C E . - ' >k .1.,: ~ k4k~-sp N. qd tli4PggRSIDl~p ~ql'q Ck Cbm®gq Camgttlq~7Rbt5~9Qtl~'gE9pp L°~q qqk , . YQ AMl~6gV+~7113gIC@4G10,C..... 04 E tlR,' , i- ,sf q' P~"gdd@lTeLHgtl@Z~.Otl~qq~51 tl11144IfA9 gGffiItgat'~YqGC~qqoms7 gN}5:710k ~;q~,,.:, , „ nr.~ira+~ce~e,eo»ml , ,n~~Pdrsanr ...r,. I2 B `~R®~~®IVl ~~GMM ~~°°°'~'tl" ~`~'p TR4L LEGEND Fcn ce ~ i ~ HECKED
. _ l r~~?r~ PLANNING '
-f ,1; I' ~ ; • CLEdRiNG LIMITS _l GMM
~ J ~ l ~ ~ t ~ ' ~ ~ ~ ~ ~ ~~rr 3(-1~- COMBO 51LT & TREE PROTECTION FENCE APPROVED
SILT ? , o ~ , , , ~ IT Q (J.1 I ~ SILT FENCE G M M
~b N + ~ ~ r N FENCE ~ O j ~ - DIVERSION DITCH BTAaT DATE
FENCE ~ ' ~ Ikk ~ ~ TREE PROTECTION FENCE JOB CODE
OUTLET GRAPHIC SCALE OUTLET '
ea o so eo izo zoo E ~ ~ SEDIMENT DdSIN
)EIU(1DED AREA - 48~ ~ ~ ~ DRAWING INLET PROTECTION NO.
{ fN FEET) , ~--k
- 1 inch = 60 ft. (1 Q CI U S ~ e U J j 5lLT FENCE OUTLET ~
ill ~I;-,+
~ ~ IVC ~ i i~ i I

~ ` In ate, q~raeaAYrg
+J O CHISfI C~IPACRA ARFAS AED SPf 1 WPSOR 3 QEdfS OIfR AD4£RSE Spl. S, G' A4 f 1
N 15" RCP ti _ \ NV EL 305.85 A1P THE DfrElE ARFA 1b 8 D1pRS
RoYOr£ Au LDa~ Rax Hoots A1W ossmucnas EEA , -U
~ o Iw~r r, n. ,~,rr r r ~ .,w~~wr+.w~wr.++,..r +1~5~~~ pR~C~~P. ~ SURFACE fTASWA~Y SDOOiN AHD INUfORtf. IS _ SEE a- N APPLY AGPoOA.NRAL ltai. FpirRrEER, AND TE L 1 - ARt 15 Q) D) N
r~~ w w wwwwn r lw+~.... r w riw~ r wrap w ~i I'1idfiYw 3Qsi'.' \ IREPCRI0.Y AHD NIX 69EI 5(1! (SEE E'ElD1Y'). M 15 - JUN. OO C U n (n t iC: X
iiASE 3 ~ ~ . COIt1RtUE 1DlACE tMDL A KFll.-PLL14tffll, RfQi, Y Ll p O UN60rN'~fED~.D LS PREPAR71410 B RICIffiS DEEP: ~ CL _ CJ) ~ ~
o , : S, 5® CN A FRESIHY PREPARED SEEDBED ANO CO<ER OCNILY ~ ~y ~ ~ r ~ SEEDWO EOUPI101T OR Wl11PAgC AFTER SEEORIG. ~ .r - L ~ N ~
o GRq Q ~ k S E6RW FCDDIkmY AF'rE1t SEEDFIG AND AAY1gt tuuE U °
, fiNp rR~ NQA t' t Q J ~ N En O is NSPECT A0. SEEDED AfrEAS Nn IINtE EECESSARY REPNRS OR ` ~ ~ C C) I I
2~ ~ ~ ; r ax ENO Cro RESE£DOrOS RiEIAi 1RE PLANTFrC STASdE, g POSS,BIi: ff STAND L4R. E 1 ~ ~ DSTR GDX DAVAL4D, ATFS~ FLLLOFDiC {AttLU. tefE, ' DNt 1 3p CT?
° Cq w _ U' I , ~ Q C DO ~ rh O] caE~rLr CCtESERVAIIDN tt~EOfOR aN IWNrETIANSE TREAamEr AtN ~ IIr~T.lr 30 I Er
- 0 \ 30' BORE AND JACK WITH rERTIAAT~ON AFTER PE>tifUIElIT COYdt IS ESTABtISNED. j ~ 11 ' '~U N IN ~ ~ ~
• , ~ ; ~ TAP ANb SLEEVE AND . w ' ~ t STEEL ENCASEMENT PIPE 2 I 4 l p ACfACULTIIRAL lrifESTOHE - 2 TDNS/ACRE ~ JJ~ I}~ ~ T ,pT ~ ~ ~
f ~ 8 ~ _ GLE I A UNDER BUFFALOE ROAD. SOPE£PHOSPEGTE -500 LOS: E OF 20% ATAlYS15 SUPERPNOSPVWT£ 1 1 , ~ C
"~2~ LIMIT H ~ 95 ~S y.; J L ETRTRFIER - 10-,0-10 ANALYSIS T E100-T,DOD LBS.,ACIiE INLOI, - 2 TONS (AFPROK 8d tALES1 ~1N1. E~NN sTRAYf/ACRE 1 L l { , S- ~ NECROR - rAC~ ~RII tmuro AspRw.r AT Aoo GN.,01`S/ACRE 9~ E , 1 y ~ FAULS6E0 ASPRNT AT 300 GNf.ONS/ACAS ~ f ~
, II +
SEEDIiJG SCHEDULE EI i ~ U ~
, I t II+ ~ PEAL!NI£Nr sEEdHC - ( 1 I SrE~e>~TIS:sOema~s. sraPES Rux. st1 I 1 ~ I
, TYPE PIAlRhC P,~E l ' 1
' ..\CLEARI G INV EL = aos.as 15" RCP M l I T/11 FESCLE 2D018S/AC(!£ I I
, - ,tiiv aAy INV EL _ 309 - 45 ~ 2g~. ~ ~ ; . 15' RCP
2 ~ Y INV EL = 309.16 RI~h RIGHT-OF-WAY ~RrF'(lRL4SEY~) ~D~/ I E i I eETnArnuYtASS ~ IE~./ i I~I ; ; f5 l1TS/ACR~ 4 ` I ~
s ~ l'. L ~ n ~ ~ ~ y ~n ~ o ,TE TtON . ~ I t
t\_ ~ 0 15^ INV ~ INV '=.,.~+Y. N 15" RCP PEPoAWiJR SFFBDDlC - I ~ ~ 1 I INV EL = 308.00 25'X 55' a~ t~l m •iT I I ~ ~ l W
- _ W _ GRAVEL ~ 'A tts (uIDnHEED, InnED) ~~ppT`o~g~/~i>~/~REi } r ~ ~ 15~~ RCP A'U CERF,T'A IE3PEOE7A (IHDARIID, IMSIJRDFD) 69 N~10~1 /N~ ; 1 j
_ / \ ~ S CLEARI CJ ~ ~ p INV E _ ~ < /INV EL = 307.24 CONSTRUCTION kN arm ~ l~/ E I
/ I LIMITS-; ' rn ~ L :l` \ ~ \ a ° ,
, , ' j . ro ~ - \ f2 ~w L~ARiNC e P R ~ P E R T Y B 0 U N A R Y r,~~L STD I; ~ ANO 5CIDCFA ~$TAAi7E4, 'ts0 TAO ,ACID+~ f
~a5 9 ' /:N. . ~ , . , ~ I T ~ I£5PEDE7A (Sfl'1EPIED) TD 30JACRE I 1
, ~ ~ c- , ~ ~ ~ _ ' I f
tP \ \y ti S ~ HIOP WUET ~(fMSE CROP 3~5 l~~ ~ 1 ' r T (tlt SOICii #AI~14WI fCt9A0S KNJ~ PROP) JO LBS//~ IE ~ J
P SE I . - ' w INL T ,y~'~ 4~0'S~ ; ,I ADOrBDHDEFOPJU DCFRer~N0~oT1~ aaERNFO~H 4EGfT~AwN~r ~ i ( ~ O 1-
. CLEA LNQ ~ PROTECTION - s ~ ~ . of DENIAED AREAR TIE A90NE 4EDETAIgN RAFS ARE DgSE rM DD 1 ' UNDER IAI'Al CONDDIWS; OIFIFR SE1:DAmDEC Ml£ cou(bruTla'tS~~ 1
8 s L~MIT• ~ ESS ROAD , ' 3 w ! _ . a o , ~ _ !
a o s 2 ~ m ~ ' ~ : / ..sue • ~ , , V ~ ~ w eEwRE +s00 "OORr E our T i { ~
~ , ~_f a _y- 'z ' ` CL ARING U ITS 1 < < I ~ ~ -
- ; . r.. - n
,m ~ - - rr'+ 2 , , IN T _ ~ _
/ ~ T w 8 , 8- ,o .p; 0 I ~ 0 ' L , PROTECTI - .N _ R, ~ ~ PROTECTION - N . .
_ - , . LIMITS'
- ~ INLET R ~ ~ INV EL 300. F. ~,11j{~, • W O A E7~ ~ _
ry , w , . 1~ ~ . : ~ CLEARING 5
~ ~ " - i')' - 1 RCP ryr"^-~"~.,,~ CE IN _ 00 'p ~ E' I~ ~
~ = 297.6 r S ' ~ ~ ,3 s ~ PR ECG , a C,~
V ~ m Ip ~ ~ ' a -r 10' 'A PH`~~~ WALKING PATH ~ , ~ r o Q
y I INLIA' \ ~ ~ WITH~2' GRA L SWAIJLDERS j;;,',',, ~ ~ W ~ ~ `I LET .
0 / ~ ~rT 2g N O i A ~ ~ }lAT(Atl A ~tn.A~A~ r~ E ~ TIN 0 ~CTI N ,CTI N r ROTECTION ~ / ~•9" ; ~ la° RcP ~ ,;~~E i v Ea:,- i9e °V
, N N , - S ~ TrE~e INV EL ="297:26 - , . E~Jf
I . r _ , 1-"'_-- r~ _ w Y w . ~ w w tTEC = _297 ~w w ~ _ ~ ;'"Protec{ion _ j, ' ' i~ / *TE ORARY ~ ~ O r~ ~enCe ~ ' .~I 1. ,t ''L' '
S SS ' , ~ ' ~ - • j r~ ' , , x ' ~ -
i f'', o ti , ~ Q? M Y / ~ INV EL -295
, /
T. , 9 - / ~ ~ o 345 ~ ~ ; ~ ~ o ~ -~~~v~j T ~
' . 1 N ~ 3~
~ ~ ~ ~ ~ 2~ .CLEARING. J o+ ree: ' ~ ~ ~ ~ GLEAR~~GE~.It~l ~ ~
' ;r' ,LIMITS h 345 ` J ' ~ ~ ~ ~ ~ Prbte Ion +~a~, TO R/W
. , . , ~ ~ ~ . Sllt ! ~~I ~ r 1 ~ ._._I
F / {i / ~ ~ , ~ C C I INL f . ~l nc ; ~ ~ ~ Q
~ O ~ i ~ ~ PROTEC I N : a J~ SEDIMENT 1,~ ~ ; ~ ~ QO c d DASIN 3 ~ ~ ~ LiJ
N~ i O Fn ,M' ~ F' ~ p ` t R 10 ~ ! ro ~ 'INL -
CI. , oA / ~ ~ ~ ` OA9 o " ~ / , °
, . ~ . V9 i _ _ - w , w ~ I ~ ~ . . ' _ _ ~ I.',
W 'y. w. - _ _ - __SS SSW W ~ W ' SS _ _ - i ' w _ CLEA G-' I, ` CLE ING ; O S - .1 LIMITS •'f 'LI YTS, ,'I
CL.E ~ AR1NG -
0, rn LIMITS , CSC J ~ a. ~ ~ a~ z ~ ~ , _ j
~ u7 ~ ~ . o ,pl. n~I- ~ ~ ~ I ~ ~ ~ POND 3 ° ~ ,,:r, _ H~o ~I.? PRaPE
~ , V 3 _ 8 - a ' DI. RSI ~ j I : , ' ROTECTI t I H ` I ~ SURFACE EL = 293.5 ' I
• 5 2 28Q ET, ? - n ;IN ~ INL IN ~ AT 7iME OF SURVEY I
n ,3 PR ECTIO PRATE ROTECTI •T N , I ~ `I
r u a , ~''!NV EL = 9. E I
.INLET ~ I ' DIVER-SIGN 85 ~ a„ ` OUTL :~i I I~ ,I i
DITCH . " " ~ DIVER N I I ~I~II ,
CLEARI G a , , d ~ro . ; , ~ N ..,'DITCH INLET • , p a o I~ n T
LIMIT ' ~ • , ` , IN ET. ~ O~ECTION. ~ SILT ...o.. DIV SION , ' ;I L T ~ECTION~. ~ N 2a,z° o, ~ ~ ~ ~ o~l~ 3~ - SILT % ~ " I i~ti '
, ~ . n. ~ ~ P OTEC DITCI PROT ' IN ET i 6
~ ~ ~ ~ w .~w ivy . `-^-....~,r 0 4'~ { _ . . N' _ PROT CTIO - idG~w- . , - _ " . w ~ ~ I ~ ~Tp FENCE ~ ~ i r i .w _w,: , ~ OUTLET I,~ iE' I , fides S ~ ,:o I ~ I:..
r -w J _ to - - ,.p w - _ W , '.SS SS
- . SSA SS C A ING LE - . 95 O ~ rv. 'r ~ ~ ~ 55 - 55 SS o : TCee I „i I a~
o LIMITS , ~ - ~ ' G ~ ~r Pro e.Ctl ~ ~ IE. ~ (0
~ ° Zi , o t / ~ , Z85 ~ hilt ~ , , w"'C;ar,/ ` , 1 , I'' CLEARING LIMITS 0 f0 'ASPHALT' ;WAL G P-, I : ,
~ rn SILT . ee ~ - ;SERI 5 nw I NCE•. T 'ence ;WITH' GRAVEL SH ULDER$ Co~nba I i4~ I TO R/W NCE ' ; SILT CLEARIN ' . ree , I
1NL E a
t" 3 CL AR3 'SILT.. a . , i St ar, n acs ON IV 10 ~ ~ ~ - , ' 'SILT.... .eA ~ ENC LIMITS Pratectln ;
. LIM S'~ ENCE „ ~ w o DITCH :::w.Y d .w w . w to I IPI Fence ~ ~ N
x. , w s.aMwd w . E w,~ ~ : . ,w w • ~ ~ ~9 I „ I ~ W
L ~ - SILT ' „ IMIT , • SILT I T ING a y. a:. . ~ o ~ N' CE ITT ~ SILT ~ ~ 1 o S ~
~ 5 FENCE 28 I~NCE ~ ~ LI ITS a \ 6 ~ SILT 0 NCE , ; 2 ~ - _ " - ~ i ' : OUTLET s N ~ FENCE ~ 1 N 1 J N o ~ F-~ ~ too ~
' ~.b. INLE FENC SILT OUTLET N~ ~t' ~ I PR , , , _ , i ' ~ 4 h , FENCE OUTLET I I ~ I - ~ p
(fl N I~
~ , , ~ n, ~ `b OUTLET ty ~ EROSIO CONTROL LEGENDS ~ ~ ~ ~ UTILITY INSTALLA?fONS AN IO PU ~JC 0 Z z (X}
° GENERAL NOTES NOIES: cL~AamD uMtTS FACILITIES, INCLUDING SIDE L~ND ANDICAP LL. O ~ RAMpS ARE 70 BE CON C ON STREETS I--
a „-~1 1. htinimum comor clearanca from curb lino of Intersecting streets 1. SEE SHEET 5D-1, 2 & 3 FOR STOR DRAINAGE SCHEDULE. shall be at least 20 ft from point of tangs cy of the cuff. Na 2. ALL SANITARY SEWER MAINS SHALL E PVC (SDR 35) CONBD 51LT 6 TREE PROTECTION PENCE A5 SPECIFIED BY C171" COD ~E CIU71E5 W ~ _ ~ EiAVE BEEN APPROVED BY p~W~ 0 'RALEIGH I
- driveways shah encroach an this mhlimum mer clearance, LESS 0 ERWISE SHOWN. SILT PEiJCE AND SHALL 6E SO INST P VAL. ;PUBLIC Q z ~ ~
/ 2 NI u 'c sown on these arts hell have the fun width of UN TH C p bll streets h pl _ ~l: ARING the ri ht-of-wo cleared and graded within 5D feet of all streat 3, ALL WATER MAINS SHALL BE DUCTIL IRON C150 PIPE. ~ A B I L I Z A T Z ~ ~ - DIYEASIONwT£N SANiTA~R~RSEWER EASEM~EIJ" ATO RECORDED c( CL Lt-1 r}' PRIOR TO FlNAL ACC~TAN Li. ~ ~ OQ
intersections, The full width of rlghi-af-w shall be cleared and 4, ALL MATERIALS AND INSTALLATEON S ALL BE PERFORMED k;IM11S raded clan (Nd Matwmie, Buffalos and F stville Roods. T RM R INAGE IS CO PLETE INSTR TRETi PROTECTION FE3ECE Q
9 9 IN ACCORDANCE WITH CITY OF RALEI H STANDARDS AND 1, ONCE ALL WATER, SEW R AND S O D A , q. ~ 3, For the proposed access points on Buff a Road and Forestville PH T 4PLETE, INSTALL CURB TRAN5PORTATiON SERNCE5 ~ F ~ L~ LL'
' ' ~ Road, tho owner/deed er is re onsible f an conflicts with existing AND SPECIFIGAT10N5 AND NC D07 S ANDARD5 ANO AND GUTTER, STONE BASE AND AS AL or proposed utlitles, drainage devices, fire h rants, utlity poles, AND SPECIFICATIONS WHERE APPLICA LE. COMPLETE FINE GRABIN OF PHASE I LOTS, PUBLC UTELIiIES ~ J CO N
~iVERSI~N sUeet lights, catch basins or sfmllar objects within 23-feet of 5, NO 51GHT OBSTRUCTING OR PARTIALL OBSTRUCTING WALL, 3, OMCE FINE GRADING OF PHASE I LOTS IS COMPLETE R WITHIN 2I R WITHIN 21 DAYS ~--p a ~Q ~
:DITCH ~ a driveway centerline. Constuction drawings i show an inset showing FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER FT N T TI N IS OMPLETE STABILIZE ANY REM INING DISTUR. M'° I ~ p all dimensions and other tnfarmation re k for construction. Tho OBJECT BETWEEN 2 FEET AND 8 FEE IN HEIGHT ABOVE THE A ER CO S RUC O , INING DISTURBED ~-l INLET PROTECTION CONSERVATION ENGINrEf~ER ~J w U (10 TAIN ADERUATE sILTPE7TCEd71LET PLANMNG Y~ !J D~~
' AREAS WITH VEGETATION, RESEED AS NECESSARY TO MAX TAIN ADERUF ' P~N~ cmUactor wdl correct any errors ar am>ssi s uncovered hl the fe1d. CURB LINE ELEVATION SHDULD BE PL CED WITHIN A SIGHT TRIANGLE, $ ~ 4, Tho WC access rmnps well be provided in ccordro~ce with the COVER, GMM
~ . ` SEDIMEN Raleigh Engineering 5tondard proving STD~20 ii. 14hera sidewalk is not 4, STABILIZE SITE AS AR S ARE BROUGWT UP TO FINIS IED GRADE W', BASIN required along the Public ROW, curb is to be depressed at dl ramp V N T N TH R UGH GRASS STABILIZATION, ALL FOR INSI 'IED GRADE WITFE DETENTIDN PUNDS ARE CHECKED
Q. EGET T O , OB AI O AI locations shown on 510 X20.11. NOTE; ALL FOR INSPECTQR BEING USED AS SEDIMENT GMM
•'y ~ . S. Private 5treel Ins ctfon Statement _ Th canstmcllon in eatfon {857-4412), ' ° ~ ~ MINIMUM CORNER CLEARA CE 5, ONCE SITE HAS BEEN C MPLETELY STABILIZED AND AP ROVED BY (Z 2 mrR of priwte streets within clustar units, condo iniums, townhouse BASIN CUNTRIJL DEVICES APPROVED
`f0 developments and mobile home parks submit d (or City approvd is INSPECTOR, CONVERT SEDI ENT BASINS TO PERMANENT D TENTION BAS ~SIL the re~onsiblity of {he owner/developer. C ies of certified FROM CURB LINE OF T MPORAR DIVERSION ENTICINBBASINS AS DURING CUNTRUCTION . ~ I GMM
. ' FENG" CALLED FOR IN CONSTRUC ION PLANS, REMOVE E G~ . , d inspectton reports invdving subgrade/ aggreg to base, proofrdls, INTERSECTING STREETS S ALL D OUT ANY BARE AREAS, ' DiVERSInN DITCHES ACTIVITIES, CLEANDUT I ~ ~ ART DATE GF THE BASIN WILL BE ~ ~ 1„Inl' ~ Itunr
i I T' U!a aggregate base and asphalt densities and thr kness, and other AND SILT FENCING AND SE REQUIRED PRIDR 70 USE . ~ A ~ ~ CODE
ertinen# intormatbn must he submitted to t e Cit's En tleerin VERIFY ALL ASPECTS OF ETENTION PCINDS ARE MET, ~ F CE ~ SILT P Y 4 9 BE A7~ LEAST 20 FROM E AS A DRY DETENTIDN I I ~ ° '
~,N ' CLE G NCE Inspect'rons Manager at PO Box 590, Raeigh, C 27602 or fazed to [phone], Contact Larry Anderson at 19) 831-5810 to ebiain POlN T OF TANGENCY. ~ ~ - LI TS. OUTLE decals of the drove requ~emenls. POND: I I -
r GRAPHIC SCALE j j ` '~RAWlIVG
, . . ,DO D ~ ,UD 200 aoo ~ ~ = ~ No. ~a.
~p
_ n ~ r
r .,.,rm ~ I I !lhlu h t L 1
~ TREE PROTEC'iI ON FENCE
in In rzzA tOO it. 3'~

: . _ ~ ~ INLET - ~
~ I ~ ~ ' / N ~g .
N ~ ~ o.~ . P R EG. ~ I! ~ 193.. ~ ~ m
NOTES; ~ , r 1 ~ ~ ~ ~ ~ ~ 1. Minimum corner clearance from curb Imo of Inte sectng street ~ ~ . O 1g6 ~ N N ~l
zgs shall be at least 20 ft from Dint of kan enc of the curb, No : ' p 9 Y C > U n ~ ~ ~ ~
driveways shall encroach on this mmlmum corner clearance. ~ / ~ , ~ w 291 F- ~ ~ ~ Q I.~.
w 2, All public streets shown on these plans shall have the full wid h of ; ~ / ~ , the right-of-way cleared and graded within 50 feet of all street ~ ' / ss D_ fn ~..r v ~ . Q 0 ~i IN ~ T'. _~I~~ 194 IN A ~ ~y~ ~L~E~~~A" ~ ~
O ~ ` X94 intersections. The full width of ri ht•~of-wa shall be cleared an ~ Q ATC LI A ~ ATCNLI E A • 9 Y ~ M
_ raded alon Old Milbumie, Buffaloe and Fares#villo Roads. ~ , 9 9 U ~ ~
3. the ro osed access Dints on 9uffaloe Road and Forestvi e . For p P P ~ i N
Road, the owner/daveloper is rosponsible for any conflicts with a fisting . ' ~ ~ or ro osed utilikles, draina a devices, fire h rams, utility poles, ~ ~ ~ - ~ ~ ` ' ~ _ , cv r 3 ~ss''O-: . w:",~-•~; .....~..4 w.:. .,.w. W . ~ - w. w Q ~ m ,G ~f' 00
p p 9 1~ ~ , i hts catch basins or similar ob'ects within 23-feet of ' ~ , street I g 1 , , ~9~ C . i S
driveway centerline, Construction drawings will show an inset sho I ~ ~ ~ ~ Q ~ N ~ ~ ~ j ~ ss ss ss 1? ss' ss R U [ ~ ¢ ~ m
all dimensions and other information re aired for construction, - ~ . 4 ' c r ec a mars or omissions uncovered in the eld ' aontractor well a r t ny e o: ~g
. ~ ~ ~ 4. The WC access ramps will be provided in acGOrdance with the ~ ~ ~ , m ~gd I 9 ~ Cn ' ~ !.y ~ N ~ r
Raleigh Engmeermg S#andard Drawing SID~!20,11. Where sldewofk I not ~ ,
re aired Dion the Public ROW, curb is to be depressed at all ro p ' 9 9 locations shown on STO ~20.1L ~ ~ ~ ~ ~ ~ zpt .291 ; T' 28 U
~ , 5, Prlvake Streot Ins ection Statement - Theconstruction inspec Ion 9 P
' e wifhin cluster units condominiums townhouse - ~ ~ =o of pnvat streets 0 I~0 - ~ ~ ROT ' TI O - ° ~ 288 9,
developments and mobile home parks submitted far Clty approval Is , • the responsibility of t#la owner/developer. Copies of certified
ins ection re arts involving subgrade/ aggregate base, proofralls, ~ , p p 2 CLEARING . N ti \ 287 • S ~
ate bas and as trait densities and thickness and other aggreg e p , 1 ~ ° 286
ertinent information must be submitted to the Cit 's En ineerin : • - p Y g - L..IMITS ..F. _ C~ ; , , ' a \ ~ u a W
a . lnspeations Manager at PO Sax 590, Raleigh, NC 27602 ar faxed to' ~ , ` r ; ~p Lorr Anderson at 919 831-6810 to btain ' - 9. Contact (919) 831 633 y { ) ~~aa a>m~ ~ 1N ^ V ~
details of the above requirements. ` / ~
a ~ L Q
. ' _ ~ 287 0
TE: - NO ' N ~ ' ~ ;a ~ O
MINIMUM CORNER CLEARANCE .x~ ~ - ~ ~ -
~ ~ • ~ FROM CURB LINE OF ,0 ER f
' N : ~ o y OT CTI 11 ~d
INTERSECTING STREETS SHALL o - TCH 0 I ~ ? N ' ,
BE A T LEAST 20 FROM THE • ' ~ ~ - y/{~ , ~
' ~ w~$ p 4 rl W 1'f-~_' - - _ -
POINT OF TANGENCY. / x----w~, . ~ ~ z ' ~ - 0._..._ , ~ SS-,.~., S ~55-- 55 SS', ~ ~f( ~ - SS _
, 4 ~ D ~---5z. S 5S SS ---SS 4 54 5 R,0 ~ ~ ~
;
. . - - I 3 , o LIM TS - ~ m
~ .
a N ~ ~,O
o _ o N 5
S 1 ~ ~ W ti` IN
2 ~ n , 280 ~ ~ ~ 1~ ~ ~ ~ _ ° LET' -IN~ 28 .,T C,~~ c?
l A' i ~a . INLET
.I ` 3 ~ w PROTEC ROTECTI T ~ ~ ~ ~ ° PR ECTION , _ ~ w z Q
~J r . ~
. ~ . 7aA - . _ a auk
i N INLET . a" a " - DLVERSION- g 5 ~ ~ - Q
~ 2a3 OTECTIaN ~ 3 0 ~ DITCH o . I ° --n------ m ~ ~ . f _ ~
L ~ N
i" CLEARI G o. ~ ~ .
~ o LIMITS ~ - o . 0. O 268 ~ ~s,,~ ~ ~ ~ _INLET-. QI ~,~Q
~ , ~ ~ ~
/ . , , fl. - _ ° SILT p P OTECT U ~ z
" ' 2Ta _ a . w w, _ _ ~ 2, LET FEN E S - DITC = ~ T 288 N °
, ,Q,~ .M -55 -55 ~ 55 _55 ~1-_~.. ~ P~ROT CTION
. . y5 , w rloN o~ti ~ ~ ~ w 28 lv ' W _w.
P ~~,EOBED PREPARAliON u ~ C5~ o - - '--~-ss yam:: _ . W ~ _ ' w w w . w wi, _ w _ ` ~
rm AFdAS am SYtEAO TpP9]7.3 RICHES DEFP pYER ~ ~ ,r- atGr1 COMPAC /~y o ss.~. ' , . / o .I ~ ss ~ ss 5, . _ _ - ~ ~ .h ~ _ ~ r.; ;
ADIfltSE SOL CCNdROF7$ AVALADIE , ~ ~ ~ ~ - , - CL'EA ING fz~ THE a,Ta,E IKEA ro a ma,ES 0EP1H. OAE ~ , a ~ 5~ w. 55 -=ss ss d ~ ~ ss~9 s ss ti~ soh s `6 ss ~6 ~ _ . .
a ; ~ . LIMITS P~E110VE Au LODSE RpCN, RaoTS, AND oRro, cnsTRUCncws LEAVPw ~ 276 , ~ ~ ~ J
SURFACE REA5CdIAfX.Y ~IOO1N Mm N180RU, AUG. IS -ROY, 1 , ? z
APPLY AdHCULTURAI L3RE, iER141~71, ANp SUPFRPHOSPIIATE VAR, 1 .APR. 15 , . ~ , • . UWFORUO,Y A,016X 18M 50i ~E 8Aa0~ , APR. 15 JUN. 30 • a t } h5 m ' ~ w
~ , . CONNRIE IRIAGE IINTL A rifli-PUpEPo7ET), Fral, REASGN/dp.Y ~ , ,
m~alu sEmeEn Is F'REPARm ~ Tp a walES pEEP. i;" _ . ee z74 - ' ~ ~ SEAIMENT` B SIN 2 ' ti FL IN=273.
a ~ CN A FRE'9R.Y PREPARED SEEDOEO Altp C04FR,1CE,RY WTH , S~pkG EOLfIPLIERT RR CULTPAa( AFIER SEEDMG. ' IUC. 1S-HDYJ . ` ~ ~ ~ I d ~ ~ _ ~ ON D 2 0
^o - - _ 3 , - , LNLaI pralEpUR1Y AFTtA Alm A,ra,rn INLa,, raov, ; . ; > ~ ~ ~ I N ?)P AI CL I ; CE 7 ` sa LF. ®a.~a~ '
272 a a a a i pISPECT AIL SEEDED AREAS AND VIxE IECESSARY REPAIRS Olt / ~ ~ O ~ , RES,IDlNOS Y1TI¢N IFIE PLAN,WC SFJSQPI, G PosslPlE, O' STAND 5HOUID N4i. ,-JUKE , DIVER y~., - ON DIVER to ~
BE USFR GO%DAVAGfD, RFERTAp15H,'OII.O1ttNO oPoaNAI l1YE, ~ o e•'~`^ J LIM TS , FERTA1rER AND sEEOWO RATES. VAR. tO 30 / 2T1 ' , ~ I 3.
DITCH CON4AT COrLSERVATXH, NSPECTCR ON UAN1alANCE TREA1lkTIT AID UAR. ,5-JUNE 30 ~ , ~ ' p ~ . ~ IDI A {9 ~~C~ QITCH .w. ~ ~
FEATAIUTION AF1ER PERllANENT Cp4ER IS ESTAOl15ffD. o.' ~ , CLEARS G . ' ~ o , _ , . ~m _ ,,m N-' SILT '
q ~ ~ . q ~ . uuESTOra - Tons HERE _ . ICII N E 2 . AGR L RW. JWIE r - r-srvr. I ~ \ ~ T ~ ~ ING CE
FERfR12ER - 10-iO-10 YSIS ~ 800-1,000 L6S./ACRE LI,M I T . ~ , ag - , • . o, 3 „ , _ , ~ ' ~ ~ SILT , SUPEFp'IRISPNATE -500 LBS. ACRE OF 20x ANALYSIS SUPERPIIOSPIGTE _ - ~ `
L H nn` I4U C - 2 TONS APPAOX. 8 9RES) SAIL GRNN STRAW ACRE 6 yw.. c . ANCHOR - TACK Wlni EIQND ASVNAIT AT 40p CAU. (ACRE OR ~ ~ E N C E ' - _ F , 6 ~NCE ~ ~ LI TS
EMUESIiEO ASPIIAI.T AT 300 GAliONSJAGRE 26 . ' 2 . 5 ~ _ . . ' :.SILT...- 2 ,~s ~ OUTL T
87 , - s~~o~H~ scM~~ul,>R ~ . - I - ET ~ 266 b ~ , SILT
_ NL FENC N b:>~ PEr+~wLm ~m - FENCE
S1Y1In I~-Sou 01rd,E5. SLOPES (F.tiv sl;. V ' ~ o _ o P R- E N. CO ~
,P ~ PUNRI~i FATE o ~ Q ~ , ;a' ~s zsa.. a
TAIL FESCUE 200 IDS./Af£~ ' . ?6 _ ~
r k~ADRU111 RAE ~IHURSE CRpPl 25 ACRE ~ 263 0 E A= 4 8, 5 A EROSI C~ CQNTROL L GEND
IT4~9IfD ~IIDt, 110.+GNASS 200 IDS./AaiE ~ ~ ; p ` ,5 LDS/ACRE ~ - " 2&7. g.,, Q ~ ~ CLEARING LIMITS ix
. :3 ~'S - a' q6, - COMBO SILT 8 TREE OTECTION FENCE
vOPES.(3:1 Tp P.11 - SILT FENCE ~
TNl FESCUE 2O0 LDS/ACRE - - S9 ~p ANp SERICFA IESPEDEIA (URIRIIIED, UNSrARUia)) 00p TO 70/ L85JfGRE _ - E DIVERSION DITCH U
ruL uTESCm UCEEAICFA IESPEOElA (URIRBIEp, Ut~,S,RO,ED) 00 T~7tl'~L~ AaiE _ a D E T E N T I E N P Q N D S A R E ~ AtRU2n ~ I s W
rw.FTSWE ~2pSplFf~S~/ E ARING ` ~ BEING USED AS SEDIMENT INp sFItlCFi1 iESPmE7A (SCAInPEp) a0 i0 5D/ACRE , + E N T TREE PROTECTION FE CE J ~ ~
1tEEPlNG L04EGRAS5 ANp scR~, LESPE4ErA tscumTm) ~8 ~'siACRE L.I M I BASIN C CIN T RCJL DEVICE S ~p ~S/ g N ~ l~ EDElA~{SGJnFIm) 40 N 50~IBSJNCRE CES ~ ° o
N - 51 ~ 4:~ DURING GUNTRUCTI~N SEDIMENT BASIN U1 r ~
ACTIVITIES, CLEANEUT _ z s UT W~~rn
- T AN° E NfOP 11111Er ~ A~rISE CROP ~ U~ ARE , EE THE BASIN WILL BE ` INLET PROTECTION Q Z Z ~ LL O ~
aR soRCNUU-suaav ~roos IIR>a~ coop) sa ~ ~ , o . COHSUIT CITFISIRIAl1411 EIdGMFfR OR SOIL CONSER,'AIYIH SERNCE PoR REQUIRED P R I N R T Q U S E "~S~ SILT FENCE OUTLET O Z ~ ~
ADIXRONAI. MIFORUATpR CG4,CERN'NG OTHER ALTERNATNE5 PoR YECkTARON D ~ ':Y E R S I.O N : o OF oElArom ARFAS THE AH(NE VEGEfA1 CN RAIFS I~ ~ PO~SS~ _ A S A DRY D E T E N T I ~ N
VIDEi, IAGV. CONOFROIfS; DINE)? smm, HATE CO 2 u 54 ~ N sEASONFaao i?'ITCII PUND, M,URSE CROP. [IEVPOphRY - RESFED ACOOROOIG TO OPIIUIRI Q ~ W
PFIiuNiEM ATgN. DO NDT ALLOYI TEI4POANtf COhR N GROW OtOR ,2~ , ' u R, NaGHr DEFORE Wb1NO, ORFRa15E FESCUE UAY BE RHAOED DIR. ~ / y
P 1 254 T CQ~ISTRUCTIDf~ SEQUE CE ~ Q Q
BASIN 1 . ~
GRAPHIC SCALE
Go 0 3p so ,za saa FBI A~ GRADI~I~ AND STABILIZATI~f~ W m N
1. LANCE A L WATER, SEWER AND STNRM DRAINAGE IS COMPLETE, INSTALL CURB
..a;; by ~ ~ AND GUTT R, STONE BASE AND ASPHALT uissl;nut,rr, GMM NECKED
; w246 C` _ "~D NON PIPE ¢1 , (IN FEET } UTILITY INSTALLATIONS AND OTHER PUBLIC .R PUBLIC COMPLE E FINE GRADING OF PHASE I LOTS. q. GMM
S O _ O FACILITES, INCLUDING SIDEWALKS AND HANDICAP o, 1 inch 6 ft. RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AND HANDICAP 3, ONCE F NE GRADING OF PHASE I LOTS IS CAMP ETE GR WITHIN 21 DAYS F ! ' APP~ovED ON ALL STREETS
I ~T yy ~ ; p..' A5 SPECIFIED BY CITY CODE. THESE FACILITIES [ ;:q;`': NAVE BEEN APPROVED BY THE GI7Y OF RALEIGH ~IESC FaclLinES AFTER CN STRUCTION IS COMPLETE, STABILIZE AN REMAINING DISTURBED GMM ITY OF RALEIGH
I E ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE JLESS A CHANGE AREAS WI H VEGETATION. RESEED AS NECESSARY G MAINTAIN ADEQUATE ern: DATE
IS AUTHORiTEO BE WRITTEN APPROVAL. PUBLIC ' SANITARY SEWER EASEMENTS ARE TO BE RECOROEI e°TOLeE R~coRDED CUVER, ;
SIT ~ ~ ' t. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDUL . PRIOR TO FINAL ACCEPTANCE. 8 24.75. 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDK 35) 4, STABIL ZE SITE AS AREAS ARE BRdUGMT UP TU FINISHED GRADE WITH = JOS CODE
' SILT UNLESS OTHERWISE SHOWN. TRANSPORTATION SERVi F~ CE f~ VEGETATI N. dBTAIN THOROUGH GRASS STABILIZAT ON, CALL F'OR INSPECTOR~`''~~f~ - `
DC 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE, L _ CLE R G F ~ s V ENC 4, ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED PUBLIC UTILITIES ~j (857-4412 , ~~INfihiul~~4
I I I IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ p~ 5. LANCE S TE HAS BEEN COMPLETELY STABILIZED ND APPROVED BY DRAWING
- LI TS r - OUTL T AND SPECIFICATIONS AND NC DOT STANDARDS AND ONSERVATION ENGINEER G AND SPECIFICATIONS WHERE APPLICABLE. INSPECTOR CONVERT SEDIMENT BASINS TO PERMA ENT DETENTION BASINS AS N0.
~ , ~ ~ 5, NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ CALLED E R IN CONSTRUCTION PLANS, REMOVE TE PORARY DIVERSION DITCHES
- ` / FENCE FOLIAGE GERM SIGN PARKED VEHICLE OR DTHER PLANNING AND SILT ENCING AND SEED GUT ANY BARE AREA rT ~ ~ A
-Cq cam. rnaL UlidtGl IJEIWLLN Z IFLLI ANU 6 hLLI IN HLIGHI AtiUVt Ih lip, 09 AM CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT IANGL . HK~ +Y + VERIFY A l ASHLU I U1 Ut I LIN I lulu ru+viJ,,)~
7777~~~~---r. N ~ ~ 3~

NOTES: ~ 15 RCP 1, Minimum corner clearance from curb line of intersecting streets INV EL = 305.85 , CONSTRUCTION SEQUENCE
' ~ shall be at least 2O ft from point of tangency of the curb. No ~ 48,55 AC. a~
driveways shall encroach an ihis minimum comer clearance. - C > U to ~ ~L X F~INA~ GRADING AND STABILIZATION
_ 2 All public streets shown on these plans shall have the full width of ~ ~ w khe ri ht-of-wa cleared and raded within 50 fast of all street ~ , 6 d 4- O
9 y 9 ~'y ~ UTILITY ENSTALLATIONS AND OTHER PUBU intersections, The full width of right-of-way shall be cleared and , ~ `,Lw , \ FACILITIES, INCLUDING SIDEWALKS AND Hr AND OTHER PUBLIC 1. ONCE ALL WATER, SEWER AND STORM DRAINAGE IS COMPLETE, INSTALL CURB ~ ~ - ~ Q _Uv ~c~0 f~ 0~ SIOEWALI(S AND HANDICAP AND GUTTER, STGNE BASE AND ASPHALT,
gradad along Old Milburnie, Baffaloe and Forestville Rogds, 305; : . ' RAMPS ARE TO BE CONSTRUCTED ON AL M5TRUCTED ON ALL STREETS U o ~ ~ CODE. THESE FACILITIES 2, COMPLETE f INE GRADING p~' PHASE I LpTS~ o ~ ~n o
- 3. For the proposed access Points on Buffalos Road and Forestville AS SPECIFIED BY CITY CODE. THESE FAi i BY THE CITY OF RALEIGH ~ CJ
Road the owner develo er is res onsible far an conflicts with existin HAVE BEEN APPROVED BY THE CITY OF i / p p Y 9 „ \ AND SHALL BE SO INSTALLED UNLE55 A ~ ~ WRI APPROVAL. or Proposed utilities, drainage devices, fire hydrants, utdlty poles, , , 2 ~ 15 AUTHORIZED BE T1EN STALLED UNLE55 A CHANGE 3, pMCE FINE GRADING OF PHASE I LOTS IS COMPLETE OR WTTHIN 21 DAYS ~ ~ ~ z r: ~ ITTEN APPROVAL. PUBLIC ~
~ ' ~ . ~ SANITARY SEWER EASEMENTS ARE TO BE street lights, catch hgsins or similgr objects within 23-feet of PRIOR TO FINAL ACCEPTANCE. \ ~ ~rnNCE.ARE TO BE RECORDED AFTER CONSTRUCTTON IS COMPLETE, STABILIZE ANY REMAINING DISTURBED d ~ m ~ ~ ~
drivewo centerline. Construction drawin s will show an inset showin ~ ~ Cp S Y 9 9 ~ 1" 5 ~ \ ~ TRANSPORTAl1ON SER AREAS WITH VEGETATION. RESEED AS NECESSARY TO MAINTAIN ADEQUATE ~ N ~ ~
all dimensions and other mformatwn regwred far construction. The ~ `~\CLEARING C F ' o c n errors or omissions uncovered in the hold, ~ 0 oanlrackor well c rre t a y T COVER ~ o r
N ~ c 4. The WC access ram s will be rovided in occardance with the d S PUBLIC UTILITIES P P . ~ T ~h ~ T b phi 4, ST ARE BROUGHT UP TO FTNISHED GRADE WITH ~ ~ ~ ~
N R Ralei h En ineoring Standard Drawing 5TD~20,11. Where sidewalk is not , 9 9 ~ . W. \ ~ C (3 VEGETATION. OBTAIN THOROUGH GRAS FOR INSPECTOR >,w ER (857-4412),
P b i ROW curb is t be de ressed at all ram ` - ~ ~ ! CONSERVATION ENGINEER regwred olong the u 1 c o p p ~ ay.r o ' locations shown on STD 20:11: ~ C R/ ~ 5. ONCE SITE HAS BEEN COMPLETELY STABILIZED AND APPROVED BY ~
- E ~ N 5. PriD a Street Ins ection Statement -The construction ins ection ~ ` \ PLANNING at p p C INSPECTOR, CONVERT SEDIMENT BASINS TO PERMANENT DETENTION BASINS AS ~ ~
of private streets within cluster units, condominiums, townhouse ~ CALLED F'OR IN CnNSTRUCTIpN PLANS, REMOVE TEMPORARY DIVERSION DITCHES ~
developments and mobile home parks submitted for City approval is TQ°' the responsibility of tha owner/developer Copies of certified ~ ~ 3~ BORE AND JACK WITH AND SILT FENCTNG AND SEED pUT ANY BARE AREAS,
ins ection re orts involvin sub rode are ate bass, raofrofls, ~ P P 9 9 / 99 9 P ~ , TAP AND SLEEVE AND VERIFY ALL ASPECTS OF DETENTION PONDS ARE MET,
aggregate base and asphalt densities and thickness, and other ~
ertinent information must be submitted to the Cik's En ineerin ~ 9 STEEL ENCASEMENT PIPE P Y 9 9 ~
Inspections Manager at PO Bax 59Q Raleigh, NC 27602 or faxed to ~ ~ ~ UNDER BUFFALOS ROAD. CLE I ~ [phone], Contact Larry Anderson at [phone] to obtain ,
details of the above requirements, ~ ?4 LIMIT , , _ _ EROSION CONTROL LEGEND w
DETENTION PONDS ARE ~
. ~ BEING USED AS SEDIMENT cLEARINGLIMi7S
~ / ' O is \ BASIN CONTROL DEVICES COMBOSILTa7REEPROTECTIONFENCE
NOTE. ~ o . . DURING CNNTRUCTIDN ~ SILT FENCE Z Q_
MINIMUM CORNER CLEARANCE 9 ~ . . ACTIVITIES CLEANOUT DIVER510NbITCIi
FROM CURB LINE OF , - ' ` OF Tf~E BASIN WILL BE -ter- TREE PROTECTION FENCE ~ I
~ ~ REQUIRED PRIOR TO USE v
INTERSECTING STREETS SHALL „ , , Q', r..•• _ -..`..~r 15 RCP CLEARI G AS A DRY DETENTION SEOIMENTBASIN ~ Q
aor, z - 46 BE A T LEAST 20 FROM THE . , ' . ~ livv EL - 3aa. „ , ~ 15 RCP „ POND > ~ ~
/INV RLP 309.45 ~ INLETAROTECTIaN ~ ~ N
POINT OF .TANGENCY , INV EL = 3t ~ .
~..ir Syr INb , ; 15" RCP R I ~ H T - ~ ~ - W A SILT FENCf OUTLET ~ O INV EL = 309.16
try „ ~ rr 1. ~ U 0~
o R ~ TE TI ON ~ ~ ~ ' 4
/ ' GENERAL NOTES ~ O ~ _ .,~r ~ 15" RCP U
N V 1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. ~ , ~ ~Cl Paz !NV EL = 308.Q0 25'}( J~5' Q (f') ~
. 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) - ~ _ - -
_ I HoWN, Q 15 UNLESS OTHERWSE S ~ CLEA'~RI 1 • ~ ~ s ~'/C 1' 15" RCP G~A vE~ ~ ~ _ ~ v •1 ,
~a1 GkT~ ' . - O 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. INV EL - ~F, , ~Q INV ~L = 30.24 CONS~RNCr N O c'~
LIMITS , ' - ; Ln w 4. ALL MATERIALS ANO INSTALLATION SHALL BE PERFORMED ~ RA ~0 ~ w ~ ENT NCE ~C ~
~ O IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ _ , ~ r~~
I NS AND NC DOT STANDARDS AND ~ I AND SPECIFICAT 0 ' LEA ING
AN SPECIFICATIONS WHERE APPLICABLE. ~ " , D ~j
PA TIA T UCTING WAL b 5. NO SIGHT OBSTRUCTING OR R LLY OBS R L, FENCE FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ '
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
r ~ o y CURB LINE ELEVATION SWOULD BE PLACED WITHIN A SIGHT TRIA GLE, ' ~ 9 ~ s a
a~ ~ v a SS \ M . .
~ ' `Ip SEEDBEq PREPARATION , \ ~ ly - tl ~ _ w a ~Q
3 , , CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES CEP OVER I N L E T
ADVERSE SOIL CONDI110NS, IF AVAILABLE, a , \ m _ ? ss~ `a; ~ i ' ~ _
PROT T 0 ~`~,28~~ - ~ ss ~ ~ , EC I N RIP THE ENURE AREA TO 6 INCHES DEPTH. DATE ~ - SS
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEADING - , O ~ ~ , ' , . SURFACE REASONABLY SMOOTH AND UNIFORM. AUG. 15 NOV. 1 0 ~ " NOV, 1 - 61AR,1 ~ _ ~ ~ ~ ~ ~
APPLY AGRICULTURAL UME, FERIIUZER, AND SUPERPHOSPHATE MAR. i -APR: 15 ~ 298 \ `.;°r ' ~ -
APR, 15 JUN, 30 ~ v' ss w Q:( Z UNIFORMILY AND Mlx 1NTH SOlL (SEE BELOW'). - i ' ~ ~ ~ a, 9 t,; i 9a Q ~ ~ ~ ~ y ~
s . v CONTINUE TILLAGE UNill A WELL-PULVERIZED, FIRM, REASONABLY o ~ • 5y ' "moo ~ \ / a ~o ~
UNIFORM SEEDBED 15 PREPARED A TO 6 INCHES DEEP. ° - ~ _ _ \ w ~ . ss / , w n - •
gT o - . S E ON A FRESHLY PREPARED SEEDBED AND COVER UGHTLY WITH - 1 \ ' . ED , . . w
SEEDING EQUIPMENT OR CULTIAAGK AFTER SEEDING, N ~ ' AUG. 15-NOV,1 \ - ~ ET 0 , o , ~ T _ - ,
MULCH rr ~ o. IMMEDIATELY AFTER SEEDING ANO ANCHOR MULCH. • ` o P~ EAR ~S
K NECESSARY REPAIRS OR ~ o N - INSPECT ALL SEEDFD AREAS AND MA E f R 0 TE C TI O N . E~~~2:
RESEEDINGS WITHIN THE PLANTING SEASON, IF POS51BlE, IF STAND SHOULD MAR. 1-JUNE 1 o BE OVER fi0~ DAMAGED, REESTABUSH FOLLOWING ORIGINAL UME, ' w - LI M T~ ` ,
. FERTiL12ER AND SEEDING RATES. MAR. 15-JUNE 30 INLET \ m gs 1 f a ,
MAR. 15-JUNE 30 _ _ o \ ~ . . a - ~ o , CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND \ u ~ R O T C TI
FERTiUZAl10N AFTER PERMANENT COVER 15 ESTABLISHED, ~ o ,
c ~ 298 o a, 2 - ~
AGRICULTURAL EIMESiONE - 2 TONS ACRE " , ' JUNE 1-SEPT, 1 FERTILIZER - 10-10-10 ANALYSIS T B00-1,000 LBS,/ACRE 1 RCP
• IN-LET - SUPERPH05PHATE - 5OD LBS, ACRE gF20~ ANALY5IS SUPERPHOSPHATE ~ ~\o. { 1 \ 'r z~ . P S ~ ! ~
MULCH - 2 TONS APPROX. 80 BALES SMALL GRNN STRAW ACRE ` i = 297.6. ' , AN H - TACK WfTH LI UID ASPHALT AT 400 GALLO S ACRE AR ~-f ~ R E G . ` ~ - C OR Q / a ~m
EMULSIFED ASPHALT AT 300 GALLONSJACRE a,' 3.._ / ~ z r ~ ~ 0 s6 ~ O
~ ~N 0 f ~ ~ l~ ~ ~
TI. SEEDING SCHEDULE ~ s ~ w ~ ~ ~ ~ w
? 3 ' \ `t R E I - 94 ss _ I N T....~ ~E,kWN NT CEO NG INLE ~ I LET.
IN A ~ L ~,HOULDERS SIDE DITCHES SLOPES (MAx 3.11 ~ ~ , . TI N 0 ECTI N ~ ROTECTION
TYPE PLANUNG RATE ~ , 5 ~
~ - \ , 11 _ t~ ° 5S..\
TAIL FESCUE 206 IBS./ACRE - ~ _ _ . w . w w. W _ w TALL FESCUE 0 .ARE 5 . ~Et-~` S•.,o~ w.~^rv . _.w.. w w w w w w w w 2 D IBS/ G ~ , ~ L _ 297 _ "297 ~ ~ ' TE ORARY , / 5
AND ABRUZZI RYE (NURSE CROP) 2 - , TALL fESCUE 25 LBS./ACRE 3~ 9j ~ 'mss-tom _ ...__-o-~.~ -19...._ --ss---. ss, v-- ~ s. o, „
HUUfD COMMON DERMUDAGRASS 200 LBS./ACRE ~ ,o ss 1 ss --ss ss d 55 _ _ s~ ' - o 15 LBS./ACRE ~ o _ _ p ~ ~ a
s. ~ V 9 , ti 9~ ~ o ~ a
i N PFRININE sFralN, - / , r ' U Laa
SLOPES (3:1 'CU-2:11- , 2g ,
TALL FESCUE 200 LBS/ACRE 291 . AND SERICEA LE5PEDEZA UNHUILED, UNSCARIFiEO 6D TO 70 L85 ACRE y ' T ~ 2y s ~ ~ ~ U
( } / ~ ~ s TALI. FESCUE 200 LBS ACRE . ? AND CERICEA LESPEOEZA (UNHULI.ED, UNSCARIFiED) 60 TO ~ lB5 ACRE 9 ~ ~
/ 0 I0 28g z9 ROT ~TIO. , AND ABRUZZI RYE 25 LBS/ACRE o y (n ~ N ~0 . : Spl~ ~
TAI1 FESCUE 200 IBS/ACRE ' ' AND SERiCEA LESPEDEZA (SCARIFIED} 4D i0 5U LDS ACRE N 1 287 • " . ~ ~
WEEPING LOVEGRASS / , AND SCRICEA LESPEDEZA (SCARIFIED) 4S TO '50 LBS ACRE • • b ' ~ . .
HUU.ED COMMON BERMODAGRASS / 4 288 15 LDS ACRE AND SERICEA LESPEDEIA (SCARIFED} 4D TO 6 LBS/ACRE .
N`'1 0 4 0 I o z c~ I
I1~E~ a o - - r ~ , 9 ' ~ ~ ' «1Ni~t~intin ~ ~ ~ ~
TALL FESCUE 2OQ LBS ACRE ` . AND BROWNTOP MILLET NURSE CROP 35 LBS ACRE ~ ~ ~ o s C ~ ~ I - LLd~
OR SORGHUM-SUDAN HY RIDS ~(NURS CROP), 30 LBS/ACRE 288 N ~
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVA110N SER4ICE FOR 0 '287 , ADDRIONAL INFORMATION CONCERNING OTHER ALTTRNATNES FOR VEGETATION I~N~LE T~ - ~ f - ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~
OF DENUDED AREAS. 1HE At#VE VEGETATION RATES ARE TH05E 1Y1NCH DD WELL ~ I~~ P~ROTEC~~ ldN; ~ ~ 4 Y.. ~
UNDER LOCAL CONDRIONS; OTHER SEE03NG RATE COMBINATIONS ARE P05SIBIJE. ' ~ ' ~ , t Ln ~ ~ ~ ~ RA D WIC
NURSE CROP/IEMPORA1tY -RESEED ACCORDING TO OPRMUM SEASON FOR DESIRED ti O o ' PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' o ` ~ ' GMM
IN HEIGHT BEFORE MOWING OTHERWISE FESCUE MAY SE SHADED OUi. N ~ I N , ` ~ ~ N ` ' . 0'~ ` I, ° - , I . O CHECKED
fl~~ OT CTI / GM M ,1
w._ w. r g _ _ w N ~ w w Q iY ~ • w w w'~.-._-w W `--:..1~~ A RAVED
-v e 2 w 7~ ; 72 ~ ~ ~ - ? ' ss ss-- ss-- ` M ~ CLEAR GMM ss- 55 5 55 ,zs ~v ss z9 5 s$ a~ :5 DATE
__._._--ro_°-~~.._.,' mss ? ss ¢-ss--- 9g . ~ ? 0~_ SS s ~ SS-~.. SS ss• ss e~p sS - - 5S 55 ~ _ _ M I T~ START _ LI ~
ses~~ ,:-,o spa CODE .
GRAPHI SALE R 0' _ ~3 I o _ -
' f
00 a 30 80 120 240 i
~ 9 9 f, " ` 196 - ~ . 2 R35.0
2~^ ~ ~ 2 ~a' ~ _.DIV No.
to r>;~'r } ~ ~ , BO 1 inch ft. ~ 2 291 , ~ RBI ~
8 0 a ~ INII r--i• I INLET ; ~ 1NI ~ ~ ~T r-- ET ~9~ - ROTECTI. . DI CH ~ C - ~ B z9a - i
1114 l G f 28 iiv.~ 8q R0 TION~_.~
3

15 RCP
~•y INV EL = 309.16 - - NOTES; d' ~ I ,
w f i 1. Minimum corner clearonce from curb line of intersecting streets ' ~ . ,;I
shalt be of least 20 ft from point of tangency of the curb. Na 15" RCP . w
dnveways shall encroach on this minimum corner clearance. INV EL = 308.00 ' ~ 48. 5 AC. COf~STRUCTI0~1 SEQUEf~ ~ i ~ ~ ' J I i ~
2. All public streets shown Dn these plans shall have the full width of S~( 5 the right-of-way cleared and graded within 50 feet of all street e" 'r-.
intersection . 1s' H'/( , s The full width of nght--of-way shall be cleared and 4 1t' ' ~ ~ A V~ ~ ~ 15 RCP ~I~IAL- GRADI~JG ACID ' S ~'R . I~IZATI~~f ~ ~ U X
graded Qlong Old Milburnie, Buffaloe and Forestville Roods. ANT" QF~ o, - INV EL = 307.24 C~ ~ v r~ p 4 1, pNCE ALL WATER, SEWER AND STpRM DRAINAGE I$ CQ~I , LIST ,INSTALL CURB ~ o
3. For the ro osed access Dints on i3uffa ~ ~S p p p !oe Road and Forestwlla ~ TR W ~ ~ C TI Road the awne ~ Y ~ ON r/developer Is respanslble for any conflicts wlkh existing j1 =i,. , AND GUTTER, STpNE BASE AND ASPHALT, ~ c 1 ; ~ z ~ h rn
~ TR or ro osed utilikies drama a devices fir ~j 'mom,, ~ " ANC p p 9 e hydrants, uhhty poles, -,.""'-emu„ E 2, CpMPLETE FINE GRADING pF PHASE I LpTS, ~ Ir ' ~i ~ ~ ~ ~ v ~ o
street lights, catch basins or similar objects within 23-feet of -m ~ Win,
drivewD centerline. Constructon drawin s 12 e LEA LNG y g wdl show an Inset showing u 9 all dimensions and other information required for construction. The 9 - ~.m, , U ~ A ~ Y 3, UMCE FINE GRADING pF PHASE I LpTS IS CpMPL~TE ,a~ ,WI, WIN 21 DAYS ~ ~ ~ z ~ AFTER CpNSTRUCTIpN IS CpMPLETE, STABILIZE ANYf REMI~T~jIN DISTURBED o~ m s ~ ~
IT contractor will correct an errors or omissions unc 1 y overetl In the field. J L °~s: AREAS WITH VEGETATIDN, RESEED AS NECESSARY ~p M~AI'NTAI ADEQUATE
~ 4 HIGH BERM LOCA ED 4. The WC access ramps will be rovidetl in accordance with the .OCA ED CpVER, ~ j r ~ N ~ ~
Ralei h En ineerin Standard Drawm SID 20.1 ~ t 9 9 9 g (f 1. Where sidewolk is not " WITHIN 20 4F BUFFALOE required along the Public ROW, curb is to be depressed at oil ram " ~ ,y, w r7- 3UFFALOE 4, STABILIZE SITE AS AREAS ARE BRQUGHT UP Tp~ FIf~'I~'H~D I BADE WITH ~ ¢ ~
P ROAD R-O-W. locations shown on STD X20.11, S - VEGETATIpN. p$TAIN THQRpUGH GRASS STABILIZAT~IpN,~ ~C~LLf FpR INSPECTpR ~w
5. Private Street Inspection Statement -The construction ins ec#ion ' p ~ ,,::a, C857-4412), ~ ~ , i
of private streets within cluster units, condominiums, townhouse ~ ~ n''"'~~, , developments and mobile home parks submitted for City approval is ' ~ ` , W " - , ~ . ',Y ; 5. pNCE SITE HAS BEEN CQMPLETELY STABILIZED IAN~ ~~'PR ~ ED BY ~
~ '~j ~ the responsibili#y of the owner/developer. Copies of certified "'ss ~ ` INSPECTpR, CpNVERT SEDIMENT BASINS Tp PERM~~iENJT 1D,~TFJ, ~ ~
m nspechon reporks involving subgrade/ o re ate base, raofrolls - 99 9 p u CALLED FQR IN CpNSTRUCTIpN PLANS, REMpVE T~MP~R~A~Y ~IVERSIQN DITCHES ~
aggregate base and as halt densities and thickness and ~ - ' P other . 1 as AND SILT FENCING AND SEED pUT ANY BARE ARE~'AS, ~ ~ r
pertinent information must be submitted to the City's Engineering ~ ~ ~w - VERIFY AL1~5A~,PFPCTS pF DETENTIpN PQNDS ARE MET, ; , ,
Ins actions Mana er at PO 6aX 590 Ralei h N ~ ~ - P 9 g , C 21602 ar faxed to ~ . , [phone]. Contact Larry Anderson at (919) 831-6$10 to obkain \n ~ + ~ INV EL = 301.29 , r ,
details of the above requirements. ~ ~ 1"'~., ~ ~ o . ,i o~ j r s--
, ' ~I'•``~IY CLEARING 4' HIGH BERM LOCATED t it `J ,i 1
" ~ W-~-~ ~ , I ETENTIpN PQNDS ARE W
`1• _ ~ ~ ~ , LO R~ WITHIN 20' OF BUFFALOE i ' it jBEING USED AS SEDIMEN ~
NOTE: ~ „I • • ~ A ROAD R-O-W. STOP B~3v1 ~ f ~ ~C BASIN CpNTRpL DEVICES
EARANCE ~ , MINIMUM CORN _ . • - ~ ° ~`wR0p0Seb , 'W~f RE THERE ARE ~ I' r' ~ r ~ DURING CpNTRUCTIpN = _ ~ i1
- LEAK OM CURB LINE ~F `y1~` , ~ ~T NG TREES AS NOT I. ; j f ~ ACTIVITIES, CLEANpUT f o~y ' , / ~ ~ pF THE BASIN WILL BE C~
` , LIM~fiS . ~ 1p { I
INTERSECTING STREETS SH ' ALL \ . " ,t ; J REQUIRED PRIpR Tp USE (f)
BE AT LEAST 20 FROM TH ~ : V; ° ~ E : ~S~ . -15" RAP • ~ ~ G . ED + ~ ~I ~ ~r_ ~ ~ ~ `~'~-~~-\s~~ , i., AS A DRY DETENTIpN `I ,
..r I~ POINT OF TANGENCY. ~ ~ ` ' ~ _ L = 300 INV E 0 ~ P
>/1 ~ ~ ~ ~
/ 4 - 1. RCP ~ -
- 297,6 , ~ ~ ~ I ~ ~ I j. _ J
~ \ : ~ ~ ~ ~ m
GENERAL NOTES , j ~ _ ~ ` _ .
0 0 - 1, SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. ~ ~ . 3~ ` ~ -Z 1 i• I f ~ 1*~ ` mar/
2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 ; ~ ~ U ~ ~0 A PHAQ~ WALKING PAIN ~ ~ ~
¢ ~ UNLESS OTHERWISE SHOWN. T X I N LE , WITH 2' GRA~L SHDULD.ERS~ ~ ~ ~ ~ ~ ~ ~cn z
LET, ' 3, ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. I ~ ' „ .
Tl N ROECTI N ~ 4. ALL MA RI ~ TE ALS AND INSTALLATION SHALL B P F ROTECTION ~ E ER ORMED /
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ , ~ ~ ~ ~ . 18" RCP ~ ~ ~ i V E = 298:41 ~ ~ ~ Z Tree INV eL T 297.26. ! ' 1 ; a ~
. AND SPECIFICATIONS AND NC DOT STANDARDS AND . Pratectio.n I~~'~ ~ ; Q ~ ~ w
AND SPECIFICATIONS WHERE APPLICABLE. 29 +Y ' . TE ~ ' - - - - - -o-~-- - - - - - RARY': I 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, " ~ _ _ - .e,, '
: (~J , , FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER -
D OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE G ~ ' r , ' ~ 12„ H
' ~ , ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIA E, ' ' ' r.. DPE - - - '
. ~ ~ , ; INV EL = 302.01 ~ ~ 2 95 r''~' ` < < ~
r ~ ' i / . 9 / SEEDBEQ PREPARATION ? ?g ' ~r' ? ?y ~ 9B ~ ' ~ , ; : C~ ~ ~
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ?g I f ~ ~ 11 I Q I .J
1 , ADVERSE SOIL CONOI110NS, IF AVAILABLE. ?,q ~ O ? 5 91 E ' 1 ~ l ~ ,Q
. 1` r EN AR A TO 6 INCHES DEPTH. DATE \ , . , I~~ ~ 1 00 ~ , i ~ ~ ~
'i' C,I.~:L REMOVE ALL LODSE ROCK, ROOTS, AND OTHER OBSTRUCT10N5 LEA4ING 9 . I r _ CLE ~ ~ Comb ~ I r ~
SURFACE REASONABLY SMOOTH AND UNIFORM, AUG. 15 - NOV, 1 ~ ~ ~ f ~ ~ ~ ~ - , NOV. i - MAR,1 _ . , ~ 12 HDPE ~
AP ~5 PLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE MA,R. 1 -APR. i5 : , ; ree. ~ . ~ ; CLEARING Lll~l~ ~
f UNIFORMILY AND MIX WITH 501E (SEE BELOw~}, APR. i5 -JUN, 30 5~ ~ 1, . , r, ~ . ~ , ~,I ,
CONTINUE. TILLAGE UNlll A wfLL-PULVERIZED, FlRM, REASONABLY I ~`~-i Protection ~;'~rl ~=~~'j TO R~W ~ ~
e ! _ NIFORM SEEDBED IS PREPARED 4 TO fi INCHES DEEP. , ~ Silt
C ! ~ ' SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY W11H ~ ~ ! I ~ ~ T ~ - ~ : r;~;~ ~.f ~1 + 85.GI) , ~ 4
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. - ~ ~ , ; ' AUG. 15 NOVJ _ ^ , 'I ~ J
P R 0 ,v I TEC- 1 ,N MULCH IMM IAIELY AFTER SEEDING AND ANCHOR MULCH, NDV.1-MAR.1 9sD o ''o. 1 ~ 111 0 85,6D* ~ ! I (F; ,
INSPECT ALL SEEDED AREAS AND MAK , I O ~ ~ ~ ' E NECESSARY REPAIRS OR O ~ o ~ I j ~ , 1 1 ~ ; ~ Ly l~
RESEEDINGS W11HIN THE plAN11NG SEASON, 1F pOSSIDLE, IF STAND ~IODU) MAR, 1-JUNE ~ ; ; 9 ' BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGfNAL LIME, 0 SEDIMENT ! i
r.. . o~ ' FER11LI2ER AND SEEDING RATES, MAR, 15-JUNE 30 DASIN 3 ! 1
° : • ~ CONSULT CONSERVATION INSPECTOR ON MAINIEHANCE TREATMENT ANO t5-JUNE 30 w w --w-=---- " ~ w w ;Y wT-w +N ~y +Y w ~ ` 9 ' ' - ` l~p , ~I, . U, I
_ ~ a l~ FERITUZA110N AFTER PERMANENT GOVER 15 ESTABLISHED. _ - - - - - ' . ,A , 1
- - ss ~ 5s ss ss ~9 . 2~ ---ss ?g4 - ~ , CLEA G~ ~ H _
SS., . AGRICULTURAL LIMESTONE - 2 TONS ACRE FERTILIZER - 10-k0-10 ANAL S T - JUNE 1-SEPT. 1 , . , I,T•S YSI 800 1,000 LBS,/ACRE ~ CLE iNG r I
\ir o SUPERPH05PNATE - 500 LBS,~ACRE OF 20~ ANALYSIS SUPERPH05PHA11: LI STS I +
MULCH - 2 TONS (APAROK 80 BALES) SMALL GRAIN STRAW ACRE ~ ;?93 f' ' I0 ANCHOR - TACK 7TH LIQUID ASPHALT AT 400 GALLO S/ACRE OR 1, i v ,
EMULSIFED ASPHALT AT 300 GALLONS/ACRE 29,r ~ ~ \
~ LC t 285.6 O ~ I .j I ~
? 9 29? s', ~ r 285.6 SEEDING SCHEDULE ~ ?e ~ R3s.G ' . ~ F . ' ' - r~ POND 3 ~ o ~ , ,
PERMANENT SEEDING - 9t - Q.I, V I 1 S I . 85.80 t ~ ~ ~ ~ ~ ~ ll ~ ~ I ~ ~ I ~ ~ I
ET 29r ROTEC_TI.- . POND ~ ~ I
' CH . TYPE ~s4 SURFACI PUNTING RATE R O TI O - SURFACE EL = 293.5 ~ ~ ~ ; ~ ~ ~ , ;
AT TIME AT TIME OE SURVEY " r, I
r All FESCUE 200 LBS,/ACRE TALL FESCUE c o ° I ~ ~
AND ABRUZZI RYE (NURSE CROP) 200 LBS,/ACRE S HD TALI. FESCUE 25 LBS ACRE ° ` 1 _ I ~a, r 1 , I sj I~. ~ z I F t ~ I ~ ~ a
HULLED C01dMON BERMUDACRASS / ~ ~ ~ 6g Ii`dV EL 9. 200 LBS./ACRE 28g ti N 1" 1;~ ''L_,~~ ; ~ S
15 LBS,/ACRE m `
DIV R ~ OUTLE _ ~ , _ ~ E N : EERb~~ SEEDING 1 , Z I{ ,
OP S {i'1 T.: 0 2;11 ~ 1~ ~ 5 194 N DITCH ' INLET / j I.! ~ ~ ~
TAIL FESCUE 3 - 2~ 2D0 UTS ACRE ¢ ° ' ' ~ AND SERICEA LESPEOEZA UNHULLI:D, UNSCARlFIEO / ?g ";""."r I ~I:~''I + I N ,~'-1; ~ I l o '
( } 60 TO 70 LB5/AGRE D'I OTECTI ON ~ , ~ N - 3ALL FESGUE V S I O N ,A , 6 ~ 200 lB5 I N LE T ~ ?8 ~5. 4 k~ ANO CERICEA LESPEOE2A (UNHULLED, UNSCARIFIED) $O TO 0 LBS/ACRE I~'~' ~•I J W
AND ABRUZZI RYE 25 LD D f TC
TALL FESCUE S/ACRE P R O T E C ION 20 , o AND 5ERICEA LESPEDEZA {SCARIFED} 2D0 L65//ACRE o ~ v P~ ~ 40 TO 5D 1B5 ACR 0 ~ E SILT ~ I I~~ I ~ o 0 111IINI PEE $3 I -I- ~ I~ i Ul J N O
IYEEPING lOVEGRASS I E ti ' . ~ 1pLg5//ACgg~~ ~a `~s ~E f AND SCRICEA I~SPEOEZA (SCARIFIED} 40 T6 50 LBS ACRE
_f , HULLED COMIdON BERMUDAGRASS y . _ 3 Y~..~ y _ ~W. w w W w, W w . w W • AN 15 LBS ACRE g . D SERICEA LESpED£ZA SCARIFIED ~ ~~I•N O ~ r FENCE i `~~i ' w ~ ~ U I
( } 9D TO ~D IBS ACRE _ a / - - ~ S • - • ss. ~ss - s ~ - ss s5 ~ ~ - - ss ss s ss - ss ss ° OUTLET ! , L~! I , ` ,~II~hI~Ilfl,r,,, ° o z ~
1E6rp nrnr DIN. 9 I I f i ~ f` , WC72~
; TAIL FESCUE 200 LBS ACRE ~ ~ . AND BROWNTOp ~MILI:Ei ~ NURSf CROP 35 LBS ACRE ~ ~ ~ , r~ e oZC7~ ' I I ~ ti
T OR SORGHUM-SUDAN NY~ ~ RI65 {NUBS CROP) 3D t8S/ACRE - I . <t~W~ f
' CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ~ P I':O 31 teal
ADDmONAL INFORLUQION CONCERNING OTHER ALIERNATNES FOR VEGEFAl10N 282 2 g ,I ° OF pENUOED AREAS, THE A90VE VEGEFATION RATES-ARE THOSE IYHICH DO S a I : ~ ~ . I{ y~ m i I { !N ~Z ~
S; .t UNDER LOCAL COND?T16NS; OTHER SEEDING RAZE COMBINATIONS ARE POSSIB~ ' SILT ~ ,
, ~ ~ 0 ASPHALT', WAL G F NURSE CROP PORARY -RESEED ACCORDING TO OPTIMUM SFh50N FOR DESIREb ~ ~ C PERMANENF GEfA1TON. DO NOT Allow TEMPORARY COVER TO GROVE OVER 12" ~ / ' ~ I LIB G PA ~ r ~ i E~~...
' IN HEIGHT BEFORE MOWING, OTHERVRSE FESWE 1dAY BE SHADED OUi, ' FENCE ' W:T T H' ~ ' GRAVE L ~ S UL ~ 281 ~ I SILT ..Combo ~ : ~ ,CLEARING LIMITS e-,,. ~ . S ~ U L D E R S ~ ! ~ ~ ~ ! TO R W '"~'~~r~~~~~~1~~~', oa I]RAWN.
~ , CLEARIN ~ ree i i ; i GMM
ENG SILT UB/I] . , U T
FENCE : , LIMITS ~ Protectio ! ;f ~ ER®SION C®~TRDL LEGEND ~H~~KGMM ~I
m~~ - ~ . FACILITIES; INCLUDING°SlDEWALf(5 AND'FIAIJDICAP APPROVED m m' ~ 9 m'cr m q ® ca i c~ ~ I I , 1~~$ 0 CLEARING LIMITS
- ~ ~ I ~ RAMPS ARE TO`BE CONSTRUCTED ON ALL STREETS ~ Q ~ i! AS SPECIFIED BY CITY CODE. 11~E5E FAC1LlT1E5 STREETS C ~ I ~ ! GMM !11E5 Fe ~.C e ' ° I , . ; ~ ' COMBO SILT a TREE PROTECTION FENCE START DATE
w I HAVE BEEN APPROVED BY THE .CITY OF RALEIGH GRAPHIC CAL z ' ! ' ANO SHALL BE SO INSTALLEO`U ' E ~ NLESS A CHANGE `SIGH ! j ~ I : I ~ 51LT FENCE EANGE
IS AUTHORIZED` BE WRI1?EN APPROVAL. PUBLIC ~ r' O ~ SANITARY SEWER EA5EM TS { SILT E ARE TO BE RECORDED ~1 I ~ I .
60 p 3p pp 120 2A0 U ILT ~ ~ PRIOR TO FINAL A TA F- I ~ ~ CCEP ~CE, ECORDED I ' I ~ DIVERSION DITCH J{7B CODE ~ ~ ~ '
¢ ~ ~ j FENCE cv 1 J ~ FENCE RR'' ~ ~ TRANSPORTATION SERVIC N~~ 'V TREE PROTECTION PENCE
j! OUTLET //,r~ , r~ Q i i SEDIMENT BdSIN DRAB NG
( TN r11GT 0 U TLE T ~ PUBLIC UTILITIES ) , ~ [V
1 inch = 80 ft. ~ CONSERVATION ENGINEER ~ {Sr
1 1. L ~ I M LL INLET PROTECTION ~ Q
PLANNING
i SILT FENCE OUTLET

~ ~ r ~ \
I \ \ No , u I U J
J
MINI caRNER C ~ ANCE f~R . \ ~ N ~ a~ a~
FROM ~ 8 LlN~' 1 ' \ C, > U ~ fn ~ 'v= X
INTERSEC 1 G STR~ ,SHALL ~ \ \ 0 d ~ Q.. = Q ~ v
BE A T LEAS 0 f~~7 THE \
Pa1NT aF TAN E~! - ~ f~Nrn
~ ' ' A, . ~ , OJ ~Nl.f) O I I
II ,1 r ~ .S r` ~
Ir E A r I ~
~I, \ r ~ p ~ \ \ ~ ~'rv 0.P SOfl85 r ll - ~L~ _ , AGED OPEN ~m~~
C ~ 6 r r
1 - - - - - v
I ~s ~ ~~•.Q'; ~.A m AV~AV. I a ~ ~
I III vsrrmrt d b ~ ~ ~ i
ll 4 A f I - r3 '4p MANAGED GPEN U ~ ~ f~'
r Ir , P OPEN SPAC _ _ _ - r <p~~':. \ A r I r LOT 8511 r- . _ . - - - _ , . ,qR ,3dSp~ ' \
Il r AREA = .248 A ; : _ ~ 8q: `8.. =y ti, I1f SPACE = 01750 ACE TGWNNGME ` ~
I = I RANDS IRE WAY PUBLIC ,11 r r I ~ r 1, ~ ~ o I 26' /8`45' /w ~ a \91 \
Il r - . h rn r°1i ~ 01 I ro ~ m 1° ~ rn ~ a^~ ?SS r \ I 1 ~ M xt o~ ! Kl M ~ Rl ~ \ ~ MANAGED GPEN j I i
"7 7 \ fl ~ ~ SPACE = 4E04 ACI ~ 1 ~ll~
1 f I f ~ ~ \ 2SG \ ~ ^
1 III I OPEN SPACE.' S m~ ? COT; X512 . • ` 378 385 4 \ h 6j mr . ~ . --~-_.._'_._-i Il 'AREA =1.996..AC ~ 379 ?0 ^h\/ ; , ~ _ ~ . , ~ ~ II V ELF- SDB.A6 75' RCP M A N A G D G P E N 1
>,y~~ ~~,s z T-n -w~Y SPAC = 81914 ACI ' 1 ~ ~
r II r - I r ,r~~ so, aa, ,p, / . EU7URE;RECREATIOM~ • I I r 'S
III ; mr ~ yN ~ 268 ? r OPEN SPACE ~ ' ~5oios . I ao ary M LOT'~5a8, r II 'h ,5g'h ary I / ~ > AREA ~=~'1 86 AC • / f
I I , ti ~ inv:~, nW EL ~ ~-'~(Of~ ~ ` Jac l
I! , , . o y J~ ~ ~ ~ p( 426 ~~?Sg , / ~ ~ ~ , , ~ 7 ~n ~ •.Aes ~ II _ 37 \ G R Q h ~N '"E~.~' P RTY BUN ARY ! j ~ 1 ~ W ~ ~ , <Il,~'~~ I C. }
! ~ G ~ ~ 81F I r~l ~ A q ~ 1 ' 1 V /
I ~ : I ! f ~ 482 ~ . P o ~ 424 /ti ti:. : , ' n tl:v ~ I
I I 64 d oil o w ~ 261 ~
1(. ` y r ~ .I D!V El a 301.Y9 ~ I
~ a 0 1
- ; t 2r - ;
E ; D 465 ~ w:. , , . \ ` • O ~ ' r r ~ w w ~ y 1 ' ~ ` :;.''bob' ~ c` i
~ ~ ~ h66 ~ : / ~ ~ w ~ 1 322 . r3 X63 ` ~ ~ ' ~ ` AR OWNHOME l0T ~ 5i9 , ~ '~is RCP ~ ~ ~ ~ , _J
A ~ / ~ , \ ~ , f, AREA=5,785 ACRES " " a . "am\ ~ mv'EL aoo q ~ ~ ~ ~ ` 253 ~ . ~ ~ ~ 0 1 ~ ` ~ ~ Q..
+ ss roj`r.~ ~ \ ~ ~ . a~narr~ar \ 0 gs~ t 3r? 2 \ o ` \ INVA=297'3 D~ ~ ~ `(I \ l a~ ~ ~ '~~4`
/ ~S w 32 64 , F w w ~ 367 3 N \1{I m n KJ M) y. r~ " ® I • ~ ,~{1J4' A LT,~/b~lA#.K~I~~tnil *PATH ~ ~ 1 IN +(V.. N N ry / \l~ ~i / ® W,m'~ G ~.YGY .liWY1.Y~ ~ W
I~ / 1D' RCP ~ O
f ramnrc 68 `sil N W ~ 11 2sS / ~ \ ~ a f l/ a / l r ' IB RCD IHV EL - 2950 r ~ F. U, :IHV EL 297.2 / ~ ~ e. ® r 1 _
I 46 46 Sj / 2 a n7vEL=zm.s2 i. ~ / ~~u^'n ~ ~ ~ OAEN SPACE I 1
I ~ ~ , ~ ~ ~ 15.795 A 4~O 46 380 N X ~ / 82 1 - - . , . _ . r ~ LOT X507 ~ 12' noPE ~ LLI o
I~ ' r ps1 ~ r a , r w w rn Soy ¢ ^ 42 ^ - 31' ' AfiEAr,338' ~d• ~ I ~ w N v n~ h0 67 f - 31' . P IC-- ~Z4 ® AREA 9 265 ACR I!N EL - waol ~ ~ ~ o ~ i
@~=• w. > p m ` s 4y S 3Sy ~ w m ' ~ / O~ a a I Iw i`a o ^ a m
,t d• 8 ,war ~ ~
i 3 I ~ ~ / 79 ~ i
- ~8 ~ v ' ~ EDGE 9/ AAtAI ~ E m /g~ + uulmrfuet ~ ~ t _ ~ N y`Dj rn f ~ '~l ~ !'t6sE1tWT ~ 1 ~,~J
c~ I .r , ~a, y. 4 / 3 / 0 h O , r ~ m w m ~ m m m m 1 --2 I
i ~ V E pR. ' U8. ~ 44~ S6 e 23 ~ o s i 7B ~ I I U E45N ¢ ~r 4 cr j . 't ' f ~ . y, t.A 36~6r ~ R .r •'~=/v PEN:. SPACE Wp B[R , WAY PUBLIC WAY PIfBIIC _ I tY ~ If
, ~ ~ u~ ~ r, ~ ~ ~ 495 44 36S ~ ~ OT;1y513 0 I ~ v ~ ~ ~ a• ~ < / 6 3gS AREA.`-: 3.79f'. ~ % ~ _ - - 'r _ v. - - - BIR I]R WA PUB . I---.-. _ ~ I r
_ 496 364 ~0? ' / ' 77 . 1 QR C - LI { xa~ I
war 446 336 ~ a 11 1 ~ ,
r LOT 5iT . `J a ~ , ~ 9 36 ' ~p W ~ ~l I I m < 3 8 E ~ / 444 3 / ! / Na 7 ° m m m 33> a, ~ s y~ ~ N I I; w a m m m m rn m m m ~ y' Ri (lg1.j PROPERTY d Q Co .,1 m N i` W N ~ 117 C 7 1
^'i \ r3 ~ S q a+ p w #9 I 44 3S o0 I 1 SIDFRM{DEAD 299s ' t AF. TII1E CfI SUPV(Y ` f '.a,u: ~ ~ 1
r 9 3 2 I 33 ~ 1 ~ B IIDDf 6 ro `sl7an 7QD ~ ~ ~
u ~ $ ~ ~ ~ I '~i9 ~ ~ 4 361 I ~ ?99 t~j N J ~ 1 I r
I 42 33y > $ r ~ N C So ~ ro I~°" ~ ~ ; ~ ~ ~ ~ i ~ 0 6 n N ~ v~ e7 n ~ a ~ ~ PE ~ i 1/~I(~I RV x.25 ~ L1J
3, i pAj t) 34 ~ : , ' 298 / ? J9 a O~ l 0 1~ ~ a;! 7 I . ~
A / w Y- aLtc S~ 'h 341 : ?y / 2, „ -
--1 _ _ „ .
~ I A - so R~ :i ?y ~ I,' , 19 3 y 6 ~ / s 1 , ~
N l \ ~ ~ ~8Q ' N ' x~ i Y . . _ E N p ~ I 438 4~ 2y ! / 23 ~ ~ w m a~w f , ~ 8 ; 0' AI.T,YIALKING'1?A'~I I i r w ~ ~fN URAVEL St~II~RS
Y I 6a` V 2 ~ ~i~lA
O I acv ~ ~Q,v 8r db, f 2a H ~ ! h A3 W w ~ ru~~' ~ . 1 7 ~t
U ~ v a N 294Q/ l I ?
R 4 m ~ 2' 82 / ?4 EN S ACE T 3 ~ I ~ I .7
J 29 I I ` EA= 1.275 AC. ~J , 3 ~{Q \ \ 1
M V~ \ . J 2 3 4 S 4~ M
~ 9? 2 A I m' an N 8q ~
I + I ~ ~ GPEN z
A qq a~ ~ ~ ?$s 1 ~ S 1E275 A I ~ ~
I I ! ~ ~ ~ 2y I OPEN SpAC _ I yea, Q / 286 32 ` . L07 X546 r s UN ~
+Fj , ~ ~ AREA= 2.0
I I 'OPEN SPACE.'; ~ ' EOT. 5i¢ .i 28 I SPAC = OE351 A I d
1: ~ , AREA .3.432`ACRES ~ 9 28> 31
III ry ~ L>1. a ~ ~ -
1 h \ 7 88 ~
I I fU z 0
! I ~ f,.: / 97 A CE SPA U 1I'~ 7
III ~
~ 4/ I 1 spa; l ! ~
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ICI pA PEN SPAGE SUARY j a
~ GRAPHIC II ~ GRAPHIC SC LE I ~ w ~
I1 ~ ~ sao ~ p
I'I l
Il - 0 UN NAGE OPEN PACE AREA W ~ N
I;I r IN F OFFSITE SANITARY SEWER OUTFACE ~
I I OPE BEING DESIGNED AS JOINT VENTURE I mch I in h ~ 150) ft. 4. Ac./~ 37,303 SF ° ~ z
I I BETWEEN DEVELOPER AND CITY OF
l;l r RALEIGH, DESIGN REVIEW IS UNDERWAY NOTES: OzW~
I I OFFSITE SANITARY SEWER OUTFACE i. Minimum corner clears ce from curb line of interse ting streets j I I BEING DESIGNED AS JOINT VENTURE shall be at least 20 ft fr m point of tangency of the curb. No
~ , I BETWEEN DT=VECOPER AND CITY OF driveways shall encroach n this minimum corner clew nce. SAN GED PEN SP GE AREA ~ d Q
RALEIGH. ?E$IGN REVIEW IS UNDERWAY. 2. All public streets show on these plans sha11 have he fuli width of UTILITY INSTALLATION AND ~TION AND NER UBLIC ~ ~ ~ ~
II 0 the right-of--way cleared and graded within 50 feet o all street FACILfTfES, INCLUDING ID AI JDING ID ALKS A HANDICAP ~q ~i w m ~ BE COI UCTED ON ALL STREETS = 23.4 AC.I1 ~ 19>)`7~4 F ~ ~p
I ~ intersections. The full vii th of right-of-way shall be cleared and RAMPS ARE TO BE C01 UC I ~ ~ graded along Oltl M14urni Buffaiae and Forestville Ro ds. AS SPECIFIED BY CITY ODE, CITY ODE, THE5E FACILITIES ~ aO
3. f'or the ro osed acce s oints on Buffaloe Road a d Forestviile HAVE BEEN APPROVED BY Tla I PP p 'ROVED BY TIME CITY DRAWN
~ Rod h wner vela a 's re nsi le for an contl is with existin AND SHALL BE SO INSTALLED ~ a, t e o /de p i spo h y 9 IS AUTHORISED BE WRITTEN A SO INSTALLED UNLE S A CHANGE BE WRITTEN APPRO AL. PUBLIC TC1 NHC~~ ANAG D ®PEN GMM
ar proposed utilifles, drain ge devices, fire hydranfs, u iiity poles, SANITARY SEWER EASEMENTS I I ~~N17 GENERAL NOTES street !i hts, cotch basins or similar ob'ects within 23 feet of ~ EASEMENTS ARE TO BE RECORDED HECKED
• • • • 9 I PRIOR TO FINAL ACCEPTANCE ~ ~ ~ driveway centerline. Cons ruction drawings will show a inset showing ACCEPTANCE. GMM
1. SEE SHEET SD-1, 2, 8c 3 FOR STORM DRAINAGE SCHEDULE. all dimensions and other i Formation re uired for cons ction. The I / ~
~ • 2. ALL SANITARY SEWER MAINS S ALL BE PVC (SDR 35) contractor w71 correct an errors or omissions uncover d in the field. TRANSPORTATION SERVICES 4. The WC access ramps will be provided m accordance with the SERVICES I~ SPA E A E - 4. 4 G/ 17~, 324. S Apps°`~° GMM ~ START DATA
N • • • • • • • • UNLESS OTHERWISE SHOWN. Raleigh Engineering Standard Drawin STD~20.ti. Where sidewalk is not g PUBLIC UTILITIES
~ • ~ ~ ~ • ~ 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. re uired alon the Public ROW, curb is to be depressed at all ramp Q 9
' ~ ' ' ~ ~ • • 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED locations shown an STD #24.ii. /f~,,, AREA IN POPGSED RIGHT-OF-SAY ~°BC°~~
5. Private Street Inspection Statement -The construction inspeation CONSERVATION ENGINEER, , , • , , , . . IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND of private streets within cluster units, condominiums, townhouse :NGINEER~ 6 1~1~~ \~~ti~f~l +nrl
' zaNE A AND SPECIFICATIONS AND NC DOT STANDARDS AND developments and mobile homo parks submitted for City approval is t• ~ ,3 0~ = 2~ .94 Ac./956,060 SF ~ ' ' • DRAINING
the res onsibilit of the owner develo er. Ca ies of certified PLANNING ~ AND SPECIFICATIONS WHERE APPLICABLE. P Y / p p 7 • No.
• ~ ~ • 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, inspection reports involving subgrade/ aggregate base, proofrolls, • • • • • • • • ~ • • ~ , • • • , • aggregate base and asphalt densities and thickness, and other AL
• • FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ertinent information must be submit#ed to the Cit's En ineerin
a, P Y 9 9 ' • • . OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE Inspections Manager at PO Box 590, Raleigh, NC 27602 Or faxed fa
~~~afMG`~~,\~
a , . . / CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT 7RlANGOE, [phone]. -Contact Larry Anderson at [phone] to obtain details of the above requirements,

~ IN=306.50 CB36 INV INV EL = 308.46
_ bUT 306.40 CB35 \ 1 \ pBL CB85 15 RCP GN A NO S U
I MP y\ ` ~ \ TOC=313.86 I _ ~ NV EL - 309, 5 r / ~ " • ~ ~(,~1`fd~T=300.00 CB85
Aq N 1.5EE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. J 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) ~ u,
• ~ -s ~fNr P ~ „ ~ 15 RC i p '-'~i~•' ' INV EL = 309.16
_ F ND u • T ~ ~ , A ~ ~ V UNLESS OTHERWISE SHOWN. u~ tD ~ € ~/v I 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. Uj c t~ x
C83 0 - 01.84 INV ~ ~ C3 A OUT= 74 CB34A - G _ ~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ a ° ~ O
. 1' IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ z ~ r ~
SIDE LK 20 PRIVATE ~ • . ~ ~ ~ 15 RCP INV Imo,, ~ eo e~snNC INV EL = 15" RCP AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ r,. N JL AND SPECIFICATIONS WHERE APALICABLE. ~ ~ y'N N cD
• 3D . DRAINAGE pa s.. EASEMENT • o • ~ -r~.., Nr ~INV EL = 308.00 "lf 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ©J ~ v ~
~ ~ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ ~ z ~ ~
0,96 A ~ T01=3(}0.75 .1. em. OBJECT BETWEEN 2 FEET AND 8 FEETIN HEIGHT ABOVE THE d °1 ro ~ ~ 15» RCP CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. I
=296 ~C5 . INV IN_296. 8 ` \ INV EL = 3x7.24 ~j ~ ~
FICP ~ ~ 1N=29 .00 ,3 - YI21B INV IN-297, 1A ~ .N .
DEPRESS N . INLrfOUT 95,90 341 T01=304.25 i INV OUT=296.65 YI21 0 ' ri • ~ ..~4~` Mp INV OUT=297,97 YI21B RiM-305.0 ~ 1 CB33 ~ ~ ti.. .1_., . NOTE: ~ ~ ~
~ , TOC 2 - _ FL OUT=295.25 {MH-P1) ~ ' ~ , , ' • r ~ IN IN= 4 M!NlMUM CORNER CLEARANCE ~W
• ' , ~ n - ~ I OUT=2 5.0 v 1121 A ~ . ~ ~ ~ ~ o~ FROM CURB LINE OF ~
; ~ T01=304.25 ~ ° • B31 T = 9.17 ~ MH- ~ N IN-297.50_YI21& - ~ ~ ; ~ ~
lNV 9.9 C iL I ° 98.85 ti S ,j INV QUT=297,40 YI21A / ..,r~ 1~ • .o INTERSECTING STREETS SHALL ~
INV 289 FL =292 2 ( - RSC.p ~ ~ " ~ Q ) 1 ~ ` BE AT LEAST 20' FROM THE
~ c,, og cB~s~a~a.~ POINT DF TANGENCY.
' 4 ° ~ ~ RCA 1, 1 ~ -N~,auT ~ ~ : o
1Y ` ~ RCP ~ 257 {M ~03) y , r „ .,1 ~ 1 N ~ . HC ' 1
.s r h . . y,, \ 5 , _ AM ,.`i.. P NOTES: ~ 1. Minimum corner clearance from curb line of
3 OC 96. s3,~ I H-0 , OB 297 DBL. (A IN= B •6g W • ' C7
! 2 .1 31 RAMP 4UT 2928 32 IN= • 8 {M,. S LWA Er _ \ Ri~1-304 tp ~ • , ~ ~ o - V ~ N- 16 MH- ~ ~ : a~~.,`.~0.1. intersecting streets shall be at least 20 ft firom point sal of tangency of the curb. Na driveways shall encroach
= 4. ' 1 m ~a • rb......: ' ~ IN=29 .08• / / 9" F - ti , =2' 4.14 3 EW I( L UT- f.88 {M / ~ ~j ~79 • 2`p OU 66 ,1 V • y, , • r~ ; ~ g on this minimum corner clearance.
~A 1 • •S)~ ~ / C' 308.00 T C=298,4 v ~ ° IN N= CB82 ~ ~ ; 3L0 t~- " 2, All public streets Shawn on these plans shall have
'I B . ty C 83 ?4 , 'I ' ~ . ~~0 .6.2; C~'77A ~ O~Oq; the full width of the right-of-way cleared and graded
~ INV IN- `2.~C g :i RCp: within 50 feet of all street intersections. The full width
8 ?g ~(y~ ~O !N= 9 .50 B39 INV Sr.1~ INV -296, Y! ~ f ~ 1 . "J ~ 8g ~7 s" _ % < ~ v our 2s a5 BS o -y-.. I v oUT= D2,52 C 78 d° CB78A TOC= 06.78 of right-of-way shall be cleared and graded along Old V I cP , ~ o ~ INV OUT=302.78 CB78 Milburnie, Buffaloe and Forestville Roads.
Cp _ 2.00 B38 y wb B8 g _ • V ,ci ~ ~ ; 24 RCP ~ ~V J ~ EPRES ~oN v~ 3. For the proposed access points on Buffaloe Road and -
~ 5' ®Cs _ OC 05 00 ; 7 CB76 d =3 .87 0 ~ - - q / S V K ~ ~ ' , INV I . 0 C 83 3• • 1NV IN=3 ,9 CB76 d =3 .87 -J ~ t +f~.~2' ,~',1•~ ti. Forestville Road, the owner/developer is responsible for INV IN=3 ,9 0877 TOC 30 ; ' any conflicts with existing or proposed utilities, drainage
SIDEWALI ~ v 3 ~ 2 9B „ ' / ~ IN UT=2 .1 6B ~ INV T= 01. 6 INV T= 01.6 ENV IN=3 2.25 CB 8, devices, #ire hydrants, utility poles, street lights, catch
' INV I C `A / Qi~ C 6 ~ • . R ~ ~o C 6 N~655o~, ~ ~ IN'r~~(OU.,. 2,15 877. basins or similar objects within 23-feet of driveway
~ Q~ _ ~fl RAMP centerline. Construction drawings will show an inset " - d W . ~ showing all dimensions and other information required ~ Q L.1_I
r ~ 1• 6 I 4 D P . , • ~ ~ RCA 1 'tiy ~ ~ `w for construction. The contractor will correct any errors „J
, . , AMP x ~ ~ ~ ~ F ° . ~ h ~ , or omissions uncovered in the field. ~ ~
' ICJ co _ - • ~ ~ . . ~ Ri -29 .2T ~ 4. The WC access ramps will be provided in accordance r n V-- 5o y1' ~pho~~ with the Raleigh Engineering Standard Drawing V 1 ~ Q ~
CB29 TOCy295.78 INV IN=285,2 ~ T - .30 IN-28 - 1) , . 5TD#20.11. Where sidewalk is not required along the Q ~
• INV IN=28,11 C 0 - - 1NV l =2 B3 f -0 ~ ~ . ' . INV OUT=28 . 5 YI12 - ~ " 1 - OC-30 ,7 VOUT=28301. ~ INV =291.8 'CB ~ FL 9. (MH-M ; , ~ ' , ~ 07: - 4. R P.~ ® ~ 4 ~ ` ~ Public ROW, curb is to be depressed at all romp Z
, o 's; '1, . T=290. C 7 a~ ~ - IN 293,94 B OU =302.17 MH- 2 RIM 296.00 FL YI13 7 = 5 ~o . 1 MH-M UT=29 Ny.bU; B ( ' j 0T. ry•~~ locations shown on ST'D #20.11. W Q a- 7 (MH- / ry\;~o 5. Private Street Inspection Statement -The _
o b y W -K2 IN 86,10 Yi ' ~ , . ~iM= 4,~ . o ~ 8,13 {MH ) ;t ~ ~ ~ C 75
INV =28fi.00 3 r3 „ ;~2 ;9 {MH-M2) ~ ~ TOC- CB,75 ~ ~ ~RfD p\ construction inspection of private streets within cluster ~ Q ~ TOC`-~ RA ' Ak Wq ~ units, condominiums, townhouse developments and W Z W
y - . INV OUT= 1.62 , U =286.79 I r _ _ , VIN=301. 6 a=3oi~t2 ' 6 / r`p mobile home parks submitted for City approval is the
. CB21 .F: ~ IN N=293.10 CB~B 0~ ° ~ ~ SING E' H ~ A ,INV OU =292.60 CB?S RCp RAC ~ TOC~ 1=293.10 CB~B Q `t . ' responsibility of the owner/developer. Copies of ~ ~ ~ =292.60 0975 C674 4 ~ c~~ 1 r . certified inspection reports involving subgrade/ L.L..
0 CB28 T 9 : ~ ti \ ~ - ~ YI C=295, _ TOC-307:19 ~ ~ ~f P 1 IV E ~ aggregate base, proofrolls, aggregate base and asphalt ~ = Z ~
ASEM NT NV IN=292,4 NV IN=262.42 C675 densities and thickness,. and other pertinent information ~
must be submitted to the City's Engineering Inspections Q ___1 Manager at PO Box 590, Raleigh, NC 27602 or faxed to
(919) 831-fi339, Contact Larry Anderson at (919) ~ ~ Q,_.
831-fi$10 to obtain details of the above requirements.
PRIVATE
I Sorer Collection/Extansion System
, ~ ~ i ~ I , • Tha City of Raleigh consents to the cannecllan and exlanslan of the City's public senor system os shorn on i ~ this plan. The material and constructions methods used for this pro]ect shall contain to the City's Pubic
~ ~ i ~ i j z0 ° UUGtiee Handbooks' atandaMa and specificotiens:
r I i I f t ~ ~A, U ~ city of Raleigh r 6 w ~ Public Utlit;oe Department Permit Fj
! I i , _i_ I_...... Z.__ ~ ~ ConsWat'ronApproval ~ ~ Date
HIGH POINTiEIf=V = 309.40 ! HIGH POINT!STA = 9+32,40
i , PN STA' = 9+05.37 I ~ PRIVATE
. , ~ PV! ELEU = 309.96 , f , ~j ~ Water p!a}n'twUon/Extension System ~ The Qly of Raleigh consents io the connection and extension of the City's public rgter system as shaven on
. , a f - I ~ A,p, _ -4.39 4 , this plan. The materwl and wnstrucGans methods used for This project shall conform to the City's Public e ec 7
z. _ . . _ F - 28.47 o - . N J bliss tlaidboola standards and p ifiaotwmx C~1lytClURalaigh ~V
~ `x I 125.00' VC v~ w ~ ; + „pj' bll ilii(aa peporlment Permit ~ ~ p ~ i
a ~ I p ~ i ~ i ~ i ~ ro ~ ~ !I II Canstrvction Approval > ~
~ z I ~ i i r~ o ^ ~ i ~ ~ ~i N o a ~ ~ ~ w Date + m rn
~ I ~ ~ ! rn 3`; ~ ~ ° I ! , , w i ~ rn , a~
M ~ ~ w ' w-
LOW P()INT ELEV= 296.3 ' ~ wl j m ~ i o LOW POINT STA = 4}43.66 i ~ W~ i i - i
o ~ PN`.STA - 4+66,72 + ~ I ; -h2 q
N .EXISTING ~ I ` + P19 ELEV = 296.17 ~ ~ i PUBLIC 1` ~ ~+~~,~,~~,~r~0!~ Senor CollacUon/Extension System
II ~ CENTERLINE ~A.D. = 3.89 ' w d; ~ , II ~ ~ ~ GRADE I ! I i T1E INTO 8n IrJA1ERl.lrlli Tha City of Ralafgh consents to the connection and extension at the CRy's publ'ro sewer system as shoran on
' i iK=1926 i _ i_ ~E TREII.IS this plan, Tha malarial and conslrucliora methods Used far this project shall eonidnn fo the City's Public UtiGtiea Handbooks' standards and epecirications:
In 75.00' VC ~ ~ i O City of Raleigh Public Uh'lilies Deportment Permit ~
Conslroction Approval
' N o ~ T1:MPORARY 3•~A`9 _ ' PROP05ED ~ ~ O1 BLOP!^0~' ~ ~ i
CENTERLINE N ~ AS~lr#BLY ~ ~ A' ORA + ; w . OE .r c~ ~ , i i " ®1.49% g PVCi _ ~e PUBLIC ~
o ' ® t.~9~.'"""""'"'~ ~ Ykter Disinbetkn ,.rr' ~ I ~ ~ /Exlenslon System O
I m ~ j i ; 334.96 LF• of ~ ~ r Tha City of Roktigh consents to the connection and extension al the Cttys pubrro water system as shorn on r+j t` this plan. The malaria! and constroclbns mathoda used for this project shall conform to the City's Public
TO T2" ~Al}Al1NE ~ ~ -0 75;e ~ - _ ' : ! ~ ~ , ,ro Utlillas Handbooks' standards and apeclikallons: ~
05E N1ll DRIVE, _ _ I M I n~r°-, City of Raleigh ~ ~ ~~'s } t; ll Public UkNltks Departmenk Pemni
I -----;~.r~. ppr°i~ i I • • II O ComUucUan Approval a
i I . ~ 1 4bt O ~rnaC~' Data U N
0 ~ I-- t~
O I ®2,0 ° 59.20 LF. „ QVC ~ E ~ ~ o
~ I s I ' O. 8 I I 24 CIR, ~ ~ 333.71 C 0 . ~ ! ~ ~ I ~ ~ tU ` UTILITY INSTALLATIONS AND OTHER PUBLIC Uj N ~
F, ~ 3% 8 PV 8 PUC I ®1.6 ~ FACILITIES INCLUDING SIDEWALKS AND HANDICAP W Q7
®101%~""'.;-~..,,.., .061-F•` ~ N o i ^o ~ -,o ~ 1 ~ 8. oa I I RAMPS ASE TO BE CONSTRUCTED ON ALL STREETS ~ OZ U i n A5 SPEC(FlED BY CITY CODE. THESE FACIL111ES
- - PVC ~ , o o I xz ~;z~ ~ ; _ _ _ _ _ _ I J ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH Q ~ Z 00 ``,J1I AND SHALL BE SO INSTALLED UNLESS A CHANGE W U h7
I U7: Nom: i i f d. w N~ , h ~v ~ ~A'u~ N i i ~ 4f to 00 ~ ~ h r'1 I ~ ~ I I . IS AUTHORfZED BE WRITTEN APPROVAL PUBLIC W Z = ~ SANITARY SEWER EASEMENT'S ARE TO BE RECORDED I
,.j AON ~ i ~tD (VNOf N.:NONi ND~rn ~ PRIOR TO FlNAL ACCEPTANCE. d ~
.-'I'aOO FI~• - ~ i ~ i ~h.}.'. •NN~ 'd'~~~i ttW, d:NN I zo~~ ~ i ~ ~ Odj~ 11 II I'" NAM II ~ M ~M 11 h I ~ 1RANSPORTAlION SER ~ •C I~' O ~ ~ W
ZN~ ~ ' .--..N I I ~~~Z~ Ol a II ~O bd II ?O ~ xF- JJ~ J ~U'i 0.'4. 2F-~ SV-~,,,7 ~ _ . ~.._z0 I... . ' ~V)ce 4. 4. ~V1~4.~ Ill ~i ll. to a ~7 Lt_ L- Q _ I PUBLIC U1ILITIES ~ ~ ~ ~ N ~
1 I .
• O ~ i i i i ~ rJ~ ~ m co i CONSERVATION ENGINEER A r ,J ~
' ~ ~ ^hMM01 ~ I ~ ! lb , ,ry'NOi Ci~ ~ , ~ . !V ~ V ~ PLANNING
I _ N •W00 ~ i ~ , I .O ~ I , NN , i i 61 h i Nt I ~vN II 11 , , , I; DRAWN
I I a Ilzz~ i { ~ ~ - ~ ' GMM
_ ' _ •I• _ _ - - V~ ~ ~ CHECKED GRAPHIC SCALES
. ~ ! ~ I I '
i ! ~ I ~ i i 5 ~J o ~ O O APPROVED M
i ~ i I GMM 5'PART DATE
I ~il onrrler rr.~l~ ~ ~ I PLAN VIEW ! JoB CODE
i 275.00
. ~0 25 0 ~o ~ oo ~ ,,tttl~ llrr, ; • ~ .a ,
'd N h O N ~F an'm nN COI nu] M.- Nh n~ ~O a~ m.t rN mh •r r7 nM n0 a0 in N ~ a0 00 a0i X07 o m xd O° v e ~N m O~ o~ oOhi °Qhi c°'v ahl Qi rv ~ ~ o ari ovi W o~ am mp Oi o00 ~ Soy
n~ riN nN nN nN 1°N N N ~N mN ~ry NN n0 nP n0 .•,d nC] ~O n0 n0 n0 t7 M'1 M M M M N7 17 F7 o M;a ~ ~ ~ ~ .y A 9~ _ DRAWING ~ r7 I~, PROFILE (HORIZQNTAL} = ~ ,
No.
~ 2 5 0 5 rr6
I 1 ~ }I I
i~ PROFILE (VERTICAL)
S °1

' V 1Ny Ny 1N- '.32 c~ r. t i
IN, o r ~ .
• ~ ~ oo 1N' 8 32 11,571.E 1 - J 6 - ' 1 A y 92 ~ _ ~ ~ ~ ~rD/ U
r (r r pgL. p01 R8 q 15" _ ,r h rr vF;• ~ . NPM .p t G"2g8. CP ~f ~--">f /~h. ~h - ~
W D ~ -p. ~ j S d ~ ~ a
~ a ~ U n ~
_ ~ 297 a, - ~ , \ . R1 , 8g, ,.p .r-"'~
09 31 -A ~ 96 ~ IN-2 GD3 , 1 ~ 4 - 11'~ I -2 1 -P 2 C 1 ~N` NV h, A 9. I 3 ~ ~ ~ fly g A !'"fOG-~ , 3 6 I ~ d _ rn~ '~`'3 53 y ~,~g~~i~ 1~ ;p I ~ lNV 1 ` .2 ~ ~1~ _a x ~
INV 1A V 1 1 fl- - - IN .INV Ou ~ ••1a G \ f~N'~' -N,2} ~ V T- g~p p `~i ~ IN j.2g1, INy . '1~' U ~c ~ r N rn D _1Ny t- y ~ 1'S ;3 ~ ~ ~ f ; ..1 ~ ~ N N t0
INV ° ' r 2; © ~ cam, ,3° NyV,.7~ , (,h~N f 1 , p 1N } Clh 1.0 ~ i 0 ~ ~ I ~ o
® _ ~ 0 o -2 4` e I 0.6 ~ , 4 INV 1' a2 1~ ~ w C-n \ i' . 5' WLK S~ 0 ~ (0 ~Z r cfl SIDC ~ ~ ~ Q a, m N r
• ~ ~ \ ~ ~ o ~ RCP' ; ' INV ~2g0 C ~ ~ ou
r ~ 5',.- P~ ' •I..2 „ 5E~ 9 31,01 C93p ~ ~ SIptiW - • . , ,1N; ~r \ ~6C.2 Q5 0, F' I rn 31,01 ° i ` ~ C91 - 3 O , L r.
b31NV ~ 3.3k C 5 : V '1 Con h CD 5 0 ,5".... , ~ ~ W 1 IN= ~ y l ~ 1D$ y 1 ~1c29p' 1 . giPT = 'C ~ IY ~ QT
1 ~ 1N _ A Gg5 3°A . NV .2g . (J V 3 .23 1 a , ~ IN 8 1 ~ C
IN-297.5$ Cg3D, Cg3D4Bj r I:,() 1'112 85.2 12 / ~ l V 00 . I ~.83' X283 A8 R PV,P r:., INV 1N-2a28 5 ~ \ { IN i 1~ T 5 .8g 2 l~ Q n i I EB AL NOTES ~ W 4 + ! B
_ o~~ au vA~~ ~ C. P. ~ INV ous ~ 1 w ~ 9288.8 c. 1 RPMP p[tl p P ~ ; y113 ~ 8,1p yl X115 G654 2 _ NV 2 88• g G ~ . • ~p AGE PM ~ ~ + 1. SEE SHEET SD-t, 2 AND 3 FOR STORM DRAINAGE SCHEDULE, ~ ,i- I}.--' Ov 2 ALL 5ANlTARY SEINER MAINS SNAIL BE PVC (SDR 35)
N ~ ' Ol IN _ 6•0D 3 ~ C=2g5' ~ 1, .IOp~2g T1,12 1 V ° f ~ r-~ ..28 y11 X15 1 31 ,l IN'- 8 62 1 i ~ UNLESS OTHERNTSE SHOwN. f ~ f ~ T `„j QC 3. ALL WATER MNNS SHAl1 BE DUCTILE IRON C150 PIPE U
o , s g518 INV - CB ~ INV 287 , , ~ 1 4. A1L MATERIALS AND IN5fAlLATION SHALL DE PERFORMED ~ °.I a% ~ 51N IN ACCORDANCE VATH q1Y DF RALEIGH STANDARDS AND
' 9 1 • - , . VIN, Out-2 ' A - 7 AGE °uZ 1.. X92 B2 1 C~ Vi1 IN - , G . 83 1 . - " INV , ~ ~ ~ _ 06, ~ 1N-2 01 00 82 _B~ . 53 g3 INV x283• .2g6~ OC" r,- r-~ V °uj' D 5 EWP~K O AND SPEGIFlCAlIONS ANp NC DOT STANDARDS AND P Q C ~ AND SPEgFlCARONS VfHERE APPLICABLE
.2~' - h3 ~ . ~ ~ out RIB .x2) 21 ~ _ 1.62 ~ ~ _ S} - - OC ~ 92-~-~ I V 2 ~,N ca T. H ,p 1 H - , ~ U~'~' _ ,13 ~ NV O11 INc E 22 nl ° 8 0 ~ 1 ~ _ 5. NO SICNT 095TRUCTING OR PARiIALLY OBSTRUCTfNO WAL4 G ~ Z-Cg3lp B p~PR S ,~N I ~ I o~D, cT BETNEEN 2~FEET AND 6 FEET IN Ha~iT~DO ~ n~E
~ 0 RA _ I 1 5 TOC-. 55 1° Nj.28 CJ a) 99 _ . ~ - 2 0 i Cg2 RAt, C855 8~2 f ..aC2~ ,02% INy S' 1 1 D+-.-/ cuRD uNe E1EV. sHauLD 6E PLACED K1THM A SIGHT TRIANGLE,
S _ ~ . ~ - _ V Out ~ ®5 ~ ~ . ~ ~2gg.4 ti`I3 IN ' (y~ 4 gABA, - - n _ - ~ r ` `1_ . 4 13 - ~j,aS'
.0° % ~ RO - ~ '``~---~r ~ 1 D A • p - . ~ ~ 1 , D 1\ - ~ X288 CP oN ~ ~M. _ ~ - 19 V I 85. ~5 8A8 ~g28g5~ kir ..2} qj 3 1p A~A~ N4TE5: J 88;51 ~ D ~ 1. Minimum comer dearance from curb Ilne of ~~gg ` 1 intersecting streets shall be at least 24 it ham point 2 ~ ~ G"'~GBS 's O _ ~r 8 of tangency of the curb. No driveway3 sha11 encroach
_ - ~g on this mipimum comer deorance.
: 8~, 0 , tjV.1N° ~ 2. All public streets shown on these plans shall have ~ the ful width of the right-of-way deared and graded
6. - R~ cat p 9 - - - ~ - 87.•3° 2~1 a ~ p9~8 T 82. ~ 3S, - - l l ~ within 54 feet of all street InterstlcMons. The full width
- A ~ 1NV IN ~ 82.2° 6 ~C~'' INV tN'-2 8~, 8 ~ ' ' VJ A .2 S 2 13 - pRl Out G86, ~ of right-ot-way shalE be cleared and graded along Oid 2yg68' ~ 0~ Atilbumle, 9uHaloe and Forestville Roads.
E 1~~. INV ° p' P~ , a, ' - ss ~ ~ •w o.72x gA9 2 ~ .2g ZpG' P 3. For the proposed access paints an Buffalae Road an
EM HOP 56,65. ~ - V 1N- ,93 1,~ AS, Il . 82p , PRA ® IN ONj,28 ` 2g~•1~ ~$61p SI 't v ~ Farestvlle Road, the owner/devoloper is responsbla fa IN' 28g.8g sg - ~ any conBlcts with existing ar proposed ut6ltles, dra41age
P I .a pE i. INV _ _.G~ R P O ~2 J ' INV S s. ~ - 1• 1 ~RC ati... Q~~ z9r Ny 1N' 1 CB , ~ p J ` aevlaes, f(re hydrants, acuity poles, street llghis, catch D1y1'~8g• ~ basins ar simnor ob~eCts within 23-feet of dr[veway / ~ ' 1 centerline. Construction drawings wal show an Enset Lf J
ng ' 3.8 h 5 .81 ~ e M-11 1.11 .-t2) .2g ~ ~ C85 A .CD RI ~ ~ ~2g4 ~ip;..29 ttlh I ~ V showing oil dimensions and other Information requred _ ~~5G Qp ~ 1 ~ 0 h~ ° far construction. The contractor will correct any errors
D1 D 'v" .a A Cg g~H-K1 N,N~ } N R -?t11) ~ C ~ 8g, 1g io , r-~ IN-. 281;1 319 ~ x1) ~ ~ ~M,' ~ . : - , 9 A~ n RC4: ZpI` 1~286'Op 9P j 0, or omissions uncovered In the field
2 VIN 2 1-299• ; r._, ON 8 • INc28'I~ ~y11) N~283.2 i5 IN g2• , ~q 4. The WO access ramps wHl be provided In accordance r" pti, with the Raleigh Engineering Standard Drowing INy 3,$5% 0". F ~ ST4~20.11. Wnera sidewalk is not required along the
G821A ~ M OUj.2 ~ ~ X2839 NAG 2.91 r ~ 1' S • f ~ , S g5% ' DC.29 5' PLK CB x:281. .n) ~ ~ 1. 15", Pubitc ROW, curb is to be depressed at all romp
1 81 Gg27p stp W •i U tiA s• .2g v , ~pR ~ti~ R P pp,. locatbns sho+m an STD X20.11. 816 . S, Private Street inspection Statement - The
INV Ou J 92 3 FI. •{OC 5 k91 V M ~ , 2Q 41:0 C.F ~ ~ ~ RIM..2 2) IN~2g5,1 ..IN . _ _ Q -181. I ~2 C6a6. , ' construction inspection of privato streets within cluster W r 162 (~14~ ~pC-2g1' 1 ~~n1~1..~ © ~j - 514E' unifs, condominiums, farmhouse developments and W J
K 1~N 5•k I ~ ~ R 46 ~,AB ~ 1N=28 A8P k8 SEA 1N1 V ..2 INy iN~28 Gp p.9 r" : - x mobile home parks submitted for City approwl is the > 1N y p1}Z•2 i _ ° responslbgity of the owner/develops. Copies of
' m?. 0 9, ~ CD2 2,g1 : 21A X292 OD .285 65 GD •`.c~ ~ 8° 15 RCP , ~ X29 288 gO C827 C81& 88• ~ IN X28 ~ 1 IN y1 ~ , certified inspection reports involving subgrada/ r ~ rv `D - 28 ~,k., ~ ~ sa aggregate base, proafrolls, tlggregate base and asphalt ~ J LL_ n
1NV 1N 1.39 C6 g28 iNV iN.2 CV k ~ g . N=2 9 C u T°C. Cg 9 _ 2g6,Op densities and thickness, and other pertinent information U cn,~ w 1 I ZOG ~N'289, must be submitted to the City's Engineering Inspections ~
~ ~ ~ INV I .2 ~ V ° ~ ;`418 :278,p0 8 35 ' ~ i CO 1N 7 g0 _ E,. 101- , 5O _ i 1N ~ V 0 .1 td 8 5~~158 ' W z V '1=26 Manager at PO Box 590, Ratelgh, NC 27602 or faxed to
y R 1N . P IN ll 2 •jfl ,y11 ' ~ 16„ titi - ~ ~ 8919) 831-fi339. Contact La Anderson at (919 W • ~ a ~ ~ 1-6610 to obtain detaHs of tho abovo re ulrernents. e~ WW I 0 6/~Bg3 85 ~ _
GE 2A NV d ~ ~ 5 3
6 ~ E ~ k 6? IN- lC .12•'% ~ yr` ~ 5 • . ' ' 3 pg ~p OUpI 8 ~ ~ ~ nP INy.
V 9 } ~ 83.50 IN Out-2 y ZOC 158 ' V •~`N.:. = z W W; • ; . , ~ RI h~ ,292 _ ~ _..J
65 `4.. ~ ~ ' I ti -281• A INV ~ VIN •15 ~15~.. ' 8981„F
.2 0,00 8,50 X15 INV ~ IN U1 19 Q ~ - ~ 1:.28 -21 X118 ..1NV ° ~ -
Op~ ~ 1 .50 15 ~ - INV 8` IN~216.. 18 k0 n . ~ ~ ~ W 4uS-~ 1
~ ~ ~ 1 \
r ) y ~ ~N.N 9 f FL' 81 MH.62) ~ oh ~ ~ R11~ - 1;I3 ~ 41k~ Na~•9;I~5~`l~H.>~2 `1 g,55 Gp63 ~
F o f N,B1} GO d q~ N-2 5 9 M 81. 81. .28 62
' ~ ; ' I r I I
~ ~ j
, I am sra -1i+91.83 '
I PVl ELEV = 300.13 A.o. M -0.71
I, .77 K=141 rn
HIGH POINT ELEV = 296.23 ~ ~ LOP1 POINT EIEV = 290.16 ~ ~ ~ ~ ' or 1 1DD.00' VC ; ~ Q.
I HIG~I POINT STA = 9+32.11 LOW POINT STA = 12+60.73 ' ~ ~ ~ ~ ' • _ - I ~ a - ~ o I i, ~ V M
IPVI 5TA - 9+76.08 PVI STA - 11+19.62 PVi STA = 12+80.73 ~ ~ P41 STA - }5+57,62 II I1 ' ~ ~ c+l ~
PVI EII;V = 296:83 PV! EEEU = 291.32 ~ PVI ELEV = 289.91 ! Pvl ELEV = 292.68 M ~ ~ ~W4 W ~a ,NNW
A.D: _ -4.83 ! ~ A.D. = 2.83 ~ A;O, = 2.00 i ! A.O. = 2.09 ' ~ K = 31.03 ~ K = 35.28 = 50.00 1 47 76 _ K K. t ~J
ISO.ao' vc 1°0,00` vD 1oo.DO' vc - ~ ~ iop,oo' vc + ~ _r.~. N 6
i O ~ ~ l ~ M1
i m ' I ! ~ ~ ~ ~ rn o ~ ~ o ; ~ N ~ I ! o ~ PROPDSED i / ; 239% i
~ ~ N ; M ~ a. ~ ~ ~ ~ N CENTERLINE ,(7 Z + ~ ~ N , LO • ~ ° } not i,.i J o ~ N ~ M ~ , I N GRADE ~ ~ NOTE:
I . _ i ........Z ~ Il ..V ,....~ry.M ..01... . I - . ,D lil L.~. _ _ ~ . ~ MINIMUM CORNER CLEARANCE ~~a
oFd-W ~ ~`V i QNj°?. W ~ : N ~ rj N W ~ . FROM CURB LINE OF
'i ~ ~ ~ 4JJ~ ~ ° - _ ~ ' ~ o Nw' ~ U > of ~ h ~ h I v ~ \ a w II ~ m + o , ~ d `F ~ Iii v ` ~ 1NTERSECTlNG STREETS SHALL
r ~ J~• J` N ! N N M N EXISTING ~ ~ m ! i , g o ' ~ BE AT LEAST 20' FROM THE f3 ° ~ TI£ INTO 8° kY/~.;IN
~~~a yr w iii i ~ - GRADE . ~ 3 / / 0 2,OB \ ~ ~ } w U > ; v > ~ 25 LEFT I ~ ~ . i T~wx PC1NT OF TANGENCY.
~ w w ' I _ , . _ . ~ G . P
,24' C1R ~ ~ EXISTING ' ~ ~ 3839` ~ ~ I GRA ~ / g~ ~ I 4
21 ~ ~ D£ ~ ~ ~ • to ~ ! 25 RIGHT' i t~ 38 ,
~ f~ \ ~ ~ , I ~i
i ~ = - ' '1.00%+ ! - 4"kCl9. ' Pusuc 9«r, ~ M ' ; ~ ~ ; ~ ua"e as ad ~0ossn~ao°iW~ ~ rarer tmc"~ °~°m~ `1~o"tiy °°+n
r. ~ _ _ _ _ _ _ _ _ \ f~ - _ ~ ~ _ _ g~ m~ ~w« ~ ~ r~
\ I y ~ , 3 ~a~
~ ~ ~ ~ , r 8 PVC ai as m nor
'ffE iNT012` 1t~ ~ • MAN ,
THORPdRG1~ Eii fit. ~ 308.9 2 , BLF: i I i pH~ N I M d ~ Q I ihr dy d Addp1 cmrtr W a. earrrw ad~dA+r pbt~ wla m tlam a _Z
X i _ ~ i ~f, c^i I 250°5 , a; M i - - X1.609;-; _ _ - - _1.... - ._._.t. --x... _ T F-. ~ i Mtl cap 7M raMW °r1 ww6,aUrm s uad fa tldr Ret maam b~AUyfJp'r AAtle O M I ~ ! fJ7 0: fi j {qu~ey~°n Nanmwh' Ks~bxh aJ p~wwuene / to ...=.v . ...i................ rube°°~VaPow DptrknM
' o I ~ I ! o. Iv ~ 8 P4 CLR, ~ VCr"`'^ w M : ' 128. VF• ~ ` EXISTING n uM1 ~ ~ ~ crrrk /
I rno°j 171.E 2g~8 CENTERLINE °~°irvni ; V7M ~ yp a~tr
~ I ~ °pQN ~ 0.729' GRADE ~ dM•d:~N F 00N ' oNr ' ; N
N * rn ~ j ~ ~ 8" PVC ~ Q.~C w ~N 0 II i ~ XO>N~ . ~ ~ N N Q l 4110 ' ' ~ i j ~jll?0
~ ~ ~N~Ci ~ 6{ N~ ~ i a I N ! ~ ~ i ~ , ~EI1~O:~~i • i ~I - . L..,-. Y~..._.__.._ _ ~z ; ° ~ ~ U IW- ~+i ~ ~ ~ ~
~Sv I_ p_`.I SZ N J W O c 1
m ~w I uy N d'~ ~~o ~ I , ; ,D W I U~p©
- ~ 1 , ~ r"'QF7 pp i ~ h~hpp rNr.~~tNt~~I~ . ' M WN ~ W N ~~WtlpN ~ ~ a-ON 11 NN II 'f'~'"'NN IC ~ uTVTY n+sTALLAnoNS ,wo omLR Pusuc ( ~ N ~ FACIl1Tl IHCUIDRia SOEwAUfS AND HANDICAP RAwPS A~ To eE coNSmucml off Au sraEETS W a t~
i ~ XrN~~.li ~ ~ 11 it ~ .-°i~ ~1 ~ ' ~ j I K~x~ ~ ~ II $~O I Q~~-z0 I 1 I AS SPEgnED BY CITY 0006 THESE FACNTGS NAME OEEN APPAaVED DY THE qTY Or RAlflGll ~ (,J
, I a _ . UN OLar A o z z ~ _ . - ~ IS~AUIH(Po7fD BE INHRITfEN APPR TO DE R£ caeom ~ O ~ ~ ' PR~IORTATO FWU A~TA~N~.~
~ ~ ~ I
± , ~AHSPaRUna~ scow ~r!+C G~l~~a WO ~ ~ ~
I I i I ~ 1 i Pusua uTLiTES C ~ J ? ~ ' fY J ~
~ ~ ' ~ ~ I ~ I CONSERVATION ENGWE . * ~ ~ Q ~
I j i ~i ~ i ~ ~ i PLfNHN ~ ~ ~ L4j„
~ m ~ N
U o0
~ ink o'n ro~ ml` or' rn~ °b~ rn°' ,4 atN nl~ N o Q a o O/ o d' a .nl _,O a } U) 0 ~ ~ 0) N ~p cl] 'nM N DO ~M ~D] ~M NQ1 ~N °~r ^ n rn °irn °'rn °'rn °'rn O1m °'rn °'rn O1rn 'moo °'rn °prn ~rn 'prn °Jrn O1rn orn mrn O1rn °'rn °'rn °'o r n ~ u)~ MN ,f7~ Mr„ 0~ 7 ~ mh m~ o~ a`' oo a a DRAWiV
rN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NN NL~ v NN cvN r7~ vl~ MM M M G~1 M
CHECKED
7+ + 9+ 1 + 1 0 00 1 0 17+ +0 1 + 1 +0 1 +00 0 14+ 6 00 1 + 00 17+ 18+ 00 1 g+ GRAPHIC SCALES APPRU ED M ~ ~o Sao cMM
' ~ START DATE
p N M I`~ f~ iC1 n fD to O t0 tl0 d Ot 41 M N M •~t u•1 rn rn rn rn m rn rn rn m ar n Ci o c,i cS ri ui r~ ~ ~ PLAN VIEW
ao ro m rn rn rn rn m rn ~ N N N N N N N N N N N N N N N N N N N N N N N M M M M M \`~~~`l ~ ~ JOB CODE
y /y ° 9°
l
~ PROFILE (HORIZONTAL) DRAWING ~ 6 No.
Q tD M P- U, f~ ,A O M M ~ I~ O st M p M c0 N O CS N N N m O7 07 ^
N N7 ,C I'` 67 °0 t() d G1 1`~ 4'J cO Q) 01 O O 6> ~ Oni Ol 171 Ol 01 O7 Ql W ~ Q1 ~ ~ Op ~ m ~ OI Ch ~ ` N N N N N N N N N N N N N N N N N N N N N Oni ~ O O P o d '~i !~I{~' I ~ L 1 ~ 1 N N M M M M M ~ r y Y I lr r r\ ~ I ~ I
viii,,. lk~ rbAG~\va~`~ A l\./•
_ _
PROFILE (VERTICAL)
~`b

IN=285 C 48A I r- - RI =291.11 L(~ d- O. ` INV-OU•T=280.00 ~ =28 .65 CB48 ~ , Q CP t O ~ DEPR S~ DN `j . ~ NOTES;
• I 'FC IN=283.29.. Mt) ' ' > 1. Minimum corner clearance from curb line of U
~ 1 =263.~~ ATE c-- c~ UO,,EE~~70 I O SIN ~ intersecting streets shall be at least 20 ft from point J
UI zo' coR- ~ ~ _ - . I I AG ~ , C=a98; 5 ~ ~ A P ~ of #angency of the curb. No driveways shall encroach ~
~ RI AT ,n16 roG= I ~ EA T y ~ IN=278.OD CB 28 SEWER NV.IN=29 CB I ~ ~ on this minimum corner clearance, ~ ~ ~ ~ " ~ 2. All public streets shown on these plans shall have ~ e > ~
AGE' _ ~a ~ INV o 7:90. the full width of the right-of--way cleared and graded ~ a o ~ o
64 i E 0• CB17 ~fJ9;r .9 ' within 50 feet of ail street intersections, The full width ~ ~ _ rn ~
~ _ h• ' " ~ 1.95 'a 15" RCP n15C TOC=2966 ~ ' EAS NA~ ~ of right--of-way shall be cleared and graded along Old a -o ~ ~ ~ rn dN=291.1'4 CB6 ' ~ ~ Milburnie, Buffalos and Forestville Roads. T ~ ~ N rn
- INV OUT=283.1H ~ =2$1, 1 ~ 16 24" P 1 1.0 ..,F. ® 4 Y 16 187. LF. T01- .OO ' IN= 0 (MH-B2) FL; I =276,50 n15A INV IN UT`286.00 1 P NV IN=289.89.70 ' ' ~ , 3. For the proposed access points on Buffalos Road and 4 ~ -a N ~ ~
OUT 9.1D (MH-Bl) IN=276.50 n161NV-•°~ ® ~ . y . ' A ~ GE OUT=276,40 n15 ~ TOC 83.5D I ~ ~ T01= 6.35 y OUT=289.7 0669 SI EWAI I • ' ~ . 8 ~ L Forestville Road, the owner/developer is responsible for u} ~ ~ z I i
2Q' PRIVAT~- o(~ ~ ~ INt I 28 +~YI15C - INU IN .65 )7156 ~ ~ s.. N --)r- any conflicts with existing or proposed utilities, drainage ~ ~ N ~ .I O. devices, fire hydrants, utility poles, street lights, catch ~ m ~r m
pRA1 GE' ~ ° ' i a INV .1ov115B ; c.9', n14 ~ ~ 2b7 ~ ~ ~ 1NV OUT 79.15 n 5 ) I X287,6 9A T ~ iY I basins or simiiar objects within 23-feat of driveway N ~ ~
n1t 'EASEMENT ~ ~ , _ ~ ~ ~ ~ N ~ `INV - 7,62 (Y114) I T01--2 .OD I C616A OG} ' ® C~ O'7 / ' lNV CU 92, at` I ~ I centerline. Construction drawings will show an inset ~j w r7 6
INV I 279,39 n11A DB . I CP - ~ a ~ ~ 845 l0 j ~ showing all dimensions and other information required ~ ~ ~ ~ ~ , Cg,}6 """m'®® for construction. The contractor will correct any errors ~
283, 74 IN in - - CB46. 7 _ INV. T=279.14 n11 ~ ~ o i0C- 6,03 ..INV IN=2 .4 C ~ I TOC=29 , TOC=29, g ~ 12g or omissions uncovered in the field.
F... ~1 =281.69 INV INV IN= 8 .03 4fi _ ~ ~ ~ C A. ~ ~ I I ) ~ ~ INV IN=287 INV IN=287 (YI14) ;~r5nRd5,~ o~ , ~ 0 4, The WC access ramps will be provided in accordance
INV OUT=279.4 275,88 YE15 INV w ' 20 PRIV E V OUT=2 },9 (C 5) N® INV OUT=2 T~27~,75 CB4 0' pRAINAGE ' ~ C CB16 D WA INV OUT=2 CB46 0 CF p ~Q5 _ i with the Raleigh Engineering Standard Drawing ~ . e STD#2011 Where sidewalk is not required along th U
~ RH oti I W ~ DBL. C ,5• ~ 1 R ~ T ~ , ' 9.98 L.F 12 .q, 15 RCP 1 W p ~ Public RO ,curb is to be de ressed at all ramp
w • _ _ , W ~ W , W +aa _ I " ~ ~ w ~ W locations shown an STD #20.11. s+ - ~ 5. Private Street Inspection Statement ~ The
_ - _ ~ - w w ~ ' - .62 _ W W 0~ ~ . W s+oo _ y.-4--t - 19,28 L... Wp,g sID~ ~ - construotion inspection of private streets within cluster
~ t 9 ~ , W - . e - - _ $ _ ~ ~ units, condominiums, townhouse developments and
26. , . RCP._.. _ . $8.00 _ 1. o " .03 CB24 7 "i- - 3 I ~ ~ ~ mobile home parks submitted for City approval is the
~ ~ _ . .65 CB25 ~ I~3 W responsibility of the owner/developer. Copies of RI~ DBL.`H - 88 certified inspection reports involving subgrade/
7.55 CB MH-G RI 5 F - .-1 ' H-H1 ~ MH-H ~ RI _ 1R OUT 7 . 1 (MH- 5' ~ RIM 87 9 ~ ~ D 8,34 MH 4 ~ ~o IM=283,21 ( ) RAMP + -TOC=295.00 1j~:34 (MH 4) NV IN-289. CB CP aggregate base, proofrolls, aggregate base and asphalt
d _ ~ SI EW , K N=2 1.73 {MH- ~ R`. _ i4 5 ~ 44 ~ FL T- 4 MH-H DBL CB RIM 28 B. IN=272.4 MH-H2) CB _ - { ' MH-Gl 5 a ~ TOC=21.72 = 4 (MH-~ T-28 45 CBB~PRE densities and thickness, and other pertinent information 3 ~ a~. Hcd must be submitted to the City's Engineering Inspections
TOC-284.9 Flo 81.53 MH-H2 - INV o ' Rf =283.8 SIDEWALIE FL IN= 71.04 (H-G1) . ~ r INU IN 276,39 {CB44) ,iN=272.44 1 = 8,59 C81 M ~ : _ ~ - _ { ) I =28099 CB45 RIV r FL IN=21.35 MH-B1) FL FL IN= 71.04 (H Hi •-275.5 CB47 T-212.24 {MH- { ) fCBfi3 Manager at PO Box 590, Raieigh, NC 27602 or faxed to
AGE ? OUT° 78,09 CB14 51 GLE HCP I FL OUT 270:84 -f3) INV U - . 5 CB43 INV 0:74, CB44, . - ' BB IN=272.3 MHO FL' ~ ) ~ 33:Q8 L:F, - 90.65
A P ( MENT OUT=272.5 {M I ~ • p7 ~ 0.91 IRV oU - . 85 GB 3 (919) 831--6339. Contact Larry Anderson at (919) ~ 831-6810 to obtain details of the above requirements,
® ~ C5~ r ~ Cs1 , 91 T01=
~ m' 1 x'113 , c~ `.I ° J N ~ o ~ ,TOC=281. n19' ~ ~ 8 _ T - 862 ~ 291 NO l.,/ J
0 ~ - ;YI12 IN =274.5 (CB43) T01-28t.OD _ 20' VATS TOC- 80~`, INU IN=286.55 CB63 MINIMUM CORNER CLEARANCE
? ~ T01-281A0 INV QUT= -27, 00 n 84 - INV OU - 75 Y119 pRAIN G INV'OUT= 0 n19A ' ' 12A TOC-282.5 aq IN IN-Z 5,11 (n12A)', w' ~ Yi19A = 86.45 CB62 0
nl - INV UT=7.16.0, v IN IN= 74.69',{n13) EASEM NT , , 9 . ~ . FROM CURB LINE OF
/ ~ ~ INV 0 T-2 4,59 ~ ~ ' ~ ~ ~ ,F.
~ L .Q Q p ®~I ~ 31,23 L.F. , ' 4 4 ~ 1.27% 15" RCP ' . , . . ,Q ®o.5or 20 PRIVAT ' S` INTERSECTING STREETS SHALL ~ -TM SI EWA ~-y-~ ~
~ "RCP IVATE RIM-283. ' " / 15" ftCP ' ~ BF AT LEAST 20' FROM THE I I
s pRAINAG~: IN= 6 . 2 ~ " ` , C ~ .05.% 4 'MANHOLE). : ~ EMENT ~ 2 IVAT
a 37.7, P~ ASEME~I~UT 696 20 G`'OR ',Ri =2 3.0 ~ ° 36 C 283 ° E r , pRAINA E ~ IX PO1N T OF TANGENCY. ~ Q ~ ~ , MH-E1 20' PRl
9A , ~ I SANITARY IN= 70,2 (MH-F3) ; . EASEMENT "v , ~ _ 111 SEWER ~ OU 270, . {MH-F2) ~ . ~ . N T01 278.52 / = I ~ ~ IM=287.76 DR NA ~ ~ ~ U
EASEMENT ® INV IN-274,45 (nl) N ~ CB61 FL OUT=281.02, TOC=287,27 z
~13 ~ INV IN=277.37 C814 ~ ~ ~ DBL G856A a n1 • ' ' 781.22 ~ / INV IN=275.00 (Y19) INV OUT .27 {Y19A) _ ' ~ TOC=281,90 ~ • -T01 81.OD., ~ d- C~ a NV IN=283:27 CB62 I'~ ~
o ~ INV OUT=27!1,35 { 9) ~ ~ o IN =276.03`n18 ~ IN 1N=276.22 YN9 - ~ 8 YI9 ~ n9 ) _ o , INV O =2 5,5 'GB56A. _ IN RUT=276.12 n18 5' I VOUT=263:17 CB61 5, q
(CB12) - TOC=269.34 ~ - I OG-284.44 CB57 'HCP ~ , ~C7 B58A IDEWAU~ . 51NGLE P INV IN=2 3.94' (n12) ~ ~ TDG=283.94 C ~ 0 1~ IDEWAU~ -TOC=265.8....... , 1wg`~' ~r$ ~ _ ~ W
IVATE INV IN=273.80 {n9) DEP 7 ' Mli-C5 ~ ~ 19.50 L:F: MH RIM- 8 .72' MP V OUT=27 .84 (CB41) INU,,OUT=280,00 CB57A INV II -281.1 61 HG b~' rx• Q
INV OUT=273,7D { ) RfM=282,43 ~ ~ @ 0.50q RIM= - 275.98 ~-CS TOC=285,44 GE a~ - w ~ ) I VOUT=281.49 CB58A S~ I , FL N=271,85 MH-C6 1 "RCP ~ IN=2 .34 (MH-C7) , INV OUT .OB I
ENT - .~J = Q
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~ i I ~ , XI Tl S E EXISTING
' I ! ~ ~ ~ ~ GRADI GRADE ('INFRA - NolES
25' RI - I . , , _ . ~ 1. SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE.
` ~ ~ ; I ! ! ;LOW POINT ELEV = 281.64 ; , - _ I_. ~ I / •08x ~ ~ 2, ALL SANITARY SEWER MAIN5 SHALL $E PVC (SDR 35) / _ UNLESS OTHERWISE SHOWN.
~ I I ~ I ~ • z rh 'LOW POINT 5TA = 3+70,97 ~ i EXISTING I - .i, IO VY~L IN 3. ALL WATER MAINS SHALL BE DUCTILE IRON C15D PIPE.
a PVI STA = 3+88.50 i ! CENTERLINE I ~ Mm ~ _ EXISTING R ' / y''^ JAS~INE TR11lIS DR 4, ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ' ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
PVI ELEV - 281.30 G ADE ' 1 w ±n ~ ~ GRADE r ~ AND SPECIFICATIONS AND NC DOT STANDARDS AND
' ~ ~ , a.a = 3.08 25' LEFT k , ~ a ~ ~ ± , a vtw K - 32.47 . _ . _ _ . ~ ~ AND SPEGFICATi0N5 VrHERE APPLICABLE: - 5. NO SIGHT OBSTRUCTING OR PARTIALLY 0$STRUCIING WALL,
, I • r ' ~ ' 100.00' VC ,I I i FENCE, fOL1AGE, GERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECT BETWEEN 2 FEET AND 8 FEETIN HEIGHT ABOVE THE CURB LINE ELEVATION SHOULD BE PLACED N7THIN A SIGHT TRIANGLE.
a ~ i o 0 7; PROP05ED o ~ ul m , ra - ,
m m ~ ~ . ~o , ;CENTERLINE ~ I ~ I ` ~ ~ ' ,
i ~ m , + N ; GRADE . ~ , , ~ ~ ~ , I . , ' ~ ~ ~ r as2"'"~.-B"•PVG t9.291..F•
8 PC
~ I LF 1~ . ~ A , 227: 3 ~ ? r Pueuc s+.. ~ ~ ~
..;:RCP ' ~ 15'~:. i sM Gy a fkNyi oor+++n W lsr wrawaoa ono raaaaon a w Pak w.,e rpMr m aa.n ~
i ~ i ~ ~ I i ~~em a,' " ""a,oe u,~a ra w. ~oloa ~ ~ ~ u. aye Pa+~ ~ ' x.' z I ~ I ~ ~ ~a ~ r ~
I , ..i _ ~ Try ~ ~ i ~ a 'I ~ \ ~ O~ ~ !..._LS - was ay~ma hmst ~ $ v... ~
. ~ I ~ i ~ ' '
a: tn'-N i i wl,,;r ' ,~,d;N PUBLIC
I h , ~ ~ ~p II , OAA n~ ~ 2Y Wb I ! N*~~~ N N II ~ wolar a7 O7 II ~ n. ary a AvNl~n ooa«m w m. car~wawe nu ataam a w Gp+~ pck .rev M~* a uw~ m N y Ql N ~ tlM ppn. Tn. ,mta01 ad oomhuctlaN rnaad and Ar Nh po}d aal mto~ Ir, an Gt/rr P,A9c W
f ~ I ' shNZa ~ i , , N ~ i TH~ J C7 i II ? O ~ UriUn Non~bod.' dada ad N~ S Ids ~ ~ • ~ v~1 ce ~ ~ w ~a"anca a,wm.,~ P«rrA ~ (n ~
Via - ' I ~ ~ ~ r _ _ _ - . , . _ z... _ •
i ~ ~ I a 24° CLR, i i ~ d ~ O
`S'~~ W J N
aQN ~ PVC ~ , ~ I I c~i II 120.34 L~`F 240.18 LF. ®.50~ j N 001- i, I ' ~ (JT I ' ~ U I
N i a a n I ¢ n'~ ~ 0,92 ' _ unurr arsrau.Ana+s Arlo arHFx Pueuc ~ z Z DO
. ; ~v7a~'. a. , ,..8 PVG ; ~....i?.x j• . x...zi=,............:...... i _ _ _ _ . 1..... - . FACRI7IE~, iHCIUCINC SAEN'AlRS ANC HANWCAP ~ I'~ _ RA}IPS ARE ro eE coNSTRUCtEO oPt AJ,I. S1REEr5 - A5 SPECIflEC BY CflY CCCE THESE FAQUTffS ~
HAVE 6EEN APPROVED 8Y THE dTY OP RAU7t~l W Ur ~ ~ ~ Is~u~~l~ ee ~ u+vao~vu.A P~'ueuc O C ~ i
7OONMn I\WOOC 'I T~~ h ~ I i I ~ I SANITARY SEI4fR EA$rAtttliS ARE ro iff RECdRDED J z ~ PRI#i TO flNAL ACCEPTANCE ~r LrJ
,bhOV ~'.N •'tCl~.-N ~N~hN~ I i i ~ ' I r*~NNr MY'O~ONN~II i ~*~~NW ' ! >RaHSPORUnar sFR~cES ~ W ~ Q ~
I OWN II q; ANN II II] ~7N:11 II a , ' I • II?z~ . pZ~° I II??O , , • Pueuc uTCIRES '6 ~ }~jy ~ ~
' ~ ~ ~ XI~-~ Sh~ J ~ Sti~• JJ I i I DA7'flrif BLCV ~N~~~-'~' ~u~aL~l,.t,`' I ~N~L`'~~ i CONSERYATI~IENG9i J! ~ m
265, 00 ~ C`1 Pw+rnrrc U ~
N O t0 ~ 00 r- 00 l4 ~ N~ O~ 01 W O} O M h h~ N N N O W O ° d p~ 07 tp N ~ tD d 7 ~D !D ep h h ~1 tD tp r h h ao W ai rn rn ~ N N a' N N N ~ ° N ~ DRAWN
7 d' r ~ h „l 00 ~ O cV ~ t0 00 ~ h 1~ W o~0 W,17 11'17 ~7 W~ 00~ CON cON h" h~ WN W~ 00~ 00~ Wh o7~ a0~ ~01 NOh N N N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N~ N ~ Oi O1 ~ N N N N N N N N
N N N N N N N N N N N N N N N N N N N GMM HC-CI<ED
tl + +a +a + 4+ + 3+ 00 ~ 0 +oo + a+ao ~ o+oo GRAPHIC SCALES ~J O ~ 0J O X 0 0 APPROVED M
b ~ GMM
START DATE
7 a h N 7 In a ro ~ h ~ 17 0 oa m ~ N ~ °ij N ~ ~ PLAN VIEW
'bm ado ~ ~ ui IA h ai of o N "r h ro ai od tri m ~ oo w "a~ h h w ~ ro w m ro ~ no ~ ~ M ~ ~ ~ 50 0 50 100 nIR Joy co~~ (~~t N N N N A
N N N N NI N N N N N N N N N N N N N N N ~ ~ ~Q~+ V~!
i
PROFILE {H4RIZQNTAL} ~ ~ l = D~AW~NG
N b to a rn a sY of M N 7 m a 7 r h t0 7 M "t d Mj N eP to c0 7 Oi 00 O ~F c0 h f~ ~ h ~ ° o ~ ~m ~ Nv. a ~ ~ ~ ~ ~ 2~ a ~ ~o
m ~ m ao ro ~ 00 rp m h h w iq m m ro o~ ~ ~ ~ N N N N N N N N N N N N N N N N N N N N N N N N N ^r ~ ~ e ~
PROFILE (VERTICAL) M~~'~`''~

koo rj °CO Ci ``2 a 15" gG? , /y~ ~ ~ J ° s
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so y s? 0 2~ 2~ s yp ~ S, ~ ~ •0, ~ t GT qy 6 ! O
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v 36 Aso. ~ ~ ~ F-, . THIS.,. 2ss r~ ~ ~ \ . , 7 ~ 131 o ~ 5g u , o~. ~ ' ,~,s ,.2j cS y 9r Q, CJ iL ti,
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~ 9!F' ~ „ ~,..>yS~ . o 6 ,1~~` G~ \ ~ ~ V~ ~ ~p> ~ ~ 9 - °G ~~26''i30 ~q co\~~~s`~a ~qyy. ~a~ ~ , ~~y~ °v :...ors .
n • . ~r rsco ~q Agors ° c~.°~' ~ A ~.G/,4 s1 ! o c s tiy. 9y ~ ~ . ® o
•A ~ G 9 •o.~ s A.-Q G 0 T J a ,F q .S r~ ~p~ ~ S8 ~ ~ a q s y~ ~ ~ 6.`-
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GENERAL NOTES ~ U ~ I ~ T~A~~ z~,
1. SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. '`y. 2• ALL SANITARY SEWER MAINS SHALL BE PVC {SDR 35~
i I ~ ~ UNLESS OTHERlNSf SHOWN. ~ ~ z
' ~ ~ G: MI , NOTE'; ~ ~ N. ° : b 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PEPE• 4. ALL MATERIALS AND INSTALLATION SHALL 8E PERFORMED
J MINIMUM CORNER CLEARANCE ' ~ ? ~ J ~ N S , IN ACCORDANCE YdTH CITY OF RALEIGH STANDARDS AND AND SPECIFlCATIONS AND NC DOT STANDARDS ANp ~ n
N FROM CURB LINE OF ; ~ w u ~ „ AND SPECIFlCATIONS WHERE APPLICABLE. Ll._ 5. NO SIGHT OBSTRUCIINC OR PARTIALLY OBSTRUCTING WALL,
~ ~ a- > TING STRF'E S•-SHALL ; ' . _ - _ . FENCE, FOLIAGE, BERM, 51GN, PARKED VEHICLE, OR QTHER
~ EXISTING EXISTING ao BE AT LEAST 20 FROM E • N t° CENTERLINE GRADE = sl s OBJECT $EIWEEN 2 FEET ANR 8 FEET IN HQGH7 ABOVE THE f~~~/ CURB LINE ELEVATION SHOULD $E PLACED WITHIN A SIGHT TRIANGLE. L.L
POINT OF TAN~ENGY, PVI 5TA = 3+~7.2b °i h GRADE ! ; 25 LEFT ~ :EXISTING
' ~ GRADE ' GRAPHIC SCALES PVI EIEV = 275.11 ~ ~ i ~ U ,,,i _ ; 25' RIGHT . i Zz
r1 j i A,D. -6.96 ~ ~ .-r?`,r
.i h ' ~
• t ~ ~ 210.+)0' VC m _ ~ l i ~ ~ PROPOSED ~ _ _ ~
? I CENTERLINE ' PLAN VIEW ~ ~ 1.DO%:
GRADE ' ~ Boa ~ ~ ~ m ~ ~ ~ ~ a ~ U
5~ i ~ ~ ~ iNra ~2 W/L r i~ra ~2° w/~ ' '
• , , , ' ~ THORNROS£ HILL, p ORNROS£ Hlth pR. :
' ~ ~i N ' ~ ~aS , d' N / V PROFILE' (HORIZQN~TAL) ~ ~ ~
PVT'. STA - 1+67.34 * ~ f " ,
',~J ~ 1 ~ ~ ~ ~ PVI ELEV = 257.59 N N ~i o ~ i I
' - ~ !ri w ~ m M ' ! A.D. 6.96 ~ ~ m > ~ °Q ~ I
, iK=3OJ5 ww v ~ _ _ { .r ;
i~~orY~~ V~R~rICAL 21D.DIi VG m 24' ~ 7LJ
' ! / ~ :a~ I
/ / i ~i • 96`x° ~ ' i :
1• Q ~ ~ G i ,Q ,
, & D1P _ ! j tit` J.120.98 LF ; I } -}71.f,-......~ 0,56 -
a d8. ' ~ F ! ° ~ n 8.63 1.
I N J,/ / 10 I I ' ; ~ ~ / j I 8' DIP , ~ N i ~ i ~ 1.VVlo I
~ ° ~ ~ ~ ~ i DIP , ~
' ~ ~ i ~ NOTES: ' ~ ~w ~ ~ I I .-i 1. Minimum 'comer clearance from cur line of r•
_ ' °7 m ~ 4' CP i ~ ~ mod; intersecting jstreets shall be a't least 0 ft point ~ v I ~ ar _ . a I the curb. Na,drivew h ~ roach . i' _ , _ _ . _ ~ ax _ _I.xl.-._ .o. tangency.of.. n~.
i f- FT~E m ~ / / , , =N a=te ~ ~ z~ an this minimum comer clear5nce. a xx~
• U / 2 ' !lIN. }P I ~ z W ~ 2, All ubllci streets shown ort these s eve H ~T 4 p '7d' N ~ ¢ p ~h ~ the full width of the right-of way c d e9r?~~raded
' ~ ~ ~ / ~N~~ wp'?`ti f ' all street in ersect M •~11 width _ " Rip m~N~N ~~m~.N withln 50 eet of ) ~~,~y, , _ of ri ht-o#~wa shall be cleored an Old
r_..,.~ ~ Z~ ^ o J~ahNrl *hc~v~i 9 Y h ~~9 _ hA , .gtr,N u ° amN n Milburnle, Buffaioe and ForestYille Ro n it
i ,X~ I.OD% - ~ @ 3 ~ ~I ¢ II zp I < II 3. for the proposed access ppints on ~aod and ; ~ ,i ~r~ . ~ w ¢ I ~~ari~ ~Na~~' forestwfle Rpad, the owner/devafopor~ ale for
i5 , . , ~ d; . ~a j.. _ _ . _ . - driy'cohfilcts~with...iixishrig ar Proposed utilities, IdroThoge. ~ I ~ r
~ devices, fires hydrants, utility ales, street lights catch ' ~ ` ~6 ~F' . ~ basins or similar obJects widhn 23-feet of driveway 1~~3 4
r ~ 4'I p RGp 24 31r+2 ~n~Na~ centerline. Construction drawings will show an inset ' ~r. ~ ~ ! ~ris?~N !)TILITY INSTALLATIONS AND OTHER PUBLIC showing all dimensions and other information required l+l ~
1 *~N~! PAGWIIES, INCLUDING SIDEWALKS ANO HANDICAP u ; ~ for construction. The cantraator will correct arty errors ¢MN ° f~AMPS ARE TO BE;CONSTRUCIED ON ALL STREETS
' I ;~,u zo AS SPECIFlED BY CITY CODE. THESEifACILITIES I I or omfsslons uncovered in the field, x w!~ i 4. Tha WC dccess ramps will ~e provided in acCordanne ~ura~~' HAVE BEEN APPROVED BY THE CITY 4F RALEIGH ~ I~I F~- U
. _ 79.92 LF. - _ _ _ _ _ _ _ sua~_ ; _ _ AND SHALL BE S0 ;INSTALLED -UNLE55 -A -CHANGE _ . _ . .with- fhe-Raleigh- Engineering -Standard -Drawing...-- _ - IS AUTHORIZED BE ;WRITTEN APPROVAL. PUBLIC STO fj20,11. Where sidewalk is not required along, the I M¢~ J~~ i Q ~
X0.50% j n"croa~~,mu~~.:+b,r.,n..n°aw v~R..n.~a°n~~ , w°,b, nti°"a"a~,aw«sku°n~,mo°ewaww. wswName,m.aonum SANITARY SEWER EASEMENTS ARE TO' BE RECORDED Public ROW„curb is to be de~ressed at all ramp Q II - . - - a ' I ~ 4.f• ' ~ ,U{ t.,,
`"D1i:"~i°6o°"' aid i°""`°~ PRIOR TO FINAL ACCEPTANCE. ' locations shown an STO #20,11. 6" DlP a'~ ! I i n°~ie uem° c,~e~x n"e ~ i { ~ 5. Privato Street Inspection Statement -The II .6 ~ N I~OOV ~ ~ I O
T~iAN5PORTATION SERNCES IUI~' canstructionl inspection of private streets within', cluster ~ , ; units, condominiums, townhouse developments 'nd I:I os N W ~ ~ pV~ n ~ ~
9 N i royal is the , t a m' ark submikted!far C V 'I h s mobs e o e pP E• na 'v"'d ausuc PUBLIC U11LIT1ES ~ ~ P ~ Y B N~~NNr- ~ U ~ _ I N?~ ~ Z Z 00
p'y~'' ; o<.. ¢i _ - . _ - r@s onsibilit of the owner develo er, Co ies of _ - ' 3 x~, x ! TMq""~""'°°'"'""'°""'^"'""°"'"'"'°°"°""`°"°'" m'"°"'" ~ ~ ~ ~ ~ certified ins,ec ion re arts inJalvin sub rode 1 ~ N uu"wn°`~x>„~wa~wm rwme. uw° iu un wm °°v w no+° ncu V L7 1 ~ P P 9 9 - I _
~ ~ ~ 4~ONSER AT10N ENGINEER aggregate base, proofrolls, aggregate bole and :asphalt ~fp _ i Sy ~N~ O l.J rn
i " V~ ~ o ~ ~ wma i ~ ! densities an+i thickness, and Other pertinent informotion I$ ~ QpaiN ~n 'N mnw4on~ppn,a ~ PLANNING i must be sulamitted to the Git~ys Engineering Inspections ~N Z V ~4) ~ ~ n p~ ~i J W
w;N II ht0~ II I ~ ' ! Manager of PO Box 590, Raleigh, NC 27602 or~faxed to N ocw ~I "'oN II a 919 831-6339. Contack Lorr; Anderson at (9~9) O~NN d•~d.N + N II ~
a II a • I~ z° ! ( 6610 t obtain d tails of.Ythe above re ufrements. d~ ' 831 o e q W~NII~ a~Il7 1 ~ 11?0 4~ii1?o ' ~ ~ ~ ~
Dtl'1'Udl F1 CV ~~a~~ ~rv,~~'~ I z so, as z~~..r s~~ m _ _ i .
N U o0
N N t0 O1 co ~ CO N ~h d' zY ~ d' 't d ~ N y.~ ~Ad 10 h~ NQ CON v~ :f7 ,-a rN NJh PJN (`h dN Oh ,f1 [V v' lD l0 t0 n O N (O (t] d= CD Cn ~ O 01 6° 61 Ol
,n U7 u~'n i!'1 ~ U'7 h ~ ~ tD l0 ~ <O (D ~ ~ h'~ h if7 h lO ~ tD ~ r h Q) ~ ~ h ~ 00 N N N~ N~ N~ N~ N~ N~ N Nr' Nh N^ Nh Nr` N~ N~ Nr' Nh Nrv cV! - N N N N N N N N N N N N N N N N DRAIMN I
GMM ' ~ ~ NECKED
+ + 4+ + 0~ + + + APPROVED
GMM
I START DA1~
M N u) tl' u) M 4 b T N Qi. N d' OJ h d' N ~D Oa suumur I ~r JOB CODE
~ N N ~ ~ u> 117 t0 tip W t` n n ~ ~ 00 W h h r`' N N N N N N N N N N N N N N N N N N N CA <<
zzo. oo f0 .
s •
O> c0 ~ ~ ~ M _ ~ ~ DRAWING N M ~ 1n tL7 ~ ~
- No. N N N N N N G"..2(~
r a; N N d N oa m tO et ~ KS ~ h ~ O r7 N N N `tl' C N fD m 1L '3' l0 m O O 01 00 G'1 ~ In U7 N u'1 If) u7 If) tD ftl f` h h h 0a 00 h h h
N N N N N N N N N N N N N N N N N N N N ENF.`~•'
IUtUU I ItUU M M
y ll
j.2

U J
_ ....J . 3
- - - ENV I 277.65 CB25 _ q7 - : - - - MH-H - Ri DBt: H - y ~ 68 ~ > ~
INV OU 277.55 CB MH-G RI «2 5 - _ - - - - , DUT 1 (MH- ~ - ~ H-H1 5• ' ~ , IM=283.21 Rr RIM 8794L?~ ~ ~ ~ o g~,3¢ (MH 4} RAMP ' . ~ TOC=295A1 j~ Uj ~ X
DBL CBl , o RIM=28 58', ~ - ~ ' - ~ CB44 S1 E K ~ . TOC-2 1,72 K N=2 1.73 (MH- B R' ft T= 4 (MH-~ NV IN~289: - CP . ~ o r~ O L~
' - INV ~ MN-Gt 5 o r _ IN=272.4 MH=H2 _ SI EWA C Fl IN= 11.04 { H-G1}`., r a `INV IN 276.3 CB44. ~ TOG=284.9 20' PRIV = 8:59 CB ° RIM-283: 8 D LI ~ - - - ,IN=272.44 ( J1) = B 4 F1.0 $1.53 (MH-H2 193' BL,'HCPI T=26 45 CB6~PRESS N" ~ .1.., 4. - rn
T= 7 14 r FL IN=27 .35 MH-Bl), FL FL fN- 71.04 { H Hl t -275.5 CB47 T=272;24 (MH- I 2 0 99 (CB 5) D AINAGE OU 8.09 CB SIP GLE-HCP ~ ',FL OUT 270:84 -t;3)` INV U - 5 C843 INU 0 0.74,{CB44} . C845 {CB63 d ~ ~ ~ r` rn 4,(CB44 ~ ~ ~ , _ - 9D.85 ~ ~ U ~ ~ ~ N rn • $ 33,0$ L.F. N N
- Rn P IN=272.3 MH G FL' - ' ~ SEMENT ( , CS~~- ~ 0:91%.. ~ INV"OU - 85 CB 3 RIM= 9 , p ~ ~ ~ ~ o
T I 8~ OUT=272, 5 (M ~ ~ ~ INV ~ ) ~J ~ o ~ ° ~ ~ i -F'• (,r~l 1 1 1 YI20B ~ i _2 ~ ~ ~ Z N r
~J jv a ~ `,113 ~ Yi19, . 62 1 1'01=293,25 Q m ~ 00
,I ~ ~ YI12 ~ T01=281,00 ~ { ~ _ IN =274 5 C 43 . ~5r ~ ~e TOf-281.00, ( ) =27 00 YI 20' VATE TOC= $0 , T ~ N ~ rn rn
SIDEWALK I .INV DUT= . IN IN= 5.11 ~ YI12A ` `w ~ INV•DU - 75 YI19 12A TDC= 82.85 ~ { , ` INV IN=286,55 C863 ' 4 ""1 - ~ QRAfN G iNV OUT= D Yi19A = 86.45 CB62 '~^~•~r ` 1 _ ~ ~ ~
d = 2 ~ IN IN= ~ .,,,f~ " ~ 4 ~ INV UT 27.6.{ZO_ ,4.69,{YI13) ~ ~ - EASEM NT N ~ ~
A~ / h ~ INV 0 T=2 4.59 ~ . CB23 ~ ' ~ . - ° , '
@ _ 31:23 L,F, ~ L..! O O " 0 _ a ~ I TDC-281.10. S ®1, I,Q ®1Q7.,...~...,~.-0 15" RCP 5' a ~ ~51 ESA - ~ -
r~ INV IN=275.87 CB23A ~ 1 ~ ~ 0.50% 20 PRIVA ~ INV IN=274:12 C824 ~~S 24" RCP IVATE RIM=283,0 ? / 15 RCP ~ o _ t
I OUT= 74.02 GB ® .05..% DRAINAGS~ IN= 6 . M ' MANHtlLE)I ~ @ EMENT 20 IVAT 2 ~ 31.7, •F• EASEMEENLIIIUT 269 - 20 C~OR RI =2 3.0 ` o ,36" C 283 Q A~ , . .
3A ~ r ORAINA N SANITARY IN= 70.2 MH'-F3 CA ' oo c~ . ,
z3 a'~ 9A I I ' ( ) ~ m .EASEMENT 171 N 3A - T01=278,52' I ~ SEWER ~ OU 270:. (MH-F2) i ` ~ MH-E1 2Q'' PRIVATE o tI~ .
p MH Cl (5 MANHOLE) o INV IN=274,45 (YI1) - ~ EASEMENT r--~ ~ ® - d- ~ INV IN=277.37 CB14 ~ DBL CB56A •o YI1 RIM-279.30 13 ~ cB61 IM=.287.76 DR NAGS ' FL OUT-281 O2 N , , ~ ~ TOC=287.27 •
O, _ e / INV IN-275:00 •(YI9) I T . 7 9A ~ ~ ~ ~ - F, FL IN=266:04 (MH-C2 TDC-281.22. ~ L(~ _ ~ NV OU 2 (YI ) I .d- ~ ~ ~ ~ ~ TDC-28t,9O ~ T01 281.00 . ~ I ' ~ NV IN=283.27 CB62
INV OUT-274.35 (Y9). d" ~ 3' FL OUT=265:84 (MHO ~ IN=273,58 (YI9}' " d- C6 ~ IN 1 =276,03`1118 ~ IN IN=276.22 YI19 . I V ~1T=283.17 CB61 ~
o INV 0 =2 5.5 '~B56A.. 1N .OUT=216.12 YI18 15 % ~ o • CB22~ P~ OUT~273.48 (CB12) ® YI9 - d- ~ C=284.44 " <L~ G 9.62 TDC-280,30 HCP ' Cam, DBLQ _ `TINGLE P INV IN=2 3.94` 1 1~ ' CB57 5. a TOC=283.94 C86D... , ' -C7 IDEWALIt vF• c ~ `
0 PRIVATE INV 1N-.273,80 119 DEP - 2) i ' -F . _ MH IN=273. ( ) MH-C5 / 9.50 L.. 1 AMP U OUT-27 .84 C041 ; ~ - ~ RIM= INV,OU CB58A TOC=285.18 cn!+ INV.OUT=280.OD CB57A RIM 8 ,72 1~ g~° ~ g x87 TOC=285:94 INV Ii =281.1 61
INV DUT=273:70 { ) • INV OUT= 3.5 (CB1gR~AINAGE ~ ' . :RIM. 282.43 ~ Q 0,5D% 5 ~ ( ~ ~ FL IN=2 .34 {MN-,C7) dN-C7) 275,98-C8) HC Q .
SEMENT ~ • FL N-271.85 MH-C6 ~18° RCP W W . ' - - 19.52 L.F. SID ALL(; _ OUT--2 34 MH~C6 0 'S' ( } ( } . F `:0 -271,65 MH-C5 _ (MH~C6}0 'S' 0 75.8 (H~C7} . I VOUT=281.49 CB58A - INV OUT .OS - ~ - _ ro SINGLE HCP
•DI ~ ~ U - 24" RCP - • - - SS _ - - - - - _ - - .-o., ~ - _ ~ w _
2, 8 D1P _t _ - - - - - _ _ . - , - W _ w a ~ -~--W~ ~W E~A ME~3 ~ PT= 9+,z - o
w r R ~ ~u ' w _ •.1000 ' • , -~~00 - - r ' Mfi~C
'V y 6F06 ~ r00 ~ 7400 ~ I_ ..__y.,~_ p - - - `-"I' r3 Q,,~``-- S ~ br .9 P-I r - ~ S5 e .F: ~ a+oa a+oo - - . 6% ,DIP 0 @ 0 a tl - 1 - :50%--'.._'_ {P- - @ 0 8• C •nae 287.98.L.F. _ J ~ g C _ ~ 236,9,.. ~ D,SR.a 0.50Y ~ ~ _ ~ . RIM N285 2~8
,60 - , • ~ - - 226.39 i-F, .74% WAL _ - TOC=279 3 " R .74% ~ 18,' RC - sr8~9 ~ I =2 .66 (MH-D1) IN=279.68 (M1i-E1
'INV 1N=27 . B1 - V • CB5~EPR SSIO ~ ~ ~ OUT=277.16
~ BL. -ICP INV IN=271,47 822 /I MH- ' ~ ' 2 - ) INGLE CP C4 MANHOLE} TO =285,62 ~ 1"~
D T z7os (cet) ~ ~ ~ o C812 • 2.24 LF: MH C2 {5 fIANHOLE} • CB 7 C858 INV I =278, CB59A ~ ~ ;,~,MH-D1 (n TOC 83.9 282 TOC=285,43 INV i -280 2 CB60 ~~j ~ RIM-283.79
TDC=281.07 0.60 y RI =281.99 ' NV.'IN= 73,29 CB13 4" RCP' _ HCP 'IN I •IN IN=Z .84 57A ~ INU OUI~-27 ,79 CB ~ ~ " ~ Q ~ Ft OUT=280.12 (#~H~Dt} W ~ W
~ 20 PRIVATEI ( ) ~ FL IN=267.2 (MH C3) , L CB56 I Deio ~ ~ INV ouT 272,79,{GBn) ~ ouT=2s1O6;(MH-c?j CEP ssloN;~ ~ v . , ~s4 ; INV. I IN`2 ,29 810 INV iN=281,33 CB58A ~ w ; 5' W J INV iN=278,14 C81~1 r t' ' ~ SIE7EWAL~59C INV. UT----2 ,04 9 CB59A
T- 7 0 -281 C=277.74 ~ - 5 MANI~B}284.44 53 , INV OU 2 5.0 _ CB9 . ~ INV OUT=278.04 CB1O' , r~ o - ~ r-. ~ TOC=284,47 ~ `v ~ T0C=283.77 (o (..1_
= EasE E T L.(') Q J RIM= 5~j=273.68 CB42 fNV 0 2 ,36 ' N=273. CB56A~ C~1 IN IN=279.23 C859B i IN~I~CE27~iL~ u / I o U ro ~ fNV UT=279J3 C859A RAMP
=270:4 {C r- r (_O ~ ~~~~.~5~ k~S3) ,27 CB7 r-' ~ ~ IN=268.89 MH-Fi d ~~Z
e: MN- 1 Z ~ ~ ~ 0 ~ a1 _ 7 ~ ~ _ ~ WQ =
fl 0 % 54 LF. @ .40 " FL -AAl) ~ ~ ~ ~ v ~I l i 3fi" RtlP
v~ cu 9, TDC=273.82 W o~r~c~ _ ~
=267.19 (CBi) ~ ~ ~ ~ m w
lNU.OU 267,0 CBB ~ ~ ~ r~ . ® ~ ~ can ~a pia • ' . TOC-283,17 f ~ ,J C3~ " ' INV 1N=279.62..CB59C 20 X 2~ ~
$#2A 0 . INU OUT=279,52 C859B C~O~ W ~ ~
INV OUT= 2.80 36"RCP
A , ' Q(2) WITH DETENTION=2.32CFS 20 NOTE' o EASE EN ~ Q
~ ~ ~ ~ N Q(10)WITH DETENTION=2.62CFS 5 L t, Mlnl um comer clearance from curb line of L Intersec ng streets shalt be of least 20 ft ram point ~
2 X 20 ~ ~ 8 ~ of Lange cy of the curb, Na driveways sho I encroach NQTE. , on this m imum comer deoranca. ~ V ~ T
pu c s ee s s own on ass p ens a eve ._L_. the full width of the right-of-way cleared and graded o
with€n 50 feet of all street Iniersections. The full width FROM CURB LINE OF of right-of-way shall he cleared and graded along 01d NT r Ci s R S A
AbumEa,-9eHolas-end-Foraatvilfe-Aa 3. For the propos~,d aeaess points on f3uifaloe Road and A T LEAST 2~' FROM THE '
C.FNERAL NOTES ~ I , ' ~ Forestville Road, Ufa owner/devoloper i~ responsible for ~
' 1. SEE SHEET SD-1, 2 AND 3; FOR STORM DRAIN/IGE SCHEDULE ~ ~ ~ I i , I 1 5 ITARY SE14ER MANS SHALL BE PVC SDR 35 , 2, ALL : ~ ) ~ , ; I any conflicts wlih ,existing ar proposed'; uillitles, drainage POIf~T OF TANGENCY. deNces, fire hydrants, utility piles. street lights, catch '
, UNLE OTNERN15E-SHOWN.'.. _ . _ . _ _ _ . ~ , . ! basins or similar obJects within 23-feet of driveway ' ~ o _ cenfedfne. Cbnsfru`ctlon`- drdwings will' nhow" un Tnset , _
~ 3. ALL WATER MAINS SHALL BE DUCTILE IRON Cl5O PIPE. HIGH POINT ELEV' = 289,19 ~ . 4. ALL MATERIALS AND iNSTAILATION SHALL BE PERFORMED ~ ~ 1 I showing all dfinenslone and other Information required HiGH POINT ELEV 285,92 ~ ,for construction, iThe coniractar will dorceci any errors HIGHI POINT STA. = 12+74,55
HIGH POINT STA ~ 4+67.72 IN ACCORDANCE WITH CITY jOF RALEIGH STANDARDS AND ~ j i AND 5PECIFICATION5 AND NC DOT STANDARDS~:AND I PN STA = 2+28,55 ~ PVI STA = 4?F41.14 j ~ ~ I ; ~ a ~ or omissions unco+~ered to the flefd. I 4. The WC access ramps wD1 be provided (n accordance PN STA = 12+74,59 ;
AND SPECiFlCAliONS WHER~ APPLIOABLE. ~ PVl ELEV = 281,34 ~ PVI ELEV = 291,25 ~ I I ' ' ;with the Raleigh EiTglneering Standard brewing PUI EiEV = 2$6.2D'; i ' 1 STD~20.11. Where sidewalk is not required along the ! ~ ! rn
5. NO SIGIiT OBSTRUCTING OR;PARTIALLY 085TRUGTINC WALL, 1 I ~ A,D. = 3,66 A,D. _ --7,•,57 I FENCE„ FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER 'Public ROW, curb Is to be depressed at a!I ramp i A.D. _ -2.OD I I i I locations shown oa STD X20.11. K = 55 00 . '
OB,lECT BENrEEN 2 FEET ANO 8 FEET fN HEIGHT ABOVE THE K - 3006 K - 30:3$ ' f CURB UNE ELEVATION 5HWLD BE PLACETJ WITHIN A S1CHT TRIANGI~t _ . - 5. Priwte .Streak-Inspection .Statemani ;.-.The . r, - _ • ~ P' iio.oo' vc eanstrucbon in action aF nvote streets within duster v
i , 110,00 VC ~ 230:00 VC ~ ~ ~ ; OW POINT ELEV = ,281,92 I i I r ' I ~ l.OW POINT STA = 8+24.98 I ' units, condominiurt~s, townhouse developments and m N mobile home parka submitted for City'approvnl is the i ~N
' EXISTING o ' ~ ~ ~ ~ PVl STA = 7+8 x.46 rosponslbglty of fhb owner/davelopor. 'Copies of ~ ~ ~ ~ w a~
rro co GRADE , ,c, h - i In o + ~ 25' RIGHT ~ ~ ~ PN ELEV - 281129 i ' i certified inspection; reports involving subgrade/ un rn j ~ ! ~ ~i ~ aggragaie boss, proofrolls, aggregato base and asphalt i ~ rO I ai ~ i wr''> N I
~ N ~ ~ - w ~ A.D. - 3,91 r7 ti ~ ~ ~ I i ` densiiios and thiclmeas, and other pertinent informattaT ~ i N 'n ~ II h ~ ~ 'must be submitted to the Clt~s Engineering Inspections ~ N I r'fi N ~ ~ ¢ w
I N + .°DV ~ ~ ~ _ ` 1 ~ ~ K =43.48 _ ...N.... _ - -t.7.. _ : _ Adanager at PO Box 590, Raleigh, NC 2 919 $31-6339. G~onfact Larr Anders,7602 ar faxed to t:i w Y on ~ (919}_ - v > ~ y
a -o ~ cmi I ` ~ w m m ` ~ - _ . ~i 17D.00' VC ~ i ~ 0 631-6810 io obtain details al the above requirements. ¢ m m i ~ w
s o rhv u7 ~ w w / / I ~ ` I ~ ~ i ~ , ' ~ ci ~ ~ / ~ ' ~ ~'r v ~ ; h ' as ro ~ f
i w u 0 r / I m; co ~ r`r- ~ ~ ~ ~ N EXISTING i I ~ N PROPOSED ~ a `m'" i
a ~ w f/~ v ~ ~ ~ _ _ ~p~~, I v j w GRADE ~ ro+ c00v o a a ~ ~ m m / ~ , ~ I tl ~ I> 1 25' RIGHT w CENTERUNE ~ i E}U511NG ~ ' GRAOE m m GRADE I
' ' 25' LEFT ' ~ ~ . , ice- _
/ U i , m w E>irSi1NC PROPOSED i , / ~ ~ , a 1.00 ~ ~
GRADE. CENTERLINE ' ~ ~ ~ ~ ~
25' LEFT GRADE' ! ~ ~ f ~ i I ~ ~ ~ ~ ~ m - .L . . ~I - - ~ ~ ~ aas~f~E t,, 24w 1~sIN, -
0 50 100 ~ 50 5 it ~ J i ~,i
' ~ I a: ~ ~ . e . .'I
B - ~ "i• i. ' ~ ~ / ' ~ i ~ .
P~A1V VIEW / ~ , 1S" RCP I 15" RC
i ~ 25 0 - 10
- ~~~g 1V I ~ I I ~ 18° RCPT ' ~ EXISTING r CENTERLINE ~ ~ 236. L,F. z 24" ~qV'
~ ! I i TQ 12 W IN ~ ~ GRADE ~ . i ; _ _ I I _ .m. _ _ _ I 0.56% 8 ,PVC ~ U~~i ~ CLR. ~.r 87.9 i. N..d~X.
PRQFILE RORIZONTAL - . . _ _ ( } ROSE HILL DR. ~ ' i ~
" ~ i ~ i i 3O RCP 97. 5 ~E. -24'°~kPl, a'~~~h
5 2.5 Q 5 10 r o ~ w ~ GR nNaiaiN i •hn N h n
: F. s 13 , 24 kRN, a ~ i 102.2, 8" VC ~ ; : ~ r, EXISTING + NN i CENTERLINE n ~ p zzp ~
: G.R. 124.88 L.F' ~ ~ ! I i GRAOE ~ ' ~~a~'~'~' I U ~ ~ V
~ 8' ~I a . , . ' ~ E ) ~ 0669' 1N i, , ~ N x~ N 'Zv ~ tLl
24 ~R~l~ ~ l 8 DIP ; ~ 1P v~. I @ i 8 Serer Catletlkm~Cdenatan System : ~ ,g..pp ~
~ GR 3 L.F. 0.50% ~ ~ v, tO The cry or Rdetgh wnaa+{ • 287.0 I i +fl ~ 0D r ! d'ro ~ ~ ;uu qon. me material aq . ~ ~ N ' m N ke' ~;11w Cry of nofetgh conaante b tM conna•1Mn old eetemkn o} Uro Cay'e pubGa'.aawer eyalan ae shown on ~ 'rn~ UTEUTY IN5TALLA'fi0N5 AND OTHER PU~UC ~ Q r` ~ ,Ule plan. The matedal and aaaeuvcaona meUOda vaed Sor Ub proleat chap aahfoml to Ue agla Pobra r;nlril' FACIUiIfS, INCLUDING SIDEWALKS AND+NANDICAP ~ J N ~ utti7iea Rm~dbooke' abondm~e aM epactnwtwna_ r~~nN RAAtP5 ARE TO DE CONSiRUCTE6 ON 'AIJ. STREETS I 1-i-1 (L
I ~ ®0.50% 8 DIP I ; ~ N ~ ,rnd, ~ II uutinea NanaUoo > "/J h+oa~~. AS SPECIF~D 9Y CITY CODE. THESE FACILITIES ~ ' of Raleigh ~ I U ~N II ~ HAi~ BEEN APPfIOVED BY THE CITY OF RALEIGH i U
93 ~ F,203.83 L.F. i ' ~ ~ N II a ~ ll ~ ar Raleigh 0 z ~ z maven DepaAme~ t QII....O ! I n a i 0'~ , ;tom i ~ ~ ~ U ~ Z M ~ j T Q ~ _ J kCon~vl1ian Appro.97 aepaAme 'Conahva1ian ,tpprpyt Pe,mit / • • 11 ~ D ~ ~ d k ~ x~~w IS AUTHORIZE ~E IWR51T Et~APAROVA A FUB~UCE LL ~ ~ ~ rn a W
v,a ~ ~~w ~v l 1. _ _ I _ _ 0'..,... ~ I _ ~ I I , . . -@ ~"Dlf. O~ t~ i ~tD ~S~ ~ ~N Sy`'' I i~N i0ale~ u-~ l ARETO.6E-RECORDED_ . © ~ _ SANITARY.SEWER EASEMENTS. ~eale - . Q _ _ . PRIOR TO RNAL'ACCFPTANCE i _ . ~ _ ~
SN 2u , Z~ !v I .Z ~~1 Z , ~ .~r~ Q ~p I Wn ~ I a IA ~ Q~(j ~n P BtIC ~ TRANSPORTATION; SER ~ ~ ~ ~ Z ~
Ca l1) ';C4; •l0 'O Ty~~~~ in Mp7,hN ~ N.¢O~~N 'v3 p~OCDN ~ ,The CRy of Rdetgh ooaeent water o~binlan/Edemton s~rtam ~ W ,The C0.y of Rdetgh oonaents to Ue aanmMkn asd edenebn of Itn Clly'w pub4e;water ayatem as shown an PUBLIC UTILITIES I ~ ~ Q ~ J
in MCTI N _ '"iN II N.~NN II at,~~N II ~ ~ ;'Ws plan. The matedol oni I N. R h ~ ~l U N N. II O U Ifj N II II a O ~ N II ~ UG'Etla Flolgtlaab 6501(laq ,'thh plan, The matedol and aonatruouam meNoda wed for Ufa project eha6 cantatm to Ue Gty'e Fubra ~ F ` , ~ ~ d 'Utaues lhn0ooob' alonporth aM apecnlootbna: `,'1'44t~
i j7~.R~d ~ - I "Il~.~d ~ ~ IQII??O I "II~O ~ CNyolRaidgh ~cny or naregh ~r~' ~ CONSERVATION Et~dgNEE ~ ~ ~ P"buc UL1'tie9 acpa,trnmt Parrdt + ~ m
(r / ~r ~ ~.'~e ; T h ~~J,,,J S V- ~..LJ y,~ 5 F-~J J ~ ` ~PUDVC Uf5Ue9 OC(AltmE+t1 11~I U117~UL~U 1 t •C V1 Q''ly 1J. !'i fn R'IL IJ.IL .~tN~'LL LL t ` nn Conalnxtton A{pra+at ~V f/V , I~NNIN l1J •conatnxaon Appra+ol J N
Rat9 U 00
V ~ iD N ~ O N ~ N w ~ ~ N ~ ~ f~ yM, O N O cfl ~ ~ ~ M h O c0 ~ O ~ lt7 ~ d' ~ 1+7 pi OI Oi OW ~O o7 Q O N7N tD ~tD O7~ a6i OOi AIL stn Nj Wnj I'1 ~N ~ ~ N~ ^ ~ = DRAWN
h l•, r, a7 h h h W p'-j m aJ a] Opp 00 rn 01 Q7 ~ a0 07 n h r n h N N N N~ NO N N N~ N NO N~ N~ NO N00 N00 N00 NfA N~ N~ NO N N N N N N N N N N N N N N N N N N N N (~j ~N nM ~P7 mod' oNa~ stn ~u7 cif) X41 ~ ~ N NN NN NN NN NN NN NN NN NN N N GMM
CHECKED
9+00 +00 ~ +00 2+00 +00 4+ 0 + 0 0 5+ 0 6+ 00 7 8 00 + 00 APPROVED 00 10+00 11+00 12+00 13+00 14+00 GMM
GMM
ST DATE IlllUnlr p .
O M a0 O N M d• ~ n O tle N O O a' C4 tD If3 C7 h
O D qq O a0 C M h 00 tb ai ~ h ~ Vi 11f e'i O W at) W h 00 O ~ 00 m O C7 ~ Iq O C+ h h h h h N N N N N N N N N N N N N N N N N N N N N aid rn tarp ~sn~ ~ ~ ~ u~i ~ C ~ i J ODE r~ n OJ 0.1 00 as W a0 a0 DD N N N N N N N N N N aN
~ .
~ ; A~ ~ ~ RAWING
o , ~ Na.
h M N N h C? h h 117 p C7 h ~p If7 .t ~ ~ d a>D m Cn 16 1'~ Ci M7 c0 00 O ~ O U7 Vf I~ s!' ~ ~d ~ h h h h 1~ 00 00 DJ n0 Ol ~ O~ Qt o] 00 a0 h h N N N d m M R1 N f'~ N N lt' as 'd' ~ ~ n r h a, 05 w oa W as m m ~ q"•.p..••~\'\~ _
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N /•rf(~~`rrlll 1~1~~' 4``
~ i ~ ~ ~ U
~j

ao ~ ~ c 2n r
~ ASEM ~ NOTES U
N o- v a m ~ - c~v e II II e~ CP O / 1~9 C c N \ ,z n ~ ~s ~ ' ` II m II - " o M' I DEPR S DN ~ ~ 1. Minimum corner clearance from curb line of --I
NNV f7NCI ~~Z Z W ~ I ' ~D ~ NvoaW ~ ~ mtom ~<d a ~ Op CrI J W N N N C ~ interseating streets shall be at least 20 ft from point J ~ N _ - , U ; of tangency of the curb. No driveways shall encroach
• my~ ~cnw .,,J .yY a.~a II II .C ~ ! 1 70 C~ SIN" ~ fi5.92 on this minimum corner clearance. a c > v
~Pi7. ~r~N ~ NN II C= .5 I ~,I A P ~J. 2. All public streets shown an these plans shall have ~ o o ~ ~
a a © NV• 1N=29 . CB 1~ fY the full width of the right-of-way cieored and graded ~ d _ ~ o v r~ . r ~ m ~ ~j within 50 feet of all street intersections. The full width a ~ ~ ~
N ~ v C* w a I' , I~ ~l ~ Cd „ ~ ~ ~ ~ V of righ#-of-way shall be cleared and graded along Old •U ~ ~ r` N rn
N • „ IN Mllbumre, Buffalos and Forestville Roads. J -a N N ~
° o •so ^ ~ ~ / ~ / 70E=295.66'• O ANA CBfi7 - ~ _I EAS L.. eP ' ~ ~ 1N=291.1'4. ,CB6 r r TOC=3 - - q _ 2+~ AS EN 3. For the proposed access points on Buffalos Road and ~ ~ c~ o ' ~ ~ Forestville Road, the owner/developer is responsible for ~ ~ z r ~
~ ~ ~ ~ !S, _ ~ % • NV 1N=289.89 70 ! ~ ~ ~ cU ;`frl ~ I INV IN 289. 68 ' ~ ~ , ~ I r .a I ~ ~ ~ N ~ ' ~ ~ ~ : . D OUT=269.7 CB69 ` SI EWA 81 INV' U =288: B ~ ~ any conflicts with existing ar proposed utilities, drainage d p1 ~ ~ ~ ~
N devices, fire hydronts, utility poles, street lights, catch
top N O _ basins or similar objects within 23-feet of driveway ~j ~ ~ m 75,69 L,F. ®0,54 42" centerline. Construction drawings will show an inset ~ ~
~ - O ~ z < ¢ { N 9A T ~ I " ~6 O ~ t ~ p showing all dimensions and other information required ~ ~ ~ ~ ~
_ - ~ x - u ~ ~ T 98.92. ~ D zzN NN INV I ~ OU 92, ' I II II m - m I Cn N=28 CB67 f ~ for construction.. The contractor will correct any errors ~ ~
i ~ ` ~ ~ N N N ~ A ~ Q z IN~m~ n UT= ,26 C ~t < II 9° g r \ ~ ~ or omissions uncovered in the field. o~~ 4. The WC access ramps will be provided in accordance l`
o m D -o ~p+ ? ' N d ~ ~ s 11. ~ 20 RIV 20~ RIV _ 3 JL with the Raleigh Engineering Standard Drawing U
m N o ~ ro ~ sr °I° p D AG T}~~}},01,0 'i~ STD~20.11. Where sidewalk is not required along the ~
~ II r r ~ a ~ m ~ ~N.I ~ ~ ~ CB46 ~ P 0.+ ESQ, 3 " "q ~ • EME II I o ~ a ~ D ,p 'p'' CB6 ~d 0 EME T ~ ENV ~ 6, Public ROW, curb is #o be depressed at all ramp
o`''~° '','a~i II ~ ~ 3~b . INV! - 86 B66 h OUT-28 locations shown on STD #20,11. 96 B66 . INV IN=2S6. 5. Private Street Inspection Statement -The
w 9 .n. N . 5 CBfi5 . 5 CB65 . o construction inspection of private streets within cluster
L m Z ~ ~ ~ z o ~ I - .p.. ` ~ ~ . < < ~ ;~Q,' ~ 9,26 G 0.9 • .SID~IyAL oo.. _ o~~, ,R ~ t~ - - units, condominiums, townhouse developments and
~ _ . 9 - C- -a INS j 2 9 5 mobile home parks submitted for City approval is the ~ ~ - responsibility of the owner/developer. Copies of
m z .l m< < X71 I ~ ••-r ~ N m~ ~ N ' C964 TOC=294.95 certified inspection reports involving subgrade/
t c N no II r~ c - DBL.'H SB .p. - INV IN=287.20 C665 q I aggregate base, proofralls, aggregate base and asphalt ~ 287.14
1. z ~ ,a u ~ ~ ~ w ~ II No RAMP -TOC=295.0 N ITi ~ cn 11 ~ fl I ~ ~ ~ / N oo c~ ~ o' ~ ~ m ~ . N o N _ m w tl, . - ~ NV IN=289: CR. , 0 ~ ~ RAM~664 densities and thickness, and other pertinent information ~ ~ < ~ Y mus# be submitted to the City s Engineering Inspections ~
S !p .a m. ca c m W ~ ~ ' , ~ N `B . m ,i o cn z93' . T=26 45 CB6~PRES5 N i ~r Manager at PO Box 590, Raleigh, NC 27602 or faxed to ~
~s~n' n u NN BL. HCf~-.., + ~ ~ ` ~ ~ a ~ N N ~ fCB63 ~ ~ [phone]. Contact Larry Anderson of (919) U ~ : - 831-6810 to obtain details of the above requirements.
• 1 ~ • ~ w ~ m o ~ - - 90.85 „ , ~ ~2 33;08 LF. ` w 1NV` _ _......-RIM= 9 , ~ OI
~ O1 ° ~ ~ 4.91%.. OU 85 CB 3 - n ~ ........._1 , ~f1 ° / ~ N FL I -286.55 (MH ~0 4 1 ~ ~l..~
1 _ ' 3~ z ~ ~ Yf20B .35 (MH-H4} 7 ~r !
F- ~ 06+1 N c 6 TOI=293.25 z ~ w.. ~ w. - Nµ-1U.LZ~ lay N5 ~ ~
~ z ~ W. _ , ~ ~ ~ zs5.oz ` NDTE: ~ ~ FL UT=28 ~9 (MH-H5)
~ II . ~ ~ o ~ INV IN=286.55 C663 ~ ~4 C ~ w. b' ~ ~ • ~ MINIMUM CDRNER CLEARANCE ~ ~
~'x~~x • ,
iv `I 0 N~ Wr m o~~~~ x ~ 1 NCN ' c N ~ V W ~ p~ ~ ~ I Ol g 11/ ~ ~ ~ 0 X5.6 FROM CURB LINE OE ~ w ' IN-291{NV INTERSECTING STREETS SHALL ?
as , D~~b 8. X00 ~N ~a ~ `5' !T _ ~ ~ w,l as I N x m II n 'SI EWA y
I ~ a V " •rl ~ _ ~ YIZOA BE A T LEAST 20' FROM THE ~ w
1 \ ~ ~ ao - ~ N _ N ,1. ® INV, IN=286.85 INV, IN=286.85 Y120
u~ / ~~u, z a ~ m °z-~ n ~ o - L o m c u o t INV. OUT-288,7 POINT OF TANGENCY. ~ U ~ ~ INV. 4UT=288,75 T01~292.45 ~ • , Q ~ z
o m ~ ~ r / ~ _ ~ N C) ~ Ln MH-El 2~ PRIVATE .sow _ . • m ; aSi ``n ~ _ / Z ~~N M=267.76 DR NAGS. 7.g¢ INV. IN=288,43,
~ ~ ~ < ~ N CB61 FL OUT=281.02 - ' N ~ - ~ ~ ~ TOG=267.27 - . 3' . ~ ' ~ ~
~ ~ w ~ V IN=283,27 CB ` I ~ 0
I 8 /7 II ~ 62 - y' O o-~ 3 ~ ~ 'mm~ N I VOUT 283J7CB61 n s a ~ Ds' 1 Ohd ° % e z m } ~ 1s~.33 5°, o , . o. ~ p G~N~RAL NOT.,~S C ~ ~ C'7 p 1. SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE. ~ W ~ W
~ <m. oo ' F• .m can'` r~ TOC=265.18 u++ ' ~ 2. ALL SANITARY SEWER MAINS SWALL BE PVC (SDR 35)
I ~ ~ °j / ~ ~ ~ ~ - INV II =281,1 61 $10 0°~° ~ g , UNLESS OTHERWISE SHOWN. n ~
' r'- r'I- r~ A.a. II cn II o w < INV OUT ,OB H ~ b.• Q 5 ~ 7 ~ Co m `,II f- . p p~zll - n ~J 9 :a 3. ALL WATER MAINS SHALL BE DUCTILE IRON CT5O PIPE. I-L..
C N -f Z II mom. oo d V . , , z - ~~ll m_ ~V a,ll..N - , . c N ~ N II ~ ro SINGLE HCP / 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED Q
w w o ~W _ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
JL AND SPECIFICATIONS AND NC DOT STANDARDS AND ~ IZ
~ 1-'
~ ; C C U ~ T AND SPECIFICATIONS WHERE APPLICABLE. ~ 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
PVI STA 2+50.54 ~ I ~ ~ i , ~ M FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ ~
rn PN EL V'- E ~ 293.06 , t ' N OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE 7HI; ' ~ I CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE.
A.D. - -4.24 M o ~ ~ , ' ' ~ K = 30,68 ~ v > h a~ ,
130.Q0° VC I ° N ~ ~ I HIGH p01NT ELEV = 296. 9 . _ . _ C10
w I! II _ ~ HIGH p01NT TA = 1+50,65 I ; ' ' x > I
PVI STA = 0+8,23 oNO ~ ~ EXISTING ~ + I PVI TA = 1t20.D4 ~ ~ ~ ` 1 PiJBLIC r ~ CL~ I Sow¢r Cdlectkn/Extansfon 9yslam `"`1?
hm w GRADE ~ a N w ~ ' I PVi ELEV = 28M30 ~ ~ ,ri ass ~ PN ~ = 291.06 I G Th¢ City of Raleigh consents to the rnnnecUan and ext¢nsbn o} the Citya public sower syeiem as ahoMn on I this plan. The materk[ and constructions malhada used for Chia project shall Conform to the City's PuWie r'ti/'~ ._..,.1
A.D. 4,24' + m ; 25 LEFT I m ~ a .---s ~ -3,92 ~ ' ~ 'a N ' m ~ K - 30.6 ~ ° 1.89 ' Uti' a ac' cations
' 8 ww I - - ~...._....Gi. - - - _ _ v . r, 130A0' UC ' ~ m ~ ~ -~08 .~q ~ 25 ' VC . j-.. ....I. ~ Idio HangbooW atondards and P ~R W ~ City f Role r PabliC UtdiGp Deportment Pemrit ~
I Conelrucian Approval ~
' r / i I I to (V 1 r _ W i t ~ !/~..7 Data , ,
- 'PROPOSED ~ rn N h ~ EXI TIN S G a + EXiSiING ~ N GENTERUNE ' m ' CEN R I a 00 Pueuc
' cMV GRADE v lE NE iri c;.i 34;m . X25' RIGHT ~ GRADE ~ ~ tilt .ll ~ m~~ > ~ W ~irn - O m N I m + ~ ~ Q water DlstrihullortJExtenslon system i ,
` N > t - ~ N m W .~h. .N ..r . I. - __Z rill _W _ . ..i .I _ a m ~ ~ ~ rn ENIST G ~ ~ ~ ~PROFOSED m . _ ~ ~ ~ ~ ~ e Cily of Raleigh consante to the connecCron and extension of the City's b6c renter teen as down on 'OSED ; N U .this plan. The malarial and constructions mathcde used tar this project shall conform to lha Ciiy'e Public
~ ~ ~.r h°I' ~ ~or~~ ' w N CEN R ~ m CENTERLEN . EXIS a d ro v ~ ~ 5, t5 TE L E w~ U E ~ I ~ m m ~ j ~ ~ ~ °o II GR E ~ GRADE AI CERLIN~ EXISTING ' + EXISTING i UEilitip Nondbooke' atondards and ¢peciRcalions: r GRADE ~ ~ ~ GRADE ' sty of Raleigh
o II II ~ 11E INTO 8' VI/L IN d' 22.5 ~ ~ W * W tO 22.5' LEFT', M o ~ ,22.5' RIGHT PaWlc ublhles Department P
oa' ~ ! ~ ' ~ w m \ I~APiEB?p.RE OR. ~ • ~M ~ i , ~ ~ FlRE Construction Approval
xN w ~'¢S `ter ~ -1.00% I HY~ AP1T Date
I m a a ~ I ~ 1. J... . ~ . 1 r.,_ ~
i i r. -
, _ ~ I <p M pip ~ ' ~ ~ r ~ Ui1LlTY INSTALLATIONS AND OTHER PUBLIC
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ' RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS
IallO , ! A5 SPECIFIED BY CITY CODE, THESE FACILITIES . HAVE BEEN APPROVED BY THE CITY OF RALEIGH
e av~i~tL-' . ; . _ I t- AND SHALL BE 50 INSTALLED UNLESS A CHANGE . . . _ ~ - . C IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC
t , v ~ 36" RCP $p SANITARY SEWER 'EASEMENTS ARE TO BE RECORDED 36 RCP I PRIOR TO FINAL ACCEPTANCE,
I ! Al ,
1B~ ENTO B' 4'rJl. #id 8 • 4 I JA~dR'1l:1REWS DR. 113.00 LF 8 PVC' TRANSPORTA'RON SER S ~ ~ ~ ~ a~ Z
g9' ~ I I pVC ' r 136 I , g0.9%~ E i ~ ~ ~ ' PUBLIC U71L1'RES ~ O
Nm ~ ! LF. I I m I 2f9,29 _ , ~ r..... x. -
TIE INTO N zu ~J/!. IN I - I _ CONSERVATION ENGINEER l 3 C7 ~ ~
h ~o ~ ' BR1CH~IOOR VlAY. a ~ ~ ~ ~ ~ ~ PLANNING... ~
p ~N M~Nr i , I
i OO~N 11 a~ ~ i ~ k ' ^ I agzQ ~ ' i F r-.~ - N ~ W
i i i ~ N 1-- x ~ S ~ ~ j. JU~O
~ t~p~MM^ , ~ ! mod, F~1 ty~ 1
~ O.}.hrn,nhN ~ ~ ' V''fD~ I NQ~ ~Qf~O N JNtf7
NNII i ~ MWryO d 112ZO ~ ~ IIZO .N+mr~ LLJ ~
i ' ~Vtt~Wl~ts. ~ ~(n~ ..1-.. saN~ ~ a U ~ i ~ O f'7 ~ Z
I, ~I I ~
i i ~ ~ i i I ~ i W ~ _ ~ ! I O I
i I ' ;I , Q ~ V
La_
i i D~71'U~If lsLL'P ~ ~ ' I DATU~1f L'LEV
260, 00 270, 00 ~ ~ ~ w 00
~ N U a0
M~ NM M~ d~ mr0 ~NI O r'7 ~.d ~rn rN pp !`~O, ~ J i0 00 O (V N M r7 ~ ~ O cp co QMi `r d ~ N ~ c0 ~ t0 ~ t0 r`l t[] ~ a0 ~ DO `f W ~ tll h 01 O O] N 01 M 6° ~ 01 O~ 67 Ol O> 01 oQ f~• ~ N LU O ry ~j f'7 ~ M tr
N N~ N~ N~ N~ N~ O1 01 !n 01 fil N NQI NQ7 Nm N41 NO7 NOI N N N N N NN N N N N N N N N N N N N DRAWN NN N N GMM
GRAPHIC SCALES CHECKED
o+oo • 1+ + o+ ~ oo o +o + 0 2 ao 4+00 3+00 ~`I" DOJO 5JO 1 OO APPROVED M
GMM
START DATE
t0 d' K7 00 O! 0> to h ~ M'1 ~ N d Ol c0 PLAN VIEW aI,HRHI r,,, ,
N UO 01 01 67 ~ ~ ~ ~ ~ Q~1 Obi t7f ~ Ol d7 N N N N N N N N N N N N N N N N N N N N N ~ O ~J QJ O ~ a~~ , ~ Sp . ~ JOB CODE • , ~ ~
PROFILE HORIZONTAL DRAWING t ) ~m . ~ No.
h 00 iY1 IL7 h O> c0 N N N f0 N d 1f7 st M7 01
OMO ~ a~0 O~Q 0~0 OdI Ol N M ~ ~ 4Ni ~ ~ OMi ~ 6~i ONi ` N N N N N N N N N N N N N N N N N N CSNi iT Cn tl~i O¢i ~~i ~ t4~NNje r*1~ ~ 1 N N N N N ~ `//A!~~/ ~C!'yM G~~ ~1~~~~\\\ ~ I
E I o~11il~IlllUu, U PROFILE (VERTICAL)

i..} f f.. / ~N 4 't ~ : N II
W W >c~ In W ~t d ~Q ram ~ ~O O
~ p I tD v ti? 1 a (I 1 f ~ ~1 t J LLI m N n: U
~ fl 1 Q . ~ N C1 e ----J
r r ~ i" ,o , ~ a~ a~ w
,r ~ o I o c > v
fi f ltio0r W ~ J p N UI-_ ~ ,W ~ ~ ~ ~ O h 00 [tl ~.7 K O~~oo .'~i~ ~Q Q cQ/Qt' \ , 000 ~N. II p.M nRl" OLJV ~ro T~ h rn
V M ~ ~ _ . IU N Z i~ Z
~ II ~ ~ 4~, iY~ N II ~ m N . DO N J M 0. ~F m ~ 4 0 ~ \ J N r7 i z {p Z 0-~' ~~I~no
tc~. Q I 00 ~ _ b9Z N ~ ~ ~ z r co
UZ ~z~R g 0' ~ OF-ZZ', oQ~' o!~ F ~ ~ ' ~ ~ ~
_ ar . , t7 7
,V -f ~ U OU+i ~ w II I Q - "
m Q SOS' ~ r g I ~ ~ q~ r sW ,V N(nW I I ~w
o 0.®~ ~ I m ;Nt7 4 ~ ~ U ~o rn'c N 4 ~ fq/1~
!8'b n ~ ~ o j z { .za 9~0 " ~ ~ ~ Q zq m moo O _ ~ ep CQ ~ ~ N ~ U ~ tl0 ~ W N Q1 m,, N ?I! . ~ Z U \JVI}~
~ 2~~~~Q ~ ,v n ~ ~ 8 0 ~ N r m n: S A N N Q N ~ Q H ~ VN II III I~ ,,3
$ ~~t '.N. U ~ O i ~ N H LJ ~ ' N ~l ~ roarnro o j°slA° y - ` n 01 o mN~z ' ~ ' N ~~zZ~ ~tzk O
~tl ~ , o O n II m U - ~~O ~ rl, ~ gar V ~O mU, o I ~ ! o U' Ul r ® i~ N ID ^ r 'S ;'r.. N ~ O ~ ~ ti
O ~o 0 CA N W ~ f n U 7> N Il .0 ' i 4hoh I•cV In 4 mOZZ II~ ; I+h' t -tl.~ I rn d,7 d UI-__ ~ C= 34 U~ . O~~
~ r ,'aa~ •NOv4 ~ F' ~ We I z a xm 'Z / - M _ ,
O 2 sue! o.o ~ ~ .y o 1 SS. ®q pS, ~ 'vF• ~ 'I i ~ .05 LF. .05 LF. ~ _ --f:~
- ' ~ ~V '4 O ° , ~ p 1 L.F. _~54 DfP...._ ~
0.7 ' ' U h..~nn U",ti' w \ a mrmm 4 CP a. m ~ . ~'5 RC4 a e F. 7,53 L,F.~ .
a 0 RCP
n cD c0 U ~ - I ~8 . . f ' 'N ~ o rn bap ~ F A +Y d
M ~cl ca m II . \ I d~° ~ 7k " ~ it 9~ 0
~ J , a MMatM ~ .1 +5 J ^7 ~ ^hN^ '
L,O ll / hZZ 2 OOrnN M ~ i I ~ N MN N r' OW^ JN~m ' ~ ~ "v C..7 Nr•1U U~NN
z-Z I ~ ~,,~NN to cn..' D ~ II N•- mew f J z i n tl II I Li" 4: J~ mm UUM~ m,ri UNi+7 Cp~tn :~~5 UW V UN~ I~ O~~
II g r ~ ~ ~f ZZ~ NN H 4Q, ~ao ao'O VV HNN UN _ r~ II No > O II I! ~ sf(4 U W r ~ N ~ Q I ~ ~ II N C U~pMpN U,~ ~ =~iN4a7 tr ~Qi Oi ~hl'~ N N ~ >ncOCntDip NN a Ncl IIN ,Lj~~ WI V~m~U II I! ZH
R 11 z 3~ .a - . m ~ a rn ' I rn ~ ro _ o ~ N a C7 ' , i > U U UI'rD n m' I Vl: i T~ ~ ~ ~ ~ N N } ~ i N ~ _
f ~ ~ ~ Z ti'Q mm ' fD m : ~ n. } II if f ~ O I UO~im V ~ J~ z II ~ -h ~ - - fir.. ~ l..O uomN z• Z ~ II z ~ 2"} ~ L~I
_ 0~ . N V: o 6 ' If ~ b ~ /1~ [A i- N Ln Q C J 'cO1v ~i•rror rn ocY 7 z 6 Z yU ~ p~ NN~ '3 I II_o
II CP oi,ai z I I I w
F. j z u z~ o z-~ 8 I
f A d 34ti 3 'U Z o Z ; f r ~ w - z -
' I ~ o h.~N .h 8'~ 1 G Nllo ~~S ~ ~ ~ ~ ,
LD f ! N ~y / a n m ~ II ~ o I w W ~;.~i M' r... LL. N,
/ m rn u) r7 PC = 1 +B iB U r-• z z ! , ~ ~ ~~C~ , 4 J M 'a~ - l '~s W ~ ~
~ ~ g ~ ~ g III s m I r ~ -a .+a , O ~ r+ J ~ ~ v II ~i I r? a • ~ W I~ ~
I~ 1 h ~ ° o, rn a Urn _rn 5° ~p P , ~ DD r7Q""G7 uld'tbT~
II ~ II I ¢ c;[ ~ w
~ QQ
LdW POINT ELEV = 306,74 ~ HIGH POINT ELEV = 307,4A ' I r.._,__.......... ' GE~1 NOTES ~ ~ ~ ~
' LOW POINT STA = 0+76,27 HIGW POINT STA = 1+96.46
' PN STA =0+78.27 PN STA = 2+18.21 _ , PVI STA - 3+86.02 I ' ! pVl ELEV = 3D6,49 ! ti ~ - ~ ~ ~ ~ ; PN ELEV - 307.89 PVI ELEV = 30',4,62 ' 1. SEE SHEET 5D-1, 2 AND 3 FO STORM DRNNAGE SCHEDULE. ~ Q 2, AU. SANITARY SEWER MAINS SH LL BE PVC (SDR 35) S J
I, a ' A.D. 2.OD W IA,D, - -2.95 A,D, _ -2.2;4 ' I ~ UNLESS OTHERWISE SHOWN. '"'~j / n n
! I ~ I: I I _ 1 ~ K - 50.00 I r K 45,75 - a.. - a - 9,21 I ' ' z .,o L ~ _ . _ _ _ . 3. ALL WATER MNNS SHALL BE DU TILE IRON C150 P[PE. V ~ LL 4 ALL MATERIALS AND INSTALLATI N SHALL BE PERFORMED ~ Q
I 1 . . , t00A0 VC i a a 35.OD UG 110.00' VCi I ~ ,o ~ a ,..._.......,.,.i.__...._._..........,.,.. ' IN ACCORDANCE WITH CITY OF ALEIGH STANDARDS AND
' ~,Uj i h ~ ~ ~ - h r' N O ^ N O N'tl' ~ p LA ' I ~ • I W N ~ N c}• ' AND SPECIflCATIONS AND NC T STANDARDS AND O AND SPEgFlCATIONS WWERE AP UCABLE.
~ ~ o ro • rn u°> E; a r ~ a h `O ~ ~ to M ~ PVI STA = 5+42.86 e ~ 5, NO SIGHT OBSTRUCTING OR PAR ALLY OBSTRUCTING WAIL, ' FENCE, FOLIAGE, BERM, SIGN, P RKED VEHICLE, OR OTHER
~-,a ~ ~ ~ ~ + M ~ ~ II r ~ II ^ c i M N PVI ELEV = :298.05 I i ' OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
U tm ~ ~ ~ ~ d1 vU ¢y a d,ylQ; n I w I rii ~ ~ n i A,D, = 1x04 ; I ~ I I > U w~ m m w rn w rn ' U > > m U _ I ' w w.. _ _ o K - 96.19 I CURB UNf ELEV. SHOULD BE P CED IMTHIN A SIGWT TRIANGLE.
U n ~ ~ . , _ ~ N 00.00' , C
h _ ~ ~ ! n ~ m d, i o ! i m - ~ m ~ ~O ~Nl ~ I ' i '
' NOTE: ~
' , J ,.j > ! W to I ~1 J ~ _ _ ~ a w I EXISTING stn w + ~ ; I i Q ' '•y ' }-J d' MtN1MUM CORN R CLEARANCE
9D1~ AND dAC1l UNDE12 : ~ ' \ tirv `~y ~ f3llFFALOE ROAD !~D llf INTb ~ b ~ - ~ m ~ GRADE I - V ' 5' R ; 27 IGHT . FROM CURB LI E OF
~ ~ m _ ' _ _ _ ~ INTERSECTING TREETS SHALL
N ~ am ~ , BE AT LEAST p' FROM THE
I ~ ~ \ ~ Q~ ANN UN4 ~ ~ t POfNT OF TAN ENGY.
V 7" ~ ~N! N ~L N I
' 8' NJ ~ BLQW OFF ~ 9y, ~ I > ~ ~ ~ , ~ Pm ASBEMBLY `i a a W; o d PVI STA w 9+71,51
. _ . _ . _ _ . _ _ _ ~ _ , pN 8' W pN ELEV = 284.57 i
iNSfAIL ~ ~ ~ I ~ ' ~ ~ ' ~ t A,D, = 215 K = 46,59 ~ '
PH 2 ~ ~ I ! NOTES: ~ ~ ~ EXISTNG ! , 100,00' VC
1. !Minimum corner clearance from curb line of I ' ~ ~ CENTERLINE in 'ersectin scree I ~ ~ ! ~ ~ ~ EXISTING GRADE
t g is sha I be at. feast 20 ft from point ~ ~ GRADE I ~ ~ I of tan enc of t e curb. Na ' riv a all ew sh , encrooch 9 ~ , Y ~ Ys ~ .5 LEFT 27
. . an thin minimum,," corner clearance:......, , , _ . - - - - _ . ' ' PUBUC
2.!All public streets shown on ahese ions shall have ~ ~ N ' h P ~ ~ ! ` i ~ w ~ a Sarin CdlectSon eroWn System iA 4 ~ fie City of Rckagh camente to Ne connacGm aid exGnei W Uw Cit~'e puMk sewer 6ystom oa sham on
the full veldt of the right-of-way cleared and graded I m 3D" RCP ~ U ~ i OPOSED ' within 50 feet of all street intersections. The full width 5' ~ ~ N N ~ ~ thls pion. fie moterlol and caraLucuona meR»ds used for Ihb protect sboG cordarn iq fhe CRy'e Public ~ U6Tittes Handbooln' etandada and spcclRcatkm:
of ~ right-of-wa ;sha11 be cleared and raded ~ alon Old ' 30" RGP ~ TERLINE ~ ! ~ N Y g g 30 RCP .3. GRADE ~ ~ iu ~ N pmj ~j ~ h ~ ~ P~ubVo Ub~lUeah0epartmen! PmNt ~ r
Milburnie, Buf€aioe and Forestville Roads. 30 RCP •159,' ~ ; U U ~ 4 V Z ~ m Q ~ p Conelruclian Aplxowl
3.;Far the proposed access points on Buffaloe Road and m t ~ m _ , _ . I i ~ Fo estvllle Raad, ,the owner/developer Is responsible far ~ ~ . ~ , - ...,Q.~ ~1 m. i ~ ~
. an fllcts with exl } con sbn or ro osed utiliti s, draina e ~ I 24` u; Y 9 P; P g 9 3 0 ~ ~ U > m: ~ - ~ ~ O PUBLIC
i r devices fire h ra ale yd, nts, utility p s, street lights, catch i i a * N; ~ ~ ~ I W W U' O ~ ~ Waler OfatrPouSat ensign S~slem ~ ~ N i V i,.J ~ ~ Tha City of Raleigh coneeida io the oonnectfat aM ezlmel a} tlw My'e public naier syatan at 4hom on
w bo'sins or similar! objects within; 23-feet of d~iveway ; ~ z~ cehteriine, Construction drawings will show an inset ! ? ~ ! ~ ~ aQ y I ~ 0ie pion. The matorial and constructions methods used fa Nia project shots conform to the G"!y'e Public
~ ~ ie ~ ~ sr W shpwing all dimensions and other in#ormation, required ~ ! i C ~ ~ N ~ Utaillas HaWbooW' atandmds and apailkatlon~: ~ ~(j 1 V N ~ II 7 ~ Pu64a tIt3lDepahnent r
far con ruction. T on r st ~ he a t ac 'or will correc t an error _ , f.
' or' omissions uncovered in the ;field. . _ . _ . _ _ _ 4, ~ The WC acces's ramps will be provided in accordance _ . W.~ .W ConebvcUon Apprawd _1 Qq ~ ~ bate
witih the Raleigh'Englneering Standard .Drawing ~ ~ ~
STb~20.11, Where sidewalk is nbt re wired aloe the ! ' Q 9 I , ;
Public ROW, curb, Is to be de ressed at all ram P , P ~ j 88.01 L,F, Eocations shown on 5TD 20.11;
~ i ~ , 1.6 ° 5.. Private .Street', Inspection..Statement .-...The..'.- .
construction inspection of privdte streets within cluster ~ ~ . _ _ 8"-PVC°""`~ ~ ~ Ul VC "~f UTILITY INSTAU.ATIONS AND OTHER UBUC J ~ O
unfits, condominiums, townhouse develo ments and m "bil h P ` ; o e ome parks submitted >~or Clty approval Is the I FAgLITIES, INCLUDING SIDEWAU(5 HANDICAP O 24" RAMPS ARE FO BE CONSIRUCTEp 0 ALL STREETS F-' J J~ O
reSpansibility of the owner/developer. Copies of AS SPECIFlED BY CITY CODE, THES FAgUTIES W ~ N ~ ` HAVE BEEN APPROVED BY THE CITY OF RALEIGH
i ; I cep tified r mspectlon reports Invdlving subgrade~ { ~ ~ i ; AND SHALL 8E SO INSTAU.EA UNLE A CHANCE ~ ISqq~~A~~U~~THORIZED BE WRITTEN APPROV L. PUBUC ~ Z U
aggregate base, :proofrolls, aggregate base and asphalt i ! W ~ .~..e°Q ~~o PRIORATO FIN>~ACOEPTANCE,ARE 7 BE RECORDED 0 U Z ~
dehsities arid'thickness; and ol;her pertinent- infornidtion _ _ . _ _ . - _ . c~.. must be submitted to the Cit .'s En ineerin ~1n ~ ~ N v ~ N TRANSPORTATION SER ES © LLl U = CO
yl g g spectlons , M 'na er at PO Box 590 Ralei h NC 27602 or faxed to ~ ~ ~ ~ ~ ~ o q 9 ~ 9• I I d rn _z I ~ ~~h n i~ PUBUC UTIIkTIES Q ~ ~ U ~
(999} 831-8339.E Contact Larry; Anderson at 919 ! ~ ~ i , tD .N
83'1-6810 to obtain details of ;the. above requirements. r W N 7 n ~+~Nn~ .-o~o CONSERVATION ENGINE b ~v ~ Q J ~ U 4r N ~ N ~ I-l- LL 4
I i W II Q t U 4~ 11 DATU,11 ELCU ~ s~~a s~~ sl °,d II o PLANNING ~ ~
270. UU ~ a W ~ rn a ~vlaG.'~k ~v~ia~ ~ m N :.I ~
h ~Y~ hf~„ [nN ~M ~M O~ a}~ eD~ Hill ~N MlI9 m N] rG Cn N M U W
r is ~ c0 ~ h r;. m ~ r.; ~ N u'1 ~ d; Cry . 09 ~ ~ N O ~ O~ Cn O ~ O ~ O OQ 00 4L? Or P~ 4~ U~ O~ O'- d~ rnn t`W NM O~ ~Qi no0 U~ V~ M ~ DRAUVN
M r'l r'7 '~M X17 "M '~M ~r4.7 r~M M~ M~ r~N NN NN NN N~ NN ~N NN ~N ~N NN NN CvN N GMM
GRAPHIC SC LES c~ECKED
0+ 00 1+00 2+ 00 3+0 0 4+00 5+00 6+00 7+0 8+00 9+00 0 ~0 10+00 11 +00 5a 5 5 1 ao APPROVED M
GMM
START DATE
N n w o ~ N o rn rn u) m o h ca ~ ~ a oo N N a) ~ N PLAN VIEW ` tttltlll ihri ~
M tn~Q O O O o O O ~ N ~ 00 ~!j raj Cn n ,Oj M M M M M tq M M M M N N N N N N N N 5 C - JOB CODE ~ 1 e
1 q'= l•
PROFILE {H~ORI ONTAL) ` ~ . DRAIMNG 3 No.
h ^ N N ~ ^ h h ~ N N O N i1) rr) M r7 CO ill ~ h
h r 00 M M M O O ~ O O O ~ O Q Owl rn cV O CO Ih tp t1') ~ Kl M r') Ml M M ~ N N N Q> rn ~ a0 00 00
N N N N N N N N N N N /fF~~~l ~~~i.. ~~.`4'lii,al•1~~~`\
~ _ I I I I _ I I I I I
PROFILE (VER ICAL)

~ ~ i ~ N 'I ~ .O i9Ct
~ ~ 'l d' ca $ cs i ~'L ~ ' ~l~d i ~ vp9y ti . ~ ~ / ~
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i ~ ~ ; ~ vl o. ' : as +~~~,~9 ,,p qty rrn.~~2t J J
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o~ J ~ c~j d p u ~a a P c14 ~ X y.
I o ~ ~o oos~, 2 ,y ~b , 9 0 d d it J ~ `'o s~ ADO o ~ rn~•~ `'0 2 d 8 w ~ ~ ~ o v 0' d ti d ~ " ~a ~ =O
so,~+ 20 oo`~+ y~@- ~p~ 0 .9 bpd ~ s h '1 > Q I -
i ~r yd v~o 0 v ~ 13 9 d - _ , 1 ~ o + ' h`O Q ~ , _ r1'"' . ~ ( U o y' N N to
I ti ~ ~ 0 ~ ~ , , A~. Ao
- ~ ~Y O, ' ,k !r' _ ,i 4 1 , ~ _ ryM~ CC ~ I r 'Q ~mr~ 00
. sy - - NOTES ~ I rn _ _ ~ .
~ ~ ""e7 - ~ ~ _ 1. Minimum corner clearance from curb fine of ~j ~ ~ rn rn
- - .i NC ~ ~ v ~ i _ ; - ~ ~ - ' ~ z~ intersecting streets shall be at least 20 ft from point ~ ~ ~ ~ . of tangency of the curb. Na driveways shall encroach ~
. , . _ . r~ ~ ti - , d~s~' - s' ~ on this minimum corner clearance. j~L~
. , a r^r 's.i ~ a ~ ~ _ r~ ~ o~, r ®r ~ s r. ,v~+~r~v .z~,r~~v -~~r , ~ 2. All public streets shown on these plans shall have
sr, s~mu ~~rfl 'w ~a ~ ~ the full width of the right--of--way cleared and graded ~ - ~ ~`v ~s'r~,~, o`"~~, ~ar within 50 feet of all .street intersections. The full width U
d I ~ ,r,v~~ ~ r~Q,m o r~, y V of right-of-way shall be neared and graded along Old ~
cc Milburnie, Buffploe and Forestville Roads.
~y y `"o s~, ~ X02 y, , . ~ moc~ ~ ~'~~y ~ ~y,J 3. For the proposed access paints on Buffaloe Road and 2 ~ ~
o~. ~ ~ ~ ~ ~ 7 ~ Forestville Road, the owner/developer is responsible for . - C~1 ~ ~ ' any conflicts with existing or proposed utilities, drainage
d ~ ~ ~ devices, fire hydrants, utility poles, street lights, catch
~n basins or similar objects within 23-feet of driveway
N I ~ ~ CQ . ~ ~ fi ~ a ~ ~ t~ cA ~ - o l t ~ ~ ~J / centerEine. Construction drawings will show an inset O r ~ showing al! dimensions and other information required
LIJ G ~0 ~ ~ N ~ a 1 V for construction. The contractor will correct any errors
~ ~i ~ ~ ~ ~ p. cy Ji ~,c,.l'-~ ar omissions uncovered in the field.
N N ~ a d N O ~ o I I, ~ , ~ ~ J .~a . - 4. The WC access ramps will be provided in accordance C.i with the Raleigh Engineering Standard Drawing
~ ~ ~ d: ~ ~ ~ ~ o STD#20.31. Whore sidewalk is not required along the
PVI srA = 1+Do Public ROW, curb is to be depressed at all rpmp O
PVI ELEV = 316,18 locations shown on STD #20.33. 5. Private Street Inspection Statement -The / l`1
- b. A.D. X2,26 - . construction inspection of private streets within cluster V J . _ .I , units, condominiums, townhouse developments and `
~ ~ ~ ' K = 50,93 ~ I mobile home parks submitted for City approval is the
~ o ~I- 1 i 15,D VG ~ ~ I A p' 0 1! ~ ~ ~ responsibility of the owner/developer, Copies of
a ~ m certified inspection reports involving subgrade/
~ ~ ~ I I m5 ! ~ ! ~ aggregate base, proofrolls, aggregate base and asphalt ~
. _L.,..,,.._a ~ . _ ~ i.. . L_._ I ~ , i ~ densi ies and thickness, and other pertinen# information W musttbe submitted to the City's ingineering Inspections
~ ~ ~h ~ PV1 5TA - 3+13.44 I Manager at PO Box 590, Raleigh, NC 27602 ar faxed to ~ ~ tJ
i~ ~ I ~ PUI ELEV = 300,68 i ~ ! {919) 831-6339. Contact Larry Anderson at (939) l.L._
w w ~ ~ A.D. - 2.70 831-6$30 to obtain details of the above requirements. ~
- , m i X 56.0 S ~ - 6 ~ , ~ , _ ~ I Q ' ~
.I y35,D0' VC i ~ ~ ~ ~ . . t0. WJ~
~ O ~ M it i
U U MINIMUM CORNER CLEARANCE ~ ~ ~ ~
' > w 1 ~~e I ~ po ~ I ~ I
m tD i ~ , + ~ M I I ~ FROM CURB LINE OF ~ Q J
I t ~ ~ 19.._....,... INTERSECTING STREETS SHALL ~ Q Q
BE AT LEAST 20' FROM THE ~ z ~
B~tE AND JACK ~ ~ , ~ r~ a W I h o UND~ ~F'ALDE ~ ~ ~ ~ w + °i u~ POINT OF TANGENCY, ~ Q
~QAd A~ ~iE ~ ~ I ~ ~ ' 7I~ m ~ k i ~ ~ d
NIIY NEW 16~ Yyn. .~{s~ Q ~ M N 3 ~ \I i I. \ Lt1 . ' _r
24 CLR, ~ j m W w ~ '
nN ' I \ ~ EXIS c
fNSTAU. AIR I ~ ~ ~ ° ~ GRADE t'AESSiJRE RI3.EA~ ~ ~ EXISTING ~o'`:I 30' LEFT ~ EXISTING
'''r.-,` m GRADE m I vii+~; I CENTERLINE I GENERAL NOTES PN $TA = 11
30' RIGHT I M I ~ GRADE m 4 Wj ; U F-J I . .~fA W ' ~ ~E P+neL~v = 1. SEE SHEET SD-1, 2 AND 3 FOR STORM DRAINAGE SCHEDULE.
~ I I - _ I ' ~ I I ~ r ~ ~ I ~ . _ _ _ ; A.D..- 2. ALL SANITARY SEWER MAINS SHALL BE PVC {SDR 35}
~ ~K = s5. UNLESS OTHERWISE SHOWN.
~ ~ ~ CENTERLINE I ~ ~ ~ ~ ~ ~ - - - GRADE h1D.aD' 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE.
4. ALL MATERIALS ANp INSTALLATfON SHALL BE PERFORMED
~ ' ! ~ _ - ' I ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
I i - F7 AND 5PECIFIGATIONS AND NC DOT STANDARDS AND I~ r _ 1-_ . . _ AND SPECIFICATIONS WHERE APPLICABLE.
~ ~ I m 1 cr e ~ I -t sq ' 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
' IN , 1~~ m ± FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER i a i:Gi ~ OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
' I Y~AY. e ~ ~ ~ ~ m CURB LINE ELEVATION SHOULD BE PLACED WITHEN A SIGHT TRIANGLE.
24 qR ~ ~ ~ , I ~ i j
- I . - - - ......_.j_..
h ~ ' ~ CT B' ~B* YO ~ ~ ~ PUBLIC
' R~ 1~A IJNE IN ' q ~ Sewer Collection/Extension System
j s ' ~ '12' ~ ~ The City of Raleigh consents to tha amecl(on and extension of fhe aly'a public ¢ersr system as ahawn an thla plan. The material and conslrucUOns methods used for this project shall conform to tha Ciry's Publk
! I i ~ ~ ~ . ~ ~ ~/L ~ Utilities Handbooks' standards and spsdfirntions:
" ~ i _ _ _ 30 , RGP- ~ _ . _ . . I - • I City of Raleigh +~1 ` ,r., . - public UDlities Deportment Permit ~ J~
i ' ~ Construction Approval
30" RCP ' Date D
i ~ ~ i I ~ I a PUBLIC
. I ~ 30" RCP ~ j j k Watcr Distribution/Extsnsion Sy¢tam
I 24• The h son to nnec0 and ax o the C' II fE _ this pk^afThesmote al and aanst+uatiorts malhods uaednlor thEs pro)ectyatwtlbconformrtosthe City'shPubfto n
_ ~ I I ~ i J6^ RCP I UtiGDes HaiMbooks standards and specifications:
~ ~ ~ ~ I ~ E I _ E ~ I City o1 RolCigh ~ ~ z,,7S~ Public Ulilitiea Department permit ~
€ Construction hpprowl ~
~ i ~ j i Data a/ f~s
I ~ ~ I - ~ LU
' ~ i i I I ! I i ~ I I i , UTILITY INSTALLATIONS AND OTHER PUBLIC N
i i i FAClLn1ES, INCLUDING SIDEWALKS AND HANDICAP LtJ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~
i , AS SPECIFIED BY CITY CODE. THESE FACILITIES O ~
• ~ , I,... ' ~ AND SHALT 8EPS0 INSTALLED UNLESS ARCHANGE ,~j ~
I I ~ i - _ ' IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~j O
i i I j PRIOIRARO FlNALRACCEPTANCE.ARE TO BE RECORDED ~ U Lp O I Q
i , ,i i i TRANSPORTATION SE ~ ~ d N ~
I i ~ II ' U PUBLIC UTILITIES ~ z Z Op
j i I i A 'i' . j
i _ . . . CONSERVATION ENGINE@R ~ ~ W O = ~ I
PLANNING N O z W ~
i ~ ' ~ i , ~ ~ Q ~
~ ~ ~ ~ ~ I I ~ 4 ~
I I ~ ' i ' I j i ~ ~ i ~ ~ I . y.._ I I ' ~ m LL
~ ~ I I I i
I i ~ i I ~ i I ~ I , j DRAWN
i I ' i I GMM
} j GRAPHIC SCALES HI:Cx~O
. I . ....I 50 5 5O ~ OO APPRQ ED M
I I i GMM
' I f ~ j I I I I i I I i i START DATE
PLAN VIEW
' I DATUA! L'LCV i i I ~a 25 a ~O ~ oo ; ,,,,ttilt~ I .in, ; ~oscOD~
250, 00 ~ ' ,
ss
O NN ~m t0~ d'n N~ stn ~r' N?N 0?dN' ~M NW MjO. p7N ~a1' Np If7O N~ Md' Oh Otf1 M O•^ 00 O101 m ~ ~ cD t; O O N ~ PROFILE (HORIZONTAL} , , ~ 9~ ~ DRAWING r7 ~ N ~ V~ ~ W p, h m ~ ~
M ~ th ~ O M O r(i O ~ O Ir) O O O d1 ~ m ~ O r O ID m ~(j ~ sr ~ >,j ~ Irj I~ N V] C p N ~ M M M M M MM NN NN NN N~ NN NN NN NN NN NN NN NN
N" N" 5 2 5 0 ~ ~ 0~ ~ ~
nlnn ~~nn ~T~nn Inn
c-rvu Jtuu 4+uu 5+uu b+UU 7+00 8+00 9+00
10+00 11+00 PROFILE (VERTICAL) ~'~++~uuu1'}++~'

3 ~ L3 `~i a Y6~ ~ ~ V' ~ v F f.~ ~ ~ ; Y O 1 / .dCa p~a! ~ i 7 coo, ~caJ ,Q- ~J 0 ~ a / ca m/ ~ o i c9 , 7 ~ v s lY U
~ ~ ~ d ~ d Z ~ v .V~ V~ 0 y goo... 6 ro iJi 6 ~a ` 'n O, J
r ~ v ~ r C~ ~ :1_ . LS- ~ ~ ~ rr r,r y Q
7 6,.. ~ NOTES: c > u
' ~ . y ~ ~ 1. Minimum corner clearance from curb line of ~ a q
intersecting streets shad be at least 20 ft from point _ rn
~ v` y~ ca~flrra \rq s ~ v ,`pv ~ r ~ - a ~ e O ~ of tangency of the curb. No driveways shall encroach p -o ~ ~ r rn ~,Y r ~ on this minimum corner clearance. 'U ~ ~ r c~ a~
a p Y Y ro . ~ y. - . ~ ~ y y c' ~ ca 2y O.4a cacaJd ' . ~ V C ~i~ n`U ~ 2. AU public streets shown an these plans shall have ~ ~ v N ~ ~
~ ~ Yd tiva up2u~ w v ~ o 'gym „ ~ ~m ~ ~ d c9 d O V the full width of the right-af-way cleared and graded c~ ~ ~ v I I
O, > , within 50 feet of all street intersections. The full width {n of right-of-way shall be cleared and graded along: Ofd Q ca ~ ~ orD
O d 'Y c;sA~ ~.caao p t~~ ~ Gt j° ~ ~ d' O 9 O ~ Milburnie, Buffaloe and Forestville Roads, I ~
c~ ~ ~ ~ 2 v1 v> - d ~ 3. For the proposed access points an Buffaloe Road and o~j ~ ~ ~ rn
Forestville Road, the owner/developer is responsible for ~ tr ~ ~ any conflicts with existing or proposed utilities, drainage N
cafe r~~~L.7 ~ '~0 'j 2 0 7 2 2 devices, fire hydrants, utility poles, street lights, catch T w
ro ~ ~Sl e • v ~ ~ ' s~.~ 0 ~ ~ CY• ~ ~ ~ . basins or similar objects within 23-feet of driveway
f centerline. Construction drawings will show an inset ~ showing all dimensions and other information required U
for construction. Ttte contractor will correct an errors
! r-'" , ~i ~ y' rod r v> i ~d~,/.d~.` ~ o • cab, ~ . ~ ~ ~ {3 ~ y cd~ ~ J o O. ~ V' W '~,o' y - or omissions uncovered in the. field. ~ : 7 4, The WC access ramps will be provided in accordance
~ 7 2 ~ ~ S2 ~;~i ~ ~ per ~ O ~n J O+ ca Q / ~1~- d Q ~ , A • • ~ " ~ with the Raleigh Engineering Standard Drawing
m - ~ ~ v . o s v Ni r ~d ov~,~~.~ ~o~o a' STD~20,11. Where sidewalk is not required along the
~ ~ ~ ,2 ~ c~ \ ~ _ ~ • ~ - ~ Public ROW, curb is to be depressed at all ramp
- - e ~ ° a L 6 0• , , cy ~ y 0 ~p2 F ~ y~ p(,'4~ _ . ~ ~J locations shown on STD #20.11. ' c--- 5. Private Street Inspection Statement - Ttte
v `i ~ti~9 ~ construction inspection of private streets within cluster
^ - ~at ~ ~ ~o 0 o r^ ~ O~ r 0 ,~•T~S~ 4 ~ _ _-.-I - n r ~ m x~Q 0 , „ o units, condominiums, townhouse developments and ti mobile home parks submitted far City approval is the
v ~ _ ~ p r ~ o ~0 ~ , , responsibility of the owner/developer. Copies of
.fir
y • ~7 certified inspection reports involving subgrade/ ~ aggregate base, proofrolls, aggregate base and asphalt
,y ` s ~ r b 9~ ~ '~a ~ densities and thickness, and other pertinent information O
`n dd! ca ~ ~ ca ~ ~ 2 O r • +P l~ ~ ~ ~ must be submitted to the City's Engineering Inspections 'a~ I`' Manager at PO Box 590, Raleigh, NC 27602 ar faxed to
~ r!`Oca!! ~3 care ~ v- ~ \ O 1 4 , ti ~ ca 6' J rP.rin. a ~ 6', ca p ca ' [phone], Contact Larry Anderson at (919) _
rn. ~ v a o. r r ~ o v ~ `~J z ~ ~ 831-6810 to obtain details of the above requirements.
r~ v~ r+ ~~,v o r~ ~y ~ gyp: ~y a ~2
v o 270 Jr B a
~ IX 0 d , ~ ~v~, 2
~'lo ~ ~ f \ ~ " 7 y c9 pp . N ~ ~ o~ y
~0 C0 nl ~ r c~ N ~ ~ ~
Cpl CSI ~ ~ F~; ~ ~o. ~b ~7 y ~ - a ~ os• l c~ ~ ~ M ~ ~ ~ ~ o ~
~ v ~ ~
\ ~J~U ~~z
NOTE: W =
MINIMUM CORNER CLEARANCE w a ~
+ i FROM CURB LINE OF ~ I_;_,
~ ~ . + • I INTERSECTING STREETS SHALL ~ ~ Q Q _ ~ ~ ~ ~.1 ~ ~
i BE A T LEAST 20 FROM THE ~ ~~z~
• PO1NT OF TANGENCY. ~ Q
i ,
• - -
. _ ~ . I ~ E--
EXISTING ~ ~ ~ ~ ' I ~ I GRAO£ GENERAL NOTES
W o~; i ~Qn' 30' LEfT EXISTING ~
I +cw' CENTERLINE _ i ! i • u`~~ 6. ~ ~ PVl ETA - i1{64.4D `~a,~ N ~ GRADE P4IIELEV = 285,78 1. SEE SHEET SD-1, 2 AND 3 FOR S70RM DRAINAGE SCHEDULE.
~ I i I • c~ , 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35)
_ _ . _ I _ _ . . _ _ _ . _ _ _ A.D......-i.57_..._. _ _ _ _ _ . L. ' ~ !K 85.94 I ~ ~ ~ ; _......_........i. ....I ~ ~ ~J UNLESS 07HERWiSE SHOWN.
m ~ PROP05ED; v CENTERIINfi ~ ''110.00+ VC U 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. r
/ - ~ GRADE 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~J
_ I IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND AND SPECIFICATIONS AND NC DOT STANDARDS AND ~~yy--~~
• ~ m ~ ~ ( ' • AND SPECIFICATIONS WHERE APPLICABLE. LJJ
J ~ . ._~.m... _ . _ - .mot 'id h 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
jai ~ I FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
)59,' ~ N N U ~ Q W OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
• i N N (%1 U I ~ CURB LINE ELEVATION SHOULD BE PLACEfl WITHIN A SIGHT TRIANGLE.
~ ~ i V U ~ q3 ~ ~ ~ + I
• - N N • . . _ . _ 2 g ~
~ ~ V) V 1 w„ W l
+ ~A NE fN W c I • I I • PUBLIC
• + ~,i ~ I ~ ~ Seweu Conectian/Ezteneion System
24 CER. ' ~ m m a + ~ , C Ths City of Raleigh conserds ta the wrmedbn and extenslan of kha City's public sewer system as shown on this plan. The matedal and construcions methods used far this protect shall conlarm to the City's Public
U.. . ~ ?-Q1 ;QN Utlifles Handbooks' standards and apedFicatans: ~I~+ r~
~r 3° ' ' ~ ~i i City of Raleigh Public U6lirwq Department Pemdt
i + ~ + 3b" RCP ! w ~z' ~ ~ i Canalroctbn Approval
t z r , Z ~ ~ ~ d I z~ o ~ Date O
30° x ~ I ~ o ~ in RCP ~ 24` CLN. ~ ~ U ~ ~ U ~ ~ I z~ zw i° PUBLIC
• ~ U Wd' N `r'te. ' . I I wa ni ! ~ ~ n Watcr Distn'Culan/Fxtsnsion System
38" RCP ~ ~ <?'1 : ~ . as a al . The City of Ratelgh consents ta the coanectWn and extenslan of the Citt/s publle water system as shown on nom. II II this pkn. The material and constructions methods used far Phis protect shall conform ta the City's PUWia
W o _ i • ro o i > Utilities Handbooks' standards and epeeificalions: !
i ' 3 n 'I U Cl V~1 W 8 RCP; ~ ~ ~ z 5 ~ ,,,a a ~ ! Cily of Raleigh zN 5 Public UGliiias Oopor#nront Perri wa D. ; Construction Approval ~
i ' ~ ~ . z
t + ~ ~ Data ~
I ~ 5
' I ' I i ~ a ~
~ ~ i ~
I ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ N ~ ~ 'I o ~ - ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~
• ,o ~ ~ } 4~" ~ R \ •-a C ~ $ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS U ~ , ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES
- • i i GF±. • ~6,`~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH J ~ ~ _ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE Lij ~
A0~ ~ ~ ~ ~ ~ ~ +~2. ~ \ ~ IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED F- Q ~ 0
~ PRIOR TO FINAL ACCEPTANCE. W ..J N ~
~ i i • ~ ' \ TRANSPORTATION SERVICES ~ ~K ~ ~ ~ ~ ~ ~
• , ~ ~ • I `.......24,_ ' ` ~ PusLlc urounes ~ ~ ~ O Z ~
cC
a ~ i _ ~ ~ ~ p ~ j CONSERVATION ENGINEER U"'"'" \ G~' ~a ~8 ~ ~ ~ I
+ ~ ii ~ ~ ~ W t f 3
• ns- a •a• • N ' I ~ r I PLANNING ~ ~ ~ ~
^ d Ilo ~ _ r COQ S ~ LL m
.y, } zx•~ ~ ~ N ~g
O c~ ~
Nv l • M
k~NN,lI i ~ ~ i i nroNll IIt- DRAWN
GM tvi j HECKED
• ~ ~ i V70.'Lr. ~lt ' • r - . r... • .-"i • GRAPHIC SCALES GMt~
~ ~ ~ ~ • ~ ~ ' i i Q ~J O ~ Q O APPROVED
+ GMM
STAR"f DATE
i PLAN VIEW
+ rJ ~ 2 5 ~ i~uuu l u II ~ JOB CODE
50 Boa N ~
M~ N~ r7h m~ '_p N~ +nN N~ M~ N~ d Imo, ~m n~ r. 'p 00 ~N c0 OM ^Q ^t7 ~l0 cp O ,D ~ n ~ I'h ~ ~ ~ ~ N N p lV ~ ~ O ~ ~ cp i(j - d: ~ +rj ~ ~ ~ Qj ~h^y,~. ^ ~ h Oi r ~ ~ 'OJ,' a
lD N N N N N N N~ N N N N N N N N N N N N N~ N N N N N N N N N N N N N N N N N N N N N ~ PROFILE (HORIZONTAL) ~ ~ ~ S AL9~ . ~RA~ViNG
Na.
5 2.5 0 5 10
0 6+00 7+00 8+0 + 0 9 1+ 1+0 00 0 00 5 0 11+00 1 + 4+00 2 D0 13+00 1
_
PROFILE (VERTICAL) ~~~~'"rrr;~ ~M~1N~~~`~~ ~ hrrntrlnPllHti~~
~1

Lam, k r ~ ~ V
U
A ' , o Z ~ ~ ' / Q w w ~(7 J -J
~L w L z N
~ o~ m v o w ~ Z +v ~ ~ C U
d- d o w w ~ h . ~ UpF ~ r ~ / ~ J m U3 (f) C ~ w- X 4- 0 t7 ~
r r r- ~d~ w W ~z r ~ ~ ~ o ~ O Q ~ 0. ` o ~ u
r / ~o~ll ~ ~ ~ ~ o {!l J Cl., z 0 I-- ~ d z ~ -I 0 -o T tD ~ as
z~ U7 cv ~ II ~ D WIDEN 1 /2 OF 53' B/B- LLD MILBURNIE ROAD a ° ~ ~ ~ o
j~ o r rr N ~m Q o`} ~ ~ ~ Z Q~ N ~ Z ~~rta
r.~rr , > ~ 7 ~ ~ ~ ~ II o Z ~ ~ Q ~ N ~ Q ~ ~ ~ ~ ~
U CD Q- > Lr..1 D ,vo r ~ ! NFtit4 DEDICrATED f0 ADD1L R ~ N M ~
EXISTING 60 RIGHT-OF-WAY NEW 26.5' c ~
> I o ~ ~ IN ~ 14' .~~.arn~~ ~--EXISTING 2 PAVEMENT Q3 ~
~ ~ , w - ' ~ 1O PAVEMENT
T~-~--. o o
~ w 2.5' 3.5' S' 1.5 2,ti ~P~ U ~ 1
C&G ~ ' '
car ~ ~i ~ . p~~OdO _ '--`y _ - J I/4• Fr. 1la"lFr. ~1 ~qk
SIAEWALK
2w _ w ~-_.__o ti o.: o 0
ern o ~ ~ : u - W~~ _ ~ Q I- _ _ - - - _ r ROAD WIDENING TYPICAL SECTION WITH C&G AND SIDEWALK
~r+ ° ~ -rte, - _ Q ~ '
4 Q rq rr w W , W ~ N.T.S.
W 8+ .52
~ ~ ~ 1 - ~°Nw~ C® tel. ~ --t--__.~;_ ^_?~°°~---------i-' - r ~ ~ a R z ~ ~ coq ~+g~ m ~a
• r ~ UMv~"'N ~ ...IUD - ~ R. _
N 4. d , ~ - . _ _ V - . _ . Paver~er~~t ScheOU~e
' ~ 001
1 U~
~/4 S~15B OVER RY
~a ' ! f a a~ia~ ~'rrN ' h i IQ d
- W^ ~ r ...t ~ y. UN o . , m° ` m.~~ o~uoi ~ ~ ~~4„ S~tSB o
rJJ rr ~ Z 00 NN 0.mlh 1n~0 C ~ q ~ r W R 11 - ~ ~ vv ~ aamm a pr u~A o aw zo dta 7pi a~i a rn urn ~ R
N ~ ~ r 1 .n _ U ~ ~ O I 0 N.N
~O ~c O r J ~ amoN ~W o - I(i ' P ~ c~_ ~°oa ~ 1~ DIBI
~ N M I ~ N' W ~"'zzo it a ~
li _ r.~ t p moJ~~1 ~ I_ ,
4.~ a>, 0 6 ~ ~ p. ~ r ~ c.~ o N 6' 5"85108 ~~o J J
r J~~o Q o a o U w z
r l 1 C~~) 7 ~ ~ti ' NOTES: w [L
~ ~Vhn) ~y i i ? n 1. Minimum corner clearance from curb line of ~ ~ _ V intersecting streets shall be at least 20 ft from point
r ~ ~ . d ~ of tangency of the curb. No driveways shall encroach ~ ~ ~
+ ~ r N O on this minimum corner clearance. Z W
f ' i ~ z ' ; 2. All public streets shown on these plans shall have ~ ,J the full width of the right-af-way cleared and graded ~ .w ~ Q
f ~ Q (n within 50 feet of all street intersections. The full veld#h ~ - ~
I / r ~ ~ LL.I ~ ~ N ~ O ~ ~1 of right-of-way shall be cleared and graded along Old ~ z
1 a ~ 1., d Milburnie, Buffaloe and Forestville Reads.
3. For the proposed access points on Buffaloe Road and ~ ~ Forestville Road, the owner/developer is responsible for ~
~ F. i any conflicts with exis#ing or proposed utilities, drainage
i i i i ! d~vices, fire hydrants, utility poles, street lights, catch
p , basins or similar objects within 23-feet of driveway ~'`1 centerline, Construction drawings will shave an inset `~-JJ
i ~ ! ' ~ ~ I ~ showing all dimensions and o#her information required
~ r ~ i j ~ i l ~ ~ i for construction. The contractor will correct any errors
i ~ i - ~ ~ ~ or omissions uncovered in the field. 4. The WC access ramps will be provided in accordance
i j i ~ ~ I with the Raleigh Engineering Standard Drawing
i i i I I STD#20.11. Where sidewalk is not required along the
I Public ROW, curb is to be depressed at all ramp locations shown on STD #20.11.
I i ~ ' i I i ~i e I 5. Private Street Inspection Statement -The
1 I I 1 I ~ ' . ~ ~ - - ~ ~ construction inspection of private streets within cluster , , ~
' ~ ~ ~ i M ' units, condominiums, townhouse developments and ~~~,;,ilsu~ n,,,~~ mobile hams parks submitted far City approval is the
N O ~ M M~ j [Li ~ ' ! ! ~ ~ ' responsibility of the owner/developer. Copies of
i I ca d' In ~ ~ , certified inspection reports involving subgrade/ 9l ; -
4 ~ II I / ~ o PROPOSED ~I ~ a M ~ I PR4PDSED ~ w aggregate base, proofroils, aggregate base and asphalt _ A~
o + CENTERiJN6 _ ~ ~ ' a .-tr....... CENTERLINE'.._ ~ densities and thickness, and o#her pertinent information 1 must be submitted to the Ci#y's Engineering inspections = p'
a° ~ > ~ 5 a ' ~ ~ GRADE 5 a a ~ GRADE a i Manager at PO Box 590, Raleigh, NC 27602 or faxed to ~C' . .
~ ~ EXISTING ~ ~ EXISTING (n N I ~ (919} 831-6339. Contact Larry Anderson at (919) ~~''~,,j,1r ~'"''~~~~~o`~
CENTERLINE 5 a 'j ? 'CENTERLINE ~ N GRADE GRADE ~ ~ N 831-6810 to obtain details of the above requirements. ' ~~glijll~~tit~+~i~
a '>'.16~ ~ ~ ~ i ~ m ~ ,
I , :0%
0 8 . -0.79x -0.7 GENERAL .NOTES
~ '
'k~ I ~ ~ - 1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAENAGE SCHEDULE.
j ~ . s , 2. ALL .SANITARY SEWER MAINS SMALL BE PVC (SDR 35)
_ _ ~..W,..w...,... /r.,, : ,
15°: RCP RCPT j ~ ~ ~ UNLESS OTHERWISE SHOWN. 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE.
I i ~ I ~ ~ ~ I 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
~H~fl `V ~N i ! ~ , IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND AND SPECIFICATIONS AND NC DOT STANDARDS AND
AND SPECIFICATIONS WHERE APPLICABLE.
I , i. ~ _ -i - 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, z
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
i i ~ , OBJECT BETWEEN 2 FEET AND 8 FEET !N HEIGHT ABOVE THE
I ~ ~ ! ~ i ; ST~:7+3,46 QfFSET: 26.5Q R CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~
~ i
; . N W
PUBLIC Sewer Cailectton/Extension System ~ ~
I I ~ N D TE. The City of Raleigh consenb to the connacUan and eztension of the City's public sewer system as shown an J ~ 0
I i, fhis plan, The material and constructbns methods used for this project Shall Conform to the City's Public UtI11Ua Handbooks' mmidards and speciilcodone:
i ~ I I MINIMUM CORNER CLEARANCE ~ d r o Public Ub9ltks Department Pcrmft ~ ~ ~ ~
' E ~ i _ _ FROM CURB LINE OF Ciiy of Ralaigh r v1 J N r~
i ' ~ ~ fl. 8}2235 . JI{. IN TERSEC TIN G STREETS SHA L. L Conslmctkn Approval U I Dale ~ o Z
i
i i ~ I i BE A T LEAST 20' FROM THE ' WalerP9 ~~uCtlan~Extensian System o z ~
j POINT OF TANGENCY. the City of RCleigh wnsents to the connection and extension of the City's puhGc water eyetortt as shown cn Q ~ ll.l ¢
i I I I 1 , ~ this plop, 'She mptedal and conehvetlans methods used far ihm project ahall conform to the City's Puhlle Utpi4es Handbooks' standards and speclficotPons: ~ IL
--.._20U. UU Gty of Rafelgh ~ ~ ? ~ Pub1'~e UGGties Department f ermit ij
Constraclfan P{fproval ~ m
r m r o N ca co m m ~ .r u'1 ~n ~ ca ~ ~ o r' o ON WO m~ MM x[10 NO cA Om OM Oh 0,,. nM Od O~ t` M cD 1f7 t}a: mod; M~ MM M~ 7~ V1~ v,d; •t~ M~ M~ M.d; N,~ NMj NM N ocri oui 00 00 00 00 00 00 00 00 00 DO p0 00 00 00 p0 O ~ N Data ~ ~
M~ M M M M M M M M ~`1 M M M M.M r7 M M M M M M M M M M M 1`1 M M N) M M M DRAWN
GMM
00 + + 1 +00 + + 0 4+ 1+ 3+ 0 GRAPHIC SCALES CHECKED UTILITY INSTALLATIONS AND OTHER PUBLIC nn GMM
RAMPS ARE TOLUBDEINCON5TERUCYED QND ALLNSITOREETS 5 ~ ~ ~ ~ 1 O V APPROVED
AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ GMM
O cp d' m N N N N M ~d cp V O IA ^ O ep I(? d~ NS M M M M M M 17 M M N ° HAVE BEEN APPROVED BY THE CITY OF RALEIGH ,,;y j'' AND 5WALL BE SO INSTALLED UNLESS A CHANGE ~ START DATE
O O O O O O O O O O d O O O M ~ M M M M M M M M M M M M M M M M M M IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PLAN VIEW
PRIOR TO FINAL ACCEPTANCE. n ~ oo JOS CQDE
C~~ ~ l6l ~~,~a~,ttn,~uR,,,~, TRANSPORTATION SERNC S ~ U ~ ~ ~Q N , , ~ a~~ ~ ~
o~E sioy'~9'~-- Puauc unuTlES ~ ~ ~ ;'y q~'; DRAWING
O O M M O N N M M O O O O O O m d 6 m { PROFILE HORIZONTAL _
to - cD iL1 V' d' ri Ni M M ~ d~ .h d' Nl M N cV cV O O O O O O O O O O O O O O O O O O i.Oj M l0 3 - LL(~L No. CONSERVATION ENGINEER - LA =,n:
M M M M M M M M M M M M M M M M M 2.5 ~ ~ 10m:, 11G36 PLANNING ~ ~~j ~ ~ ' f~ ~ r~ 1
i
PROFILE (VERTICAL)

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ZQ _ 2. "o) EXISTING 1G" ~ / ~ PROPOSEa 16" W L ~ ~ m ~ _ w ~ _,.w .._.._.w _..~.W_.._.._w._...~.. W._...~,. w ~ N •
Qa I i - _ rn m ~ ~
O 21+ .61 22 00 ~ i 6 - ~~yy~~.pp ~ 2 04 4~ _ } 99 2 90 27 00 28 OQ C ~ O
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;HIGH POINT ELEV = 289.98 ~ j
'HIGH POINT 5TA =j 1+17.59 PV! 5TA w 1137.03 '
PVI ELEV = 29;0.46 i o =o~
~ A.D. _ -3.77 ~ ~ ~ i
K - 47 - 30.
I 115.00' VG I ~ EXISTING l''~ CEN
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' tl: i I ~ ~ ~ , i TfE INTO 8 W/L IN .
_ CHANNERY WAY EAST ' ~ ~
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NOTES: 1, Minimum corner clearonce from curb line of - _ _ _ . _ Q . _ O
i intersecting streets shad be at least 20 ft from point ~~~0
of tan enc of the curb, No drivewa s shall encroach 9 Y Y ~ i
an this minimum corner clearance. ~ ~ , 2. All public streets shown on these plans shall. have ~ ! ' ` I ~n.U~l Z Z ~
the full width of the right-of-way cleared and graded ~ i WO=Cp
within 50 feet of all street intersections. The full width Df1PUrlf ELEV. i F 2~i5.00 O~c~~
of right-of-way shall be cleared and graded along Old Milburnie, Buffalae and Forestville Roads. Q ~ ~ ~
3. For the proposed access points on Bu ffaiae Road and ~ o w o ; o ~ N ~ LL ~ ~ Q
0 Forestville Rond, the owner/developer is responsible for N N N N~ N N N N ~
any conflicts with existing or proposed utilities, drainage w m rv o0
devices, fire hydrants, utility poles, street lights, catch basins ar similar objects within 23-feet of driveway U o0
centerline, Construction drawin s will show an inset o+ o0 g ~+oo +oo +o 3+00 24+00 25+DO 26+00 27+00 28+00 DRAWPI
showing all dimensions and other Information required GMM
far construction. The contractor will correct any errors or omissions uncovered in the field
4, The WC occess ramps will be provided in accordance GRAPHIC SCALES CHECK®
with the Raleigh Engineering Standard Drawing PueLlc \`~~11~Illh, tllf , 5a 5 a 5a ~ as APPROVED M
STD~20.11. Where sidewalk is oat required along the se~ner c°iiecilon/ErlanePon syetea, Public ROW, curb is to be depressed of all ramp G~RA~NI}TES USIUTY INSTALLAT1aN5 AND OTHER PUBLIC Tno City °f lialdgh anxnis to the conn°cllan mid extension of the Gty'a puWk aew system w alwxn on ~ GMM
tnia pkn. The mal<fla1 and c°ns4ucUoro meNods used fw thie pro ed shop co~dorm f° Ne Cily'a Pubs locations shown on STD #20.11, T. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. enh+fas ARENTOLaeNCOr~isrnuC~o oNDaLiNSITCk~ETS ULY~h Nondbooke' al°,~a°rda °na ape°,n°°ti°~ t srAR~ DATE
5. Private Street Inspection Statement -The 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35 A5 SPECIFlED dY CITY CODE. THESE FACIUiIES aty at 1:°laian ~ A~ PLAN VIEW cos CODE
construction inspection of private streets within cluster ~ NAVE BEEN APPROVED BY THE CITY OF RALEIGH P¢bGe utaisea oaperlmont Penrdt ~ AND SHALL. DE SO INSTALLED UNLESS A CHANCE NOTE. Unlt5, CnndominiumS, townhouse developments and UNLESS OTHERWISE SHOWN, IS AUTHORIZED BE WRITTEN APPROVAL PU6LlC caasw°tion kP~i ' 11 , : ~o z5 0 50 ~ oo ~~,,,lllltuurnrru,,
mobile home parks submitted for Cit a royal is the 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. sANIrARY SEWER EASEMENTS aRE To aE RECORDED eta MINIMUM CORNER CLEARANCE Y pp 4. ALL MATERIALS AND INSTAL ATi PRIOR TD FINAL ACCEPTANCE, ANCE = o• . >w° CARD ~y,,;` -
responsibility of the owner/developer. Copies of L ON SHALL BE PERFORMED TRANSPDRTATI~J ~ ~ ~6/9~ PuBl~c FROM CURB LINE OF I 5 VICES J • NEB' Q- ~`'~o~~''•SS10
certified Inspection reports involving subgrade/ N ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND :1 wafer t)btrlbutkn/Fatenaron system l '~~a,,,M. Mc~~;~`° PROFILE (HORIZONTAL) - q~••• DRAWING SHALL rrrRlflppill`l - 5 L ;a: ~o•
a re ate base, raofrolls a re ate base and os halt AND SPECIFICATIONS AND NC DOT STANDARDS AND dQ V n,a c~ ar ear tonaenta io the connalfan mid °>nens[on of the G ~ INTERSECTING STREETS SHALL 99 9 p 99 9 p PUBLIC UTILITIES ~ rys pub K water ayaiem oa ahoen on densities and thickness, and other pertinent information AND SPECIFICATIONS WHERE APPLICABLE. Uf~u°s iunae~°w ~~,droa and`` ~r°°ua~r` ~':°da wa pr°~ °n°A t° G'e't Publk , 11 : ~
5, NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL CDNSERVATION ENGINEER ~ BE AT LEAST 20 FROM THE must be submitted to the Ciky's Engineering Inspections ~ ay at Raielgn ! THE 5 2 5 a 5 ~ m'; ~ ; ~
Manager at PO Box 590, Raleigh, NC 27602 or faxed to FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTWER Pub1i°utpilkspepaitm°ntPefmlt! POINT OF TANGENCY. _ _ . ~?1a ~ ~ t ,
[phone]. Contact Larry Anderson at (919) uDdtDI btlVVttN X rttl AND u FEtI IN HEIGHT ABOVE THE FLANNmU constw onAypmwl
831--6810 to obtain details of the above re uirements. CURB LINE ELEV. SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. Date PROFILE (VERTICAL)

U J
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« C U n (f) C ~ y-. X
~°p Ola
=Qvv pti s~hrn
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oA o~ti PROPOSED 1 N
W W W W.~..._.. W..~...
_.._w._.._.._.,_...~.:_...~.._.._...~ _ _ 35 00 3 00 37 00 38 00 _ _ 3200 3300 yy~~ 3900 } qy~ } ~rnrn 39+00 __~--1------ ~90 -----I---- +190 -----I---- 42-I~ -----1------i~ -------f-----~-I~ ~ ~ ~ ...~u
• 36}00 31}00 - - ----~1~ -----I -i- -I---- i---- -_•3-__- i -'-k-"__----I~. .,---I _.-291 °_--i------1______.._..__-I------I------- ~ -i----- --I_.-. i _.._...A.~P1~.B.~T_.._.,_. ~EUP~~ ~
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N TES; ~ ~ 1. Minimum corner clearance: from curb line of , I
int rsecting stte is ail be Tat least 20 ft from point ~ ~ I ~ ! ~ Q N ~ W Q7
shall enc oath ~ ! ~ ' No drivewa s enc o h c r. r of tan f y 9 Y ~ ~ ~ Z D~
on this-minim m c - rn ie 'r-once. 2. All public s r ets s w n these plans shall have ~ Z O ~
th full width f the right- f-way cleared and graded W ~ _
wi hin 50 feet of all street I tersections. The full width t ~z~~
of right--of-w y shall be cle red and grad d along Old Mil urnie, Buff toe and Fares villa Roads,
3. For the pr used access points on 13uf toe Road and ~~W~ ~r~~
Fo ~stvllt -zi , wl~~-r-/ ~vela~er e p ble f~ Zq ~
conf' I istin ar ro ose I i drains e 3 I + o0 an ~ o o 35+00 Q 39 0 34+ I oo + 9 P P 9 8+ o 0 o ~ 3 00 de ices, fire hydrants, utility poles, street lights, catch 39+00 40+00 41+00 42+00 43+00 44+00 ~ m N
ba ins or similar objects within 23-feet of driveway
ce terline. Construction drawings will show an inset DRAWN
sh wing all dimensions and other information required fo :construction. The contractor will correct any errors GMM
or omissions uncovered in the field, GRAPHIC SCALES cHECx~D
4. The WC access ramps .will be provided in accordance
wi leigh-Ea:gineeurGg-Skaadar~i-9r~awi STD#20.11. Where sidewalk is not required slang the suer ColieaRon/~t~swn system ~ a a APPROVED M r ~ GMM
Public ROW, Curb is to be de ressed at ali ram GEN AL OTES UTILITY MSTALLATIONS AND OTHER PUBLIC The City of Raldgh ansanW to the wnrtec0an mid ezteneton of the Gty's pubtlc bows syslcm as thorn on P ~ tFds pkn. The materiel and conatnrcllam methods used (or this prclect shag eontarrn to the City's Pubtb ~ i4~ ~d~ a~,2~" `~i START DATE
locations shown on 5TD 20.11, FAGLITIES, INCLUDING SIDEWALKS AND HANDICAP UUrOes Handbooks' standoMe and apedlica0ona: # 1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. RAI3P5 ARE TO BE CONSTRUCTED ON ALL STREETS
5. Private Street Inspection Statement -The 2, ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 A5 SPECIFIED BY CITY CODE, THESE PACIllTIES sty a Raelgh ~ construction ins action of rivate streets within cluster ~ ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH Pab6c Uk~iOas Dapo,tment Pemtil / ,1,u{~u I rnR+u1, PLAN VIEYV
P p AND SHALL BE SO INSTALLED UNLESS A CHANGE N V units, condominiums, townhouse developments and UNLESS OTHERWISE SHOWN. Is AUTHORIZED se wRIrrEN APPROVAL. Pusuc Coastnrctlan App^rn,at s ~ , 50 25 0 50 100 ~ascaDE
mobile home arks submitted for Cit a roust is the 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. SANITARY SEWER EA5EIAENTS ARE TO BE RECORDED ~ MINIMUM CORNER CLEAI P y PP 4. ALL MATERIALS AND INSTALLATION SHALL $E PERFORMED PRIOR TO FINAL ACCEPTANCE. rER CLEARANCE
responsibility of the owner/developer. Copies of PUBLI FROM CURB LINE OF IN ACCORDANCE WITH C1TY OF RALEIGH STANDARDS AND TRANSPORrnnoN sERwc s , V Water Distribut3an Exlenelon S Lem 'NE OF i ~ A ~ PROFILE HORIZONTAL DRAWING
certified inspection reports involving subgrade/ / ~ a re ate base, roofrolls, a re ate base and as halt AND SPECIRCAl1ONS AND NC DOT STANDARDS AND O ' The city of Raley consents to the connx0on and extension of me GlY'e paNk xalw eyatarn as 6horn on INTERSECTING STREETS • ~ } Na. STREETS SNALL
99 9 P 99 9 P PUBLIC UTILITIES ws plan. The motertal mW conatnxitorq methods wood for Ws proJoct ehott nrarm to the cl a ww~a densities and thickness, and other pertinent information AND SPECIFICATIONS WHERE APPLICABLE. uuav0a Handboaka~ atondaros ono epedrimliane: ~ ~
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, GONSERVATION ENGINEE ~ a~ BE AT LEAST 20 FROM must be submitted to the City's Engineering Inspections aq at•Ralelgh_ • _ • . ~A . 20' FROM THE ~-,cF' 5 2.5 a 5 10
Manager at PO Box 590, Raleigh, NC 27602 or faxed to hENCE hULIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER i runic niuea Ue nment rent . . GtNC; Y. r [a Fill w m FA Z- PROFILE (VERTICAL)
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE PLANNING Ccmtntcuan Appm l [phone]. Contact Larry Anderson at (919)
831-6810 to obtain details of the above re uirements. CURB LINE ELEV. SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. Date

C` V `A}~
V~ G ~ 0 ~ P ~ ~ ~
~ 0 P G ~ P p 5 P ~ ~ J
J ~ 0 P ~ P~ ~ ~ P ~ o ~ ~ 0 P ( ( ~ -
~ 0 ~ ~1 ~ 0 0 P ~ P ~1 0 Q ~ _
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1~ ~ ~ C~ ~ 5 ~ 0 N f~ c000 00 009 ~ ~ - - ~ ~ . ~ Q c m ~ d' oQ
004 ~13~ '~DO~ ~ ~ ~ C ~ ~ i" ~ . -'r' 1' - ~t N N ~a~ ~ O~i ,ay i _ 500 ~ pA`~ EN ' ~ ~ - ! ' "U ~ M a
~ 13~ bECE1.ERA110N °ti` tia`l LEFT v v
~ C'3 ,3©~~ TURN L E 150' I ~t°y~~- ,•~°k' STORAGE GTH - _ r
_ _ LEFT TURN PROPOSED i6" W _
~ 75.0 TAPER T - ~aa ~_-1-- ~ ~ W Ex15T1NG - - - - - y----' . ~ . W_`. ~^'~o~N ~ , . ~u~*x' W EDGE P MENT ~ - - - - - _ _ > ~ -
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' ~ / STORAG 41.0 LF. ~ X1`7 G O 1 y s t ER qpJ I 1- ~ 6
400 DEPARTUR ~ ~ CH "IRCP 0 ~ 5 . ° • 15 , 1
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M ~ r'] ~ ~ r7 ~ rri r~ M N7 N1 r'1 r7 r7 r'7 ~ M r~ M O ~
+ + 4 + + 4 + 4
+ + +0 +0 ~4+00 55+00 56+00 ~~+o0 5~+00 5~+0o N
U W
N TE$; ~ o m rn _ ~ ~ ~
N N N h O ~ p ~ M O, h M Minimum corner clearance from curb line of ~ ~ P O ~ Qj "y O ~ M ~ M M M O O W ~ ~ M C d t0 M ~ O N O ~ ~ ~ U M N M 0
in ersecting streets shall be at feast 2O ft from point M M M M M M M M M M M a%) M M M M M N) M M „J M M M M M N~
o tangency of the curb. No driveways shalt encroach a this minimum corner clearance. W ~
2. All public streets shown on these plans shrill have ~~"U I azz~
th full width of the right-of-woy cleared and graded 0
wi hin 50 feet of ail street intersections. The full width o right-of--wa shall be cleared and raded alon Old r: m ~ ° M o ~ o a ~ m o, WI-= I
y g g „ y C7 O O O p s`I CV CV NY N N N Mi burnie, Buffaloe and Forestville Raads. M M M M M M M M ~ M M M M M M ~ ~ ° ° Q' rn °o, o N ~ o N N N~fzW~n
3. For the proposed access points on Buffaloe Road and NOTE: M M i~ M M M M M M r7 O
F restville Road, the owner/developer is responsible for MINIMUM CORN a y conflicts wikh existing or proposed utilities, drainage Q
devices, Ire y ran s, u I I y po es, s Tee Ig s, ca c m LL
basins or similar objects within 23-feet of driveway N
centerline. Construction drawin s will show an inset INTERSECTING STf~EETS SHALL g ~ a showing all dimensions and other information required N ~ F ~ 00
for c BE AT LEAST 20 FROM THE onstructlon. The contractor well correct. any errors FaRESTV ~~E ~ BUFFALOS READS
or omissions uncovered in the field. POINT OF TANGENCY. GMM
4. The WC access ramps will be provided in accordance GRAPHIC SCALES NECKED
with the Raleigh Engineering Standard Drawing Pueuc ' STD 20,14. Where sidewalk is not re wired alon the EX(STiNG 60 RIGHT--OF-WAY ' RIGHT--OF~WAY- --Pr N5WA40pL~AR~W GJO cJ 5a 1 as APPROVED M
P ij q g GENERAL NOTES sewer Collection/Fxlenabn System ub a ROW, CUrb fS t0 be depressed at ail ramp UTILITY IN5TALLATIONS AND aTHER PUBLIC ~ query N sleigh eonserAe io the connection and ezlertekn of the gry's puMk anwar system a, ohgwn on ~-~-~----NEW 32.5 G M M
locations shown on STD 20.41. FACILITIES, INCLUDING SIDEWALKS AND HANDICAP p ' ~0 n10todof anA ~°~o^s m°th°d° ussd fw thte prt'(ai shop cantortn W the Clly'a Pablk '°-EXISTING 2 PAVEMEN ~ 4. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. RAEiPS ARE TO BE CONSTRUCTED ON A uopun Ronelndes' atarMonie aM spedrxaNona: ING 2 PAVEMENT-*-~~- STA~'f DATE
5. Private Street Ins ection Statement -The LL sTREErs 11 p 2. ALL SANITARY SEWER MAINS SHALL BE PVC 5DR 35 AS SPECIFlED BY CITY CODE. THE5E FAGLITIES qry of RaPolgh ~ construction inspection of privpte streets within cluster { ) HAV£ BEEN APPROVED 9Y THE qTY Or RALEIGH PuhGa Ulpltlee Department Pennii ~ • - 12 P v~°MeNT PLAN VIEW
UNLESS OTHERWISE SHOWN. AND SHALL Bi; SO INSTALLED UNLESS A CHANCE UI11tS, COndaminlUl115, townhouse developments and IS AUTHORIZED BE WRITTEN APPROVAL, PUDLIC canewciba Approval ~a z~ a ~o ~ as ,,,tt,~~~~ ~r COpE !f,
mobile home arks submitted for Cit o royal IS the ALL WATER MAINS SHALL BE DUCTILE IRON C15O PIPE. SANITARY SEWER EASELIENTS ARE TO BE RECORDED ~ p y pp PRIOR TO FlNAL ACCEPTANCE. Doto C&G ,
responsibility of the owner/developer. Copies of 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED certified ins ection re orts invalvin sub rode IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND TRANSPORTATION SERVICES ~ ~ ~ PU6LIC i/4 FT. 1~4 ~'1 b
p p 9 9 / Wafer DhlAbufbn/£xtanelon System a re ate base, roofralls, a re ate base and as halt AND 5PECIFICATIONS AND NC DOT STANDARDS AND Pusuc ununES ~ 99 g p gg ~ P ANp SPECIFICATIONS WHERE APP i ~ inla pbryn. fiho~malerfol'~"and ConihsYnx~i°ro m°Ihod~s uud~n of the Gry'e puhltc water tem oa shown on SIDEWALK qk PRQ~'ILE (HQRIZgNTAL} ESL ~ . v DRAWING
densities and thickness, and other ertinent information L CABLE. r« w9 pro1~ shop aonfo to the gly'9 Puhlk p 5. NO SIGHT OBS Q ttht~ttee Fimsdboake' sWMarde ono epodfiaafionst m No.
_ must be submitted to the City's Engineering Inspections TRUCTfNG OR PARTIALLY OBSTRUCTING WALL, CONSERVATION ENgNEER F' qty of Raleigh ~ 5 2.5 0 5 1
Manager at PO Box 59D, Raleigh, NC 27602 or faxed to FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER whpa uta~Dee oeporL,xnt pemdi ~ /na nl e71 cT7n n__i __i i ~ , ln,...1 P1R.IC(`T I]CTIhICCAf 7 CC'CT AAII~ O CCCT u, Vr_-,niir ~nn„r rir of nuurr.m /1~ ~ _ _ ~ / / nn~n unnriuun rvn,n~i nrnr,nu un~ ~I[ ,/suf. N n rnrrnu un~rr r nni. •.rn nrn rw., r. - ) n~._ ,hY4 ~ IBC
%zr ZI) oil-UIJy, t,ontaat tarry Hnaerson ai ~yly) u' ~ I -L-I nwv u rct.I nv nuunl riDVVC 1Mr- k4nMva+onWPrani / nUHU VVIUMIVi{Vb ITI'IGHL JtI,IIUIV VVII
83, -6810 to obtain details of the above re uirements. CURB UNE ELEV. SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. Date N.T.S. N. T UIN WIN UM7 A NU NULWALK I SPROEILE (VERTICAL)

• , t U
i ~ t
t J ~
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0~~0 15 01.2 0.. W 3 ~ 3 STgRAGE LENGTH t a. L DECELERATION - 50 ~ W` l > ~ w ~ ~ ~ ~ x o r~ ~
150 154.00 . . ~ No. _rnO~
„ CP DECELERATION , 30 ~ k , t LEFT T 1~ L ' LEFT TURN LEFT TURN , STDRAG l ` LEFT TURN LANE A' ~ ` X 50 = 200' ~ ~ ~ ~ ~
E LEFT TURN LANE _ ~ p, ~ ~Y STGRAG 50 ENGTH - C r cv rn LEFT TURN 2/S A = 134' ~ J N cv m
- 1N STDRAGE LENGTH TAPER (T) - 100. TAPER (T)~- 10 50,Qp ~ , - _ 75, Ioo,o 100.00 , 1 ~ ~ ~ 50' OECELERATT TAPER (T) = 100' ~ ~ ~ z ~ o
75:8--~-- _ 1S0.00' ne ro ~sNNC ra~arNr r ~
. 5 - R3g12 , ~ g,. .
ct cs e} A r1
W 9.4 - - C! e~- -tm- ' - -rte' -z~' - - . - - _ . _o_ . ; „ _ ~ - ssv-~'t- _ . _ _ . mm--ma- ~ , ~ _ _ d, ~ 07 rn
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'S.~' ~ Tp~30 p5 t~f'W~ - ' .31.o L.F ~ pt;.1a CURB.. D GUTTER Ily.2gg• Ey,IST~ ~ ~ , q_ - , ~ _ nE TO EGSIING Pa4a,IfNr I t itE TO DUSiWG PA ar WS ` 8' X 5Q ` 40p'
~~'.as ~ t!D 050%; TOC' Ca1a ~ , „ 1aP 1a C9'~W~ .~Gp 4 ~ • IN~'p0' 95 30" STANDARD u t ~ u ~
' 15 RCP C9 OUT .302• :303.53 5 Q: FL• UT=2ga. spa Iw a1 ~0. o CURB AND GUTTER l P
C % 0 w ~2gg' ti, , •C 6 ~ a C 1 A o IN`I• ~O Nv .R~Ia 301•f , ' , p ~ . 9 ~ ~ ; , ti , ~5 RCP ~ 18 29,8'
t } ~ ~ 1a ro ~ 8 , ~ ~ T,2g0 50~ ti~ l ; ~ E ~ C.~ . 5 ~
N~ IN~ 02.52 C ' ~ TpC 30 'Og a. ~ ~N . Op ®0• _ . Ca'R~ V puT i CP tON x +t3.ri C611 ^3 2.?.5 5 a1T 1 5 1N ,i T4C~3p~, ` ~
pRf- ~ tt,V 2 O IST~ w E ~~~OT ~ h. ' , . _ gT.2a t~' W ~ z
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, , - . _ . , ...E ~ . . _ I ~ T1E 1NT012~ IN m W
- , I _ - , ~ ! OLD MILBlJRNIE ROAD ~ ~
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i NOTES:
~ ' I ~ i i 1 ~ 1. Minimum corner clearance from curb line of
~ I' ' I I intersecting streets shall be ak least ZO ft from point of tangency of the curb. No driveways shall encroach
I ~ ~ 1 i , on this minimum corner clearance.
2. Alt public streets shown on these plans shall have
the full width of the right-of-way cleared and graded 0 o within 50 feet of all street intersections. The full width
N d' C71 O t0 N rn ~ h o7 O O O O O O N h N M O O 47 N d• h DJ ~ rn UJ 17 O O O b V' tD ~ O O of right-of-way shall be cleared and graded along Old
Q, pi p0 h U7 ~ tr1 d' ~ d' 'd' d~ d~ ~ d' d' ~t d~ O p p O O O O O O O O q O O O O O O r7 M M M M r0'1 O O O r7 M M r•7 M M M r7 M M NJ M r'7 Milburnie, Buffaloe and Forestville Roads,
3. For the proposed access points on Buffaloe Road and Forestville Road, the owner/developer is responsible for
any conflicts with existing or proposed utilities, drainage ~
68+00 + 4 00 0 0 5+ + 67+ 1+ + 63 0 6 +0 6 6 + 6 0 62 00 00 0 60 +o devices, fire hydrants, utility poles, street lights, catch 0
basins or similar objects within 23-feet of driveway ~ centerline. Construction drawings will show an inset
showing all dimensions and other information required
n U) M W d• N 6~ a0 U7 a0 US O1 a0 u] N N 00 rD Ol O ~t'! O M O O tD d' ~O t M M V' O ttl Oi O $ far construction. The contractor will correct any errors
C>i rb W I`h tG Uzi U) d~ rM r7 M rM K) r 1 i+l H~ ~ V ~/7 ~D rp O rp ~ M O O O O O O P 4 O O O b O P O 0 or omissions uncovered in the field.
4. The WC access ramps will be provided in accordance W with the Raleigh Engineering Standard Drawing U I- .
STD#20.11. Where sidewalk is not required along the ~ ~
Public ROW, curb is to be depressed at all ramp U ~ rJ
locations shown on 5TD #20.11.
M O V ~ f0 W O h N O h O1 M eh W O O V O O O N O O O O '7 N M N M O 0 0 ai ni a0 r c0 rt) U7 d~ Y et ~ ~ NI M t'7 r<I M V' V' tri cp v5 °o g 5. Private Street Inspection Statement -The ~ J N ~ o a construction inspection of private streets within cluster w ~ ~
M M M O O O O O O O O O P O O p O O O O O O r7 M M M M M r7 t'1 1'1 M5 t7 r7 K1 r•7 r7 M M M M M units, condominiums, townhouse developments and ~ I
mobile home parks submitted for City approval is the ~ ~ Z ~ responsibility of the owner/developer. Copies of w ~ _ ~
certified inspection reports involving subgrade/ t~ I
aggregate base, proofroils, aggregate base and asphalt ©Z ~ ~
densities and thickness, and other pertinent information q ~ J ~
must be submitted to the City's Engineering Inspections ~ fY Q ~ Manager at PO Box 590, Raleigh, NC 27602 or faxed to `Z ~
NOTE: (919} 831-6339. Contact Larry Anderson at {919} ~ m ~
MINIMUM CORNER CLEARANCE 831--6810 to obtain details of the above re uirements. ~ N U CO
FROM CURB LINE OF
' INTERSECTING STREETS SHALL DRAWN
R T1/I FAA R A W N 1 GMM
BE A r LEAST 20' FROM THE GRAPHIC SCADS ~ H~cl«
P CY. PuauC OIN T OF TANGEN Sewer Collection/Extension System
~ NEW DEDICATED The Gty of Raleigh consents to the connection and aztensbn o} the Gh/s puDlfc sewer system as shorn an U11UTY INS EXISTING 60 RIGHT-OF-WAY 15' ADDTL~ R W this plan. The material and conslructlons methods used far this proJoat shall conform to the Cit}~s Pubrc FACILl1IE5, U11LIlY INSTALLATIONS AND OTHER PUBLIC ~Q 5 ~U 3 QV API'I~OYED M FACILl11E5, INCLUDING SIDEWALKS AND HANDICAP
NEW 32.5' ~ Utilities }tandDooks' standards and specifications: RAMPS ARE 18' GENERAL NOTES City of Raleigh / AS SpECIFII RAMPS ARE TO BE CONSTRUCTED ON ALL 5TREETS ~ GM M AS SPECIFIED BY CITY CODE, THESE FACILITIES START DATE
EXISTING 2 PAVEMENT Public Utilities Ooparlmeni Permit fl HAVE BEEN 12 PA ROIP.N 1. 5ff SHffT SD-i, 2 & 3 FOR STORM DRAINAGE SCHEDULE. IS AUTHfl I HAVE BEEN APPROVED BY THE CITY OF RALEIGW AND SWALL BE SO INSTALLED UNLESS A CWANGE PLAN VIEW
~ E Construction Approval 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) SANITARY ~ IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED 50 25 ~ 50 ~ rlo JOB CODE
, ~,P~" UNLESS OTHERWISE SHOWN. Date PRIOR TO F 2.5 3.5' 5' 4 Z~~ 3. ALL WATER MAIN5 SMALL BE DUCTILE IRON C150 PIPE. ' TRANSPORT PRIOR TO FlNAL ACCEPTANCE. / L UU ~~ti~~~~~s ei? ~p ~ r /
C&G PUBLIC TRANSPORTATION SERVI Gz ~ r 6 ~ t ~ $
. 1 4"/Ft. 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED wafer Clstribatlan/E~rteneton system t FT / yqk PUBLIC umITIES ~ PROFILE (HORIZONTAL) ~9~~; = DRAWING
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND The City of Raleigh consents to the connectkn and entension of the City's public water system as shown an PUBLIC UTII SIDEWALK AND SPECIFICA110NS AND NC DOT STANDARDS AND this pion. The malarial and canslraalions methods used far this project shall cror~orm to the City's Public ; EA $ No.
AND SPECIFICATIONS WHERE APPLICABLE. Ul7rtiW Handbooks' standards and specifications: f CONSERVAII Gty of Rateigh ~ CONSERVATION ENGINEER 5 5 O 5 O `O 3
5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCIING WALL, Publla Ut1itles Deparimani Permit ~ r ~ PLANNING ~ ' ~i~' y ~ ~ v -
FENCE, FOLIAGE, $ERM, SIGN, PARKED VEHICLE, OR OTHER Construction Ayprovol PLANNING_ Rf1Ai1 WIIIFNINf» TYPI(:AI SFt^.TI~M WITH f:Rrt; ANFI SIfIFWAI K nR.trrT EaI-TWt:l:hl ~ FFGT el,ln R FGFT Itv u~lr_ur nan»~ ruG
CURB LINE ELEV SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. o to PROFILE (VERTICAL) % C, ~
N. T.S.

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275.85 YI15 INV W 20 PRIV m ~ ~ ~ ~ P ~ Q T=275.75 CB4 a IN s c"., ~ a ~ z... 96' m w w m - .O cfl cca C ~ ~ t~
DRA AGE W A .p S > ' t d n ~"l H I R I ~ 1 ~ d Q o m ~ ~ a o ~ lil
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FL IN= 71,D4 H-G1 L N^272. H ,lit) ~ ~ `z 0 x _ n ~ I Au< ( ) , ~ ' fNV IN 276.3 (CB$h) IN-272.44 { Jl) ~ x ,b • 0 ,z r'u s ; « cu ~ ~ ''a v / R J /
I FL IN= 71.04 (H-Hl =275. C647 ? z l u . ~ 'z z ~ ~ r~ _ ~ I T=27224 {MH- I - •P II N ~ { < ~ C ~ IN ,
I ~ FL OUT 210:84 -F3 ` INV U - . 5 CB43 h _ N ~ ~ - m 1 n ,x- ) N nj ~ pzN ~ I I x- \ ~ a°
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IfACNETIC ~ ~ r,:,~ ~e~w
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NOTES; W 1, Minimum corner clearance from curb line of ~ I J
intersecting streets shall be at least 20 ft from poin#
ti of tangency of the curb. No driveways shall encroach ~ ~ ~ U
d on this minimum corner clearance. V 1 ~ 2. All public streets shown on these plans shall have Q ~
the full width of the right-of-way cleared artd graded 'Q ~
within 50 feet of all street intersections. The full width
of right-of-way shall be cleared and graded along Old ~ 1 ~ a- _ ~ ~ ~ ~ ~ Milburnie, Buffaloe and Forestville Roads, v ( ~
. ~ ~ I 3. For the proposed access paints on Buffaloe Road and ~
'I ~ ~ Forestville Road, the owner/developer is responsible for Q ~ ~ W nny conflicts with existing or proposed utilities, drainage ~ Q
~ 1 i ~ - • i
i ` devices, fire hydrants, utility poles, street lights, catch ~ ~ ~ ~
~ i i . I 1 , i - i N basins or similar objects within 23-feet of driveway W a~ ~NI cenkerline, Construction drawings will show an inset ~
' i showing all dimensions and other information required
• ~ i ~ i . . i i . for construction. The contractor will correct any errors ~ W or omissions uncovered in the field. (n
i ' 4, The WC access ramps will be provided in accordance
~ ~ ~ I ; with the Raleigh Engineering Standard Drawing
~ i I ~ I ' , 5TD#20.11. Where sidewalk is not required along the ~ . ; Public ROW, curb is to be depressed at all ramp
~r locations shown on STD #20.11.
5. Private Street Inspection Statement -The
i i ~I I construction inspection of priva#e streets within cluster E- i units, condominiums, townhouse developments and ~ Z
~ ~ mobile home parks submitted for City approval is the ( ~
~ i ~ , _ o • F res onsi ility of th owner/develop Copes ~-J p b e er I of Q
. w r in ~ ~ ~ 6~ "'--6~59~'`-~ ~ ! certified inspection reports involving subgrade/ ~ (n aggregate base, proofrolls, aggregate base and asphalt
z ao ~ 4 N W Q.yG densities and thickness, and other pertinent information
' J ~ I a ad ~ I I ti must be submitted to the City's Engineering Inspections
m ~ i ~ ~C ' ~ ~ 8F / ~ .63% ®1 ~ , pVC Manager at PO Box 590, Raleigh, NC 27602 or faxed to
i .06 U.F• . 5 . 1 oa (919) 831--6339. Contact Larry Anderson at (919) N~^o . ~ ~ ~ ~ 831-6810 to obtain details of the above re uirements.
. r ~ Sx~ oa ~ U
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PUBLIC
Sewor Collection/&tension Syetem GRAPHIC SCCCA~~L}}ES nn cHECICED
iho Clty of Raleigh consents to the cannecllon and extension of tho City's publk sewer system os shown on UTILITY }NS• this pion. The material and conslrucl'ans methods usad,far Utis project shall conform to the City's Public UTILITY }NSTALLATiONS AND OTHER PUBLfCrJ" ~ ~ ~ JU ~ ~V APPROVED M FACILIlIE5, INCLUDING SIDEWALKS AND HANDICAP - GMM
Utilities Handbooks' standards and epecifiaatans: FACILITIES, RAMPS ARE G~N~RAL NOTES Gty of Roleigh ~ AS SPECIFIE RAItitPS ARE 70 BE CONSTRUCTED ON ALL STREETS
Public Ulpities t)epartment h ~ HAVE BEEN AS SPECIFlED BY CITY CODE, THESE FACIL111E5 START DATE HAVE BEEN APPROVED BY THE CITY OF RALEIGH
1. SEE SHEET Sp-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. AND SWALL 2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 5 Constmction Approval IS AUTHORI' AND SHALL BE 50 INSTALLED UNLESS A CHANGE PLAN VIEW IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC JOB CODE
NOTE: { ~ SANITARY E UNLESS OTHERWISE SHOWN. °ote PRIOR TO F PROIR~TO FINALRACCEPTANCE,AgR,E TO BE RECORDED CJ!'1 ~ 5~ ~ VV
MINIMUM CORNER CLEARANCE 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. PUBLIC TR NsPORT TRANSPOR7A7<ON SE C / ~ .,T. ~
4. ALL MATERIALS AND INSTALLA110N SHALL BE PERFORMED Water Oislribulkn/Exiension system A FROM CURB LINE OF
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND The Cily o} Raleigh consents to the conneclfan and ezlenslon of the City's puhhe water system os shown on PUBLIC UTIL AND SPECIFICATIONS AND NC DOT STANDAR this plan. The material and constructions mothods used for this roject shop conform to the City's Public INTERSECTING STREETS SHALL DS AND Utililiq Hondboaka' elandaMs and apedRoatb a: PROFILE (HORIZONTAL) DRAWING PUBLIC UT1U11ES
AND SPECIFICATIONS WHERE APPLICABLE. Gty of Raleigh ~ ~ CONSERVAII nn I Y~. CONSERVA110N ENGINEER ~4 ~ ~rJ' ~ U
BE A T LEA S T 20 FROM THE 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, Publk Ulilltlee De ma Permit ~
POINT OF TANGENCY. FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTWER Conslrucson al CANNING (1R.ICf Y pCTU1CCAI ~ LLCT AAIr1 R CCCT IA1 LlCInIJT nornrc TLiC ~p _ P - PLANNING ~ ~ -
IL1 4 - (11 V 111 - 141 VI II -1V Y" II IL ( (J CURB LINE ELEV. SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. oar v 1-f Lew PROFILE (VERTICAL)

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N N N N N N N N N N N N N N 1. Minimum corner clearance from curb line of ~ q N O
intersecting streets shall be at feast 20 ft from paint W W ~
of tangency of the curb. No driveways shall encroach ~ZZoO
11 00 1 1 1 on this minimum corner clearance. 1000 0 4+ 1+ 0 0 16+ 2. Ali public streets shown an these plans shall hove ~ d ~
the full width of the right-of-way cleared and graded W ~=Cf7 ~ I
within 50 feet of all street intersections, The full width ~ W
' of right-of-way shall be cleared and graded along Old Milburnie, Huffaloe and Forestville Roads. ~QQoO
3. Fnr the proposed access points on Buffalos Road and
Forestville Road, the owner/developer is responsible far ~ ls_ ~ w m
any conflicts with existing or proposed utilities, drainage devices, fire hydrants, utility poles, street lights, catch ~ N U ~
basins or similar objects within 23-feet of driveway
centerline. Construction drawings will show an inset DRAWN
showing all dimensions and other information required - for construction. The contractor wi11 correct any errors GMM
or omissions uncovered in the field. I puBUC GRAPHIC SCALES cHECK~D
4. The WC access ramps will be provided in accordance se"er Sewer Collection/tension Syslem q G M M
with the Raleigh Engineering Standard Drawing The City o} Raloigh consents to kha connection STD 20.11. Where sidewalk is not re uired elan the fhls pkn. The material and canstnrcl(ans math rants to kha connection and oxtartsion of the Citye pu6lie Dewar system as shown on ~O ~0 I V U APPROVED and canstnrcl(ana methods used far Phis pmjed shall confamt to the City's Puhlia UTILITY INSTALLATIONS AND OTHER PUBLIC lords and spedfkotlons; FACILITIES, INCLUDING SIDEWALKS AND HANDICAP GMM
GENERAL NOTES # q g UIGlties Hondhooks' standards and spedfkotbns' Public ROW, curb is to be depressed at alt ramp Gh ar Ralsign ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ A5 SPECIFIED BY CITY CODE. THESE FACILITIES 5TAR7 DATA
1, SEE SWEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE, locations shown on STD #20.11. Public UUlitles Department Permit rt Permit ~ - HAVE BEEN APPROVED BY THE CITY OF RALEIGH l AND SHALL BE SO INSTALLED UNLESS A CHANGE PLAN VIEW
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) 5. Private Street Inspection Statement -The Comlroctlon Approval N~ TE. UNLESS OTHERWISE SHOWN. construction ins ection of rivate streets wlthtn cluster' ~ I5 AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~Q n ~O q ry~ JOB CODE ~ [J SANITARY SEWER EASEMENTS ARE TO BE RECORDED V I U _
P P d Dote MINIMUM CORNER CLEARANCE 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. units, condominlums, townhouse developments an pR10R 70 FlNAL ACCEPTANCE,
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED mobile home parks submitted for City approval is the I
FROM CURB LINE OF res ansibilit of the owner develo er. Co ies of iN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND P Y ~ P P wore` WoterPtNagtriblul'an/Extet<sion System TRANSPORTATION SERVIC 1u r ` ~ ' ~anb to the aonnectian and exlanslon o! the City's publfe water system as strown an PUBUO U11LI11ES ~ PROFILE (HORIZONTAL) DRAWING
INTERSECTING STREETS SHALL AND SPECIFICATIONS AND NC DOT STANDARDS AND certified inspection reports involving subgrade/ The city of Raleigh canaanb to the aonnecllan ANp SPECIFICATIONS WHERE APPLICABLE. aggregate base, proafroils, aggregate base and asphalt Ulpitiea Hondbaols'tstanda dsaa dt pacificatlons and canstrucUarq melhada used for thGa project shall nPorm !o the Cily~s Puhfic No. lards and apacificatlons; r~ ~1
BE A T LEAST 20 FROM THE 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, densities and thickness, and other ertinen# information P City of Raleigh CONSERVATION ENGINEER C~ (3 1J ~ • 5 ~ ~ ~ O ~ -
POINT OF TANGENCY. FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER must be submitted to the Citys Engineering inspections Pablic UtiGlies Department Permit.-f'? rt Permit a i / I i~ _ A . 1' ~ w mr~y rexx ~xN t~;i iski rt,~trr.~rsse.._ i at3t~r'n:.~utn~
I I OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE Manager at PO Box 590, Raleigh, NC 27602 or faxed to ConstmcUon Approval PLANNING +l l U I 1! L
CURB LINE ELEV. SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. 919) 831-6339. Contact Larry Anderson at (919) { Y Dato PROFILE (VERTICAL)
831-6810 to obtain details of the above requirements.

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PAVEMENT MARKING LEGEND N D
TA Thermoplastic C4", 90 m C4", 90 mils) White Edgeline
TT Thermoplastic (8", 90 mi (8", 90 mils) Yellow Diagonal
UB Thermoplastic (90 rolls) (90 rolls) Right Turn Arrow
UA Thermoplastic (90 mils) (90 mils) Left Turn Arrow
UC Therm©plastic (90 mils) (90 mils) Straight Arrow
- UE Thermo lastic C90 mils) p C90 mils) Comba, Straight & Right Turn Arrow L
UI Thermoplastic (120 mils) (120 mils) Alphanumeric Character
TE Thermoplastic (4", 120 r 0 (4", 120 mils) White Solid Lane Line ~
TC Thermo lastic (4", 120 r P (4", 120 mils) White Wide Skips (10`) ~
TD Thermoplastic (4", 120 r (4", 120 mils) White Mini-Skips (2`) o
TI Thermoplastic (4", 120 rn (4", 120 mils) Dauble Yellow Median Island ~ ~ ~ ~ m
TH Thermoplastic (4", 120 r (4", 120 mils) Yellow Single Center Line ~ ~ o
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TF~ Thermoplastic C4", 120 r C4", 120 mils) Yellaw Skip w a N rn
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NOTES. 1. Minimum comer clearance from curb Tina of intersecting streets T2 Thermoplastic C24", 120 C24", 120 mils) Stop Bar ~ O z ~
shall be at least 20 ft from point of tangency of the curb. No
driveways shall encroach an this minimum corner clearance, f
2. All public streets shown on these plans shall have the full width of the right-of-way cleared and graded within 50 feet of all street o ~ ~
intersections, The fug width of right-of-way shall be cleared and ~~Q~
graded along Old MElburnie, Buffaloe and Forestville Roads. ~ ~
3. For the proposed access points an Buffafae Road and Forestville Road, the owner/developer is responsible for any conflicts with existing w a1 N ~ ~
or proposed utilities, drainage devices, fire hydrants, utility poles, U ~ UTILITY INSTALLATIONS AND ETHER PUBLIC
street lights, catch basins or similar objects within 23-feet of GENERAL NOTES FACILITIES, INCLUDING SIDEWALKS AND HANDICAP DRQ',Vj~
driveway centerline. Construction drawings will show an inset showing all dimensions and other information required for construction. The NOTE: 1, SEE SHEET SD-1, Si)-2 & SD-3 FOR STORM DRAINAGE SCHEDULE. ASMSPECIFIEO B 6 CITY COpE C~THESE FACILI ESETS G M M HAVE BEEN APPROVED BY THE CITY OF RALEIGH 'CHECKED
contractor will correct any errors or omissions uncovered in the field. 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) AND SHALL BE 50 INSTALLER UNLESS A CHANGE
4, The WC access ramps. will be provided in accordance with the MINIMUM CORNER CLEARANCE IS AUTHORIZED BE WRITTEN APPROVAL. PUBLC GMM SANITARY SEWER EASEMENTS ARE TO BE RECORDED
Raleigh Engineering Standard Drawing STD~20.11, Where sidewalk is not UNLESS OTHERWISE SHOWN. GRAPHIC SCALE required along the Public ROW, curb is to be depressed at all ramp FROM CURB LINE OF 3. ALL WATER MAINS SHALL BE DUCTILE IRON C15O PIPE. PRIOR TO FINAL ACCEPTANCE. APPROVED
locations shown on STO X20.11. 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED as n ao so IsD sao ~~j.~~! (D8' GMM 240 TRANSPORTATION SE START DATE
5. Private Street Ins ection Statement - Tho construction ins ection INTERSECTING STREETS SHALL p p IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND PUBLIC UT1LI11ES
of rivate streets within cluster units, condominiums, townhouse ~ p BE AT LEAST 20 FROM THE AND SPECIFICATIONS AND NC DOT STANDARDS AND i develo meats and mobile home parks submitted far City approval is J sae cony
p AND SPECIFICATIONS WHERE APPUCABLE, , , the responsibility of the owner/developer. Copias of certified (IN I'EET ) CONSERVATION ENGINEER nn ~ ~3 u~
POINT OF TANGENCY 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL inspection reports involving subgrade/ aggregate base, proofrolls, ~ i inch = 80 ft. PLANNING M ```\t,5 t ti n Iirr , D(l/^iYVI1VG
aggregate base and aspholk densities and thickness, and other FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
pertinent information must be submitted to tho City's Engineering OBJECT BETWEEN 2 FEET AND $ FEET IN HEIGHT ABOVE THE Inspections Manager at PO Box 590, Raleigh, NC 27602 ar faxed to CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. No.
{919) 831-6339• Contact Larry Anderson at [phone] to obtain SI~;~ y°.
details of khe above requirements.
6. ALL traffic control devices should conform with the MUTCO (Manual
of Uniform Traffic Control Devices).
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PAVEMENT MARKING LEGEND D
TA Thermoplastic (4", 90 mil<_ (4", 90 mils) White Edgeline
TT Thermoplastic (8", 90 mil<_ (8", 90 rails) Yellow Diagonal
UB Thermnplastic (9O mils) (90 ails) Right Turn Arraw
UA Thermo lastic (90 rails) P (90 ails) Left Turn Arrow
UC Therrloplastlc (90 ails) (90 Ails) Straight Arrow
UE Therr~o lastic (90 mils) P (90 t+~ils) CorTbo, Straight & Right Turn Arrow `1 L`"
~I
UI Thermo lastic (120 ails) p (120 ails) Alphanumeric Character
TE Therr~oplastic (4", 120 tail (4", 120 ails) White Solid Lane Line 0
TC Therr~oplastlc (4", 120 mil (4", 120 ails) White Wide Skips (10') ~
TD Thermoplastic (4", 120 rail (4", 120 ails) White Mini-Skips (2') ~
N
TI Therroplastic (4", 120 miL (4", 120 ails) Double Yellow Median Island U w
J ~
TH Thermo lastic 120 rail P 120 ails) Yellow Single Center Line ~ p
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TF' Thermoplastic (4", 120 mil (4", 120 Ails) Yellow Skip w ~ N ~
NOTES: 1. Minimum corner clearance from curb line of intersecting streets T2 Thermoplastic (24", 120 rr ~ U I
shall be at least 2D ft from point of tangency of the curb, No (24", 120 mils) Stap Bar ~ p Z ~
driveways shat! encroaah on this minimum corner clearance. ~ c~ I
2. All public streets shown on these plans shall have the full width of the right-of-way cleared and graded within 50 feet of all street O ~ W ¢
intersections, The full width at right-of-way shall be cleared and
graded along Dld Milburnie, Buffaloe and Forestville Roods. ~QQoo
3, Far the proposed access points on Buffalos Road and Forestvlle ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ m N
Road, the owner/developer is responsible for any conflicts with existing or proposed utilities, drainage devices, fire hydrants, utility poles, FACILITIES, INCLUpING SIDEWALKS AND HANDICAP U 00
street lights, catch basins ar similar objects within 23-feet of GENERAL NOTES RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES
driveway centerline. Construction drawings will show an inset showing HAVE BEEN APPROVEb 8Y THE GITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
all dimensions and other information required for construction, Tha NOTE: 1, SEE SHEET SD-1,SD-2, & 5D-3 FOR STORM DRAINAGE SCHEDULE contrac#or will correct any errors ar omissions uncovered in the field. 2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 IS AUTHORIZEb BE WRITTEN APPROVAL. PUBLIC GMM SANITARY SEWER EASEMENTS ARE TO BE RECORDED
Q. The WC access ram s will be ravided in accordance with the p p. MINIMUM CCRNER CLEARANCE PRIOR T4 FINAL ACGEPTANGE. ChEECKED
Raleigh Engineering Standard Drmvmg STD~20,11. Where sidewalk is not UNLESS OTHERWISE SHOWN, TRANSPORTATION SERVICE ' 6I~ d 0 GM M APPROVED
re uired alon the Public ROW, curb is to be de ressed at all ram 3. ALL WAT MAIN A GRAPHIC SCALE q 9 P P FROM CURB LINE QF ER S SH LL BE DUCTILE IRON C350 PIPE. locations shown on STD ,20.11. p 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED so o ao so ~za zoo
5. Private Street Inspection Statement -The construction ins ection I N T~f~ SEC TI NG S TREE TS SHALL p IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND zdo PUBLIC UTILiT1ES ~ GMM ~ START DATE
of private streets within cluster units, condominiums, townhouse , CONSERVATION ENGINEER
developments and mobile home parks submitted for City approval is BE A T LEAST 2D FROM THE AND SPECIFICATIONS AND NC DOT STANDARDS AND ; ttte responsibility of the owner/developer,. Copies of certi#ied AND SPECIFICATIONS WHERE APPLICABLE. IN FEET PLANNING ~ JOB CODE
POINT OF TANGENCY. 5. Na sICHT i ( ) inspection sports involving subgrade/ aggregake base, proofrolls, OBSTRUCT NG OR PARTIALLY OBSTRUCTING WALL, i inch = 60 ft. ,~tiim~unli ~n ray,
aggregate base and asphalt densities and thickness, and other FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
pertinent information must be submitted to the City's Engineering OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE , , DRA~IING
Inspections Manager at PO Bax 59Q Raleigh, NC 27602 or faxed to CURB LINE ELEVATION SHOULD BE PLACED WITHiN A SIGHT TRIANGLE. [phone], Contact Larry Anderson at [phone] to obtain fro.
details of the above requirements.
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' / ROAD TIE-IN TO ADJOINING EASEMENT Fj~ HIGH SOLID W OD OR / 283 , PROPERTY, IN LIEU OF A SLOPE
EasEMeNt VINYL FENCE TO BE PR~PE
20' x ~0'
~ ,34 / 2S Zo• ~oR a INSTALLED W17HIN 5' OF s~o / 28 i s"w R"RY ry PROPERTY LINE. SLaPE EUGENE ALLEN
~ p EASE ~bRNNAGE - EASEM T~ '-Q°,- EASEMENT I~UNTER DA
EASEMENT / ' CRAWFQRD G 8c DB 3461 PG 131
~Gji ' 33 2g yz. ~ RICH ANDTAOMEPH &
BRYANTI BM1980 PG 6`~4 ~
~ r~rl ' GHILONI DB 3461 PG 129 PIN: 1745-69-4713 DB o
/ 285 i , ~ ' DB 3125 PG 80 BM 198a PG 694 REID: 0126557
PiN: 1745-G9-1792 SINGLE FAMILY NBM1 ~
~ o°~ NA'~E OPEN SPACE BM 1976 PG 433 REID: 0001395
2$ `32 / LOT #506 PINREID4009805032 Nom R-4 -VACANT ~ R~~ o N
NOTES:
6 2~ AREA= 2.063 A R-4 M~ / / ~ VACANT snail 1. Minimum comer cl arance from curb line. of intersecting streets ~I N ~ w shall be at least 20 k from point of tangency of the curb. No ~ ~
' ? driv 2g~ . ` 28 RICHARD JOSEPH & MINIMUM 2" CALIPER WILL?W 2 " ~ 31 ine driveways shall encra ch on this minimum corner clearance. GENER L NOTES J p
2 All public streets awn on these plans shall have the full width of 1 SEE S EET SD-1, 2 8c 3 FOR STORM DRAINAGE SCHEDU E. ~ ~ _.i ~ ~
the right-of-way cle ed and graded within 50 feet of all street W ~ N ~ intersections, Tha ful width of right-of-way shall be cleared and 2. ALL 5 NITARY SEWER MAINS SHALL BE PVC (SDR 3S)
' \ aNiTA M GHILONI ?AKS WILL BE PLANTED AT Q~Q-, ~ Bi DB 3125 PG 78 grad BM 1976 PG 433 50' INTERVALS AL?NG NEW Ra PUBLIC STREETS AND IN s;, ~v so• ~PPo~p,~. PIN: 1745-59-4689 a,~,~ 288 ;Q~ ITARY E~NE~r REID: 0098049 GREENWAY EASEMENT ALONG a~ d; graded along Old Milb rnie, Buffalae and Forestville Roads. UNLES OTHERWISE SHOWN. ~ U ~
3. For the proposed cess paints on 8uffalae Road and Forestville 3, ALL TER MAINS SHALL BE DUCTILE IRON C150 PIPE. O ~ Z ~
Road, the owner/level per is responsible far any canfricts with existing 4. ALL M TERIALS AND INSTALLATION BEFALL BE PERFORMED W ~ _ ~ or proposed utilities, rainage deaces, fire hydrants, utility pales, 1
street lights, catch b fns or similar objects within 23-feet of 1N AC ORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ w ¢
driveway centerline, nskruction drawings w71 show an inset showing AND ECIFICATIONS AND NC DOT STANDARDS AND ~
all dimensions and of r information required for construction. The AND PECIFICATIONS WHERE APPLICABLE. ~ Q Q ~ contractor will correct any errors or omissions uncovered in the field, 5. NO SI HT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL ~ ~ ~
30 EASEMENT R-4 F~RESTVILLE R?AD AND OLD SINGLE FAMILY Ral ~S- 29 MI BURNIE regal 4. The WC access ra swill be provided in accordance with the w Ct] N
FENCE FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER Raleigh Engineering St ndard Drawing STD#20.11. Where sidewalk is not ~
S . ~a<a~ required along the Pu is ROW, curb is to be depressed at all ramp OBJEC BETWEEN 2 FEET AND 8 FEET IN WEIGHT ABOVE T E U ~ locations shown an S X20.11. CURB INE ELEVATION SHOULD BE PLACED WITHIN A SIGH TRIANGLE.
5. Private Street Inspe tion Statement -The construction inspection
of D Bevel of privake streets withi cluster units, condominiums, townhouse GMM
developments and mob le home parks submitted for City approval is IiECKEU
\ \ \ \ Y the ~ \ llPyq a~~~(~ Pe~t " Insp \ \ ~ NQTE: deta = MINIMUM CORNER CLEARANCE kite responsfbiliiy of th owner/developer. Oopies of certified UTILITY INSTALLATIONS AND OTHER PUBLC ~ GMM inspection reports invo 'ng subgrade/ aggregate base, proafroils, FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREE 11U11 ~ r' rlr APPROVED
aggregate base and a halt densities and thickness, and other AS SPEOIFIED BY CITY CODE. THESE FACILITIES G M M NAVE BEEN APPROVED BY THE CITY OF RALEIGH " ,
pertinent infarmatian u5t tle Submitted k0 the Clty's Engineering AND SHALL BE SO 1N5TALLED UNLESS A CHANGE / ' START DAIS
Inspections Manager at PO k3oz 590, Raleigh, NC 27602 or fazed to IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ?
(919} 831-6339. Cant of Larry Anderson at (919) $31-$610 to obtain PR OIRATO FINVA~LRACCEPTANCE,ARE TO BE RECORD D 5 ~ 9l details of the above r uirements. - `~B UU~
TRANSPORTATION SERVI S = ~ ~V ~ Q' -
- ~ PU$LIO UT1LITlES , ~ ' ' '
GRAPHIC SCALE M DRAWIf~G
~ ~ FEE IN7'~-IEU-OF WILL BE FROM CURB L1NE OF L CONSERVATION ENGINEER ~ ~ ~ ~~/'rr' M0~ ~JQ, sa o ao so 12o 240 rq rrnlmti~++~
~ ~ i~4uIRED FOR PAVEMENT, INTERSECTING STREETS SHALL 20"~ 20' ~ CuRB~& GUTTER & BE AT LEAST 20' FROM THE PLANNING

SLOPE^ T ~ SIDEWALI~.FOR STREET on~n~r nc Td AICFAI(`Y iU FF.T'i T 1
tH~tMtIV I I r v++v + yr r /--%I vvL! w.~ .
ITkA-T DOES NOT EXTEND I inch =~60 ft.

NOTES: U
\ \ PLANTTNG CALCULATIONS UTILITY INSTALLATIONS AND STALLATIONS AND OTHER PUBLIO NOTE; 1. Minimum corner clearance from curb line of intersecting streets J
\ \ FACILITIES, INCLUDING 51DEW~ - ~ r RAMPS ARE TO BE CONSTRL INCLUDING SIDEWALKS AND HANDICAP shall be at least 20 ft from point of tangency of the curb. No _J ~E TO BE CONSTRUCTEp ON ALL STREETS MINIMUM CORNER CLEARANCE driveways shall encroach on this minimum comer clearance. d ~
Vehicular Surf ace Area 64 449 f AS SPECIFlED BY GITY CODE \ \ 1 HAVE BEEN APPROVED BY T lED BY CITY CODE. THESE FACILI7iES 2. All ublic streets shown on those Ions shall have the full width of ~ ~ m N APPROVED BY THE CITY OF RALEIGH FROM CURB LINE OF p p
~ \ AND SHALL BE SO INSTALLE IS AUTHORIZED BE WRITTEN L BE SO INSTALLED UNLESS A CHANGE the right-of-way cleared and graded within 50 feet of all street Ui ~ 'L x RIZED BE WRITTEN APPROVAL. PUBLIC d O
\ \ SANITARY SEWER EASEMENT: _ _ SEWER EASEMENTS ARE TO BE RECORDED 1N TERSEC T1NG STREETS SHALL intersections. The full width of right-af-way shall be clearod and ~ - p ~ FINAL ACCEPTANCE. graded. along Old Milbumie, Buffaloe and Forestville Roads. = o
- 1/ 2 0 0 0 S E- 3 3 Trees R e u i r e PRIOR TO FINAL ACCEPTANC Trees Re aired q ` \ \ q ~ BE A T LEAST 20' FROM THE 3. Far khe proposed access points on Buffaloe Road and Forestvilie ~ ~ ~ ~ ~ ~
' TRANSPORTATION SERNCES_ \ \ ~ ~ Trees Provideol CPhases 1 ,,,~~,~„~,,,~,,,,,,~.35 Total ITATION SERNCES Road, the owner/developer is responsible for any conflicts with existing U ~ ~ N N co
\ \ rILITIES ~ POINT OF TANGENCY. or proposed utilities, drainage devices, fire hydronks, utility poles, Q c v ~ street lights, catch basins or similar objects within 23-feet of ~ ~ ~ z ~ ~
~ = = h r u b s R e u i r e d PUBLIG U71LIT1E5 bs Re aired 1/500 SF 1~9 S Shru q ~ q ~ (7~ p~ driveway centerline. Construction drawings will show an inset showing ~ m ¢ ~ ~TION ENGIN R all dimensions and other information required far construction. The ~ l
` ~ CONSERVATION ENGIN R (Phases 1 & 2) 360 Total Shrubs Prov€ded
~ PLANNING contractor will correct any errors or omissions uncovered in the field. ~ ~ N ~ 4. The WC access ramps will be provided irs accordance with the ~ ~ a ~
~ ~ \ Raleigh Engineering Standard Drawing STD~20.1L Where sidewalk is not ~ 'rn ¢ ~
.required along the Public ROW, curb is to be depressed at all ramp ~ ~
ti \ , \ \ 4 HIGH BERM LOCATED locations spawn an STO X20.11. 5. Private Street Inspection Statement -fie construction inspection
\ ~ , of private streets within cluster units, condominiums, townhouse ~
\ \ WITHIN 20 OF BUFFALOE Y LINE . \ developments and mobile home parks submitted far City approval is U
\ ROAD R-O-W. STOP BERM \S TREES (PHASE 8) the responsibility of the owner/deveioper. Copies of certified ~ inspection reporks involving subgrade/ aggregate base, proafrolls,
WHERE THERE ARE
• ~ ame Latir T. y X1STiNG TREES AS NOTED. PH S r>lbol N ~ T \ Latin Name S l z e H e i h t aggregate base and asphait densities and thickness, and other pertinent information must be submitted to the Citys Engineering
RiA ~ ~A Inspections Manager at PO Box 590, Raleigh, NC 21602 or fazed to
,,F \ 8 Wp Wlllow pak Querc~ Q u e r c u s P h e l l o s S 8l [phone]. Contact Larry Anderson ak [phone] to obtain details of the above requirements.
\

\ ~ ONSTRUCT 1 2 OF PR 11 Acer ACeI^ ~Uf~IY'Um 1,S" 8' GENERAL NOTES 1. SEE SHEET SD-1, 2 & 3 FOR STDRM DRAINAGE SCHEDULE.
5 B B RO rb ~ \ \ 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) ~
~ ~ , ~ NY ADDITf AL TURN LANES
~ ~ ~ ' A \ \ ~ SHRUBS (PHA E 8) d- ~ ; . 0 BE REV WED AND o o~ g \ \ 3. ALL WATER MAINS SHALL BE DUCTILE IRO ~ W
~ Q- r.d. ' o ~ \ d~ ^ o J 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ (I)
~ ~ a Holl Tlex 3 64 TCH \ Y Tlex Crenate Helleri ~ ~Ql 15~~ IN ACCORDANCE WITW CITY OF RALEIGH STANDARDS AND Q
~ 9f f \ \ AND SPECIFICATIDNS AND NC DOT STANDARDS AND - AND SPECIFICATIONS WHERE APPLICABLE.
o ~ ..ryz \ \ ~ Nandl NandinaDor~estica 3 gal 15_~~n 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, _
a 188 ND Nandlna ~ \ \ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE (,n
\ \ CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ I z
~ \
~ ~ \ ~ \ \ ~ \ 4 FEET BERM WITHIN 20' DE ~ ~ Q
~ ~ . ~ BUFEALEE READ CIS ~ o- ~
r ~ ~ ~ ~ 2 Hf GH rp~ ~ ~ ~ 6 S v 4 ~ 6 S . ~ ,
~ : ; rs o, ~ \ WITHIN 20 OF BUFFALOE RIGHT-EE-WAY WILL BE °-z z
~ psi ~ ~ r ~ RoaD R-a-w. INSTALLED ALENG BUFEALEE ~ o =
~l ~~qN
~ 8 2 \ ~ READ AS ~QUw
S ~ S 6 SHEWN WHERE NE TREES ~ U~
~ ~ o ~ ~ Q
~ S WERE FEUND BY FIELD ~ o I- ~
~ co ~ S Tar or
~ 0 VERIFICATIEN, ~ ~ ~Qz
~ pc ~ t ~a
I GRAPHIC SCAI.aE J ~ ~ © ~
t~ .k ~F.U~TURE RECREATI'Of~ - ~ ~
~ ~ S ~ ~ so a ~ so ~za sao""'i f-' ~ W II
~ ~ , 20. PRIVA S ~ , .TE. OPEN, SPA,CE~~. .
~ O DRAINAGE ~ Y.,• w ~1 ~ {O s :EASEMENT ~ • ~ c~ 9 ~
c~ ~ ~ ~ ~ ~
~ AREA ~~~~1,.18~~~AC. ~ ~ ~ ~ I L inch = 60 ft. ~ --1
nr ~ ~ ,b, ~
s o ~ , 9 ~ ~ s ~ p , s s
J ~ ~ ~ ~ a ~ 0 ~ 1 ~ o ~ < . ~ ,0 0 ~ s ~ `I
s' ~ ~ ~ :ti V R C~ t ~ ~ +
~ t , ~ 1, W THIN
~ ~ ..1, c~ ~ ~ 1 6 a ~ a ~ ~ ~ , ~ ROAD
o ~ q~ ~
t s ~ ~ \ ~ 9~ ~ ~ ~
~ ~ ~ , ,
2 ~rn ,S 6 v ~ 7 - . ~ o 4' v My ri Q ! ~
s Q _ ~ _ ~
q ~ ~ ~ ~ t ~ - \ ~ ~ ~ ~ ~ ~ n• n~ ~ ~ cn ~
5 - g ~ 8 ~ ~ ~ r
A2 ~ 0 6 ~ ~r ~ ~
~ 2 o ;
~ ~ ~ ~ ~ 9: ~ ~ ~ ~ . 5 rw
~ ~ ~ ~ ~ ~ a r - v~/
~ ~ ~ a v~ , D~
~1~~ ~ ~ w
~ ~ ~ ~ ~ / w ~A
~J ~e ~ 20' P IVATE YJ ~ ~ ~v ~ cr` ~ ~ ~~1/ ~
~ o ~ ~ ~ l OT •51~" 3 ~ \ ~ ~ TOWNH~ E L ~ wEA ~ ti o
7 ~ 8 2 ~ ~ ~ . ~ ~ 3 ~ 6 ti , a ~Q ti
AREA=S 785 ACRES . ~ s o 6 ~ ~ ~Ak ~`AV, ~
q~ 2 S ~ j~7 p~1VA ~
9 o Y•: o' coR ~ ~ PHASE 2 s 4,32 (?t7 ~ ~ o
~ o, o ~ ~ SEWER i Sq, ft / ; ~ N
Sj 2 ~ h M T -+a 0 ~ ~ -w
D AINAGE ~ ~1 ~ c-,~ 20 PRIVA 4- p- ~ ~ N
~ ASEMENT o ~ ~7 OR INAGE (fJ C~ ~ z N p r Q ~ O
~ ~ ~ E EMfNT ~ ~ N ~ N ~ O O O ~ ~ d- N O r 0 t-- , ~ ~ ~ I,,-7 o Y- o r- Y- 1 0 6 ~ o ~ N O Ln
7 0 S ~ o o S . ~5, ~ N N ~ r.- Ln I.n ~ ~ U7 r ~o jr ~ ~ ~ . ~ Z Z o0
~ b` r~ ~0` O tS7 1` MAC ENE A qj MATCHLIN BHT ~ MATCH NE A r~
~ ~
~ - - .
6 - - ~ ~ . 6 ~ ~ . " . . r ~ ~ ~Q~~
c.~ j Q ro . ~ - m ~
9~ ~ - -
~ ~ ~ 8 C J^ ~ ~
Q Q R ~ B ~ ~ 4- ~ ~ ~ `Z- ~ DRAWN
6 13183 s(~, ft. ~ ~ ~ c`' i~ 4- ~ ~ a ~ >v O Lv GMM
s G3" -f-' Q" CS (n ~ ~ o , i CHECKED
tTJ cn Ln O ,N i;~- cr co O p O O Q
~ a~ O O r- O O 3 U QQ F rh O O O ~ O ~ ° ~ o ~ mil- ~ J. ~ w,~ " G M M
81 U~ r. d- O 20 PRIVAIEO O O ~ r- ~ ~ 20' R ~ DR INAGE O O ~ b a O ~ ~ 4 ~ ~ ~ ~ ~ ' ' . y APPROVED Ln - ~ _ S a,~~.. GMM
~ IVA C\j O SAN Ln EA T L.C) ~ ~a4 s . ft. ~ 83~ S . ft 2D R LIB L(~ ~ ~ ~ ~ ; . / START DATE
q q sE DR NAGE ~ ~j ~ ~ I/ J ~ VA
EA EMENT EASEMEN ~7 . ~ i~ ~3 I JOB CODE
I~ ~ EAS ASE 4>: AS ENS - y ~ _ ....I
9 2 u-- , 18 606 s .ft. . S ~ 1 q 20 PRIVAT ~ 1 9 N~,, ~ ~ ~ ~ DRAWING
~ ~ 20' PRIVATE 80 EASEMENT ~ ~ ~ ~ ~ ~
9~ ~ ~ ~ ~ l1 DRAINAGE 6 ~ ~ ~ ~ ~ nn I ~ 00 0' ~ ~ 07 to cn cn ~ ~ ~ ~ O r. ` j. ~ 7
EASEMENT 11 ~UO S .ft. U7 U1 O N ~ to q r. oo ao o ~ r. h
00 t9 CCU ~W l - DR AG
00 co co ao' ~'v sn 12,509 s .ft. EME T
DRAIN P V hPTRC R
~0

~ .
~ ~ = TO BE REVIEWED AND
~ v ~ APPROVED BY NCDOT. ~ ~ J A ~ E ~ L 0 ~ ~ ~ ~ ~
15" RCP j
~ JOYCE C J INV EL = 301.29 1! I J f ~ ~ ~
~ V V v Jr~ Ra ,f ~ ~ DUI ~X 4 HIGH BERM LOCATED ~ ~ ~ n °
Z U7 "`y,~ , ~ xn , ~ ~ WITHIN 20 OF BUFFA~OE 1 ~7 r ~71 a ~ ~ °
3 •X y , " ROAD R--O--W. STOP BERME ~ I / U ~ / I ~ ~ 0 'a O ~ N N t4 ~ 1//--. WHERE THERE ARE I f I ~ I.._ I U a ~J 0 ~ ~J ~ J ~ ~ ~ z ~ ~
~ ~ W ' ~ ~ ~ ~ ~ ~ ~ ~ : X STING TREES AS NOTED. ~ ~ N r~
~ , S~~C~ FAQ Y ~ ~ ~.D~~
~w
~ ~ LOT 5~ 9'~. ~ TOWNHO E w
~`ATy ~ ti ti , , Y . . =5 785 ACRES ~ ~ ~~EVn ti i' ,1 VA
AREA . , ti ~yAy A ~ . ~ti~ ~ ~q ~ ~
3 i vq 20 coR 6 , 1 1 ~ ~ `
- ~ 2 4 , ~ ~ ~ ~ I
SEWER S ~ ; ~ ~
(NV EI _ 27.''3 ~ ~ ro _ ti ~ _ ~ :I I ~
e.
~ 20 PRIVAT L+- Cj- ~ w I\ (n N r`7 ~ ~ ~ ; I / W - ,:.1 ~ , ~ DR WAGE ~ u7 Cfl ~ ~ O O p r- r-. p~ Ch rn
E EMENT cn cn N N r-- d d © © ~ ~ ~ ~ W ~ ~
18" RCP
N t-- CO d r- ENV EL = 298.41
1N A ~ h ~ . MATCH ~ ~'7 r- Ln ~ cn - .k, ~ ~ .
~ . , _ ; - , _ - - - - . . t
. _ _ _ ~ ~ r b •'y ~ CONSTRUCT 2 OF PROPOSED 53 ~ w
INV FL = 297.82 - - ~ ~ ' ~ ~ , f,
r- ~ ; ; . _ . : ` / h. V I ~ x : B/B ROAD. ~
• • Nl~~'A_D~1Q NAL TURN LANES ~.1~ c[
C ti ~ t~ R I' ~VED AND - Z
B R ~ 1 ~ ~ v ~ ROVED BY NCDOT. Q_
o- is O ~ f ~ ~ ~
cr c~ ti ~ o- tT ~ N ~ f` fn CO rn ~ ~ ~ QJ
C7" o" a0 ~ O ~ ~ ~ O O O ~ O') o -a ~ O O O O r- O O ( ~ ~ rs, o o ~ U ~p ~ ~ p T-- O d d- c~ C... v v l ~ M ~ s ~ JA ES ~ m ~
O O © O 20' PRIVATE O d p d ~ ~ <C Il, z
N ~ 20' R ~ DR WAGE d d 4 O p ~ • - r-- ~ ~ SAN Ln A T ~ ~ ~ ~ ' f CLUO~ V 1 L" HDP03.47 D 434 ~ ~ ~
N ; SE o 1 I ~ ~ BM1988 ~
~ ~ EASEMEN VAT
o NA~€ ~ - AS ENT I ~ yes p P ~ : 17 46 z z
~ . EAS ~ - ti • ~ ~ ~ , ~~~EC REID: w wo_ ` _
_ ~t- -k-+ .N ti._. ~ N~W;EDGE QF' BANK • , ~ ~ ~ 0--. I- C.~
` ~ ~ MAINTEN~AN~CE ~ ~ f ~ ~ W
~ EASE EASEMENT• , ~ ~ f VAC ~ ~ ~ Q - 8s~p~ ~ ~ - ~ j A RECOMB NAT ON ~
~ N ~ ~ ~ Op ~ ~ ~ ~ ~ [ , 20' IV
~ d' ~ 00 ~ co - ~ i w ~ ; ; w cs~ w DR ac Z? . ~ WILL OCCUR THAT ~-z~ Qz
EME T ~ + r` ` PRIV TE• AIN ~p TT R P ~ AINA ~ j , WILD INCORPORATE ~ ~Q
D1RC1 r SEM N ~ ~ , . .
3 , _ . , . . T _ _ - _ _ , 5 _0J 0 I ~ Q
I'S . _ _ ~ POND Td'6E
- _ _ - ` , , IN :SIZE AND - FOND TO 6E ~10DIP'IED • - ~ L A ~ D i N T O THE Q ~ IN ,SIZE AND USER AS•. WATER ~ ' J f f
" A , - pUALI~T NDE5 LI 6 pUALITY DEVICE I f t D E VE L a P M E N T, NEW..'~OND SIZE 2:Q'ACRES,.
~ HM ~ ,NEW.. r r
31 B / 5 Q R / oo , 0 1 4 5 rn ~ I' , ~2~~1 ~ ~ ~
~ ~ C.rl / + 85.6 . ~ j c.~ z
~ 85;fip I
© co ~ ~ ~ ~ ~ ~ N ~ ~ POEJD ~ i s f LL..1
~ ~ ~ ~ ..o ~ ~ ~ ~ ti~'`' s• SURFACE EL•, POND ; 1 ~~--yy~~ SURFACE EL = 293 5. ~ I W
S} S1 20' P IVAT1~ ~ ~ p- ~ DRAIN GE ~ r 1 ~ ~ AT TIME: QF,, AT .TIME OF,~SURVEY ~ !36•b
~ r-- JAMES I-
~ ' NOTE: NO DRIVEWAYS ACCES D B 147
~7 ~ - 99 3. 20 PRIVA ~ f, /
DRAINAGE -rte ~ 6 • ba POINTS TO OR FROM OLD BM 198
E EMENT 20' PRIVAT ~ ~ ~ , ~ DRA GE vim- m~ ~ ~ ~ ~6~ 5 0~ 07 N x ~ ~ ~ MILBURNIE ROAD WILL BE PIN : ~ 746 -
~ N CS EASE T ~ w' C~ ~ ~ lf~ ~ 20' PRIVATE C~j % ~i' ALLOWED.
r- ~ ~ t''7 r~ to ~ ~ ~ ~ O r. O CP fl ~ DRAINAGE ~ I / S , ft. , ~ ¢ = EA ~,2 . .-1 ~ I READ:
,n d d ~ ~ ~ d o ~ o O 00 PE Q O O ~ 0 20:''PRIVATE ' PRIVATE ~ ;,i ~ I R
O d O ~ O © O ~ ~ .23 k, a~6 DRAINAGE. ' C7 ~ O O ai ~ . LINAGE ' I ~ A ,EMENT ~ I \J L
O O ~ ~ :EASEMENT ~ ~ ~ x ~ ,
x . ~ 6 718 s .ft. . CONSTRUCT z OF PROPOSED 53
q ROAD.
Q , . ` I ANY ADDIT NES
. EASEMENT ~ S _ _ , I TO BE REVIEWED AND ~S6 c+~;
_ _ 9 t 679 s .f. g I M
i ~ ~ GENERAL NOTES
_ ~ ~ 1.i SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE.

~ ~ ~ II" c--- ~ ~ ~ ~ 76o S .ft. 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) p
a UNLESS OTHERWISE SHOWN. ~
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. ~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
~ O ~ ~ ~ ~U ~ Ln ~ - I IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND ~ ~ O
OQ ~ ~ ~ ~ (AND SPECIFICATIONS AND NC DOT STANDARDS AND
. ' AND SPECIFICATIONS. WHERE APPLICABLE. ~J r' U W ,
_ ~a _ . ~ a ::tea: , aka " 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, ~ ~ Q
. aka ~ , ~ 20 X 20 BRUCE A US ~C ROUS ~c JUDY P ~ ~ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
W SLOP BRANTLEY ANTLEY I (OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~ ~ N O
NOTE.
EASEi ENT DB 2439 PG 1 ~ x MINIMUM CORNER CLEARAN 39 PG 184 ~ I oz~rn
Q PIN: 1745-79-4 ~~-~~-49~z MINIMUM CALIPER IL.Ln ~ ~ z
FROM CURB ~..1 NE OF REID: 009589' 0095894 OAKS WILL BE PLANT D AT ~ o z
INTERSECTING STREETS SHA L. R-4 '-4
' O SINGLE FAMILY 6 HIGH OLID W OD OR ~~QD~ ~E FAMILY SO' INTERVALS ALAN ' NEW I
BE AT LEAST 20 FROM TH
CE TO BE "D~$. POINT OF TANGENCY. 1. Minimum comer clearance from curb lino of intersecting streets streets PUBLIC STREETS A N D I I N C I B LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. ~ m W~
> shall be at least 2D ft from point of tangency of the curb. No EUGENE ALLEN I N STALLE WITHIN 5 OF driveway3 shall encroach on ihis minimum comer clearance.
2, Ai! public streets shown on these plans shall have the full width of HUNTER foliwdthuf GREENWAY EASEMENT LGNG
P T the right-of--way cleared and graded within 50 feet of all street DAVID MARK & intersections. The full width of right-of-way shall be cleared and ,r~a~d FEREST~ILLE READ A D OL M(NNfE THORPE DUNN ~
DB 3461 PG 131 graded along Dld Milburnie, 8uffdce and Forestville Roads. K I M B E R L Y L D B 4 8 0 5 P 3 45 3. For the ra ased access points on Buffoloe Road and Forestville Forestville MILBURNIE RDA ~ I I SYLANIA THORPE HECKED M
BM1980 PG 694 pp with ealeting DB 4008 PG 313 GMM
YO K E L E Y B M 19 8 0 P 6 9 4 Road, the owner/developer is responsible for any conflicts with oaisting or proposed utilities, drahrage devices, fire hydrants, utility poles, PIN; 1745--69--4713 poles, APPRQVE° ;t of UTILITY INSTALLATIONS AND 0111ER PUBLIC ~ ^ ^ ~ Q ~ P 6
D B 4 4 2 7 P G 9 3 6 PIN : 17 4 5- 6 9 9 7 04 street lights, catch basins or similar objects within 23-feet of REID: 0126557 driveway centerline. Construction drawings will show an inset showing sot showing FACILITIES, INCLUDING SIDEWALKS D HANDICAP IVI .J II.JJ I V J V GMM
B M 19 8 0 P G 6 9 4 REID : 012 5 ~ 6 all dimensions and other information required far cons#ruciion, The R-4 lion. The RAMPS ARE TO BE CONSTRUCTED N ALL STREETS I PIN : 17 46 - 80 - 0019 ~rART °ATE n the field, AS SPECIFIED BY CITY CODE. THE E FACILITES
PIN: 1745- 69- 6 723 - contractor will correct any errors or omissions uncovered in the field, SINGLE FAMILY R 4 4. The WC access ramps will be provided in accordance with the th the HAVE BEEN APPROVED BY THE CI OF RALEIGH I ANA SHALL BE SO INSTALLED UNLE S A CHANGE REID ; 016 4 713
REID ; 012 5 8 0 6 SINGLE FAMILY Raleigh Engineering Standard Drawing STD~20.11. Where sidewalk is not ewalk is not IS AUTHORIZED BE WRITTEN APPRO L. PUBLIC \\~p~,~ n I h~ JOB CODE BE RECORDED
R 4 TODD Sc MARIA locations shown on STD 20.t1. GRAPHIC SCALE ~ PRIOR TO FlNAL ACCEPTANCE. R ~ O ~ - ~/Q Q ICI E S/
SINGLE FAMILY M E YE R 5. Private Street Inspection 5tolem nt -The construction inspection housecfion TRANSPORTA110N SERVI S ~ ° ' " ° T ~ ~ ~'q~,"~
sa a ao so X20 2ao r~1 of private streets wifhin clusier uni s, condominiums, townhouse D B 117 v 3 P G 1 ~ 3 5 developments and mabfie home par s submitted for Clty approval is PP ~.b ~ I _ AL ~ DRAWING
- ' t f the responsibllty of the owner/dev open. Gop(es of certifled led oval is PUBLIC UTILITIES - N(~, Ofrdls, BRUCE A M B R O U S CONSERVAnON ENGINEER l3 ~ ~ O ~ 7"
inspection reports involving subgrad /aggregate base, proofrolls, BM1980 PG 694 base and as halt densiti s and thickness, and other B 4, f
PIN: 1745-79-1688 a99regafe p ~ IN ~ I ent lnformatian muss be sub fitted to the Cit's En ineerin ~ ~ perm Y g 9, Inheering, BRANTLEY ~.P,~ l ice/ ,P~ ,;~/~~~`N lNk.,~•~.~~;~ I
I inch = 60 ft N L IU. U-1 Y b n ~Dn Inspections Manager at PO Sox b5 t(aleigh, NG zrSUZ or raxea to taxea'a rLanrvmU u' igUj me\NA `
[phone]. Contact Larry And rson at [phone] to obtain DI R-4 details of the above requirements. 110 io obioin DB 2855 PG 310
BM1980 PG 694

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BCI BURKE COMPANY, LLC BCI BUR~CE COMPANY, LLC
~ ~ ~ ~ P.O. Box 549, 660 VAN DYNE ROAD ~ ~ ~ ~ ~
N,.,,.,r, ~ P.O. Box 549, 000 VAN DYNE ROAD
WISCONSIN 54936-0549 ~ WISCONS N 54936-0549
~ . ~ i' ,i%' e~" ~ _ 1-800-266-1250 ~ ~ ~ ~ f
~ PHONE: [phone] ~i ~ ~ ~ 1-800-266-1250
~ PHONE: [phone] ~
~ ~ ~ ~ FAX: [phone] ~ + y, ~ ~
~ FAX: [phone] ~
www.bciburke.com WWW.bCIbUI"ke.COt~1 -
CHIMES PANEL
[3EE PANEL 540-1547
540-1548 _ ~ ~ ~C
RACE GAR `
/ PANEL ~ ~ ~
OC ~ ~ 440K O~OF / TRANSFER STEP 530-0439 ~ I~- z z
330-0277 W ~
/ g TUNNEL PANEL BALCONY ~ C~ O z
530-0438 (2) 230-0148 \ ~
;.]C.•.•".•...~~.::': STRAIGHT TUBE / ' ` SHORT TUNNEL \ `~0 C.~ w
~F40-0003 ~ TRANSF ~ 330-03 TRANSFER STAIR 32" • • 530-0000 FUN PHONE .-!J ~ Q
330-0314 © © 230-G001 1 ~ ~ B ~ C MIN. ~--l--
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SUPPORT PANELS ~ ~ BUBBLE WINDOW
340-0121 ' ' ' ' ' ' 540-1100 ~ TUBE SLIDE C. ~ U
~E g ~~E :'<< - C ~ ~
~--p I 430-0007 7 MAZE © ~ ARCHED LADDER ~
~ SINGLE POD WALK OD ~ 530-0530 s. 330-0168 ~
N W/ENCLOSURE PANELS GRD LVL ~ ~ M 340-0284 SHORT ABC/123 ~r, WI 540-0552 ~ ~ 23 MINI ARCH BRIDGE C ' C 40" STAIR /
WITH GUARDRAIL '
330-0341
230-0191 ; 40 ;aCAR PANEL ~ ~
X530-1549 ~ _ 1CHIMES PANEL,:~•:•:;::•:~:~• / ~1
BARRIER PANEL
~C-TOE 530--1547 C C / ~
540-1550 TIC-TAC-TOE
PANEL
530-0434 ?434
A A
DOUBLE RAIL SLIDE j
440-0192 FUN PHONE E ` '
230-0001 A .
A'
TRIPLE RAIL SLIDE
POST MOUNT STEERING WH ST MOUNTED 430-0191
BERING WHEEL ~ ~ LAPPS SAFETY KIT
630-0031 ~-0031 \ /
25'-1" (7634) \ / SCALE~IN FEET
a 5 10 m
SCALE IN FEET 12'_0 5/g" 3KB a
0 5 10
NOTES: LBKIT NOTES: 0
1. WSTALLATION f0 BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. INSTALLATION TO BE COMPLETED IN
PLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. py~Np i Firrr,; W
2. DO NOT SCALE DRAWINGS. 2. DO NOT SCALE DRAWINGS.
3. THIS PLAY AREA AND EQUIPMENT IS DESIGNED FOR AGES 2-5 YEARS. 3. THIS PLAY AREA AND EQUIPMENT I 4. FlCCESSIQLE SFlFETY SURFACING MATERIAL IS REQUIRED BENEATH AND AROUND EQUIPEMENT. 4. ACCESSIBLE SAFETY SURFACING MA 5. F01~ SLIDE BALL ZONE SURFACING AREA SEE CONSUMER PRODUCTS SAFETY COMMISSION 5. FOR SLIDE FALL ZONE SURFACING GUIDELINES. GUIDELINES. JIPMENT IS DESIGNED FOR AGES 5-12 YEARS, , .S ~ ~ ~ o
-ACING MATERIAL IS REQUIRED BENEATH AND AROUND EQUIPEMENT. S A[. - ~ ~ • ~ - W[LN~
JRFACING AREA SEE CONSUMER PRODUCTS SAFETY COMMISSION o ~ ~ o z ~ ~
~oz~
6. PLATFORM HEIGHTS ARE IN INCHES ABOVE RESILIENT MATERIAL. 6. PLATFORM HEIGFITS ARE IN INCHES N INCHES ABOVE RESILIENT MATERIAL. ~~~''~~~~~M~ic~~~~``~, w ~ z ~
7. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info 7. CONTRACTORS NOTE: FOR PRODUCT 17~~~1NJlllllllpl1114~ti' O Z C~
PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info ~ ~ w J
REFERENCE NUMBER 208-084. REFERENCE NUMBER 208-069. 3-a69.
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SERIES 4000 SITE PLAN SERIES 30 4D-993 (ACCESSIBLE) 3D-3131
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PROTECTED BY COPYRIGHT - 208-084 09/17/03 www.caddetails.com PROTECTED BY COPYRIGHT - 208-069 09/17/03
/17/03 wWW.caddetcis.com -
DRAUVfNG
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THRUST COLLAR r THRUST CBLLAR H D~ T ~ ~ ~
FINISHED GRADE PROPERTY HIf71)111H 36' HORIZONTAL CI.fMr1NCE \ ut~ FROM ANY OBJECT. Qh ~ a x 21 ~ - . ~
NEV CtlNC, Ttl BE 3800 PS SAV CUT AH? REI+JIVE - M ~
EXISTING LtlNC, EXISTING PAVEMENT ;t jJ;;• FlRf HYDRANT, P111~ER N~ZLE Tq ;Yy j;;:n';: HE POINTED PERPENDICULAR TD STREET.
~-4p-~ NEV ASPHALT TYPE I-2 =?f'%'`::•;.;3`.:; I.;•` ,~.,..~n~.• u ~ E%FSTING PAVEMENT 2' MINIMUM .,~y.;n;,•r{: y. r;:=,~ R T>YfY~ !;.a:.~.fti: ~ ~ ~ NCO
i,. .k• I:,~• Py:, .n::•." d :3' .y; ~._v; EXISTNG PAVEMENT dal.';;;: ~ : CoF : r ~ x,,,'i'irw,~Ji:~1: ~.L.;LS;;~~.. ,»,.~d;^•,.~1~,,«•r.,t'~~' ~ ,t• TRAFFIC FLANGE DETVEEN ~ir.+;i-it 'r ~T''ee3,";h.~n ,rt:,e:•+r'hyRi.'?~ ~1 ~.:!i ;:r;,i,..v2}rr~. "M1:;.'~ 2' - 6' ABOVE GRADE '.Si:i,;; ~a .e. ,.rt,'. a,e.,: .u..~a;.. ,:.+~,.f.•' ;i'f~'r:(•;.( •,~~^~t UND]STURDED SOU. a;•,.ul~r;r..,,;a.:v ~ ':BNFr~•' 5' 3'-d• ~ CURD AND GUTTER J a r ~ aw a z a xe ' ' ~ a 4 Z r` ~ I
. . SIDEVALK PAVEMENT g' BORE t L/n' DIA, 1'-0' > ~ .'D,wuw ~ ~ n~ •i.,. ~ I t0 _ U
ON CENTER ALONG LUT ,_D, HALKFRL d CtlFD'ACTf ' SUBGRADE •~::r.'r~:•:,"..~'",.";.,. 'X' BAR UNDISTURBEI h47. fiT STONE TY %PANSIDN JUINT VALVE BOkr 6' GATE VALVE ~.S' t, ,x•; UNDISIURHED SGIL a ~ ~ d C Z ~ _
MATERIAL AND MASTIC UN?ISTUABED SOIL :v.~r:y,•.~i••-:'~~ CLT+PACTED DACkFILL CEPIG THRUST a DACKFILL, TAMPE SEALANT AS REQURiED COMPACTED FILL 'i•~~; ~'4i x Y v W - s:'•,.''~Iy'j li ~ _.I >i ~ r-'~ d57 ~ d ~ m
IN G' LIFTS W 6' LIFTS LFpNPEO IN d' LIFTS) BLOCK E DY Tt~NGA!].T~ v`v::`u .~a*.{; .r,
STANDARD SPECS, PIPE ~~Y'0 ,nta PIPE ~ . : 6' K1H BRANCH PIDE • d aa" ~ ,ut •;i~. MAIN ~y ' 5 .°.u~~ Z .ro wW ~ C N~ v
b• .F lei uAD1sTl1RDED sou .\\'CrC\\ `r%'% %ert, 4~ t"~ ~ ~ Y to LD al rn
SEE V•3 ~ :'i' ONL. SETTING SLAD 3/d' ROT RIPPED ?i:"~~ rr. •q C' " p' r y+r' .p Ll a J N ~ L- 171
L Tlw povenent av! snail be deFhed by a sta•alDht edpr •ao-`. " ALVAMZED DRI0.E l'- 0 prefernNy o radaTe sac tut 1'-3'z 1'-3'z 4' THICK 3' HDd 2 The trench dt Interht shall Ire badcfrled RDD HAY HE CUJPLED •Y. gpR H• xD: n ~ ~ ~ ~ 'Y' DAR ~ ~ ~ !Ll D. CLEARANCE ~ ~ If
ellh sTdtnWe neDerhl and conpactM to a dmd H67 STONE ~ ~ MINIMUM SIDE 3000 RS.[. CINCRETE CLEARANCE tY 7 CU. FT. CRUSHER de at kost 993 aF that abtahed M coryrocthp a VFEN ROCK 6' A. DF PI 6' CLEARANCE THRUST ALOCKING aEtlftacLDlc RECUIRnens IIfIDiCDIG RCp1IACNEMS b 7 VI ~ Cnl ?~W r~Wn TIN rIN.M TrM'.iIDll bYY.PO C
sarpt of the mterlal h accordance rlth AASFITO STONE H[N~ NDISTURDEA EART}L ~ urn atyeam awrmrx +•wams mwwm - T-99 as nadflM by NCmL DR VpTER IS NOTES a the tlnot l' of FLI atoll consist of AHC ENCOINTERED wt r.ar x rr.u rm azr wr w. I~ve L'Mr 1.1' V{jLrIG fN, Y•1t ~ ~ ~ RL ift lllwr M VIN (GI ,i4 F19 r S YyxQ !yy9~ ~ 'S:
L FIRE NYDGWT AIAL1. BE AS NNAFAC1UREa SAI0.LER, AHa7NICAN DARLDiG, 1(EtniEDY, N R N, mterlal coapacted to a dendty equal to 100% VATEROIA, GAV, m AVK of that adateried by capactE+D a aorrple of t1ro & HRNldI PIPE SIW1 HE DIETB.E IR@I AWA 0150.96• 9iiV. ptY, WV~ a ~ z / ~ A~ F~
rniertal h acmrtlanw hth ArSTlTO T•ea as LL/°r ti a 6' WIC VALVE SHALL )1E 0.WA LSW-W nPFN LEFT. rear "'>`r r r Y nodfled by AODOL STEEL RODS fJm HUTS S1NLL IE 3H' HOT DIPPED GN.VNRIE¢ w. r r+' 4, The entry tNdaaaazr verilcal edge of cut fd}TES r"*+ r r r d o L/-!p k RR Y N [Oil ~ T
sMtl bt tadard L Trenches rOgalring shOrhg and brathg, dGaensbns shop be S FIRE ITrIftAIfIS VD.L HE RNSTALIED nI TRUE VERTICAL PDSTImN. NOTES 5. The swe depth of povenent notarbl rnkh taL4s taken Eton the nskle P¢ce of the shcrlnp and bracng G I~GAl11GS KAY 8E USED [PN FIRE FFYDRNTT DRWLN LEGS FOi RODDING, D" la]RE i1NN RNE W7LP
1. Saa Q of Ralol h standards For trenches Rnd 1 e Ueddln zhd abr rehstalkd, but h ro axse shall fiflD CWPLDG [S EaffFOEA 0 P P 9 the sphelt be less 4tmn r thlda 2, NO rocks or boulders 4' or 7. FIRE HYDRARS TD DE LOCATED DI ROV m H fOgT EASEIGIIT ADJACFN7 70 ROV• L ttC ffallntYE Orta~ va tat Dwlsl' aaIX IOGTIOr¢. T y ~p~~~~ 71e11IX t°GnDM. r! I ~ a S~y AN37T MI%C6 yam. K
V-3 for addlSloml datals S The aspMlt parenent r+ateN¢I shalt be larger to be used In backfilt, a ca¢are swt a ao Fa aFO mxmr r¢tm totalled ohd corpaeetd thoroup V.y to 2 Pavenent cuts over 5'-8• rldth shall ba rehforeed to NL.DD,T, standards aWevr ° snaoth !evil patch 3. All backFlll naterhl shah ba s stDCa+con uvt swL se LY31)dEL Alm tan TaftTIER eAIm7aDm:trlcR
7. Refer to my of Ralelah staMaMS far stttebte natNe material, A ia)a01 wrTmt vmTH Ix vtmarr u Rmm altax aaTUUran av u alnvTl w avmNm Lase va. trenJxs and p¢a betldrp, Y-a CITY tlF RALEIGH for ddMrW detoLS CITY OF RALEIGH t. Aackfill shod be tapped In d' CITY OF RALEICii CITY OF RALEIGH s a6rn'at TNPm w s• Ctrs lER CITY nmm elm MS7Al1J,TAil1 atW. u t>f ,emcn npnl UJ a ~ ~ h G ~ .6.~ a W CLTY OF RALEIGH CITY OF RALEIGH ~ CITY OF RALEIGH
DEPARTMENT qF PU?L1C UTILITIES - Ilfts• kfrtlrC Sa[ VDPoG Cas1LtET1aL RDao vratt, nTAmJMO aLTAIL v-¢ UEPARTHENT I ?EPARTFffNT CF PUBLIC UTILITIES ?fPARTHEMT OF PUBLIC UTILITIES of ter onaR veldt txwxs T)E GMDf Df BEPARTNENT DF PUBLIC UTILITIES 5. Achieve 95k wnpoctbn h TIE Fmc Innravr, eta RLatgF RctHmalaLE d anun anux INtT eE TACTaer bEPARTHENT qF Pl10LIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES_ .t4 '-0',6. DEPARTMENT ?F PUBLIC UTILITIES
STANDARD CONCRETE STANDARD ASPHALT bockFlU. TRENCH mTTLN DDff11SIDNS k DACKFII.LING ~ nE vIp% a ResPwsla.r raR aausnrs STANDARD FIRE HYDRANT v¢.~ Ix mTN a>aLa Fwro dam THRUST BL[ REWIAEf4NTS FOR INILTILE IRLN aE IDS IlYL1aMT TD ST6Y VITHM tIDaT.UVrL ~ R an' u /m7V10 Ciaridf'T~ FOR VATI PAVEMENT PATCH DETAIL PAVEMENT PATCH DETAIL INSTALLATION DETAIL v Ns n0. THRUST BLtlCKING DESIGN DATA STANBARp THRUST DLOCK INSTALLATION _ FOR WATER HAWS FOR VALVES ANO DEAD END MAINS 4~;r. % STANDARD TWRUST DL[]CKING VIEWS _
R£VISWNS DA I N, DATE DVT, .REVISIONS D T RE IS NS DATE V .VISIONS ? R V S DATE p EVISION V I N DATE RRH 1-21 V NS DA R V 1@1S E Y OREVIS DNS D T ISID BATE WG. NO. REVIT[GNS T DATE ~W7 RRH 1-21.00 W_$ Y,CA, - - 9-7-99 - - - RRH - -
W_I A 3-31-0? W-2 W-3 a-1- RR W_4 - te•dL-sl W_7 -31-OD d-92 3-3L- W-9 -
NmGW tt-77rv. Enl Jadan 1051 K d ~ W WN p Y a CT 1t~:t+
0.TE/TAPPING VALVE uww 1 $~I~ ~ h pi IU~9 h N w pW N
rwl~wataT+~Rna ~ q~¢t +~~u Wpm Wy ph d 0 y p g~g y tl ~ z ie h Q. \ lip py n r. W p J
~jJ N • GATE yaw A N 1 B o.a ¢ a C7„
'.6 . ' 7 a. d~ ~d 9, ZW m46. ~ ~ qy l~J V !
°~;Q;'„' a o 3/4'ALL-THREAD F a p_p ,b1,1 ,•Q9' STEEL 1m0 (CUT Tn y 2 •n:'F '..ld.,'. eF K ¢qMp q n az. D •w:\:'I ~,C 4 , qI Uw J \ Rhf 4... ~ •tl G1 Yh 2~ m ny
" was Uue m Q C. • • .C~, o a TEE ~ 5e„ttary Llanaala r~~n LENGTHS 'rt ~ ' w a~ t ~s .pay,.;, ti u~ ~ ¢ _
0.7 ~ T'r . A .D• f ~ 9 ~b. Tu} •;•y,• ~'y'.5,:..,f 1. ~ pT NO SrA I.~ Wa I J i..;e lX aD•,.. N W Ps y J /"'N
TOP VIEW hw a li J w I ry~ ogwa Tha °w I1111..,/!J// /I i dR w~o~ z~~ m n r ~
7C flpr frrn Tmk aY Pb. nim y e j n V M1p ~ wd BaTaf mnlahra.al T 9ah , .r u 4 l~ c o a IJ W J, qa b ~ aWw 3?¢ o~ ~ U j ~o a ~ ~ ~ W~i~ ~~W z; GENERAL NOTES I I~-- Z
ape 3000 PSI SOLIB CUVCRETE P ~ to:',`;!~• ~ z= a r m w ~
farkr ~ a arm u ~ ~rvda sm (D SHALL DE USE? AS FOnT1NG TON 1'-0' MJ• NIPPLE n, ,p.r , w o 4 ~ x ~ VITH GLANDS SHIN.) ,v.... • ~ _ ~ ~ rmtae .nt Amnmt vawa atom ~ AUCTILE DiDN PIPE, o ¢ w w ra' EpgF malty mnt to oaatrs VALVE NAY DE HALTER / a w ~ > ~ ~ 1. SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. W z ~ ~ ~ ~ ~ •N' ^m6W Wp'8 XGW w ~m C] h r ~ w°'>ata~~lrc~ ~ ww ~ ~w»k31°.a~a, a 2, ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35} U Q Q =
r 9W~ I VALVE SEE V-f0 AND SEE V-10 AND V-IS FqR v~ ~ a q DIRECTLY TO TEE. p o LtlY Smltoy FLANGE V-II FOR REACTIDH DLOCKING ~ ~ ~ ~ p q G~ 9 ~ ~ ~ ~A~aQ~~<»a~~ UNLESS OTHERWISE SHOWN. ~ ~ ~
REACTIDH BLOCKING ~ 5air M.J. F[TTENG CONCRETE AREA CONCRETE AREA, ~ ~ z.7Nt7 d ri ~riK ~ ~ W m ~ 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE.
x a:,•;•, ROD REQUIREMENTS w z n ,;''d •Q' p: so DRANCM SIZE • pF RnBS ~ w w i ih~ Z ~ ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ---1
~.Y;.. 'e E ' a a 4' 4 W~ n p31 '•A~.'A:~ d' 4 Nw N ~ ~ p> iri as IN ACCORDANCE WI (W CITY OF RALEIGH STANDARDS AND ~ ~ ~ ~
it [hrd, D, , " a ti ~ 6' L. 1•r der '+.'i•. 12' 4 y a w a~x 9\ 4~ AND SPECIFICATIONS AND NC DOT STANDARDS AND _ W p, ~ ;I~~ AND SPECIFICATIONS WHERE APPLICABLE.
td': •...4 U1 w r h~ sum .v',.:•, B dQ~~ - R?~ 5. NO SIGHT OBSTRUC-LING OR PARTIALLY OBSTRUCTING WALL, ~aR FENCE, FOLIAGE, BERM, SIGN, PARTIED VEHICLE, OR OTWER
TAPPING SLEEV 36' D y w d r d
WsaJ NOTE& a a SIDE VIEW 1• STffL RODS AND DOLTS SFIALL HE 3/4' HpT DIPPED GALVANIZED, ~ a a ~ OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHOULD BE PLACED WITHIAI A SIGHT TRIANGL , ~
R 2. SEE STANDARD THRUST BLACK, TADLES V-!0 AND V-ll FAR CONCAETL O1 fEITES~ 3. CONCRETE SHALL NOi CONTACT BOLTS OR ENDS AF MECHANICAL FITTINGS. a Lr a
k• CONCRETE SHALL NOT CONTACT W ~ 4, THIS ROpA1NG REQUIREMENT DpfS NOT APPLY 10 FIRE HYDRANTS N a DOLTS OR ENAS DF MECHANICAL i? a
pn~lr¢o~ n JOINT FITTINGS. m to CITY IF RALEIGH C]TY OF RA,LE[GH
5 2 SEE STANDARD REACTIDH BLOCK CITY OF RALETGH CITY OF RALEIGH « ~ CITY . 60" TADL£S, V-70 AND V-fl FAR ?EPARTHENT OF PUBLIC UTILITIES ?EPARTMENi OF PUBLIC UTILITIES ~ ; DEPARTMENT [ AREA GF CONCRETE RFAU]RED. 4' - 24' STANDARD TAPPING RESTRADVED TEE AND VALVE INSIALLATIDN d) TEMPORAR' DEPARTMENT IK PUBLIC UTILITIES DEPARTMENT pF PU?L[C UfIUTlES TEMPORARY WAFER MAIN PERMANENT WATER MAIN
SLEEVE AND VALVE ASSEMBLY ON DEAD LINES G4'-24') BLOW Of REVISIONS R V S DATE EVlSIIAJS A E R VI NS DATE REVISIONS BLOW OFf ASSEMBLY BLOW OFF ASSEMBLY REVISIONS DATE REVISIONS T DATE
W-I4 -31-9 Dv.c,R H _ .0 W^IS 3-1-87 B.V.G 9,3199 W^I9 R .C. IE4, ,19 D.W.C. le-ea-es u-29 V ~ R ]-UI-DD ~J!
THRUST COLLAR ~ C' AEY RA4Q9,F,T IISE AY iPPfdIV[D PII°r0~ts eA>F DrALUIr THAT srluL tt wts®7° s1D L°M, s7A1mAeM s-zs nc tm w llc mrt s°sptol r° RR°•nss
FINISHED GRADE to Mwal: rrws: um ~ A vA19x nwr sea. 5.9 ~ : ra.
NEV COh'C• TO DE 3000 PS SAV CUT AND RENpVE ^
EXISTNG CRNC. EXISTING PAVENFNT q; a; ~ - •V••~r. a, •a :,t. _ B' D]. HALF-RgUNtl - •i:;{'; : : • ~ ':'t s~ : 1 THRU NAHH?LE ' : :'i:.i„•' : v n:! : d '~'a
NETT ASPiwLr TrpE [-B "'''r' ,..;r. - , . , - EXISTING PAVEMENT 2' MIMMUri ` ' ''4: o'~ ;;P PRECAST MPNHCLE r, y. . • ;
:'y ~:''wd~''~i't.~:'i ~i:"'i; ~~fr w'a'ry:: L'``'t+.Y:~"~f<~~t'M1,~:~ EXISTING PAVEI~NT ti1~~ii.'JC;ir",«~r~n:«:T ~.~~T: Mir ~!•:!~li,;''•x!.rJ' aa,:!~;! •'t'tY" n • Ltt1NIRd MK GfiL MAT ° p • ' ~ ~ -
u~.':a .a:~;'.:r.:• "'A' FINAL UIND]STLRBED SOR i W 'An ~ ~ DACKF]LL py _ aP~ '°r BARE 1 1/D' DIA„ 1'-0' '"i''~'' Z' E%ISTINTi _ a+g 'o• 'n; ~uu°ol°'.IrAti :t•.::'.1':'e:.~::4.1~'.r•.i+..":'.;d.. - 1,, te• 5EWt MADE
qN CENTER ALONG CUT SUBGRADE ' ,^Or N of d' COI~ACTE 1,- ' 0' H;'t.;i;, ,X. DAR lRN?ISTURBED SOIL V' ' SECTION AT RIGHT ANC3E TD CENTER LWE OF PIPE I w i i AAasxx art um N5~1 r~I~.Iy [x ; J :tDlmMS~~se As ttR
ND, 67 STDfIE T ~~'lA P. XPANSIDN JOffIT d UNDISTURDED SOIL • CP v r"r!r l.' MATERIAL AND MASTIC • dl~;; .n' ,'a•3i.`"''•A ~."'~F'• d:; a I a:... CflNPACTEO FILL ~ r - •x:?:. a,~~a L. 4'-d' MIA, AS DULTD.E IRON PIPE AND
DACKFILL, TAMPE „r „r" , r - •a':•' SEALANT, AS REQNAED - c afP n • 'F{r;' t••,4 pJ 6' LIFTS IN 6' LIFTS i• ' a . Iw, HY THE NE,D.O.T' PIPE '.r, ' .4 ~ oa .;4 ~'•;t+A - ••'Idr.•.~•,,y Vi :A' REIXIDTEA j,...,., y•,., q DUCTILE IRON "'~.:4"!':Mii Z ~ ¢ y'. DENDS RS HEEDED, WITH
p pE STANDARD SPECS. `,Q'-.Q,'.;::•, ? x INITIAL ~ i'.'lr"~ ~ A' w.l ~ w W T} 'A' RING SEAL NO MORE THAN THREE
' B UND[STURDEA SWL \\'C/~\\ BALKFILL i•;' n` ,'14" n; 1i Y EFER TO S-4 i • ~ ' ik' dip o ~ 4. • ~ > 4• ; ' pR RAH-NECK JgLNTS tlF HALF PIPE - N - a ¢ =
MATES ':.Hi. r. :r~:,k% SEE S-4 & S-5 ' ,.n•
C TIw pay:neat AVt annlt 6t deFhed by a atralDht edge ~UfI`a~.' ;,t'-,' •i~'wca• : +f~f'L•i , : •'•d wY.'+. .f, want tO' Z T~Ne trrr h ~up~dt rateNal shoo be backfntrd 3' NIIN. 3' MIN. v N ':A ~ ''~{•.T' ~.•4 [A7ITIAL DpttRI StWd. N9T , ~ p[ !FR nMV INnI SFP°id- ' V " i ~-"`t°rF. Aveuu loos m tC "a INVERT SHINED nuCT~E IRON '.:.t•~.'.,. ~ Gr N~VIXI T°~~~ bUCT[LE IRON r'~ FR~i PREVJCUS
~6 'Y' BAR ellh sadtoble mteNal oM mrpacted to a dmsfty R61 STpI~ F1IWHUN SIDE CLEMANLE eg CLEARANCE I,,, of at leost 953 of that ohtahed by canpacirq a VHEN RpCN [S •D. pF PIP d' Cl_EARMICE RETIffOf~DG RfCtltfa'HENiS Vl ~P.;'. !,.w••' :p d• tm >THI Irmo eucN MANHOLE r,.Y•::a•1:D:'.:• :r,. L ~wapn°mrsuaa TONENT
sarple of the nateNal h atcarrlonce tlih MSfTtO I MAXIMUM SIDE urn rrs eat rwtwn rwvnan rwnamn awtrmn i-99 os noditkd by NCmi. ENCOUNTEREB 12' Jf. CF PIP 1D' g1°sO n' r A~JC MANH0.E .:.:r' " SLOPE 10% 9' IINSIIE S76S XUef II ~ ~ . v69vmfa SQ STN19Ni0 N'Y •i ~'l.w •o'~Y }D%.M DR GREATER ~ SECTION A-A s-Dpspes7srrnnn. w
a Tnr fYxil r of fat shau aandst °F ABC CLEARANCE r-~' u rr,aarrs twuartr rr uuxca aea*a ~r g naterbl edrpacted to n densl4y aqua) to fOPZ wend' a aw.wrae wuvrt rr uua [au .data ~ of that ohtahFd by coynctYq a Faaple of the NOTESr xw maylc A'ff13, ~ ~ PRECAST ' i y. • w •:.r ' i FRML I10 mY6l SIWL if MANHOLE • e": ;'af't, '•Y• A'.i:".-: MSTNILD A MAS IF 1' ABNE •
- L Trenches requlring shorhg ord braeing, dnensbre shit be token Fron the F• IaterUl h accadwu Hth MSHTtl T-BD os Insldc fate of the shoring and bracing, urn Y z oo-,r, a-an aw, w ~ rodfied by NCDOT. r-a• aw wr r r v C ~ A ~ ~ ~ ~ nr°°w Iwem swrASC SECIIIIN AL?NG CENTER LINE Of PIPE / V ~ . d ~ • . • sa stmt nc~lw sccnul NQI'Er
4. ihv tntha ttldmrss and vertical tripe of ors 2. No rocks ar boulders A' or larger to be used In Inltlw b¢ckfBl, we r«a ,w tv t' anal! be tacked U f R~ ~T~}~g~ _ Nq HgR12LPlTAL ALIGIFIENT CHANGE ~ ~ rat5 t»wACisDt67 tut CPN HE MADE WITH IN THIS HANFflLE
NOTES S The sane depth of payment natarlai rhYh ndsis 3. All backfEl nOterlal shall be stdtahle rwtlve natarlnt, ~ „ daall be r+butalted, but h rw cast shofl 1~[v ~ L See City of Ralelph utand¢rds for trenches and Ape bedding tine asphalt be kss thw r tlNrk t, Dackfttl s'rTall be tarped In 6• IlFts h tr¢eflc preps, 1R' In L sa srkmraf t¢raut s-r Fad n[altT ¢oa tmaTOxs. W ggg LU~~} a;; I mml¢ylwl~ TYPE. USE pN GRABES EDY• pR GREATER,
< S-A 6 S-5) Far addltlonal detolls. G Dw asplanlt pnvenmt naterlal shad be non-irafflc Drees, x tsL7tEt[ mrLL FL aroF P01 YfID 71tv¢71' barn. hstallyd and caoaeted tnorouyty to , wZ, A ~ ~ G~4 ~ W a lvr7wrts utAS, r°R ~ ~ ~ 99 slw¢ Aim mule :Fw.t, es z ~9 p~Ah~~~ Y;• pSOWiDA,mt6r,vlM
2, Pavenent cuts over 5'-Q' h rklth ,hall br relnfarced addove a snoath Irvel patch a Id11N3AL Y/R3 mx.L nr m'moaa um Tan TCGETRR ~ ' 1. Rtfar b Qty or ReLIOh rlaMarrM Far 5~ ACIVeYe BOX CO FpOCtlon h non-tfnfflC Ore05, and 95X a:ompactt¢n In _ to NG01LT. stantl¢rds. traFflc areas. t. T,maF tarlpF VIDIN>x vtcnarr aF nt6ar a.mt DLSRilAfal stuL la: DE IOl61UI{ vmm trendies ord trot bedtro t s-f s s-s as srnnl ox srlrm.w0 nrTAa s•e L s-s A W a a ~ n T°°37£° ra®niD sIRTASS. Q
CITY DF RALEIGH far aedtBmt detats. GRY OF RALEIGH 6. If h easement 4' to solL and CITY OF' RpLE1GH CITY OF RALEIGH - " ' ~ CITY a LNpO'1LL iAKiD DF 6' Lll tt PLR ~ ' DEPARTriFNT DF PUBLIC UFIUIIES DEPARTMENT nF PU?L1C UTILITIES E2' clean SeIRCt Flll regltred~ ?EPARTNENT nF PUBLIC UTILITIES fT"'mua DnAa s"tr ys DEPARTMENT OF PUBLIC UT]LITIES - :4~~.':~ 4. DEPARTFENT I CITY DF RALEIGH 4.7 ~ I•? CITY fF RALEIGH CITY pF RALEIGH~~y DEPARTMENT 0.' PUDL[C UTILITIES DEPMTPETIT 0. PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES U.f
d.•. STANDARD CONCRETE STANDARD ASPHALT X No boulders D' In daneter or TTSNmI mrTlDl Dt1arNSllrs L eaarluu~e a v~o DxL61mtx al~ffxwar~tx THRUST BLACKING DESIGN DATA -'','T~'~ STANAARA THRUST BLOCKING VIEWS STANDARA PRECAST SANITARY STANHARA HIGH VELCCRY MANHOLE INVERT
PAVEMENT PATCH DETAIL PAVEMENT PATCH DETAIL greater allayed am~I~c~ rlvi! rte ff axua n~ rasLer~oEC FOR SEVER FORCE RAIN STANDARD THR REVISIONS S 1N BATE VG .REVISIONS DA R V[S DNS GATE REVISIONS DAT V 10 DATE EVI510NS S O DATE -~:'~i•X Vf .REVISIONS SEWER NANH0.E .REVISIONS R V ION DATE EV1$]DI7S ? E R V SI NS DATE REVISIONS 7E REV SIDNS BATE
S_2 O-1-tl7 D•V~G a-B3-99 S_3 •G II-i-99 3-l-07 RRFI -3o-8 RRH [-21-00 - 12-0I-9 RA 0-30-00 3-30.0 S-4 S-6 T S-~ U•VL RH S_20 EL4 CQf, F]T DAs[ 9-17-91 7.CA ¢•°1•re 5-23 ~d-97 RAf °-po-la ~ Q ~ D.WL - - a-1~7 Rat d;n•Dp rr.A 12•°f-g< N
J J W
F- ~
(n O UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ ~
MANHOLE FRAME ANA COVER n ally • , • ~ a,~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ ~ ~ ~
l 7/B' COVER 120 LBS• MINIMUM o d I I ; - a w i a v ~ ~ an RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS W fl N ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES d`
6 q •~a.u ~ag 5/O flw ~`w 4, x~ va ,.o~~ oaa HAVE BEEN APPROVED 8Y THE CITY OF RALEIGH Q z U ~
AND SHALL BE SO INSTALLED UNLESS A CHANGE W O Z ~ IS AUTHORIZED BE WRITTEN APPROVAL, PUBLIC ~
q ~ CI ~~yy ,^a. FINISHED GRAOC SANITARY SEWER EASEMENTS ARE TO BE RECORDED W ~ _ ~ PRIOR TO FINAL ACCEPTANCE. Z C_7
N•' N q' ~ G h; IB, SIGNATURE: ~ ~ W ~
xW ZW WF e, q a0
~'4 5' w ~ ~ < II ~ d rn FINAL ll£TALLIC LOCATOR inPE ' a i OACNEILL SIIALL DE lll$TALLCD FOR ~~64 •_"i?'•'I°•' u. w'• w nLL PVC VhiER HADlS 1?' TRANSPORTATION SER S /U ~"I 4 ~ ~
~ p a. a ~ I~ ~ m ~ z DfLOV FINISHED GRADE PUBLIC U11LI11E5 ~ ~ ~ ~ N
q d • W A µN d 'rcy
w q w r..-..:•. nz~a z; ~ a } H-O .rte 0000000 000000 0 ~v ,.•d z~W~~ R• rl'• ; p H ~a ,~0. 33 CONSERVATION ENGINEER t3 V m ~
27/Q ww -e a~axa W ~ INITIAL d~-} .:1si~ ~ UNOISTUROEO SOIL A ~ra 7d,.°.:~rFZa~ ea,. a~ BACKFIL a n t3 SIDE W w u'.'.' z.a aza Z> ~j.• 1a . "~~~'t . //c~' DRAWN PLANNING GMM
G w~~ Na w4Pa W W JK'~ v PLAN ELEVATION a"~ ••xW~Q a a3 rt••. $PRINGLIIIE ES 1/4' ~ ) ~ u • ' h ~aa~y w 7 t5 ' z y h N67 STONE (SEE NOTE 5) NECKED
SLIP RESISTANT CLEAT w z ~ aaa z , a PIrE GRADE r 23 3/4 d N U P ~ ~~+W o ta', ~ W HAUN[HING GMM
z~> zw'~1A yPi' ~ ~ i~ ~ N 4' BEDDING XI.O ~F4J•"1•IJN uW WW Q°a ~T~Tnu Nnrr APPROVED
N > w w a 3 a~,aa~ 0 0. d.. a q y ¢ a VORK VEIL WDER BOTTOM A• DD. OF PIPE 6' HUIIHUH SIDE CLEARAIILE 7l/2' O O ~ ~h~aN~ O7N ~ .,p~ qww OF PIPE. ARAI 22 1/4' I ~ wr,~ aw as 12' n.D. OF PIPE 12' MAXIMUM SIDE CLf xE PU6LIC ~H ~ G M M
i' ~ I- r °~w a ' Serer colie<lPR/Er1AcnEion System Sewer Cmec4on/EFlemipn System r~~ ~ nr 1 ART DATE ire Rly of AClci Cah5B119 to Ire connection and alenssal al the Cilyn pubic aexer eYStem ee nhowv 1nC City of Raleigh [morn! he cmneclipn and eXlrn;ibn vi the Cityp public ^,ewer eplem v~ shorn m
,.I-.. I ~ oa~~=a ~ TYPICAL TRENCH BOTTCJM DIMCNSII~NS FOR ABS ELevATInN z=~'"~ Na vITY P PE. This pion. lha male and wnslmctims methods used for this pro}cl shall cmlarm to um¢ This peon, The materiel and ems s methods used fm Ihls project afidl conform to ,,,K UtOllles Npndbdoks' skin 'and specilltallCn6t Utl'illes Ilandbooks slondares and specllc r
- ~".,°'W"s C(JMP~SITE, 0940-PVC PIPE, AND PVC GRA I I---24 3M ~ bBdm4r Q City of Raleigh Clly o1 Raleigh = « SE ~ ; B CODE r~h°c ulnuieC °epnnmem Perma ~ Pnbpn ulrinee bepnrhnml Permit p -r""- _ •J~~
33' J~3Pish FRAME 1D2 LDS, 9/B'X3' LAGSNIE D IN L£ 0.3 DR q4 REBAR Z J a ~IJ~~ DRILLED [NTp CANE t)R I~ ~ az v ' ConsWclion Approval Cpnslrvclicn Apprawl n O f r ti ~r 1
LAGSITI0.DS OVl.Y PAY DE USED CR RING VITH ANCFOR SUNK TO ~ '~k~ w w °u wz r . ?ESIGN DEPTH, AND 5/8 X3 CORROSION RESISTANT MATERIAL H., r w u v Nnrfs IN RAADVAY APPL]CA7IPNS, lim DIPPED GALVANIZEn RUBBER, PLASTIC d = ;,-g ~ w ~zz~'zaa D°tc Dnta ,,~T~~11r /7l c sI
LAG BOLT ANO VASHER, ~ i t. FQR iRCNCIIES REOUlR1NG SHpRIIIG nN8 BRACING, DIKEHSIGNS SHALL 8E CITY ~ RALEIGH F CITY OF RALEIGH TAKEN PROM THC ItISIOE TALE QF THE SHORTING NIO BRACIING. PRIVATE PUBLIC /rv~r~nr..l..•r'`,(~~ DRAWING Water Oislribullm/Estmsicn System Water DisVihullCn/E.lensim System ~w h N`` QA]
CITY nF RALEIGH Z > 2. 1lU ROCKS OR Lt1ULDCRS A OR LARGER i0 £E USED DI INITIAL HACKPILL DEPARTMENT CF PUDL[C UI]LITIES nEPARTHF.NT DF PllHLIG UTILITIES W ?EPARTMENT OF PUBLIC UTILITIES 3. ALL BACKFRL MATERIAL SHALL ?E SUITABLE NATIVE HAIERIN.. the City of Ralelgh mnsenb to the connction and ectensim of the Cllyfs pudlic wafer system as sho n on Tha Cily al Ral • la iho cpnnealbn and edenslon of the Clt' . e water system m Chown on //'//Y~ +t11 C ' ~`~1~~ 11~~, thin plan. Tha m 'al Cnd consGUntlam methods used for Iris project nho9 conform to the at' bNr""'-~ this pron. The moterlai on [Clone methods used fa U~.}i. shill cantwm to Ine Glys Puhlic rriurrllill fill
STANDARD MANHOLE COVER SECTION A - A STANDARD SLIP RESISTANT w TYPICAL SANITARY SEWER 4• BncKFaL sHnu BE TaNPEe ID d• LnYERS IN rRnFFIC nRnfs, 1B' nl LATERAL CONNECTION NON-IRN'FIC AREAS. U1lilics HCikboehd eta. - sand •pe ificelbns: UI'i flies Handbooks' stwdprds vnd speiiTreuG Lily al Ralelgh Cily Cf Ralelgh
MANHOLE STEP DETAIL Q 5. TO BE USED VITH PVC AiID ADS. V REVISIONS A R V S S {)ATE DVSa~tNO_REVISIq_NS.. DATE REVISIONS GATE Q REVIS[INS T REVS N LATE PubIIC U191pea °N rtm t P nit / PuhGe U79itin °eparlmenl f~mR"~
S-25 RAH 3-30- S_26 RR 3' 9 I S_30 ~e'i nr r.ceRRH 3-30-0 Cansbuclian Approval Lon siruc Lan Ppppoe',u
Dab Dole l_/

Dose wa a area mraart U unurr PnE
GTY OF RALEIGH VNi R J ~ X SfpEWALK REpUiREMENTS FOR PRlUATE STREET TTE-INS Uwym HQA SNP BVt V/A R J
SFE NOTE /3 G4 vuuar aar Ywasi sac SfOEWAUf ACCESS RAMPS SIAEWAIX ACCESS RAMP A SNE'ET 4 a! 4 Nor m mxm nor m aa® U ~ U
SEE NOTE I SEENOIE f DUMMYJOIMi rb1eA DUMMYJdN7 121 +x1 GFIJERAL N07ES 91EET ~ P sm° AAR 7YiYCAL 1d-a Jd-O• a PwvAre sTREer nE-w m PDeuc siREer ~ ~ ; • ~ ~ YARf SDEWALK DN niE PRVATE ~ .~,O 4) Q ~J
~ yyr~ ~ S' SIDEWAU( dd d-0• HN e''-C ! d-0' d-O'ter. d•C &4x~ lIDCr:'JK 5LE1WA N a 1. NORM CARWNA CA'FRAL 57ANTE 136-H.74 REQUfRES THAT ALL STREET CURQS srREEr aver - ~ ,'das'+ ;;>f,,':,.~:; . , / ~ ~ ~ usE• DlACavu RAMP av Danl TuomsES ~ ~ CO
..r.r=•' Y•:'; tat o' OpptAllON$ REPAIRS CCN~ ON5 Of U IfiFS OR ALIFRFA F REASON AfTER
d s1ro D1'P 1/2' 7;7lPAHSIDN JOi ~ it>tiNS~ a7~m aRO SWIAIQER 6 1973 SHALL PRONOE SIDEWALIf ACg35 RAMPS FOR Off PNYSICAItY bi •t 0 d .J CRASS SIJ?fP D ~a SrN~p, ~ A7a HANDICAPPED AF Alt INTER5ECnDNS WF16RE pOnJ WRQ AND g1TTER AND 570E4YALKS ~ "'w swe+xi eu ~ 0 ~ ~ ~ cD pUpfC eoEtiuR VA4 R YNi R
' d ~ ~ ' SEE NOTE 1 'A ~ Ju« ~ axm srMeMO a~ ARE PRONDED AND AT D!E OINDt POINTS OF PEDESTRIANS fLOYL arre R7fCA1 SECTION "C-C' IN ADD!'IK%( SECnON 128 d' THE' 7973 FEDERAL A!0 HIGHWAY SAFETY ACY RECUIRES •,A„. 7 orrccrr¢r rAaec aom YMERIOR A 30EWAIX R PROPOSED WIRALLY O4 IS PLWNED FOR h WNRE DATE - a" ~ N C4
- rdzte',A' ~ arta'aFr:~;~'r'•^~~~~~r';';.K°?,°~ ,'•:t:.'`;±:;i't'"<.;~ DOU(N.EACRSSRANP PRON9d4SOr'DEPRESSEDCURBSCXfANYCURDCANSTRUCTEDAFffRJULYE. 1976 4 0 ~ -0 U N fb 8. PR1YAn: STREEr nE-M 117 PUDUC SIREEr xoN use me unm mram reart evmi a~mxmr~ Q C z PAIN SWEWAUf ON iNE PUBUC STREET ONLY - k' ~ ~ ~ ~ ~ ~ ~ J
. DETAIL SHOWfNG 1Y1'ICAr, LOCA00N 5£E NOTE 1 ,>ece tmama sa Mart A,• Qr 9DEWALK ACCESS RAMPS PFDE5IRUN Tl4YCAL uassxur u+e rucsmw alonnuK ar~v pA~ ,d-e• ME AMERICANS WTH WSAWURES ACi (ADA) OF T990 EXTEA'DS N fNDINWALS YAM .0, 7C 7O~PEASOHS~>~8A9S CW' RAC$ SEX, NARONAI ORI(iN RAND E11pON UADFR THE f1TOS5WA1R5 AND STOP OARS ~ "4 ~ ~ u5E 5TRA7CNr nE-IN ov DOTR RA(YUSCS as PER ~ ~ ' LOCATION CF WHEELCTWER RAMPS WHEN ~ ~
a. Cc P-C Mf[ e•-? aAa a C1NL RIGHTS ACi CF 146 RfE ADOPTED SlDEWAIK ACCESS RAMPS HAVE tTEE19V D£SCNEp DdlptE YA/EEI.gJMR RAMPS ARE ro OE y, YAa story enr N GbMPLY WITH CURRENY AOA SYANDARDS. T'ED STM'DARO 10.1E SNEEi2 DF5. ~H EXISTING CURB do CUTTER AND SIOEWAU( iSOMEffitC NEW Q ~ ~ ~ ~ fS DElOHD FND OF PROPOSED CONSTRUCTION 07 ~
INSTAJlED Ar ALL PUDNC 5rREFf SIDEWALK ACCESS RAMP ro ~,r, tNTFRSECDLWS NIJERE SIDEWALK i5 YwaAac ~ ~;~y,.:;•,.,,,• ! a• rcn mama 2 SpE{i'ALIC ACCESS RAMPS 51rAEl DE PRONAED Ai LOCADONS AS SNOHM ON ME PUNS OR A5 DIRECTED DY RTE FNpNEER. SJDEWAlJr ACCESS RANP5 SNAIL DE LOCATED AS ¢~ru aoow.r lT I U7S coca ,w an®Pnawa C~ .C ,/N~ ~
REWIRED. KNFN SIUEWAtK IS NOi REOU07ED QURD is TD QE DEPRESSED ds' LESS OMERxfSE SPECIFIED J~YxaYa ams sce>ovK Aa2ee 1CWP ` • INDICATED M ME pETAA HONE'44R, 717E LCCATKRt MAY Df AAAISTED AS OwECTFA RY cr s>,~r
Ai Alt RAMP LDCADONS AS SEipNN C ~ ) rsmnaaee ~ PUCE7UENNL~ATLO~CAnOkS NOT lEaSS MAN 1rofEEr ~ ~LL WRQ 5NA~[t Df PLACED MI5 51lEET I Y m[crAaE srA~ Y e smmAaT CWC ON SEE NOTE t 1 a~ e ~ w Aar m uwm r' tlETWtDI p0U0lt RAMPS SE~N~ ! M smt Joe TiYICAT. rm Et~y sat o~ crPraam a.~ ACfO C PRIVATE STREET nE-R! TD PUBUC STREff ~ I Q~ ~ ~ MDI SIpE&AOf DT1 BOM l)R PRIVATE AND ~
,fi ~ SECTION "O-O" OCUBIE WHEELCMPM RAMPS ARE TD NE MSrA4ED Ar AL. PUNJC SINFET JNIEHSECRONS . 4i' ?VS PUIk1C - < ~ ~ YM R S10P 8!R VAR R ~ Q1 °RE55FD U5E LUACQYAL RAMP ON dDD1 RADIUSES g ~ ~ ~ C
soerNA• ~exuK .a •~r...... RAATP YApM AREA VARIADEE Wfi£Rf S70EWAIIC IS REQUIRED, MIEN 9D£WAIX LS NO7 REWIRED, CURD !S TO QE DEPRESSED smwr! AOXSS LAW r'': •A,'r. ~ Ar ALL RAMP tOCAROYS AS SHONN D,Y SHEET I OF 1. OASE dANEiFR ,~P vut
C y q elan ~ ~ 0 fl 0 3. ME WALXING SURFACE SHALL 8E 51P RES157ANT, COLCVTS FOR ME O£SCTAfgE' WARNfNC AREA y I SECTION 'A-A" ~ i' avrxrrz a 0 0 0 SHAif. 8E DARK (NARCOAL GRAY FIN CWtiRASr YAM Ud1T PATHWAY CCLGRS AND UCl•!T ,aApe0.7J NfNC AREA S/Ir ACrMSr DLlN9DON CEIAEOI ~ i.. YYlT anm a amEn t1stt POrIE g rd"C` g ~ ~ I,
~ 1. sTa au1 ~ FYAi AU. PUBUO SRIFET DE-!NS O 0 0 0 0 YCP DUYETFA OF HO CONCRETE dLAY FOR CCNRiAST NIM DARIf PAMWAY COLORS. LGSS THAN 50Y t0 ,I Q 0 0 0 O 0 HD MG9E MAR 65X N, NO StL1°E ON iH£ SIOEWAIX ACfESS RAMP SNAIL fJcLEFD 0.08 (lT. t)!N RFUDCNSWP N $ + ~ ' VNt e ~ YNi R eOaPt% ~ 1.'7 TVIP ID T_-
s~xux »C<Ewvx i, Q 0 O 0 0 DIE GRADE OF ME STREET: SEE NOtE 1 SEE NOiE r 12' SLC.PE 1~1 NAX (6'-," MIN.) o~ a.rm FWUC / YIA R 5fOP 9M1 ~ YM R I~ raN UD71i a' . ,
T1PtDAL TYPICAL p~5a AEfAD, SHONINC Tri'bCA1 LOCARON OF SYDEWANC ACCESS RAMPS d d 2s• m 5 W NO CASE SHAH ME NNM OF THE SIDEWALK ACCESS RAMP BE 1ES5 THAN ,8' fnN. • ° 4e' m NOWEFIIL RAMP MhY EXCEED i8'. 0, N7~TlYfA7l~0 9~AixEW ~ ON E~JNER S~DE 5~ mAw wwm (uv. eArc I' R I>7
PETlESifQAN CROSSY/ALNS AND STq" 8AR5 FOR TEE 1H117YSECDOY, 1 ~a r amrK SDEWAUI T,s• - yr . y , , • d~1+ 8. USE 4X,lSS A {3000 PSI] C0.4(1+FTE eHM A 5:0.KWA1K fMISN LN ORDER TD DDTAM A RWCH 9 ( ~ 4 eAw ~ aP-mNfll rrruena a ~ RWpi ~
T scY~ CRASS STRIP 2''Tj rC;,+~:'.~;7,+. PlacuT CUSS b' NONSOD SURfAf6 1 AETECTAOLE WARiANG CaKYTETE A~^~a T 7. A 1Y £1IPANSION JOINT MILL BE REWIRED NNERE Tiff CONpiETE SYDEYMIK ACCfSS RAMP WSTAO. OO'AR50RS p al Rd~iN RADR15E5 N E
. [mAV4aN,KarT A OANE5 4 d'3'N5 THE CURQ ARD AS SHOKN W THE STANDARD ORAMNQ LAMP 'N ~ IYPICAI f]GMPLE OF WNEELCHWR RNAP WHERE AN OBSTRUCTION I5LNJD IS PRESENT LOCATIONS WHEN CROSS ROAD DOES OR THE PROYIStgN DF A RAASP OR CUT-THRU
~ / 1 ALTERNATE MAIWAL MAY FF. USLD PROWED the P ONLY PFAMISSrBEE FLY4 NEW LL~Y5IRUCRON AS SHOWN ON ? D SECRON "B-B' 1 JL SINlYE' DR DEACONAL RAN 5 ARE , 'w„~~ „„I"' / PRODUCT HAS DEkTI APPROIFD PY 7NL dtt M9 SITEET 9 OF 5. yro~ DN NDTe DUCQNAE RAMP REp11RE5 A 60' DEPRESSWl,~ ODES NOT HAVE SIDEWALR SHALL BE PRONDm. SrANDARD RAMP REWIRES A8' OEPRESSDIL
~CaruA FYYI RAMPS AT ASPHALT TO ASPHALT STREET TYPE ORIYEYTAYS ~ nu MANUFACTLWLRS %rSTAUAnaH REAARFiJfr(T4 rwstto Arm aumn ARCS OR PRIVATE STREET DE IN. 0~ ~ ~ SHEET 3 OF 5 SHEET 4 OF 5 rr Pwuc
SHEET i DF 5 SHEET 2 OF 5 ~ aa+mmJ aleeA 1ph^1, /~~w N,A~ CITY DF RALEIGH CiY OF RALEIGH { ~ 5 e-v - ert _ C-a' ro, ~ a~ SHEET 5 OF 5 tALElGH vw arxsnn rodr~IZ1 CITY DF RALEIGH ,
Ar""N' CiTY OF RALk]GH NOTES CITY OF RALEIGH (O PUOUC iNDRKS DEPARMENr PllQLIC WORKS OfPARTMfNY Pupuc NDRJCS DEPAxTMIxr wnuc NaRKS DEPMTNENr g DEPAR7MENY r". a' PUBUC 1RMN5 dEPMD/ENT (\/^'''\J~ uuwf er. am a~ ur REx510NS oAaE r/~A,o a><cv ar m
fDR RAMPS AT hSPHALi TG AS^NAE7 STREET DETECTADI£ WARN1iC DOMES SHAUt COl4R 1'-0' tfNOM AHD Full TYPE DRIYEWA}S CW PRNAIE STREET RE !N, RENgavs m r 7A'a sure oa no NrDM OF THE RAhrP FLOOR AS SNOriN ON DETAIL. MMILTUI7 SIZE REN90N5 aem rAfia au1rJ Jm Era REN9CWS mm rMp durl an rm RENSi0N5 aYm rp orAre er. am r m O'F PASER SHAll DE I' K I: ~~'m SIDEWALK ACCESS 5 m SSDEWALK e/t/m m SIDEWALK • • • Wed N7~LOO~NL~Y V 'IDEWAIlf suaAm awe Ivwrroar~rn' n~ m SIDEWALK riA
SDEWALH + 7 rro ACCESS SEE STJEEI' 3 DF 5 FOR ADWITDNAL PPoVh1E ° 'm ACCESS ODTAM TOX CCW1RASi N518ATJY NiM AQpfMNO SU1dFACE , f1MER t r ~ RAMPS e m ACCESS r/17Ar Wan RAMPS STNEEi RE fM DETAflS ' r'O' RAMPS tk71T LW DARK , OR DARK QV UCtFT SEOUINCE CONTO77C THE ~ m TYPICAL LOCATION ISONETR(D NEW RANP5 s m ACCESS ACCE55 RAMPS m~em r i "0P RAMPS ~ R I R smwa
SID. 20.11 DETEC7AMf WARNMC AREA STD. $ 20.11 STD. ~ 20.11 STD. # 2°.11 D. # za.TT DTAGQVAL RAMP sTO, ~ zo.TT V 1
Iu~ oaMl saNNx EXAMPLES OF SPECIAL
w sec-xNms xunm SITUATIONS FOR WHEELCHAIR RAMPS AND
DEPRESSED CURB.
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R R~ ~ ~ ~ 30 CURB & GUTTE ~11- ~ ~
` ~ I ~
6' 1 6 ~ ~ ~ ° DRIVEWAY GRADES ~ ~ I- ~
4a ' ~ L 6' r • 3'R 1/4`R fat ,y ~ ~ 9 < ~ ~ ~
. 6 ~pN~ Of `fi'r b ~ _ F b < ~ ~ . 1: ~ ~
6 ~ , °V~ E~ EXPaNS+QV aOINT- U i ~ ~ M ~ E)aSTINC ,C.._._ 11' S1A PR WOISED +y5%
ra f a 0 _ I 5, a A ~ 8g~~ po1FrN- zsuAX) PavEMENr WT7En TM'E oex war SR~EwAUC ` / ' /APR(W +16X
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Of ~ ~i B a R4 CURB & GUTTER A R ~ 6 CUNCRETE HE AE ~ ~Da o°RE~' ~ w ~ = r~ ti ~ ~n ~ ~ ~>i g ~ +T~.sX • •-zdSX -rsx
SECTIIJN A-A ?Y~ ~e~' ~cvD~c~ ~ ~ a ~ d ~ ~ d d gyp~gp ~~~t
~P ~ WMMY dNNi ~ x e~ 5' S' S
5 1/8' MAX, 6 z ~ ~ ~ ~ ¦ 5t[NIO4£TE PJ<PAN50N 5'CgNCREn: soLwux •~"T~ E1P~ ar' gD~'~ ~ A. CURB & , SfDEWALIf SEq~jpN U
~ 1; ~ ~ D " ~ & ~ ~ ~ a 3.5' RAOfUS \ ~ 1 Y g ~ U B~CONO
r d A 1 ~ z ~ \ $ K \ NOTE1 ~ ~a~ < ~ n ~ 711 /1 J1171/1llUf {l~\iIV dV Ik1\tU as' r711lr/l ~ WMMr.arNr RAIAi a5. 1\~ T,J
CONCRETE FDR CURB AND GUTTER SHAL ~ ' m ; sF~* h~~~ a ~ IISTRY' ~R 1 IDAN YANG AREA T I\y1~
A La-D' HAx BETUEErI •mrNTS CONTAIN ND7 MORE 7HANN 6.6 GALLONS d ~ E~~g ~ GF WATER PER BAG, NDT LESS THAN I, ~ p ~ ~ ~ ~ ~ la BII/VT 111\Ii\1 d\ YARIABtE 8' S' W F~-~d5'---I pNAN9dM 1+15'--"3 PA}£uEN'T VFDnI N9fWroI~DOt I 4 xry5~'
+ tl ~ S ~~3 ~ s~ 'S FRONT VIEW EJDeAH5JQ5' ' ~ ~ ~ n D,B,L,S, PER CUDIC YARD, FORM JaNr 1`~'° ~ ~ ~ I: g >3` ~H~ ~ .C#Ni
MUST DE ACCI"PTABLE TQ ENGINEER, s a ? • ~ AND GUTTER ~ ~ STANDARD CURB e • ~ ~ III IIII~II~Ii~ ~II~PI YDR +i5% I' PER FL -208X rd%
.9. ~ ~ ~ 36'VAU.EY WR88 WTiER ::'.,.,'•:Y•'•'R:;h'~::ri•, -dJ7X 1V4?IIPIII_ \ T ~ Fll:/llyl
~ ~a ~ ~ (bx C Ls5 b ' ~ NO'. i NOTES:
~ d ~ i. 5 b~ ~ ~ b ~a i. 5EE 5TANDARD DETAIL 20.21 FO CURB AND GUTTER DETAIf_S. 2. EXPANSION MATERIAL. SHAll. EXTEN 7H£ FULL DEATH OF THE CONCRETE. B. SHOULDER $ECT10N
Y•ErrANSON.aNr z $~~i~ ~ ~y ~ stcPE Y/4''I' SHEET } OF 1 - " f "
7 6 ~ CiTY OF RALEIGH CITY OF RALEIGH C17Y OF RALEIGH - DRAWNC N0i TO SG91f - PUBLIC 140RA5 DEPARTMINi NO7L
t~ PUBLIC KTMKS DEPARTMENT r s` PUBLIC WORKS OFPARTMETJT ~ SINS w,E r ~ m IF THE SCOPE BET441:EIJ THE TOP OF CURB AMD Cl11TLTt CITY OF RAIETCH
REYISIOYS rum 7pAp aum an rm a ~Ftl FENStONS aAre r ha atAwl er. ,ar p ~'b• ~-S'0'=1 e r m DRIVEWAY ° 4 m DRIVEWAY elaA~ ~ AND A AOINT 3D FEET FRON 7NE CURB AND GUTTER p~ yStXgl5 DEPAR/MfNT e m DRIVEWAY FOR EXCEEDS 207, THIS SLOPE CAN BE A0.t15TFA ?n A rn r rar VALLEY TYPE CURD MA70MUM OF 8.3JX (1 %Fr } UP OR 4,17X (i/2" /FT) RLti1510VS ~ r /ao aurN er As OOwN, witrN~ a?
e Hem AND a A>s rJr AND SIDEWALK DERAIL r ~ SIDEWALK DETAIL ernAn rrt DRIVEWAY 5TD. ~ 20,62 GRADES
STD. ~ 20.01 SHEET z DF 2 STD. ~ 20.01 sTO. ~ 2a,Da
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Wi SEE NOTES ~ ~ 0.0 2 17 k 17 SFE NSET A A., , . • . , ,::.r.~._:" "j1EV.•AbL•.Ir,:'nlrn}rVhT.>aEPr
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0 ~ %-(hi0') ~T~L CM~~TAEfK COMPACTEA FILL 0 ~.ORTNICC FIIOM FRQHf @7E OF SIOEYf41f THIS i'OROON Or• MMP ro avx 1roINr ar 12:1 (a7s1D sDPe oust EAU VONH W ~ N ~ UTILITY INSTALLATIONS AND OTHER PUBUC ~
• Ohdl OF 59DYALN DIIOP REWIRED FOR kL. r CItOS5WH1( uHRS E%1STING SUBGRADE SDEWMK ~6VA~11( DAOPRIX%IIRCO IDR SOEMAUr ~ 1 (SEE HOVE 16) SFE YSET A-. FACILITIES, INCLUDING 5lDEWALKS AND HANDICAP ~ U ~ RAMPS ARE TO 8E CONSTRUCTED ON ALl STREETS ~ O Z O~U
of AJ1D NJIE 1 1~I~ SL11PE5 0.6A ZE4 a lA A5 SPECIFlED BY CITY CODE. 1}fESE FACiLIT1ES HAVE BEEN APPROVED BY THE CITY Of RALEIGH W ~ - ~
AND SHALL BE SO INSTALLED UNLESS A CHANGE _ iS AUTHORIZED BE WRITTEN APPROVAL, PUBLIC ~ z ~ ~
PLAN VIEY~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE. ~ ~ W ~
TRANSPORTATION SERVI m Q {C ~
STANDARD WHEELCHAIR RAMP NOTES: 1. THE PAVEMQI7 SHNJ. BE DEFINED BY A 51RhIGHT EDDE, PRETTAADLY A MACHINED SAW CUT. o~ ~ PUBLIC UTILITIES ~ N
2 THE TRENCH SUBGRADE MATERIAL Sk111. D£ DACKRLLEO WITH SNFABIE MATERIAL AND COMPACTED TO A DENSI !7F AT LEAST 95X pF THAT 0?FAINW DY COMPhCDNC A SAMPLE OF THE MATERIAL IN ACCORDANCE W1D1 AA5HT0 CONSERVATION ENGINEER_ U OO
T-D9 AS MODIRFD BY NCDOT. 3. THE FINAL T' OF FlLL SHAIt CQNSISi OF ADC MATERIAL COMPACTED TO A DENSITY ECDAL TD 1008 GP THAT A~ ~
' D?TAIMED BY COMPACTING A SAMPLE OF TH£ MATERIAL IN ACCORpAN~ WTD4 ASSHTO T-DO AS MODIFIED BY NCOOT. 91NMINWS BASE iNt BINDER MAY QE Sr16SDNTED IF APPROVED DY THE ENgNEER. PLANNING Ly~~ _ DRAWN
4. THE ENIDEE 11iICKNESS/VER?CN. ERGE OF THE CUT SMALL ?E TACKED. 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EMS15 SHALL BE RDNSFAIIID, BUT IN NO CASE SHALL THE ASPHALT DE LESS THAN 2" THICK. DD
8. THE ASPHALT PAVEMENT MATERIAL SHASL BE INSTALLED AND COMPACTED 1Hg7000HLY W ACHIEVE A SMOOTH ILVEL PATCH. NECKED
GMM AARAOVED
GMM
' START DATE
GENERAL ,NOTES . JOB CODE
1 • SEE SHEET SD-1, 2 & 3 FOR STORM DRAINAGE SCHEDULE. CiTY of RAf~'rGN
2. ALL SANITARY SEWER MAINS SWALL BE PVC (SDR 35) CENTRAL FNCJNEIRINC OEPARTMEHi
UNLESS OTHERWISE SHOWN. RETASrDNS RAre: 7 ate+erur.• Jto 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PiPE. PAVPENMENT DRAWING
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED PATCH No.
_ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND sTRa 2D.4L
AND SPECIFICATIONS AND NC DOT STANDARDS AND ANiT SPF(`IIFICATI(1NA WHFRF APPI ICARI F
S. NO-SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. v

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STD. ~ 20.33 570, g 24.33 ~ ° ~ m ~ ~ ~ STD. ~ 20.33 m r r rra+ STRINGl1Np REFERENCE m
STD. ~ 20.33
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SLOPES FOR YARIADLE SUPER EIEYARON RATE 7/2 , ewAxsaf REauNm tlsAraslnrxA tENCtx ~ U W
FOR STANDARD 2'-G• LUAB AND GUTTER NOTES: JOINT 1D'-0' a I- ~ Q
1. A~HALT INSTALLAITON IN ri1U APPUCARONS 1Y' & 1'. ' L' .e._ ~ s-~ 2 ABC STONE RE R . '.:.r 1' i'"'%'%•' i. OUI ED UNDER ALL CURB AND GUTTER. Z~~~
• y ~ 3. A BERN W1DTH OF 9.5' IS REOUIRm QN LOCAL ACCESS SYSTEM ROADWAYS Yd1HIN y:, ,..;~t ~ { ~ t7-7 7/2 • pNw9Rf OF ANY INTERSECTION AND YdTHIN 100 FEET OF ANY INTERSECTION ON COLLECTOR
Jaxr EET SYSTf7d ROADWAYS. SEE STREETS ,SIDEWALKS AND DRIVEWAY ACCESS •-m'y .ca r HAND BOOR (DESIGN CRITERIA). ~
.as ~ ~m A. THE PAVEMEN DESIGN FOR MINOR 7HOR000HFARES SHALL BE A MINIMUM ~~z
~~~i OF 8' ADC BCBC T1PE H AND 2)i• OF BCSC TYPE I-1, I-2, OR SF S.5A. FACf OF WRO 1A' 1NE PA ENT DESIGN FOR MAJOR THOROUGHFARES ANO ARTERIALS SHAH a .m a L BE iNIMUM OF 8' ABC, 4Ye' BCBC TYPE H ANb 2K' OF ~ o
BCSC TYpE >e ~ : ti AA Bn ' ~ I , i-2, OR TYPE SF 9.5A. THESE PAVEMENT DESIGNS MAY BE INCREASED BY ~ ~
„^m r 30• E ENGINEERING DEPARTIJENT BASED ON iRAFFlC YOLUNES, SUBGAADE SOIL SAAlDA~ c. t .cL ,Ai ~ STRENGTHS ANO/OR TRUCK YOLUMES• R snq[NUJaraP 00 SvxxC NNlXGP R/iY
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3 ALL C6XSFRUCRLW •aNTS 9MIt. De TIDED CiTY OF RALEIGH NOTES: GTY OF RAlF1CH ResoExnu s7nYE1s ~ f°"~ 91 °i"` rsNr A o c D E c tl7 41' 2a5 10.7 T 12 F2 0• AOC &7 w?I.1)lll AtafR AND SFAIfR IN ADCORDA.VCE FMmI1C ROiRS DEPARn1FHt T'WL'C NCtl(s DEPARnAFT1T 1t/n' A J~ I' e E $5' 3g' 1&y TSB' 2 I/Y I-2 8' PDC 9.5' wM NCJHJi ROADWAY sTAHDARD bETNL 57&Oi. NF win r m I, IN ADOIROk i0 THE ApOVE CURB SEC1lON 87 41' 20.8' 1A7 11/2' I-2 A' ACC 9.5' qTY DF RAiEICV1 57 31' !35 116' T 1/2 I-2 B' ADC &7 E C m r/~u49 A0 WIS e' r,oc as
n[ .RVNf IrAtf)OAL SHALL G[14M-a44 TO SEC710N FE115gN5 um r tw.NJ er. m 55' JO' 73D' 10.5' 2 7 IOaO-p Ci NLDOT'4 SIAMIMp gEUFM,AnMIS rp'! a~~ m CURB 1AANSI116N, THE SLOPE TRAN5111ON ~A, m JY I-I 8' wC 9,5' NCUC KCRKS DCAMFYEM 45 TO' IS7 70.5' 21/Y 1-2 A' ABC 8.5 8' PDC 9.5' ~ mC a5 CITY CF RplEiGN s ~9c as rt~rc waexx orrexnewr
Rows AND Sn1UCiI1RES ° m SHALL CQNFORM TO NOTE ,Ot rr~,p m CURB TRANSITION 3P t3Y t3.7 T 1/Y I-2 7' ADC Ds' F r a, ANO TO 2'_ 6• 48' 1s' 737 tae' x 1n I-2 tY ADC ?s' Rcxsafrs R r Ante er. m 0. ADC STAVE REOSARm) Uh9aR ALL OURO tr WTFLii v r~rr GUTTERS 2. TRANSITION NOT TO BE LOCATED YAIHIN VALLEY CUTTER °~°A°r "r RESDENRAL nDiES pLypCV, RE119CW3 m lgto au~v sti; m
THE CURB RADIUS, g~~ 7. ASPNN,T HsrAUAnax W 7M0 APPIN.1110NS h t'. m a STD. ~ 20.21 STD. ~ 20.21 Mr ~ bETAIL Z IF DRNEWAY t3 A1nW CI.OOE PRDxU1fY DF A03S5 RAMP, TIE mo°ro :N'~r. ma STANUAAf1 '~`0'" AESIOENTIAL 403SS RA11P, 31E ro r T CUL-DE-5AC
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a• Aux. 1. U1ILITY INSTALLAi10NS AND OTHER PUBLIC ~ O N ~
uW ''°F'- A A 1 • ~ FACILITIES, INCLUDING SIDEWAUCS AND HANDICAP ~ C7 ~ RAMPS ARE 70 BE CONSTRUCTED ON ALL STREETS ~ U ~
~ 4 A 4: • ~ a A r • ~ M taro Y-e4H N, AS SPECIFlED BY CITY CODE. THESE FACILITIES ~ Z Z 00 HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ tY N)
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~ Q = ~
~~N ~ ~ ~ ~ ~~iorawRa Ir 7W. / / ~ s ~ ~ ~ / 1 ~/j /jam / R SANITARY SE14ER EASEMENTS ARE TO BE RECORDED ~ ~ ~ PRIOR TO FINAL ACCEPTANCE. ~ W ~
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O NA ~ NOTES W
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2 IF SIRUC1lNE IS [iLATFR iHA4 5' H OFPIx L~ at vwa aw re EEYATm YOOmlO DFSpI IS NOIGiEA ABp1£ WY OC USLTI PLANNING DRAWN
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sm. ~ Bo,Dz CHECKED
GMM
APPROVED
GENERAL. NOTES GMM
1. SEE SHEET SD-T, 2 & 3 FOR STORM DRAINAGE SCHEDULE. 2 ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) ' START DATE
UNLESS OTHERWISE SHOWN.
3. ALL WATER MAINS SMALL BE DUCTILE IRON C150 PIPE. JOB CODE
h. ALL MATERIALS AND INSTALLATION SMALL BE PERFORMED IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND
AND SPECIFICAiIONS AND NC DOT STANDARDS AND
AND SPECIFICATIONS WHERE APPLICABLE. 5. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, DRAWING
FENCE. FOLIAGE. B1=RM. SiGN. paakFn vcwrl ~ na nnAro No.
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE.
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~ 7v ogo8o CITY OF RALEIGH acrsrars atm v p+uerer. rm f5 ~ Q > Rtrosmvs wro r °vwvr. m ~55~ rtrsuc xaans oAaexruwr d REN4plS m rAAn mT en xe
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nRRiuxiD rora CONSTRUCTION x~~1 570. ~ 4032 ~
ENTRANCE STD, / 4033 STD. 40.24 d11HU IIIIIlkf~ ~~~KCA
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x Wx n< a alY OF RALEia1 ~ d C OF RAtE7CH ~n ~ wuucROroSO[PUrmwi ~ t GTY ffi~C~gw 3„ ~~R s~s v~wi aTYOFRALETCH D PUDGCMWtsDtPAxMlr wouc xoxxs ntrutrxexr mrA,pnic wauc xasxs I~aARlHEHi Q ~ ~q ~aaAa uYUttmxc tea: ae ir~ms 1 pF.Y1SYY15 am rMFr wpxm ]WIt6 umr M lRiAl Pf LL ~ W v
SW2~~n~ 3 €~x' tl ~ CITY OF RALEIGH GY,UIIC MAWAS DLPARI11Fh7 ~saw.s ' aumeem w ~nR RcHSiovs mr anmm ~w~n ~ ~ w vum/cxdmsaaARDmrr e UFacA UfC Iq9 M+N 7 YW6 ~ ~~u SKINNER SEDIMENT SKINNER SECIMENT ~ ~~.r~ 'J CO
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Sa a~~~~~~ ~s$ ~ o DROP INLET PROTECRON YAtdT INLET PR07ECDON S1D. P 40.34 Y n ~ z STD. ¢ 40,38 STD. 8 40.36 ~ ~ ~ STB. r7 40.36 Z ~ N
STD. }40.32 STD. ;g 40.33 U ~
W
DRAWN
DD
GENERAL NOTES AL NOTES CHECKED
GMM
1. SEE SHEET SD-1, ~ SHEET SD--1, 2 8t 3 FOR STORM DRAINAGE SCHEDULE, UTILITY INSTALLATIONS AND OTHER PUBLIC APPROVED FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
2. ALL SANITARY SEWI iANITARY SEWER MAIN5 SHALL B£ PVC (SDR 35} RAMPS ARE TO BE CON5TRUCTEb ON ALL STREETS GMM A5 SPECIFIED BY CITY CODE. THESE FACILITIES START DATE
UNLESS OTHERWISE iS OTHERWISE SHOWN. HAVE BEEN APPROVED BY THE CITY OF RALEIGH
3. ALL WATER .MAINS VATER .MAINS SHALL BE DUCTILE IRON C150 PIPE. AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC JOB CODE
4. ALL MATERIALS ANI MATERIALS AND INSTALLATION SHALL BE PERFORMED SANITARY SEWER EASEMENTS ARE TO BE RECORDED
IN ACCORDANCE WI AND SPECIFICATION'. ,CORDANCE WITH CITY OF RALEIGH STANDARDS AND PRIOR TO FINAL ACCEPTANCE. - SPECIFICATIONS AND NC DOT STANDARDS ANp ~I
AND SPECIFICATION SPECIFICATIONS WHERE APPLICABLE, TRANSPORTAT10N SERVICES !V' 1 DRAINING
5. NO SIGHT OBSTRUC GHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, Pueuc uTILrnES O No•
_ FENCE, FOLIAGE, BE FOLIAGE, BERN, SIGN, PARKED VEHICLE, OR OTHER ~F~
OBJECT BETWEEN 2 ;T BETWEEN 2 FEET AND 8 FEET EN HEIGHT ABOVE THE GON5ERVATION ENGINEER 6 ~3 f ~ ~ _ . Ci?
CURB LINE ELEVATI( LINE ELEVATION SHOULD BE PLACED WI THIN A SIGH I INIANGLIL. Lt
PLANNING

U
J J ~x
~ t~
W ; Q v v ~
Q) ~ Q ~ N ~
c~j - `9 N cn
O 0. ~N ~ I co
U ~ LIFT II?LKS O ~ `p N D~
r~~aan RATE @ER CITY STANDARDS TBP,IF CURB NOTES ~SE ST1u~. NO, 30.13 DR 30,1A ~ C ~ ¢ Nl 7 R@Ai 5' RL rn ~
11 THE SLOPE OF TILE GUTTER Tp 111E CATCH BASIL 64 7FE LbH[LL ~ S?PE ~"~1°1i ~ ID1r[ SIRE SHALL BEGIN 10' FROM SHE IP 3/~ ~ rniC 1 3'-6' MLED HIM Y~YS V J r Q ~ m .v ~ a~
18 3M• ~m¢ iff Tl£ CATCH ?AS81 YIE SL?Pf pF 7' r N r THE GUTTER TD THE CATCH BASH 6, ,LLAfS 'A' fAHf~RETE • Ql I
@T TIE DOVHSTREAN S]?E, 0 0 SWVl BE?fH 5' FidYM ~ ~ 12' PLASTER I--^^-2b' -i F
_ THE CATCH RASIH, - &2' GL PIPE Y R CN:' nS nx a PJC ro 2) STEPS S}U~LL 8E INSTALEED IN ~ Pvc P>aE yr naru e'-o' ~ ~ rim. ~ N [r r eur. ~
y ~p~ ]p, rs, ~ ALL CATW BASINS ?VER 3' RT ?EPTH r"`- ~ ur m a' FE®I Tv ff nat tlfATN SIULL eE NEASURE? FAON THE s xix, Uvq s ttv Ir xlx u, _ j ~ e• ,mm~ei + m~a a L ~ T
~ o iCP 6 TIE [tR1ER 7p THE 771VERT m 6' PPU! TUP ff WRB 5 Y ?F THE CATCH BASIN. o ~ - s NnmeAV vvEn s ¢xP, a. rr nmxn w >D v [ rf~1 Itr rc aa1 {.J q~ I~t W
~ 3) SULID C[WCRL~E ?RICKS HAY BE ~ >2' wimaN to TO 4' FR0.4 Tff iF Mffi ~ ~ USE? IN 4%4%B OR 4%8%16 SIZES. Z , •p ~ "
~ f'--"'~ 4) NCDffT APPROVER PRECAST c~ o ~ a a A ~ a U ~ '
~ 1F' S LGTA%tE7E BP1ES ACCEPTABLE • : ° ~ j o ~ ~ USIIAi STAH?ARR S' CASRNGS. PIPE ~
3W4 _ • , P,ft YAO PSI I~CRCIE fA`C . •e r 7031 PS[ WG(1C
3mo S • •r P.S.I. :a',: ~ 9Oe• s'•a- TAW 1~8'•~•h-'------_ t~"'--~'^~' --I
C?NC~ •S • Vyf b' •6•-4• 6'-4' ~~yy, - , Nares~ U FCR B~' RCP 6 LARGER USE PIPE
ywrolrnn DIRNETER PLUS 18' FOR HININUN INSIDE DINENSIUN.
6' b'-4' ° • 6 SPAVC1LGf IS C7fATEA THL4 12SELP, 6' w m ]Y CFEPI Ir tNER IY D[W ~ ~ FCBTING ]S m E%iFHA 6' RttA1D 1{£ SI%11CTUA[ NOTES] 2) USE AX4X8 pR 4XBXl6 SIA10
1) FLLt 24' RCP 4 LARGER USE STANDARD C.B. STEP PIPE DIAMETER PLUS f2' FD.R USE pRNPRECASTEDNCR~ TA NEETE FAR NC?AT STANbARAS ACCEPTABLE.
HIN8dlA4 INSIDE OIIENSIDN. 3 43 REHABS j 2) 24' k B4' CASTING V[TH l2', B' LUNG A]N. ~ FAR STEP REDUINENENT SEE HATE TN lA', BAN STD. NQ 30,0E
s• GADUT o Np7E5 15` b ID' PIPE, 24 a, y y, CASTING USED WITH 24' PIPE 36' ?A' PIPE
. n1 PUALICGR/V CASTING H STT 8E VITHIN r'~'\ LUST 8E ~~?J
} o00 oao b 1} THE SLOPE OF THE CUTTER TO 3}ISM INC41k4~k1fi CRPo4~%AI(Il6ASIZES. T~ - THE CATCIi DASH ON THE UPHILL TRAFFIC BEAR~STYPE PEA PEA /
`'1 SOE SHALL BEGIN l0' FROl1 THE HCDDI STA %.p ~1~ 4} NCDOi APPRO'~EO PRECAST CONCRETE BOkES tmn ox w r pLAH EIEVATiW 711E CATCH BASIN. THE SLOPE DF ACCEPTABLE. USIHC STANDARD 5' CASRNCS. 3) US£ 4' % 4' % D' OR 4' x ti' x am •]s• wpv THE GUTTER TO TFLE CA7ixi BASIN 4'7fG'K I ( ~
E. 5 INYkRT CDN5IRUCDON TD DE THE SANE AS 1G' SOLID CLD'MTiETE B I~, C 1ff ff W' _ rL.- cn' usmWr uun ON THE OOVMSTREAM 510 [N PLACE DR PRECAST CDNCRE'fE TD LppG CAST 1.J / CpNCRETE TD }~bp
~ n~ SHALL DECIN 5' FROM SHDYM ON STANDARD DETAIL NUUDER 30.01, r}~§ MEET N,GD,D.T, STpNAAR?S r xnaaw ~ ya~ox = r ~im.¢ 1HE CATCH BASIN. ACCEPTATH.E. t?S 6
~~r°^"" 1P m .G ~----I °t~' 4) FOR STEP REAUIREHEHT! SEE NOTE a• rFa m' ff aaP, ~ ~ q SEE KATE
[LEYATI@I SECTn01 A-A 2} STEPS SHAll, BE INSTALLED 2 CN STANDARD ND 30,01 T~• ~ IN ALL CATCH BASINS v anrHU rs uenTa nxA rr 04FJI 3' IN DEPTH. DEPTH
uEAtmrlrc rs SHALL DE 11EASURED FROM 1HE En ` ~ TOP GF THE GUTTER TO GTY OF RALEIGH ~ ~.o' G1Y OF RALEIGH ~'DI 0 J I-- CITY OF RALEiGN ~ w_.__ r ~ IGH CENATAL fNG}NEERMC OEPARINENT ~ V 1
CiTY OF RALEIGH THE INVERT OF THE CENTRAL ENGINEERING DEPARINENT ' \ r. o CENTRAL ENCJNEEIANG DEPARTMENT CATd{ BASIN. CENTRAL ENGiA'Et7tING DEPARiINENT 7FPARINENT }...._,-~....rti• --•-1
b' 6 I ati REMSfONS o+rC T S oxAnx ur, tm RENSICWS Anr[: T oaaxv on ,Hn ~ RENSIONS peR; 7 oxnwi 2r. no oka~ei pr. Ao RENSlONS ogre ainnx er, ma DARD STANDARD
. , ~ DOUBLE 141DTH STANDARD a:;a• :r;.•. 5' Q.M. DROP CATCH CATCH INLET o Psl cL%xRETE BASIN BASIN OP JUBGXON ' .ET l_I_.I
~ - ?RAVnY~ NOT TA SCALE - 9
- DRAViNG NDT TD SCALE - ~ $ 3I1D1 -DRAVING NTIT TO SCALE - ~ ~ 3DA2 - I%tAVING NOT TD SCALE - ~ ~ ~ U
Ww~z
UQ~~
`~QUw
~~~~-C
TYPICAL MH EAR STORM SEWER 5'-3• ~°sIAMCSSTRL.ndPxnrmrs _ ~ ~o~~
PIPE 512E NN D]AHETER 3' 12-24' 4'-?' B f ~
38-42' s'-D• SIDE ELEVATION cal E w ~V I
4D' 6'-0' B pal pal 54' B'-D' ~ z
* OfJl_ ~ A 1' TREAD ACE 1' IVY N ~ C~ a °
STAN?ARD MANHOLE ~ pnl pal B RING N4D COVER A A A °a W
HhN0.ES 1 ' r~ ~W\;4 ""v;~;~ -SEE T~TAn- 25 114' 25 11b' Cn tn1 ~ ~
• L' L4t•
~ • ~1 r A ~ A ~ 1a
PLAN OF CMVER B r_y. e>~ r~ ~
b' s/6' ~ a,Hs aaar ue
No E. ~ : ___L. Q~7 ~~:•a 3' ~ + ,~1 C_.)
> a, 1~ PAINT WITH RUST INHIBITING C ~:7 6L6E 48 ~ 3 t r.: as rw' ~a:;; /4 z.j 1/2• 2'-+11z' ---T' 1'7' BLACK PAINT iIBITING Ivy, mrr 7 7A' . I.....Irn~.ill
C !t ' ~ ' C b' TNIa( lP 10 IC TCIP 5'°3' u' nmx B`/ER ]r nm* SECTION A-A
-d4' " n'>- DETAIL OF `L ~ 211/+' pbl PLATES ~ ~ ~ l~..L.-.-I
yam[,/ /L,~~p-7~~{y~~j 3' s' '~eT~ 7 vas `l le~l B SECTION B-B
Ld UJ PS] D ]000 PSI [nxx%m A ~ 1 g_'_ r-----~- r.a -----1 I---r-u a~i
SECTION B-D ~s~ SECTION A-A SECTION B-D 1, TOP VIEW BILL OF MATERIAL I---'--- 2'i t/1'
VAI'
D 3/B aanm MATERIAL LIST FOR ONE UNIT ' -MAKE ( )UNITS 1H MEASURED FROM i0A OF ~ti~"vr 1 C15 X 33,9# CHANNEL 62 1/2 MK-cal 1) DEP 3 3H' 1 9 1/6' K 1' H.R. FLAT BAR 3' MK- a! p I I I ~r ~"""-"I ~2E'^ ~'I f'""^ ^ u ~
CASTING T6 INVERT OF MANHOLE. 3/+' 2 3/6' x 3' H.R. FLAT BAR 10' MK- bl d
2) PRECAST MANHOLE COMPONENTS SHALL _ riuxui Our T 2 1/2' STAINLESS STEEL ROUND ROD 1B' MEET ASTM-C-478 REQUIREMENTS. - -Iblre~ 0 1/2' STAINLESS STEEL HEX NUTS -a Ur
J SEE STD. ~ JO.i5 FOR MANHOLE 4 1/2' STAINLESS STEEL FLAT WASHERS
DETAIL OF HANBLE a COVER DETAIL ~-n yr n A sECnaN a-a
SIDE ELEVATION e U tl STANDARB 24' X 2Q' DROP INLET CASTING
:t CITY OF RALEIGH CITY OF RALEIGH ~ CITY OF RALEIGH cEa'IRAL ENG7NEERfNC DEPARTNENr EIGH CITY OF RALEIGH oEPARTrm~r crNmAL prdNmaxc OEPARTh1ENT
CENTRAL ENpNEERINC DEPART1iLNi r TkNRtAI ENClNEERMC OEPARD/ENT aztxx ur.- rro 5(GNS w>t': 'tpAxt oaewl ar, nu
~ i1+ REVISIONS oArc: r APAMN an Ana RETdSTONS uare YASA>D mAxx Ur.- rro RES4510N5 oalE 7 ao cA.+nn Dr. ,na CATCH CATCH 4TCH DROP ASSN INLET
D STANDARD DASIN CLASS •A" ~ BASIN STEEL TOP TYPE A MANHOLE " CASTINGS .L TDP CASTING
END ELEVATION SECTION C-C - gip ` 8pfl - pRh41NG NOT TD 51ALE - ~ - DRAVINfi FIOT TD SCALE - 30.E -DRAVING NOT TO SCALE - >ffiAVING NDi TA SCALE - }
GENERAL NOTES
i. SEE SHEET SD--1, Z & 3 FOR STORM DRAINAGE SCHEDULE.
2. ALL SANITARY SEWER MAINS SHALL BE PVC (5DR 35) ~
UNLESS OTHERWISE SHOWN. ~ 0
MANHOLE FRAME AND COVER 3. ALL WATER MAINS SHALL BE DUCTILE IRON C15D PIPE. ~
1 T/B• B 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
I-nv+, rrvr ~-ev+'---H I/~,. COVER 120 lbs MINIMUM IN ACCORDANCE WITH CITY .OF RALEIGH STANDARDS AND AND SPECIFICATIONS AND NG DOT STANDARDS AND
1' I~ AND SPECIFICATIONS WHERE APPLICABLE. O
a ~--~-~F~---~~ A 5/B. 5. NO SIGHT OE3STRUCT[NG OR PARTIALLY OBSTRUCTING WALL, N
f~J ICJ FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER ~ ~11y11° illllu py U W
o o ,r ABJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE ~ ~ F-- CURB LINE ELEVATION SHOULD BE PLACED WITHIN A 51GHT TRIANGLE. ~ J Ul O
o~ a o0 F ~ tQ O • ~ ~ r O
- ~ 11.1 ~
s a% L__J L~.,-_.J q 9T6 ~ ? ~ a > ~ SOIL UAI dx - - SIDE DACf(Flli ~ ~ i ~ O z U
n ~ ~ ~ ~ O ~ DO ,c; , N~, 11. ~ ~ ,
0 a '
x A ~ ~ ~ A _ ~ ;y x . sio~ FnT~ERSen •,r ~ O Z = CO !!!Illlillllllfl1111~~~ ~ ~ ~ ~
M ~ x, Y z ~ --2 7/B. ~ q `z n ~ J ~
q VASHED STAKE ~ Q Q cast oR a6n UTILITY INSTALLA710NS AND OTHER PUBLIC
O ~ ~ L_.....-.....~J • FACILi13ES, INCLUDING 51DEWAU(S AND HANDICAP ~ U- ~
h a •a. a 1 25 t/4' - , , e • PERFARATm PIPE RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ m N AS SPECIFIED BY CITY CODE. THES£ FACILITIES
~ ~ O-S' n-6 • ~ • HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~ AND SHALL 8E SO INSTALLED UNLESS A CHANGE U 00
I~23 J/4'---~ r B ; ; ; 6' IS AUTHORIZED BE WRITTEN APPROVAL. AUBLIC SANITARY SEWER EASEMENTS ARE 70 BE RECORDED DRAWN
SECTION D-H 1B' 1B' ° , T PRIOR TO FINAL ACCEPTANCE. DD
p.y - I 22 1/A•~~ -p•1 RI• py r......-.--~~ TRANSPORTATION SER ~ ~ HECKED
hn vv 1/2 GMM
1 y~. rc* ~ ~ 24 3/4' . e yr FRAME 162 lbs, 3r'--' - PUBLIC UTILITIES APPROVE=D
_ t yr yr CONSERVATION ENGINEER l~J GMM
--•{+vr-.{ o vv }•----+~Irx -•--~•~•---•s aa'-•~•~ ~ t ALL PIPE UNDERDRAiNS ARE i0 EXIT RAINS aRE is fxrr ~ START DATE
CT]ON A-A }INTO DRAINAGE STRUCTURES SUCH AS SE CATCH DASINS OR JUNCTION 80XE& RUCTURES SUCk AS PLANNING JUNCTION &OXES, qM pF RALEIGH
STANDARD 24• x 3G' DROP [MEET EASrTNG GTY OF RALEIGH GTY OF RALEIGH IF STRUCTURE LS NDi AVAiLADLE SPED JOi AVAILAALE SPECIAL emu ntrART~aExr JOB CODE S 41'ILL APALY !N
CENTRAL ENCENEERINC pfPARTMEN7 CENTRAL ENGiNEERINC OEPARRIEN7 EXIT REQUIREMENTS 41'iLL AAALY !N R s+oNS oart• 7 as caawr or. ,no RENS10N5 oarE: ~ maxx av: are ACCORDANCE PATH THE DiRECRON OF THE CITY ENGINEER OR H!S/HER DESIGN THE DIRECAON OF REHSTavs m>E T cAaxx av; ,rm - i OR H!S/HER OESIGNff pfPE
STANDARD MANHOLE UNDERDRAfN DETAIL DRAWING
DROP INLET FRAME CASTING AND COVER - 9 MEASUREMENTS IN INCHES BTRI
DRAVING HOT TD SCALE - ~ No,
I~ I-
I ~ ~
LJ - ~D

tlm° _ o °°m immFQL mamL marnl z ~~v' taanu svanu o YARI~IE U 7Pff Fill FY OM Rag8aRY 810111 µD
~~tI N v ° M {-iS ayw.Y ~H Ica..} w' 2 ~h~ W z v~Pp£4,OPE ~a(F07yPE 'a G) r•ti
w°6 ~--.r--~^~.... Ya C1 b~a?I°- ...r- 1------ 2'~~d' V '~3~SO-?{T~ lu~wmvi~ x~1 uolc wrncw.•-~ s G1,1tW~ s ILJgNU ~'~'~S-7tm ~a~s3 ~ IY` a C ~xY: W~-1$D fFi~9 PIPE Gm3.9 PIPE ~ 06~xz ~ fl•~
.Zp~~••'1 ~ +~'d" 4 ~a~¢ ~b l4J H~'. fm ~'Slyi G'plln lIeE X aY]It1 LQd N -_...1 x10.10 L11e n--1 U.J yM2 M'" SA '_-Ta w -P n 1 ~ ~ , ~ ~ A qD~x p x~ no~,s ~o ~ sin _ - _ , _ wg LL= x~ °m ,<r„" f ~ _..,"l,a ,I . ~ - . a•P " a F~ LL ' . ~ aln3duDe - - ~~~o~ ~~~~m ~~~o~ N ~ O v
_ ~ Fc~ o° ~ ~ d°xd sign - - sN •°11 - - F"E- r1 xyo.°n - 1.P. t.o. ~ r w ?M r~+ , .o_.- xH'~1 Ipp~.•• W~ ~w ~w Or { O,o.lal am. I 1.a, z x~S pew - pQ~, aLLw °DywZ 1 S I - MT UR nw S' >s ~~ttH¢J n ,A ~ c. la+ c„ - _,lar=.--.-- m~~o~ xaoM,°T ROADWAY CROSS PIPE TYPICAL SECTION ~~r~d'~ UJ ~ ,L EX}
p33..a~2 - °OP,~ ;iD .1..- - J-: J~ _ ObWlt ~D~ n]r n ` 1.a. 8 T ~°K~ n~i~ r` r
.Y.ti ~H L-~Iyi •D.o. ••''°~o.,,~ _ _ r1 1-7 N~ ' ,L~;~' n vAH $ PERSPECTIVE n a 12f B1n ~ ~ ' :t;; ;i w o,a,n:ax. T,.__IS,'., ~ fARx W° x :..Ci:i:;.'o a ` w ~ 0 N UO °s° ,:::.Ips„ _ =„I_~~ra, _ - D z a" rrAX t~ _ ~t o" Gnx, t W° ~ I-,
nd a Irrtaa. WA.]eltlp PT mmxcrld 1B orf Am Ft11 a x oar tin 17n1 M o.o. • Y Iai lLS3 1Na a' o.o, ~ As bncxrm m r1R1. ~ ' o v'°G' a-dn/' ml'j" ","E ' x ~ o.o. , r o.D.lx• mA. amla fret mr tG0 TYUA e' - ua'ry - Fennt •8 A I 0 D FILLL7i " D B U b ~ ~ ~
- o>) F/ o a I I I i ~ ~ INIBDAI. EAAT}I F9UNDATIOH ROCK FQUt9ItITION ~ TM"I a' ~ r I ~ PIPE IN TRENCH UNSnI7A9LE DATERIAL F9UHDATION e.a. • 1' ° Illfl 9 i i.~_..- . m ~ - a ~ C "4 U NCO W v ~ z ~F
o I I I I m a nu- m a Flu m m flu- RE PIPE IN TAENCN PIPE AOOVE IUU)tlNtl ~ ° I I I I~~°•B fA ~M _ x ~j PIPE ABOYE IUiOtlNtl O ~ ~ L Tb Ta PIL, L" + PIP~T~ Tp L ~ Q ~ J ~ ~ ~ n U,
7 I I I I I w ` 1 0 7• C 'T' ^ N 11 O I"' ~ 'FI po• , ~ g ~ z0 Of(DQVE INSTALLATION TDR,QyE INSTALLATION p O O ~ ~ (T] ~ ~
-'I ~ ~ ° I i ~ LL M O ~ tlm. dd Bm, R.0 ~ me. P e~a.9 1 aie, 0,0. - N em. 0-' 0: Si Q Q H BafMl ARmt x d h1 ° 0 0 I ! f I 14tr ~ CtlmifaxTlal Lmtm p M L" M ~T- 1 _ ~ ~,_t, t7 •J tp +aA emaa A r11c lmaunw oer acne auem rm a na ww. m $ 0) V 1--- , y d Q x I.D.. na Ewaxl101fIDe1V1 nElx DmPatm. z r ~ N~ SIDE VIEW o M h ~ N 0 ~
CI CT x l I I I I L Td v eae ~ ~ ~ ~ \ tra m woxaEl a+ ~ ~ Bm]a A1ME rrP mau1D lim ~ .4_ mauve due ;y a '!1 y O,D. • Ilc wmeXr Iwmma arouc DlArnelm. m ° ! I I Mart LS6e n.D.f. •~Q' I9 N W I.B. I.B. I,a. - } -1 N . Tla fill Ial0t1' Ia"ataa YOAIaN1T R tar FOUR waai the nm ~S ~ ~ q D - PIPE z N a N Q] 'Sa° ~ ~ ~ ~ ~ IIITTT''' ~ Q LL ~ ~ ~
R. e.e. _ - - n,9 p011 TNI}aaim n%14 THI iaaAa [a1NalaT At TNlr port. M w . an u . a , - D~D ~6Rd ~ D °~z ~ '
~ pmiatU...__.... ~..Y -~aaUlEtl a ~ r-V ,n a x:sn. a.:.. .+....r ' A Q w m ame _ r _ ;:w ~ - q e IN b .:;:,:;;e ImsLr PI.~ rrr+ntim am~alE faro wtmlu m mtcr ta+aunc ra Paaeunml wlDtrltfrw Ae O v.A.sa ma. - v b a.B.l1x nn. ' M M m~ o,a, -L E _ ~w4 a p r>:.---~ ouaarmmtNAmtaJ0r.lBtaamLLlarmViuieAl a - a L7 d G rm ua nux s• eur lW T1va e• _ _ ~i nor. - _ M aFaamnCl tamtr]p,Ma re o a ~ w ~ ~ _ dp• U6 9 ~ Ot 2x ~ x Z E7 ° H ~
_ ~ u a F -M ofY v.n..Y Baa e.o.larcA. y ~ M ° - ~ ~ D = v A7r ICDi twN a,n. D,b. inn. D.v eY 11x0° am ~ M w ~ ~ a ® esleet wnlltt a nx rmnAlnm drx b roluaa: Fd~ qCQ T T ~LPIPE ~ q~ LLL~~~ xHN ~ W i
~ ~ N C ~ ~ NOR4AI. EARTH F9UNDATION ROCK FOUNDATI9N UdISUITA3LE DATERIAL fOUtA]AtION hfA ~ M mlcr wnar/L u RI y - y my a 6'aAmFB s C! Vx ~ r PIPE ABOVE 6flOUN0 ~ Q rr p wa m alAl Ia m~'r nm~sx m inn a UL ~ ~ ~ L END VIE1V ~ m p, w a a s PLAN VIEW ~ N rc
•qI M o n.a.r. PLAN n,o.A, rJl x 6 L7 ammv. xBIC61 AWaNTD PxTAlLR taal rArrnw a atxl w1fl1A tin raaxnm mamawE M d D m plm Is D?91 aD nIr nrowl A6 ttif M G1 mo uL 1fISa ~ f a f' F ~ o I.D. , TtE B6Dml/ 1msmRU. Imm Dmeata. as xaaTU a atttar rrenlu wtmLlL. as x m aFrAml owl sa tl O ~ 9 aw JEjfJ utb6pwnalaA. WN O~~
~ ~ 9 , erexa } daAaertaa m e aovm lunge tl i W ~ N M a ® uR aatcr wtmva a na umraum aAU b latamr w y M na: A xaaasl am a11m wrdw., rot ro txam aAm tY, w ac usm m um m a•w It d att. A,e.E. i>a IfAe<FrCTMt ~ 01mW ltllE $ ~ n.0.e. m fA9F'II'1'1 lnF M O.P. • M autma /1a12DIt0i OADaE atmeld. - N ~i'.,. ~ G9 O rEV'e",a. 14DfdtaBxa Erm11 aumu+. I' ~ ,'1 lOaR a0IP1ESeAlI w1m1V1. na rood now o ltna w10AU. nu ae aaum car a /tan. Fvt[ M w _ l uaum lot a e,an. eua na tevatztw ~ ENO TfIEATNEHI DIVERSIONS ISONETRIC V1~ Ne~
N • 7PS FIG. IESENI atklPeO WmtA1LY AT AW pmt tlAay1 wiTa]AL _,J'.. C ® AmRRa 6WIILL IA A l0DlE aCPPACIW ODpIf10A, tlml H m 1FIa iwn 6D AE 100,'I evmt4L N9 x ~!t!; • ` - A[Al 11E fTtf mW TIE }OP m AE %K m nE lv x/06 n O4m m FIEi di 7M or 1rt IIXf{ a51E11,1L N91MY to em Italtoal, I mTxn x• o16TtlermF. R)al eaivRl. v D L 74 Ta T4 Ta A 0 q
n _ aNLL d•GCxaf d YATSMAE m ixl ItMVaaxf Ai MlT pax. d136 mt 040110 faT tavAll ro IiEi nsrAae tin PPE pzars[d AA7 iEmlxl a na POa m IaD34t47ai tax mTtm W tB6TaAA1Ta1. RAaI 1 aAm IS Dim p PF]T IHlgal AQ /trt w1mvL p ila mODI ~tnba m lYx IatROa Ap p A OWIN N'm Tm PIp COAL m 0. flex fJDO'M I ' 1 Ai OIIIITm R n! [x0?m31. wIFRUL OfAECRY tlAI TIE PIIE ASI OlLia11A M Talgf Hill 1N7fA1,1 0[Pa]iE0 m 11{ I~Ei J' nE aAw a relm IRim1It Dsm Id 6r ItOmwtL Fm mRnutld !e tASelae atmina. CCIOLIT[ TtE IgPi70mli m AvaaxcE xml aRtm 2Se a The a[mmemasL ties tau too. tHM FJDO'Nt rlt wartu. .WR " W I ~ n Tee amRU~nata. m 16 G'•0" 29" M1" 4" O" 211.1" 25" tmf>;s: a
araa m na wmaa anal aaua Naa m PIn IeRALLAna. A maaa aAm IWQLT fl/LTD AaNASI am4mf IOW. w1[E1/L w GIOCf w1myL Pari7 e4mW, Iaf 111 [l3]fD atv lV, wT a ImD m ISTV a aAn S! d nt. {ET 1 OF 1 Dp fAt a'mAm MAW /7rpe;At PRA Tia %TE aWnR GmL nR 6MJP1LL, tarlDfxY 1M tA1ml a uAu Wall Dab}ws ral rwmind aaanlDliro N 0[aX.iE9 R nq rnA4m.lmaa fntLY wtmVL anA A0r d 2gm?OZ ~l~p~a np~ ItlmtaO m lmlvlnyi, wttnru, IW Kd [101RTp. FET 1 OF 1 B.O,R L1N[ eNEET I OF 1 ~T 1 OF 1 x111 111t as nldla) %R SwiwW 1d LOGILa 1afaA nNT INii a 1+C nLL aCM R ]A Sa FDL7 q fAf 9EET 1 a 1 1. COElSTHUCf MPE E1A SECTI0.N b3IRa H RFaNt SPACED O" I, nnrtatrarnt tmml a ldu a,PRaeimx 2A" G'•2° 90^ A" A° O" 27T•g" 32° FA07 8AY Mr0 ~ AL1. REOIIIRE8ERIS OF 5111 SPEC. 310. a i ff 1 tET 1 of 1 2, duuFER A!L FXPOSFll CaRlIER9 M11 9KET 1 oP 1
SECTION D_tl ro pr mtwrc rDAVr cParmrr vein err Pna ems} ,r,~ t~ ~ to r~or~t~mrt~ 340.01 "00.02 225.05 A•-•~-A $'j,5.06 344.41 em rmetur aoPtulu xo DmvNn attx xT 380.02 310"03 30" 10'•x" a~" d" a^ s^ 330" 3D" 310°03
~ A' ASPH. CONG. INTEIWFDIATE COURSE AESURFACIFIA Z Q O n:, A" ASPN. C911C. nl4G WUA3E RUTtAIAL Hi Hm tq•1„m%f M} ,W~•1 EW.Y
H°~ ~a~~ w• o QdY m• z ~am -I EXISTLNA EfDATINtl LLJpptp•I '"ITWm x~p ~HT m 4 ~i»oo GENERAL NOTES: 4aet-~ : ~i '
M= ~n O°e•xz ~O .,1,,, &.OrE xA ItmIGn9 a1 PtNN LLMaW m _i maE AO U91Gn scvE ~ 091Gim a( wata ,t.~~t+U ~°zm~j CHANFER ALL GORNEAS 1" OA HAVE A RADIUS OF 1". bEiaz= QA acZ p ~ g o
~ ' • waa~ a0LL qz ~sq•! DELL ExO aPIPE A L+' OOayT~ M~ H A / ~ a . Tld~a 1'•0• 2.0 X 2'•9" t'•O" P-f3~aO x~ m 10 F4cEaw.L /F w LL - ~6 m 1~ I Q ~g ~ ~ gg yx•a°m P• ~zw rnSsa ~ 1-8 0~ ~q ~ to ~LL~ =m~tn RLACE 2 #6 "Ye' BARS IN THE TOP OF ALL ENDWALL FOA PIPE CULVEflTS 42" tw-T3~an ~ °W zMOE°.•°n AND OVER k7ITH A 11INIRUN OF S" COVER AND A LENGTH OF G„ LESS THAN N~r~w
N"aw OI~LLO yw ~~`r1 \ A ~ xW xH1'0~•tl CI D~• °~.°H~ A ~'x-" 1 I I I p ~II:OI°i °~-~iw 11{}}31 D.9. =•e, Tn~a~J to 1~ ENDfdALL LENOTTI. a°a~
1 ~nD Z H~ p~ s: : -fi3P PIPE ,'~p 1 w0 1~=>-1 li -'lI i'•`•, rte, eA ANa ~ al~-I tl~~lH c a,.y` N.go aE2 (/'-1 N eula ' ~~o~ CONSTRUCT BOl•f06i SLAB iYITH FOA61S. wl', J D
y r ~ q O V p q ~ ~ f~ L_~ , c x r ° ~ DO NOT INTERPRET WALL THFCKNES3 {i) SHOWT6 FOR THE THICIO6ESS ° - ` ACCEPTABLE, BUT I3 USED IN CONFUTING ENDI4ALL QUANTITIES.
0 N ~ h g ,x' 4'A1EN TAE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BO730PJ
• PAVEPSENT REPAIRS ON ROAO9 TO OE RESURFACED PWI n rr PlAU A E n x d PIPE IS PLACED UNDER ExISTING PAYE~tJt' ~W I~nm P DF THE PIPE, PLACE BAfi "X" DCNELS IN THE BASE AS 5H04VN ON PLANS. ~ SPACE BARS APPROXIBATELY OH 12" CENTERS UNLESS OTHERNlISE DIRECTED W
i2" 1'•4" 7'-4" ~ ) pF mtm..rolm Is tEgl " w ~ IIP DagT. JDIIN Is usml m 16" 1'•7" 7'•7" W ~ EHII £LEVATIO41 " " "I .1, ~ ~ 0 Extl ELEVATIOtI ~ ~ x x a a BAR• x m ti a o m Ip ~ m ~•~irxa ~ N N ~ ~ ~ BY THE ENGINEER. x ~ F ~ W
'n ~ 1G" 1s•19" T'-10" w vI ~ ~ YAM p o~ a~ N 6~ o LL w ~ ~ ~ ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE SOTTON ° z ~ w
•71 ~ ~ rL4N ryu'•DN DI•ae O r. aw• m M LL w to ~ H a y tL T z g -I m Q,rr > ~ x 30" 3'•1" p'•j" 2"• 3" ASPII, CORC, SURF, CCURSE M ~ il1 x Pwtu1 m rxllut tmx ermalfm OmCaEm tae x J o p Q ~ 2 wma III e6mmts Pala C. A, h .a C ~ i I P11F BfaaE PIPE 0011E PIPE M Om C C I I PIPE f1DaLE PIPE n, ~ nmaus a:m 6• t• tiFn ~ u7 ~ At ~ ~ ~ x OF THE PIPE AND POUR THE BASE 6EPARATELY LEAVE THE POUR ROUGH. ~ ~ b E I I Q WE 001ELE PIPE ~ Q ~ O W ~ y USE QLASS "B" CONCRETE. Q a ~
m ~ 3A" 3'•D" 4'•D" A" ASP11. C9XC. IIRFAUEDIATE CpIR3E ~ ~ rx" A r ~ -°i ~ ~ f I ~ I I Au. 1s• sa• 2I• sr ae• Ir ro• 1s• la• 31• m• aa' sr 16• O Ci r m -t ~ I I I I I I I xtA. m se P1" m• m• • Ax' ia" 1a• fe• 2 9 m~ - a1 a w s m x I ~ ¢ ' ~ m I I lww •x" •x• •X• 'tc' n• x r n• r •z' 'x• y u• ,a• fe• ,e• zs• so• ae• u• es• ddd v m r ~ ~ LL x Y• •E• r, .Y. °E° .Y• .I..E(, .z. t..Y. r G W ' „ Ri C Az W lu W
42" 4'•A" 19'•A' . NT>:1 ~ I I I ( aNIA 'x• 'X• 'll' •x• •X• 'A' r "x• r' •x' •x' x •z• t' 'x• T• "x• r p w . m n` '~1 A' A5PR, C9ItC. 0.ASF. C9URSE - w ~ v _ _ _ a Pry. 3 2 a a A 4 a x x 3 a 1 f a 'I a w ~ 9 I I _ A arc. 2 2 s s 1 1 A x Y 7 pl b 40" 8.6 11',p" F; > 'it 'F ~ yy 't- - a arc 3 3 ~ 't M tai p •p ~ yy .t t '".r"~" a atr. x x l I , 6 x Y x 8 4 4 6 ;aaW yq~q °"'II-IM ~ - x x 1 7, 3 x z z x z ~ M W W N I°° A ~ d p• a ~ `~J
`.0 G EXSATINO FJ(IGTIfs 4 M M b - 1 t a x 3 x z 9 x H M OC . x a 'G f O ~ a •t/ ~ b 1 0 01Y, x a } S A A 0 2 2: N T1 C ~ I1J Q m 'Q r L 0.@1 ~ 0 am. 3 3 } 3 1 A 0 2 2 7 0 f A a m~ L m az 13 13 is ,a zs es ~~~Y ~W~v ~ ~ U
X ~ 2'•0" X 2'•a' 1'•0• _ F' a NT 9 LOIN. 1x0. D c 14 11 f0 DO °S f3 13 19 m ~ TI f3 S w m ~ G~D TOfR1 lI9. D A t4 1/ tD Ta av !R 1P 1 ° ~ y ~ n ~ ~ arlmPL mratTNx.TIa4 JoIRt ~ w J a ~ ~ ~ n v%lanu Da1stllvnDB JD+m
RD ~ m ~ o ~ ~ ~ Da'Exmaxs Nm DiLWfE18 CacltitW x ~ ~ n ~ ~ m N w a ¢ ~ y usn3a aAarRtt PIPP w ° ~ x ELEYATION »s ~ lbxaatc ~ 9fertTib z 7 ~ ? Imo.. 7D a ~ DI ~ ~ :t. PIPE ~ ~ ~ F N ~ 9~,E .R J DI O ~ ~ ~ Z
~ O d ~ N m ~ ~ ~Q~ limbl a?fff101Rp AIfRLL[! Pt DOME PIP[ ; ~ ~ ~ Ul m ~ ~ GDItm IlNl9xNTFa DRFL P,PE RR 'n v ~C Com71 BIIaxE P:Yf D0.Ale PIPe Otl ~ $ a D ff a n 7 a L 101 a L y I~ " "~•t p A 0 L YD' ° L TD' 71 O zts 17^ Ma0.mit' PIPro' W ~ ~ N ~ ~ D W ~ ~ IR
- H ~ 9 ta• f •a' f'.a Y-9' R]{' Ok" a'•6' O.T 7.3• r•a' 1.D W ~ q ~ GI ~ A x 5.4' 1'•0' Y•0" 5'-Q' O.Y 1'41'x'•8' 1,0 9 m 16• s'-!• 1'•10' O'•a' 310• f0' 6'-4' 1.0 YQ' a-11' 1.} Q ~ 10' ]'•Y 1'•to' 3'•11.6'•10 1,0 r•}' 0'•1' 1.2 1'41'0'•8• 1,0 l\•JI C n) r•a• a'.1• 13 ~ ~ ~ ~ Q ~ w
21' A'•R' N•t' 4'-x' 0' 10' a'•0' 1.0 9•x' 11'•x' P.D ~ 30• a'•0' 3••0' 1'-7• Ile" 11h f-x• x.7 1'.}• fa'•a` P,1 2i" 1'•1• Y•1• a'•a' Y•A' 1.A a'•D' 1C•A 1,9 SD' 4'•T' P'•1' 4'•e' e'•f0' P.0 Y•f' 12'•7' 3.1 3'.6. 1d•, 1,9 r•x•,x-r P.r ~ ~ W
39' S'•0" 3'•a• e'•0. 194' ilk' Ii'•0' 8.< 5'•D' 16'•0' 4,5 09' 6'•i' 2'~7' e'•2' 1P•/' R.0 4'•0' 1',10 a.a PAI~TMENT REPAIR9 ON ROAOB NOT 7Q QE B£SURFACED 1z• e'-x' s'-r e'-4• ald• 11k IY•o" La s'•1D• sa'~e• e.a Ir r•r 2'.tn• s•4r r-1 a.e n'•s• r. • A.D a•o• a,,a e.e a'•9' ir.r e.o siEEF a of a a18sF a 6 a
Lt 1 DP s (PIPE IS TO OE PLACED LINGER L]tI5TI1N3 PAVEDEU'T) ra{Er t DF t u• ?•3• s'a• r•z• x91' s1'•1• e,D d•A' 2r•a• aD t 1 454,07 054.01 sT s a s •sIE e1lEr s i a a EET z a s •L~•RBET 3 a r st•°• ts'-v ,.f a-a• sf'•I' T.a ~.a• ,a.r Y.a eaeEr x 6 s 838.01 838.01 ~ ~ ~ ~
838.Ot 430.01 838,01 838.01
2 t7 m 6'Ix OP DL^10 lmmt sanM Jaim} h" "1- h' naal. C X°Im nvbae 1aiar <a t~-x ~1 • TalTkYAT[T01 ullaua'e•taaotmnlmmmur. r"} asa" ust tam rsa aemutnd m iNa mrtm eAa. 1^d v g o ~ aPaxllEa3: a
mtnrat tiY w y h• 1-0' m ~lAna OIa10f ILa P1fF101 FRa TOm. a. Yq. a auax lY3aR7. Cox • <`I I OPNUta ao ~°wq9 C{~7~ ~ 1 _ ~axp roro~m y - y IES aA nw aana AT t3•mntxa. Zan ~ A'•e• 4. tAUUIa ao FWy N~ anal6 aFa1 tna ura9 •e• mwasle nanlmsEB. warn• 4~ , t. X temvtoe ua. GTrH efana oru x•C to oFl+n n1x eT1PS 1r r R L1 D D pl t01Tat. b7s eTA4 MtN C~IY pi1N aTO. OW[A ala.al, dy
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x„~IH•n _ o0µ`\ n~ SECTION B-R ~ LL~w i7 a'yy" , e roamndero. DD. wb.w, ta~I'•1°i yx•nam ~ ' ~ ~ w 'i y Bm. fa1 a'•0• m xt10a m uee IP.E e' wtt P.Tx Y-a• Sn NEIatt, 07E O°M p°w \ ~ /J ~ ~z i ,~!9!'~. ,Dt„ a°flJ n ~ ta' iW1. m P•0' Ina irF 8P mLL Pw et BN1 FOI itE nmune0 Z •M ~ aT b 1.(1-.S Phh' W 1'1 - AI MYIA eN. 1D. M0.W rUaFO ~ fAW EyGW xM~O.°,E •r t :f 9 LtlE iWE •E•, •C Ea! •0• axT~ A3EB7 COltE1GE A8[Glla. H 2~ hp• pyQ ~ Dy faf C.0. 7n IneR a LE9e lgFSa" evte ME mrrm eu9, OrG N~U.,O,,J
> n " 1 , , y~~ ~ -i 1'~a', awattF} TD be r. > iy2 R R g ~ _~l, n ll , Iml• y ~ NH ~ 4NININ ACCaOLad 0.M • ~nD 0 ~ ~t" ~ t ~ ~bC` • ~ l an a H n X tasnncr mx nm aaroxq tatama. w° ~.1 i Pp~ rA _ KKKS °•.o• ro f a'-o" Ie laca(r note aua xm mmn eue. wua ° p •T D~ al5stinm /OOameELY. _ ,H~ y W j-t ~ atlSAetT Mtin Ptrt OmCI NTatltt. 1..'! T
4/b~ , _ °!e _ _ R •x almtll NL ttaa:m arn¢ra~l'. ' o caw , , , W? y~,~.'L n • ~ a~° QWBRmIRa1F1lVJINCVGIG6A1CHAlEO'O1WFA _ ~ lTUxngnsrlamuE, z r~~•~.JW , I I _-CIA p 'RR nFYAnaI b p ICRG1QAaA1CH91FEPmLYffA , WO° W2 1~" X ~ .?~•:i ~ lFE e01E OutPlA PiL E%F'OOD Nlolle t•. Wp AIL-.
~I Inly 1a. y/J N Tw EtEVAnxA pPA't3ta1 JOlet 1 B10raaf + iUYf- n !T9 ty, AIIIA t~ ~ n a UAE al MT aawla z• U\?En - _ ~+INL`~.. _ _ _ DEE 010 W~OY~ [LEYARd .a 11-4•. ~I n .am W a E:sn+sia~ o eirtna ~ tal~,UQf a sFCi'taN X•x (naaPa aoT ro soul. ' ° \ / r' 't
SECTION A•A mIPD em. sm. e1D,~ T Fv~ P~7E _ ana+
~ ~ t' ~ we Btx. - - O P3PAAmstIl Jx11R m y'0" M X$QIIETRIC VIEW t7 m taP FzevAn _r -4- O -1 m ~ "~`T-" e'e 9C y I T ~ - . ~ PLAU OF TOP BUIR >~CTI4N S•S 1- m a'•0• OEPf(EC'iE0 G1rtiFR IIETi • ~P aiO.YA. 6t0~W~ RRPe • em, ea. bro.aa Mtve . sN, rT. Plo.ea f } ,
N y I ii i }t(I1 O M °r 1 e• .T_ ~ A ~ w z ELEVATION Mr n I u s^ LL~O: ~H ~ E 2 P mm t Tt[~.yp M 7Cl N ~'~'V ^:i'~Y'..:':. • T -.•I - O r M0.711N.QOA]l'~eGnEnPYUa1IDRWE9 EL1iVATIO~ c m ` 1~ Ic Il~RIOOmJIPYlIW8lA.10E9 LL ~ O I 1.• 1.., • A
7R w came I N 1' T z M C) M CT N 1. atmixe r]mw oaa3 aPU ollYtl r.e• InmX ua ~ 1 1I 6 ~ ~ M x ° w N '~1 N n fA 8Ef('T.j..tl=L ° a• e" * ~ d W M T Td' ELEI'ATIOn 1A x E, arrOArs.Ai 7""anl °"rpiniet neietilri am`i "w otxinR°ttPn~. I I I I I 141< < ~ sz•I 3. ~ o IL t; TOP ELEYATia1 rRVleu AJTTEA I.IAE 2 li W r - 1 ~ e e~ i ~ E~ PS ~Q
~ O a, mve uen.ol.mar an 4Wd•I]aM Blain I I I I 1 t t V ~ •pi • I A bin. xtn• ° m d ~ a" E b V 0aA3 E>9N16fON J01NT n M ifl -i atRlltm na mrlr Ica'. I n I I l 11 ~ 1 It ~ J ~ ~ A X inn. m' C a' N ~ ~ [dAGEB tTrtR ft ~ a7PA'fa1WI J61NT ~ ~ a_ N.{ 'E"~~.N{ co ~ B~G)LY_Y e c ; a• ~ ? ° W m
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C! ~ ° 0 O a ° t ~l ,,R . ,t - OOpI' Nz waJlEaTOxpEauan I sM m ~ S£CTIOx R•R ILOct'OL Naa6tALCUnxPtpcUlltnalslr~pauaEs ~ t0~ m.Na.P7[ t t „ M C, 6CA m. °l w ro 4n111a a H a y p n 0 0 0 0° 0 wain t ` - • r - M C7 M m ~ J ® M ° marina a Am IaaalTm p6 wmt um wax wm9 d mB. Ix]afr B tam m um . eu,ncuttEttatarsPCl+uiES y H ~ ~ no1E nuE ro 96• P1rt 1e u9m ~ O ~ w , z ay v C0 ~ ~ Elm f r m u (are s~ N
'a ' 1 r .J M ltl a - ' n ; ; z m DtaEx]Ima a ea uP rtte rm mra a~Tw~ aac. m em w ~ 0 0 0 0 0 © ~ 7° i to r-- _ ~ ~ w o ors caul main nmN mAa vin. ratan Dlaamaa aua-u ava•v atrq•a R e >rtA W um . t%t ~ m A 2 11Rt¢ aY ro aa• rtrt to u® N ~ a~rot~ aac. EM W alto (uaear [etvet,an ~ N P stern Irt. t••t 2 Tarsi roP anal Tmµ Enl"s ~ N ~ rMilO tl ~
n1m PParal a A6T w I 9 0 A ° a 0 N E t lo. Sa01H iG, lfXAle m. lFIOIN TOfYL to x71101 Tmµ I a - .1 r mtxm - _ • 0 ^ I - tin, BIM dA0 [A10. _ a I 1 u• Y-o Y-3• B o.se1 a.dt 2 I w• aM euo cot. ueut t.e. n.t 1p ~ J r'7 - ~ .'•:r':~~~;r.~~:'':rr':`'.r q W o.se1 a.w1 o,am t.tet o.om o.oa •-a--~' e- ~ II . o.xa1 o.mt a.xro Lsfl ".oat a.wr 0• " r.1 y e
D BOiI°n0 I a m• 8'•0' Y.a' Y•o 0.261 O.IDI •1~ ,A, I1 Y • _ _ ~pnE-1 - ~ O I 1 la• -0 Y-Y 9.3• 0.?d1 , . y~y - _ _ ~ A~A! NI' i' u I I~ N' Y-e' R'•Y' •Y 0.261 °,mt o.zet , . t.wa t-tt, o.aff o.op • I 6.n1 b,m, 1.?a t-lee o.mn 0,131 •:4 .
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PLAJi VIEVl PLAN VIEW 1 a P ~D~ETnAY~DNQtRj3O-IDD aE¢r t of R fe• n•.a Y.r e'.B` a.e r•o• .a• . Y.a• a a.a 6 n O.t» 0..10 e.w] 2 a A DF,jgGT@R4F {TA9112N0 DO9Ir£S ;,,~'"FI~ w1L xYIPD aEEr 3 a f 844.41 ~'-"'=A--~~ ~'r° ~ P1dIR P of aI -0' s'- e.7' •a .Y •e / ° .a a •s a 0. I O.ue D~bae L`~ R o.t»o.flo e,w aa6 3.091 oats o.m F''1l}C:::.-•r: i. y'~~•: :+"F:-.f?)~.•: n I o,ue o~eoe z.®a a.,es o.a9e o.rm axtET Y aF EEi 1 of Y P.siTA ~ G<~I
$48.05 (m'aa~nnalemml ila•mw"Tmtmant7 848.45 840.01 440.01 • maax xa .m aam run • RI181 .m OHt6 rtroe 6 erna(aumm rm wa1 r~twr 890.01 P~ p~1 aY , i!F x aao.oa e9o.az
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rn z4P' y ~ , Nq USE ACGORDINO TD WATER FLOtI. ~d~~ wo~a ~,Hmay, -USE CLASS 'A' RIP RAP. lyI~t~7°, rp-gn1~N 11`e° ti ~t°°° ~ Prarusw.uaarvenemur.a•reo~rnetnlamzir ~a~ti µ•J a'„1= mp-rt~w I bn oa,Et. vre eAra ertrH t~lr mxam. iMlOE ew.x. LLJyfb•1y oapz °.z~ D I tPnaw.iGglRCrtw•Patlmrt6Pa8 rlYOprWlfMaam¢eFi Oapx
~x oc~sz ~n -caNSrracr mmH tiro sluurE AF TIfE tlITa~E As cadzy "z,~~y x°~ m w LL ' ~,an 1y7.m SNOJ'U Cq 91RECtE9 AT Tee @IOINEER. 1~ w °1LL= m TYPE "O" TYPE "E" TYPE "F" A A - ro~S, QO a~ 71 .USE Fll ~ FCi OL,. PI~a x .•t tr m12~ ro aiP.cTt9 n TXE IRtroF.n1, A tn~ I 8~„ W~CO ~p~~m ~ _ i - ~ WeFalgFaltCtiNalEtilOeanaeollnuu. W°~- u•x
2N-IroP ~ WS ~'w ~ S.an~ TEn FAIxiIC UNCFA LYAQa 'A' aTP fIAP IF 4 M ~Srsiv F'n e~" p ~ ~ ~ C,41y opl-LLq„wj ,*•'M°N I~IGIFIE6 tRl P1PNS. _ OtG o°w '-7 ¢ W rn ° I 1r eetxrmusn arlcFtrt PIPE 1° aer sP nonm era ar sax, am t6 eua q .1... _ _ o T a zµv°,t - , _ a east a1 em. m• aw.oo. m~ oi~QW~I Q()~Q O~~$ _ C01141F0.tt okOl PAC agog HTif1110, O°[O~
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t~ ~6 _ sEE IrorE 4 A'-x" TYP ~ BERh1 DRAINAGE OUTLET DITCH ^ SECTION D•D MiiH ATE ii Enos: P~(fD
srAP ulE al ~ A. ~ 9~d° P~" w •n
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o r ~ ~ ~ RAISED FLO'dl ARRO91 C l'1 ~ q ~ D c V '1 ~ ~ P " }b" NIGH 23 . ~ v ° F4 L3 ~ a o x a m ~ RAISIII FLOA AAROY! 2$; AISED TL1x6i AAROn ~ „ r, ~ ~ ~ ~ ~ a ~ HIGH r- ¢ ~ ~ c ~ I ° ~ i ~ ~ ~
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r9w F9A ~i~ 11<i ° 114" AE'TAIL FIUPTrmt TYPAL I DfATIRt OP YIIFELgU[n w ~ rA 13i -ADM ,X° " N ~ z " ~ ~ ua~EE ~ N i N ^ o m x o BER rme oxx,.t~e renal az, alrt lnts atoE . ia• ~ ~ ~ ~ W
'0 z AAnPe. PEDEafRi6?I Cn0~4I1LN9 Ako 310P LlNEa ~ 9/1 y f 0' ~ ~ ~ 2 Z ~ a O Q M ~ rn o 12 V.C. ROADPJAY DITCH M H' x ° ~ t~ ~ ~ ~ ~ ~ ~ SECTION lt•M SECTTOEt Y•Y ~ a J I•- ~
0 0 "n a ~ Q mine p o P O 11¢„ ~ ~ ~ W w y 2'-111" ~ 2'-11~" iI•Z°R W 96 ~ x OIt87i9ta'E9 ANO p1lMl']TIES FOR GIgP IXLEi euEO dE YIB. HEIElET, H W ~ ~ ~ 0 11V1" { ~i, ~ LL PIS e1D111 MIM. HEIeaT taNCC IN 1qx 6E~ Ian ~ ~ O
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'ET 3 a f SHEET 2 OF P sl{Er E a . 91EET , a , SIDE DITCH MEET 1 aP , 840.03 TTPE D 848.05 848.05 876.03 076.03 69o.a3 aao.la o"1a O ~
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NECKED
• APPROVED
GMM GENERAL NOTES uTI~ITY INSrALLAnoNS AND omER P1~BUC ~'AR~- pA'~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP 1, SEE SHEET SD-1, Z & 3 FOR STORM DRAINAGE SCHEDULE. RAMPS ARE TO BE CONSTRUCTED ON Au. STREETS
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) HAVEPBEEN APPR6VED B~TF{E CITYEOF RIALnEIGH JOB CODE
UNLESS OTHERWISE SHOWN. i3NAUTHORIZED BE IWRITTENEApPROVALA PUBLICE
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. SANITARY SEWER EASEMENTS ARE TO BE RECORDED 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED PRIOR TO fiINAI. ACCEPTANCE.
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND TRANSPORTATION SERVICES a ~ f6 DRAWING
AND SPECIFiCAFIONS AND NC D4T STANDARDS AND N0,
AND SPECIFlCAl14NS WHERE APPLICABLE. PUBLIC UnuTIES ~ Rin clear nDCTDiIF°T1eIC nD DhDTIAI I V nDCTOIIrneln_ u,ni 1
Vr IlV VIVIII VVV 11\VVt11~V VI\ 1 Fll\IIl1441 VVV 11\VV111\V 11llLL, ,~,~~qq FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER CaNSERVAMN ENGINEER D-6
OBJECT BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE
CURB LINE ELEVATION SHOULD BE PLACED WITHIN A SIGHT TRIANGLE. PLANNING

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0 ~ ~ B~IFFALOE FOREST, LLC C x ~ En ineerin & Land Planners d Planners
~ 0 a~< m 9 9 o o a 582 FARRlNGTON PL, STE 20
~ ~ E m ~ ~ 4932-8 Windy Hill Drive ly Hill Drive
~ RALEIGH, NC 27609. Raleigh, NC 27609 C 27609
R _ ~ 845-638-9300
[phone] (Offi RALEIGH NC 1.7-5227 (Office)
} {919) 876-6678 (Fc .-3i i76-6678 (Fax)